appln_id,appln_nr_epodoc,appln_title,appln_abstract,appln_filing_year,cpc_class_symbol
31022,EP20080011573,Offshore platform,"The offshore platform (100) has at least one first foundation pile (106), a transition part (112) in the form of a concrete structure and a building connecting structure formed on the transition part. The transition part can be a reinforced concrete structure with prestressed reinforcement.",2008,F03D   1/00; E02B  17/02; F03D  13/22; E02B  17/00; E02D  27/42; F03D  11/04; Y02E  10/727; E02B2017/0065; E02B  17/0034; E02B2017/0043; E06C   7/185; E02B  17/0004; E02B2017/0091; E02D  27/425; E02D  27/52; F05B2240/95; E02B  17/025; E06C   9/02; F03D  13/10; Y02B  10/30
40771,EP20080012310,Arrangement for stabilization of a floating foundation,"The invention relates to an arrangement for stabilization of a floating foundation (3), which is arranged to carry a wind-turbine (1) mounted on a tower (2). The foundation (3) is fixed with a set of mooring cables (5). First endings of the mooring cables (5) are attached to the foundation (3) at a certain position (4) while second endings of the mooring cables (5) are attached to the floor (6). There is a second set of mooring-cables (17), while first endings of the second set of mooring-cables (17) are attached to the foundation (3) near or at its bottom end and while second endings of the second set of mooring-cables (17) are attached to the floor, too.",2008,Y02E  10/727; B63B  22/04; B63B  35/44; F05B2240/93; B63B  22/00; B63B2035/446; B63B  21/50; B63B2035/442; F03D  13/25
54719,EP20040015814,Floating water current turbine with counter rotating coaxial rotors,"A plant, generator and rotating member for the production of power from currents in a body of water, comprising a fixedly mounted or floating structure, and a plurality of replaceable generator units (750) supported by the structure and which are driven by the water currents. The structure comprises arms (615, 720, 730). The rotating member (400) comprises a plurality of member sections (410) rotatably mounted on a shaft (405) between an end piece (407) and a tip (406). <??>The generator comprises a contra-rotating rotor (550) and stator (800) connected to respective shafts (500, 820) and bearings, where the stator frame (800) is axially supported (810) on the first shaft (500) and the first shaft (500) at one end thereof is axially supported (810) on the stator frame. The generator according to the invention can be used for the production of electric power, and as an electromotor for the production of mechanical rotational energy. <IMAGE> <IMAGE>",2002,F03B   1/02; F03B  17/061; F03D   9/00; H02K   7/1823; H02K  16/005; B63B2035/4466; F05B2240/40; Y02E  10/38; F05B2210/16; H02K  16/00; F03B  13/10; F03B; F03B   1/00; B63B  35/44; F03B  13/26; H02K   7/18; Y02E  10/223; Y02E  10/28; F03B  17/06; F05B2240/97; F05B2260/72; E02B2017/0091; F03B  11/00; Y02E  10/725
132424,EP20030028095,Foundation for offshore constructions,"The foundation element (1) is enclosed by a collar (2) which rests on the surface of the seabed (4), with both the collar and the part of the foundation element which projects into the seabed made of concrete or a hardened aggregate. The maximum diameter of the collar is between 2 and 10 times the diameter of the foundation element, with a thickness of between one fifth and double the foundation element diameter. The collar can be tethered to rest on the surface of the seabed.",2003,F03D   1/00; F05B2240/95; Y02E  10/727; F03D  13/22; F05B2210/18
140900,EP20020026380,System for the transport and installation of offshore wind turbines,"The system includes at least one land-side assembly foundation (6), a float in the form of a height-adjustable lifting platform for transporting the plant, horizontal lead unit (3, 3c, 9) with receiving devices (3a, 3b) to transfer the generator and a working foundation on the sea side to receive the generator.",2002,F03D   1/00; F03D  13/40; F05B2230/6102; Y02E  10/727; Y02P  70/523; F05B2240/95
147520,EP20040789928,OFFSHORE WIND ENERGY PLANT COMPRISING A FOUNDATION,NULL,2004,E02B  17/02; E02B2017/0078; F03D  13/22; E02B2017/0091; F05B2240/95; E02B  17/0034; F03D   1/00; E02B  17/00; E02D  27/42; Y02E  10/727; E02B  17/0004; E02D  27/425; F05B2260/301
161473,EP20070021775,Vibration damping for a wind turbine plant,"The method involves decreasing the oscillations produced by mechanical effects on a support structure (2,13) by driving a wind energy plant in spinning operation by the support structure. A rotor is arranged at the support structure, which is provided in the wind energy plant. The rotor has a rotor blade (5). The mechanical effects on the carrying structure are induced by water waves (11). Independent claims are also included for the following: (1) a software product with program code medium for implementing the method steps (2) a controlling or regulating device of a wind energy plant, which is designed for implementing the software product.",2007,F03D   7/02; F03D  13/25; Y02E  10/727; E02B2017/0091; F03D   7/0276; F03D   7/0296; F05B2240/95; F05B2260/96; F05B2270/304; F03D   7/0224; F03D   7/00; F05B2270/334; Y02E  10/723; F03D   7/0256; F03D  11/04
200643,EP20080014876,Blade section for a wind turbine blade,"A blade section for a wind turbine blade, the blade section extending along a longitudinal axis and having at least a first end, the blade section comprising a main blade section with a contour having an outer surface. The main blade section at the first end is provided with a number of connection elements, each connection element being pivotally engaged with the main blade section about a rotational axis. Each of the connection elements being provided with a joining means for anchoring each of the connection element to another blade section. The joining means of each of the number of connection elements is arranged in a distance from the rotational axis.",2008,F03D   1/0683; Y10T  29/49321; F03D   1/0675; Y02E  10/721; F03D   1/06; F05B2240/302
220613,EP20030730930,A DEVICE FOR A WIND POWER STATION PLACED IN DEEP WATER,NULL,2003,Y02E  10/727; E02D  27/42; F03D   1/00; F03D   9/00; F03D  11/04; Y02E  10/725; B63B  21/50; E02D  27/425; F03D  13/10; F03D  13/22; B63B  35/4406; B63B2035/442; F03D  13/25; B63B  35/44; E02B2017/0091; B63B2035/446; F05B2240/95
222098,EP20040004172,Auxiliary propulsion unit using the deviation of a fluid stream,"The unit has a rotary, horizontally arranged cylinder with end plates. A fluid stream channel connects to the rotor, in order to produce the propulsion in a desired direction. The fluid stream is directed to a channel and its flow direction meets the rotor to produce the propulsion in a desired direction. The movement takes place upwards or downwards.",2004,F03D   3/00; Y02T  70/58; B63H   9/02
223628,EP20040730134,WIND POWER STATION,NULL,2004,B63B  35/44; B63B  35/4406; E02B2017/0091; F05B2240/93; F03D  13/25; Y02E  10/727; F03D  11/04; F05B2240/95; Y02B  10/30
265283,EP20070705131,INSTALLATION OF OFFSHORE STRUCTURES,NULL,2007,Y02E  10/727; B66C   1/42; E02D  27/42; E04H  12/34; F03D   1/00; F05B2230/6102; B66C   1/108; F03D  11/04; F03D  13/40; B63B   9/06; E02B2017/0091; B63B  35/00; B66C  23/18; E02D  27/425; F03D  11/00; F03D  13/10; B63B  27/10; B66C   1/10; E02B  17/00; F03D  13/25; Y02P  70/523; B66C  23/185; B66C  23/52; F03D  13/22; B63B  35/003; B63B  75/00; B66C  23/42; E02B  17/0004; F05B2240/95
271952,EP20040721840,WIND ENERGY PLANT,NULL,2004,F03D  80/00; F05B2240/912; Y10S 415/905; F03D  11/00; F03D  80/30; Y02A  40/83; A01K  61/00; F03D  13/25; Y02E  10/727; Y02P  60/64; A01K  61/70; F05B2240/95
283036,EP20080734394,METHOD FOR REPLACING A NACELLE INCLUDING THE ROTOR OF AN OFFSHORE WIND TURBINE AND WATERCRAFT FOR CARRYING OUT SAID METHOD,NULL,2008,E02B  17/00; Y02P  70/523; E02B  17/0034; F03D   1/00; Y10T  29/49316; F05B2230/6102; Y02E  10/727; F03D  13/10; B63B  35/44; E02B2017/0091; F05B2230/61; F05B2240/95; Y10T  29/49318
289634,EP20000945889,ROTOR WITH A SPLIT ROTOR BLADE,NULL,2000,B63H   3/00; F04D  29/242; B63H   1/26; B64C  11/18; F04D  29/24; F04D  29/38; B63H   1/18; B64C  11/16; F01D   5/14; Y02T  50/673; B64C  27/00; B64C  27/467; F01D   5/141; F03D   1/06; F03D   1/0608; Y02E  10/721; B63H   1/265
385209,EP20050255846,Electrical machine with double-sided stator,"Machines useful for wind turbine (10) and ship propulsion purposes include a wind turbine generator (12) or a ship propulsion motor with two concentric air gaps. In one embodiment, the machine includes a rotor (16) with an inner rotor core (20) and an outer rotor core (16); and a double-sided stator (24) with an inner stator side (30) and an outer stator side (26). The double-sided stator (24) is concentrically disposed between the inner rotor core (20) and the outer rotor core (16).",2005,B63H2005/1258; H02K   1/06; H02K   1/20; H02K   7/086; H02K  16/00; B63H   5/125; B63H  23/24; F03D   9/25; H02K   5/20; F05B2220/7066; H02K   7/1838; H02K  21/12; F03D  80/60; F05B2220/7068; F03D   9/00; Y02E  10/725; H02K   7/14; B63H  21/17; F03D  15/20; H02K   1/12; H02K  16/02
386716,EP20060254932,System and method for driving a monopile for supporting an offshore wind turbine,"A method for installing an offshore wind turbine system (10) includes driving a cylindrical annular monopole(24) into the soil. The monopole(24) includes a flanged portion (36) configured to support a wind turbine tower (20). The flanged portion (36) extends radially from a peripheral surface of the monopole(24). The method further includes mounting a wind turbine tower (20) directly on to the monopile(24), wherein the wind turbine is supported by the flanged portion (36) of the monopile(24).",2006,F03D  13/10; F03D  13/22; E02D  27/42; F03D  11/04; E02D   7/06; E02D   7/08; E02D  27/425; Y02E  10/727; F03D   1/00; E02D  27/52; F05B2240/95
391598,EP20050815014,TRANSPORT CONTAINER FOR BLADES,"The container for the transport of blades is comprised of side walls made of tubular trusses diagonally crossed by stays, the different trusses are coupled at the bottom with a bolt with lock pin and at the top with a nut and screw. Both side walls are joined at the top and bottom by adjustable stays. On the upper part, as well as the stays there are transversal spacers. At the bottom of the container the tables which act as support for the storage and transport of the blades are installed, said tables incorporate retractable and telescopic support feet. Both ends of the container are closed using two types of cover, the front cover has anchor points for two blades and the rear cover has an anchor point for one blade.",2005,B65D  88/121; B65D  85/68; B65D2585/6897; B65D  88/52; F03D  13/40; Y02E  10/72; B65D  88/005; B61D   3/16
395817,EP20010915121,FLOATING OFFSHORE WIND POWER INSTALLATION,NULL,2001,B63B2035/446; F05B2240/95; Y10S 415/908; E02B2017/0091; F05B2240/93; F03D  13/25; Y02E  10/727
396968,EP20020702794,OFFSHORE FLOATING WIND POWER GENERATION PLANT,NULL,2002,B63B2035/446; F05B2240/40; F03D  11/04; Y02E  10/725; B63B2001/128; F03D   7/04; F05B2240/93; B63B   1/107; B63B  35/44; E02B2017/0091; F05B2240/95; B63B   1/125; F03D   7/06; F03D   9/00; F03D  13/25; Y02E  10/727; B63B  21/50
408977,EP20070824815,MOTION CONTROLLED OFFSHORE PLATFORM FOR WAVE AND WIND POWER GENERATION,NULL,2007,B63B2035/446; F03B  13/00; B63B  35/00; B63B  35/44; B63B  39/02; F03B  13/142; F05B2240/93; F03D  13/20; F03D  13/25; Y02E  10/727; B63B2035/4466; Y02E  10/725; B63B  43/04; F03B  13/14; F03D   9/25; Y02E  10/32; Y02E  10/38
420248,FR20080054638,"Wind turbine for providing electricity to onboard network of boat, has hub with articulation units for articulating blades so as to allow movement of blades between active position and retracted position for storage of blades along body","The wind turbine (1) has a body (2) associated to a hub (3) for fixing blades (4, 5). The hub is extended radially beyond the body, and comprises blade articulation units for articulating the blades so as to allow movement of the blades between an active position by radial projection with respect to the body and a retracted position for storage of the blades along the body. The hub includes radial branches (6-8) for receiving feet (9, 10) of the blades, and articulation rods for articulating the feet on the hub.",2008,F03D   1/0658; F03D   9/00; F03D  11/04; Y02E  10/725; F03D  13/20; F05B2240/931; Y02E  10/721; F03D   1/06; Y02E  10/727
495127,AR19770268070,"DISPOSITIVO DE REMO ACCIONADO POR VELA,PARA IMPULSAR UNA EMBARCACION",NULL,1977,F05B2240/211; F05B2260/72; F03D   3/06; Y02E  10/74; B63H  13/00; B63H   1/32; F03D   3/067; Y02T  70/58
511044,AR19820291096,PLANTA GENERADORA EOLICA,NULL,1982,F03D   9/14; Y02E  10/721; F03D   7/02; F03D   9/008; F03D   9/25; F03D  13/25; B63H  13/00; F03D; F05B2260/74; Y10S 416/08; F05B2220/62; Y02A  20/141; Y02E  10/727; F03D   3/00; F03D   7/0224; F03D   9/32; F05B2260/79; Y02T  70/58; F05B2240/93; F03D   1/00; F03D   9/00; F03D   9/28; F03D  11/04; F03D  13/20; F03D  80/70; Y02E  10/723; Y02E  60/17
530954,AR2002P100416,PLANTA DE ENERGIA EOLICA Y PROCEDIMIENTO PARA EL CONTROL DEL ANGULO DE INCIDENCIA DE UNA PALA DE ROTOR DE UNA PLANTA DE ENERGIA EOLICA,"Planta de energÌa eolica con una torre y un rotor con a lo menos una pala de rotor posicionable individualmente dispuesto en tal torre, con un dispositivo para la captacion de la direccion del viento y un dispositivo para la captacion de la posicion azimutal. El objetivo de la presente es perfeccionar una planta de energÌa eolica del tipo mencionado al comienzo de manera de prolongar la vida util de los accionamientos azimutales y/o posibilitar el empleo de accionamientos azimutales m·s pequenos y, en consecuencia, m·s manipulables. Planta de energÌa eolica con una torre y un rotor con a lo menos una pala de rotor posicionable individualmente dispuesto en tal torre, con un dispositivo para la captacion de la direccion del viento y un dispositivo para la captacion de la posicion azimutal, caracterizada por un control del posicionamiento de la pala de rotor en funcion de una desviacion existente entre la direccion del viento y la posicion azimutal.",2002,F05B2270/326; Y02E  10/725; F03D   1/06; F05B2270/321; Y02E  10/723; Y02E  10/727; F03D   7/02; F03D   7/0204; F03D   7/0224; F03D  13/25; Y02E  10/721; F03D   7/04; F05B2270/20; F05B2240/93
673298,AT331977,VORRICHTUNG ZUR UMWANDLUNG DER ZUFALLSAB- HAENGIGEN ENERGIE EINES IN BEWEGUNG BEFINDLICHEN NATUERLICHEN STROEMUNGSMITTELS IN EINE ENERGIE MIT GEREGELTEM PEGEL,NULL,1977,B63H  13/00; F03B  13/08; F03B  13/10; F05B2210/16; Y02E  10/22; F03B  15/00; H02P   9/04; Y02E  60/17; F05B2240/40; B63H  21/00; F03B  15/06; Y02E  10/226; Y02P  80/158; F03D   9/00; Y02E  10/72; F03B  13/105
719840,AT491079,REGELSCHALTUNGSANORDNUNG FUER EINE HYDROELEKTRISCHE KRAFTWERKSANLAGE,NULL,1979,F03D   9/00; H02P   9/04; Y02E  10/22; Y02E  60/17; F03B  15/00; F03B  15/06; F05B2240/40; F03B  13/08; F03B  13/105; Y02E  10/226; Y02E  10/72; B63H  21/00; Y02P  80/158; B63H  13/00; F03B  13/10; F05B2210/16
787091,AT737578,VERSTELLEINRICHTUNG FUER MIT EINER ACHSE DREHENDE PROPELLERFLUEGEL,NULL,1978,B64C  11/32; F03D   7/02; Y02E  10/723; F03D   7/0224; F05B2260/76; F05B2260/79; Y02E  10/223; F03B   3/14; B63H   3/02; F03B   3/145; F05B2260/74
1394246,WO2000AU01438,A SINGLE OR MULTI-BLADED ROTOR,"A single or multi-bladed rotor for use with a fluid flow generator or reactor, the rotor comprising a central hub (12) which is adapted to be mounted to a rotatable shaft, the rotor further comprises at least one radial blade (11) mounted at one end to the hub, wherein the at least one blade has a fluid reactive face (14) which has the configuration of a logarithmic curve substantially conforming to the golden section, i.e. the order of growth of the radius of the curve which is measured at equiangular radii is constant and conforms to the ratio of 5:8.",2000,F01D   5/141; F03B   3/121; F05B2240/30; F03B   3/12; Y02T  50/673; Y10S 416/02; F03D   1/06; F03D   1/0608; F05D2240/30; F01D   5/14; F05D2200/23; B63H   1/26; F04D  29/38; F05B2200/23; Y02E  10/223; Y02E  10/721; F04D  29/384
1410754,AU1076899,Variable pitch marine propeller,NULL,1998,F03D   7/02; B63H   3/08
1421383,AU1150801,Method and system for installing and transporting an offshore wind power station at sea,NULL,2000,E02B2017/0091; F05B2240/93; F03D  13/25; B63B  35/003; E02B  17/02; E02B2017/0065; F03D  13/40; E02D  27/42; F03D   1/00; F03D  11/04; F05B2240/95; F03D  13/22; F05B2230/6102; Y02E  10/727; E02D  27/425; F03D  13/10; Y02P  70/523
1471690,AU1506201,A single or multi-bladed rotor,NULL,2000,F03D   1/0608; F05D2240/30; Y02T  50/673; F01D   5/14; F03B   3/121; F04D  29/384; F05D2200/23; F01D   5/141; Y02E  10/223; Y02E  10/721; B63H   1/26; F03D   1/06; F04D  29/38; F05B2200/23; F05B2240/30; F03B   3/12; Y10S 416/02
1527787,AU19920019014,Wind powered hydrofoil craft,NULL,1992,B63B   1/28; B63H   9/061; B63B   1/283; B63H   9/06
1683885,AU19970030410,Wave energy converter,NULL,1997,F03D   9/25; F05B2240/95; Y02E  10/38; F03B  13/142; F03D   9/00; Y02E  10/725; F03B  13/14; Y02E  10/32
1719630,AU19890032952,"ROTARY MACHINE WITH NON-POSITIVE DISPLACEMENT, FOR USE AS A PUMP, COMPRESSOR, PROPULSION UNIT, GENERATOR OR DRIVE TURBINE",NULL,1989,B63H   1/14; F04D  29/18; F04D  29/44; F05B2250/232; F03D   1/06; F03D   1/0608; F04D   1/00; Y02E  10/721; B64C  11/005; F01D   1/00; F04D   1/04; B63H   5/14; F05B2250/25; F03B   3/12; F04D   3/00; B64C  11/00; F04D  29/183; F05B2240/243; Y02E  10/223
1821921,AU19850040122,PRODUCING A FORCE WHEN IN A MOVING FLUID,NULL,1985,B64C  23/00; F03G   7/00; B63H   9/06; F03G   7/08; Y02T  70/583; B63H   9/02; F03D; F03D   9/00; Y02E  10/74; F03D   3/00; Y02T  70/58; F03D   5/00; B63H   9/00; Y02E  10/70; Y02E  10/72
1923670,AU19960047242,A wind powered vehicle,NULL,1996,B62B  15/00; B62B  15/001; B63B  15/02; B63H   9/08; B63H   9/06; B63H   9/069; B62B  15/004
1989929,AU5192698,Apparatus for generating electric power using wind force,NULL,1997,F03D   7/0236; F05B2210/18; F05B2240/95; F03D   7/02; F03D  13/25; Y02E  10/727; B63B2035/4466; F03B  13/10; F03D  11/04; Y02E  10/723; F03D   1/00
1992300,AU20000052088,Damping of oscillations in wind turbines,NULL,2000,Y10S 416/06; F03D   7/04; Y02E  10/721; Y02E  10/726; F03D   7/02; F03D  13/20; F03D   1/06; F03D  80/00; Y10S 416/50; F05B2200/23; F05B2240/95; F05B2260/96
2062862,AU19860057115,REDUCTION OF FLUID DRAG AT A SURFACE,NULL,1986,B05D   1/42; B63B   1/32; B64C  21/10; B63B   1/34; F15D   1/12; Y10T 428/24612; B62D  35/00; F15D   1/10; Y10T 428/24322; A41D2400/24; B64C2230/26; F15D   1/004; Y02E  10/72; B05D   5/02; Y02T  50/166; Y10T 428/2813; B05D   3/067; Y10T 428/31786; B29C  59/02; B29C  59/022; Y10T 428/2457
2088734,AU5897680,PROPELLERS,NULL,1979,Y02E  10/721; A63H  33/40; B63H   1/26; B64C  11/16; B64C  11/20; F03D   1/06
2100779,AU20000059831,Rotor with a split rotor blade,NULL,2000,B64C  11/16; Y02T  50/673; B64C  27/00; B64C  27/467; B63H   1/265; B63H   3/00; F01D   5/14; B63H   1/26; F04D  29/24; F04D  29/38; B64C  11/18; F03D   1/06; F03D   1/0608; F04D  29/242; B63H   1/18; F01D   5/141; Y02E  10/721
2101253,AU19980059865,Sail for a wind-powered vehicle,NULL,1998,B63B  35/79; B63H   8/00; B63H   9/10; B63H   9/1021; B63H   9/06
2140736,AU20000062741,Landing stage,NULL,2000,B63B  35/44; E02B  17/025; E02B2017/0091; E02D  27/425; E01D  15/14; E02B  17/027; E02D  27/42; F03D   1/00; B63B  22/02; F03D  13/25; F05B2230/60; Y02E  10/727; Y02P  70/523; F05B2240/95; B63B  35/50; F03D  13/22; E01D  11/02; E02B2017/0073; F03D  11/04; F03D  13/40; E01D  15/24; E02B2017/0069; F03D  13/10; F05B2230/80; Y02B  10/30
2307090,AU19960076138,Shaft phase control mechanism,NULL,1996,B64C  27/80; B23B  31/26; B23B  31/36; B64C  11/34; B64C  11/32; B23B  31/42; F03D   7/04; F01L   1/34; B64C  27/605; B64C  27/78; B63H   3/02; B64C  11/36; Y02E  10/723
2328206,AU19810077983,FORCE PRODUCED BY FLUID FLOW OVER + VACUUM PRODUCED BY BODY,NULL,1981,B64C  21/025; F03D   3/007; F03D   5/00; Y02T  50/166; Y02T  70/58; B63H   9/00; F05B2240/201; B63H   9/02; B64C2230/06; F15D   1/12; Y02E  10/74; B64C2230/04; Y02E  10/721; B64C  21/02; B64C  21/08; B63H   9/04; B64C  21/06; B64C2230/22; F03D   3/00
2389954,AU19910084645,FLOATING RENEWABLE ENERGY GENERATING STATION,NULL,1991,F03B   7/00; F03B  13/26; F03B  13/264; F03B  17/063; F03D   9/00; Y02E  10/72; F03B  17/06; F03D   9/008; Y02E  10/28
2420137,AU19820089047,WIND MILL COMPRISING AT LEAST ONE BLADE ROTATING ABOUT A ROTATION AXIS,NULL,1982,F03D   9/00; B63H  13/00; F05B2260/74; Y02T  70/58; Y10S 416/08; F03D   9/32; F05B2260/79; Y02A  20/141; Y02E  10/721; F03D; F03D   3/00; F03D   7/02; F03D   9/008; F03D   9/25; F03D   9/28; F03D  13/25; F05B2240/93; F03D   7/0224; F03D   9/14; F03D  11/04; F03D  80/70; Y02E  10/723; F05B2220/62; Y02E  60/17; F03D   1/00; F03D  13/20; Y02E  10/727
2449237,WO1996AU00763,SHAFT PHASE CONTROL MECHANISM,"The phase control mechanism includes first gears (3, 4) coupled to the output shafts which are to be phase controlled. A transfer gear (5) is provided for rotation or operation independent of the input and is coupled to the first gears (3, 4) to allow rotary motion to be transferred between the first gear members and a phase adjuster (10) causes the first gears (3, 4) to advance on regress relative to one another to change the phase relationship between the outputs.",1996,B63H   5/10; B64C  11/32; F03D   7/04; B64D  31/12; F03D   7/02; F16H  35/008; Y10T  74/19093; B23B  31/28; F16D   3/10; Y02E  10/723; F03D  15/00; F03D  15/10; F16H  35/00; B23B  31/36; Y02E  10/722; Y10T  74/19084; B64C  27/54; F03D  11/02; F05B2260/40311; F16H  37/06; Y10T  74/1956; F01L   1/352; F03D   7/0224; F05B2260/4031; F16H  35/18
2523242,AU20010285938,Wind park,NULL,2001,F05B2240/96; B61B  12/02; F03D   9/25; Y02P  70/523; Y02E  10/727; F03D   9/257; H02P   9/00; F03D  80/00; F05B2240/95; Y02E  10/725; F03D  13/25; F03D  80/50; B61B   7/00; F05B2230/80
2532548,AU20020246073,Azimuth guidance for a wind energy plant,NULL,2002,F05B2270/321; F03D   7/0204; F03D   7/04; F05B2270/20; Y02E  10/725; F03D   7/02; F03D  13/25; Y02E  10/727; F03D   7/0224; F05B2240/93; Y02E  10/721; F03D   1/06; Y02E  10/723; F05B2270/326
2542597,AU20020318086,"Plant, generator and propeller element for generating energy from watercurrents",NULL,2002,B63B  35/44; F03B   1/00; F03B  17/06; Y02E  10/28; F03B  13/10; F05B2210/16; F05B2240/97; E02B2017/0091; F03B; F03B  11/00; Y02E  10/725; F03B  13/26; F03B  17/061; F05B2260/72; H02K   7/18; H02K   7/1823; H02K  16/005; Y02E  10/223; Y02E  10/38; B63B2035/4466; F03B   1/02; F05B2240/40; H02K  16/00; F03D   9/00
2550245,AU20020340927,Method for operating a wind park,NULL,2002,F03D   9/257; F05B2270/304; F03D   7/0284; F05B2270/337; Y02B  10/30; F03D   7/0272; F03D   7/04; F05B2270/1033; F03D   7/02; H02P   9/00; F03D   9/255; F05B2270/335; H02J   3/386; Y02E  10/763; Y10T 307/724; B63H   1/06; F03D   7/00; H02J   3/38; Y02E  10/723; Y02E  10/725; F03D   7/048; F03D   9/00
2580987,AU20030210246,Offshore wind park,NULL,2003,F03D   9/11; F03D   9/257; F03D  11/00; H02K   7/18; F03D   1/02; F03D  80/55; F05B2240/96; F03D   9/00; F03D   1/00; F03D  80/50; Y02E  10/722; Y02E  10/727; F03D  80/00; F05B2240/95; F03D  11/04; F03D  13/20; F03D  13/25; Y02E  70/10
2582425,AU20030211860,Wind energy turbine,NULL,2003,F03D   1/02; E02B2017/0091; F05B2240/95; F03D   1/00; F03D  13/20; F03D  80/50; F03D  11/04; F03D  80/70; Y02E  10/727; Y02P  70/523; F03D  13/25
2584246,AU20030213772,Offshore wind turbine,NULL,2003,F05B2220/62; Y02E  70/10; Y02A  20/141; F03D   9/00; Y02E  10/723; B63B   1/047; F03D  11/04; F05B2220/61; Y02E  10/727; B63B  35/44; B63B2035/446; E02B2017/0091; F03D   9/255; F05B2240/95; Y02P  80/22; F03D  13/25; B63B2001/044; F03D   1/02; F05B2240/93
2605922,AU20030236193,A blade for a wind turbine and a method of assembling laminated profiles for a blade,NULL,2003,F03D   1/0675; F03D   3/06; F05B2230/60; Y02E  10/721; Y02P  70/523; B63H   1/26; F03D   1/06; F05B2280/6003
2610449,AU20030241229,A device for a wind power station placed in deep water,NULL,2003,B63B  21/50; B63B2035/446; E02D  27/425; F03D  13/22; B63B  35/4406; E02B2017/0091; F03D   1/00; F05B2240/95; F03D  13/25; Y02E  10/727; B63B  35/44; E02D  27/42; F03D  13/10; B63B2035/442; F03D   9/00; F03D  11/04; Y02E  10/725
2629694,AU20030260797,Floating solar chimney,NULL,2003,F05B2240/922; F05B2240/93; F03G   6/045; F03D   1/04; F05B2240/131; Y02E  10/465; F03G   6/04
2657005,AU20030288590,Floating foundation for wind energy production and methods for constructing and using asaid floating foundations,NULL,2003,F03D  13/25; Y02E  10/727; Y02P  60/64; B63B2035/446; E02B2017/0091; F05B2240/95; Y02P  70/523; F03D  13/22; A01K  61/60; E02D  27/42; E02D  27/425; F03D   1/00; Y02A  40/826; A01K  61/00; B63B  35/44; F05B2240/93
2670537,AU20030302307,Manual hydrofoil and spar truss assembly for wind powered watercraft,NULL,2003,B63B  39/06; B63B   1/24; B63B  41/00
2684622,AU20040207180,Method for the erection of a wind energy plant and wind energy plant,NULL,2004,F03D  13/10; H01F  27/085; F03D  13/20; F03D  13/25; F05B2260/64; F03D  13/22; F03D  80/00; F05B2230/60; F05B2250/231; F05B2260/20; H01F  27/025; Y02E  10/727; F03D   9/25; F03D  80/60; F05B2240/14; Y02P  70/523; F03D   1/00; F03D  11/00; F05B2240/95; F03D  11/04
2690473,AU20040235020,Wind power station,NULL,2004,Y02B  10/30; B63B  35/4406; F05B2240/93; Y02E  10/727; B63B  35/44; E02B2017/0091; F05B2240/95; F03D  11/04; F03D  13/25
2694001,AU20040253992,Wind energy plant,NULL,2004,A01K  61/70; F03D  80/30; F05B2240/912; Y10S 415/905; A01K  61/00; F03D  13/25; Y02A  40/83; F05B2240/95; Y02P  60/64; F03D  80/00; Y02E  10/727; F03D  11/00
2715718,AU20050224580,A method for reduction of axial power variations of a wind power plant,NULL,2005,F03D   7/0204; F03D   7/024; F03D   7/0224; F03D   7/04; F03D  11/00; F03D; F03D   7/0276; F03D   7/042; F05B2240/95; F05B2270/321; F03D   7/02; F05B2240/93; F05B2270/1095; F05B2270/327; F03D   7/0292; Y02E  10/723; F05B2270/331; F05B2270/404; F05B2270/808; F05B2260/821; F05B2270/1016
2740859,AU20060203670,System and method for driving a monopile for supporting an offshore wind turbine,"SYSTEM AND METHOD FOR DRIVING A MONOPILE FOR SUPPORTING AN OFFSHORE WIND TURBINE A method for installing an offshore wind turbine system (10) includes driving a 5 cylindrical annular monopole(24) into the soil. The monopole(24) includes a flanged portion (36) configured to support a wind turbine tower (20). The flanged portion (36) extends radially from a peripheral surface of the monopole(24). The method further includes mounting a wind turbine tower (20) directly on to the monopile(24), wherein the wind turbine is supported by the flanged portion (36) of the monopile(24). 48 --- - ~-T- -A ,40 24",2006,F03B  11/04; F05B2240/95; E02D  23/08; E02D  27/425; F03D  13/22; E02D   7/06; E02D   7/08; E02D  27/42; Y02E  10/727; E02D  27/52; F03D  13/10
2743797,AU20060220427,Method for adapting a wind energy installation to given wind conditions,"Abstract (in conjunction with Figure 1) The invention relates to a method for operating a wind energy installation, in particular for adapting a wind energy installation (10) to given wind conditions, the wind energy installation (10) having a rotor (16), which can be driven by wind, with at least two rotor blades (20), whose respective angles of incidence of the wind can be adjusted by means of at least one adjustment device, and having a generator for converting the mechanical energy of the rotor (16) to electrical energy. In this case, during operation of the wind energy installation, parameters are measured with spatial and/or temporal resolution on the side of the wind energy installation (10) facing the wind, said parameters describing the wind conditions in the measurement region, preferably the wind speed and/or the wind direction. The wind parameters are measured at various vertical distances from the ground, namely various heights. The wind parameters are measured at horizontal distances from the rotor (16), which are selected such that the angles of incidence of the wind on the individual rotor blades (20) can be adapted in response to the measured wind parameters before the wind on which the wind parameters are based, in particular a wind front or a gust of wind, reaches the rotor (16) . Values are predicted or calculated, in particular continuously or periodically, from the measured wind parameters - prognosis values - which describe wind conditions occurring in the future at the rotor blades for various heights. The angles of incidence of the wind on the individual rotor blades (20) are adjusted individually and independently of one another, preferably a plurality of times during a complete revolution of a rotor blade, depending on these predicted or calculated prognosis values at the various heights. C%4 CN mj C>H PiI gLL'% List of reference symbols: 10 Wind energy installation 11 Underground 12 Tower 14 Pod 16 Rotor 18 Hub 20 Rotor blade 21 Rotor blade tip 22 Circular area 24 Region of gust of wind 25 Measurement path 26 Region of gust of wind 27 Measurement path 28 Region of gust of wind 29 Measurement path 30 Ring-shaped region 31 Inner radius 32 Outer radius",2006,F03D   1/02; F03D   7/02; Y02E  10/723; F05B2270/806; F03D   7/0224; F05B2260/821; F03D   7/042; F03D   7/048; F05B2270/404; F03D   7/024; F05B2270/1033; F03D   7/028; F05B2240/95; F05B2270/20; F05B2270/32; F05B2270/321; F05B2270/322
2758977,AU20060312131,Wind sail receptor,"A wind sail receptor for turning in a wind or flow of water, turning an axle that operates a power generator device that produces a power output for performing work or provides for passing that power output to a storage arrangement. The wind sail receptor preferably includes, from six to ten identical, equally spaced blades between a rear hub and a forward disk, with the rear hub and forward disk connected to an axle that is mounted to a frame through bearings, allowing the wind sail receptor to turn freely when it is pointed into a wind or water flow. Which wind sail receptor blades are formed from two sections of three to five equal spaced blades, and each section is formed from a single flat section of a stiff material, wherefrom radial sections have been removed to form the individual blades that are equal spaced around a hub, and which section hubs are fitted to one another and the blades bent into like curves, and outer blade ends are secured, at equal spaced intervals to a forward disk, forming the wind sail receptor.",2006,F05B2210/16; F04D  29/26; Y02E  10/721; F03D   1/0608; Y10S 416/02; B63H   1/265; F05B2250/25; Y10S 415/908; Y02P  70/523; Y10S 416/06
2759940,AU20060319085,Machine for producing water from wind energy,"The present invention relates to a wind machine (1) for producing water by condensation, comprising a wind rotor (3), an air-dehumidifying unit (6) and at least one electric power generation means (5, 51), these being supported by a tower (4) anchored in the ground, said dehumidifying unit comprising at least one refrigeration compressor (7), at least one condensor (8) and at least one evaporator (9) that are connected together by a refrigerant fluid circuit, incorporating a means of expanding said fluid, said machine furthermore including means (12) for recovering and storing condensed water vapour. According to the invention, said at least one electric power generation means (5, 51) is mechanically coupled directly to said wind rotor via its rotation shaft (3c). The wind machine (1) includes a device (13) for storing and recovering the electric power thus generated and a device for automatically controlling and regulating the dehumidifying unit (6), said at least one electric power generation means and said storage device being connected together, to said dehumidifying unit and to said device for controlling and regulating the latter, in order to allow it to operate continuously, independently of the wind energy available for driving said rotor.",2006,F03D   9/11; F03D   9/00; Y02P  90/50; F03D   9/25; Y02E  10/725; F05B2260/20; B01D  53/26; Y02A  20/109; E03B   3/28
2762742,AU20060340933,A system for generating electric energy,"The invention relates to a system for generating electric energy from renewabie energy sources. The system includes a plurality of generator aggregates (4a-6c) arranged in the sea and a plurality of switchgears (1 a-1 c) arranged in the sea. Each switchgear (1 a-1 c) is connected to a plurality of the generator aggregates (4a-6c). According to the invention the system includes a plurality of primary intermediate stations (17a-17c). The system also includes at least one secondary intermediate station (19). Each primary intermediate station (17a-17c) is connected to a plurality of the switchgears and each secondary intermediate station (19) is connected to a plurality of the primary intermediate stations (17a-17c). The secondary intermediate station is also connected to a land based electric network. Switching means (192) is present for allowing selective connection to various locations (193,194,195) in the electric network.The invention also relates to an electric network and to a method for supplying energy to an electric network.",2006,F03D   9/255; Y02E  10/763; F03D   9/257; H02J   3/386; H02J   3/382; Y10T 307/696; F03D   9/008; F03D  13/25; Y10T 307/718; Y02E  10/72; F03B  13/18; F03D  13/22; Y02E  10/38
2776526,AU20080201590,Method for the erection of a wind energy plant and wind energy plant,"Abstract The object of the invention is to develop a method by means of which the erection of wind power installations can be effected even more advantageously but in particular also more quickly. A further aim of the invention is to provide in particular a solution which is suitable for offshore wind power installations. A wind power installation comprising a pylon which is based on a foundation and a power module, wherein the power module has at least one transformer, by means of which the electrical energy provided by the generator of the wind power installation is transformed to a medium voltage or a high voltage, wherein the power module also includes further units, by means of which the electrical energy produced by the generator of the wind power installation is controlled and/or supplied and/or converted, wherein the power module has a support which is placed on the foundation of the wind power installation, and the support accommodates the electrical devices of the power module such as for example the transformer and the width and/or length of the power module are less than the diameter of the pylon of the wind power installation in the foundation region, characterised in that the power module is accommodated by a container, wherein the wall of the container is disposed between the pylon wall and the power module. (Figure 8) Fig.8",2008,F03D  11/00; F03D   1/00; F03D  11/04; Y02E  10/72
2826807,BE19770177447,SYSTEME POUR TRANSFORMER L'ENERGIE ALEATOIRE D'UN FLUIDE NATUREL,NULL,1977,B63H  13/00; F05B2210/16; F03B  13/08; Y02E  10/72; Y02P  80/158; F03B  15/00; F03B  15/06; B63H  21/00; F03D   9/00; F05B2240/40; H02P   9/04; Y02E  10/226; F03B  13/10; Y02E  60/17; F03B  13/105; Y02E  10/22
2844814,BE19790195636,ELECTRICITEITSCENTRALE OP ZEE D.M.V. GOLFSLAGENERGIE,NULL,1979,F03B  13/14; F03B  13/145; F03D  11/04; B63B2035/4466; F05B2240/95; F03D  13/25; Y02E  10/727; Y02E  10/38; E02B2017/0091
2844921,BE19790195744,WERKWIJZE VOOR HET BEDRIJVEN VAN EEN OM EEN DRAAIINGSAS DRAAIBARE ROTOR EN ROTOR BESTEMD VOOR HET UITVOEREN VAN EEN DERGELIJKE WERKWIJZE,NULL,1979,F04D  29/18; Y02P  60/12; B63H   1/12; F05B2210/16; Y02E  10/721; F01D   1/00; F03B   3/12; Y02E  10/223; B01F   7/06
2909930,BE19640644824,NULL,NULL,1964,F03D   3/06; Y02E  10/74; F03D   3/062; B63H  13/00; B62D  57/04; Y02T  70/58
3028003,BE19794004380,"ELECTRISCH AANGEDREVEN VAARTUIGEN DIE TIJDENS HET VAREN, HET VOOR ANKER OF GEMEERD LIGGEN HUN ELECTRISCHE STOOM PRODUCEREN ZONDER BRANDSTOF",NULL,1979,B63H  19/00; F03D  13/20; F03D  11/04; Y02E  10/725; F05B2220/706; B63H   3/00; F05B2240/931; Y02E  10/727
3285572,BED710801,NULL,NULL,1968,F03D   3/06; F03D   9/25; Y02T  70/58; F03D   9/00; F03D   9/28; Y02E  10/74; F03D  15/20; F03D   9/32; B63H  13/00; F03D   3/065
3396123,BG19900092859,PROPELLER,"??????? ?????? ?????????? ? ????????????? ?????????????, ??-????????? ? ???????????????, ?????????????????, ??? ??????? ??????? ? ??. ??????????? ??????. ?? ? ? ????????? ???????????? ???????????. ??????? ?? ?????? ?? ????????? ? ?????? (1) ??? (2),??? ????? ?? ???????? ???????? ??????? (3), ????????? ?????? ??? ???????? ?? ?? (4), ?????????? ???????? ?? ???? (2), ? ????? ?????? ???? ? ???????? ??????? ????? ?????? (5). ???????????? ?? ???? (2)? ?????????? ???????? ??? (6), ? ?????? ???? ?? ????? ??? ????? ?????? (7), ???????? ? ????????? ????? ?????? (5), ? ??????? ?? ???? ? ??????? ???? ?????????? (8) ??? ????????? ??? (9). ????? (9) ? ??????? ???? ????? ?????????? (10) ? ???? (2), ??? ????? ? ???????? ?????????? ???? ?? ???????? (11) ? ??????? (12 ? 14) ?? ???????? ???????????? ?? ???? (2), ????????? ?????? ??????? (1) ? ????????? (3). ???????? ? ?????????? ?? ??????????? ????????? ???????? ??.30 ?? ??.",1990,B63H   1/00; F03D   7/00; Y02E  10/723; B64C  27/46; F03D   1/00; B64C  11/04; F03D  11/02
3400119,BG19940098824,DYNAMIC WING,"The wing shall find application as a device for thegeneration of ecologically clean energy, for driving verticaltake-off aircraft and flying, and for vessels and turbines, forthe generation of energy from wind and water currents and the seawaves and sea tides and for driving fluid mass in pumps or fans.The wing ( 1 ) having the shape of a rectangular parallelepipedplate is suspended on crankshaft pins (2 & 3) of parallelpositioned crank shafts (4 & 5) which are meshed in ratio 1:1 bygears (6 & 7), one of them being simultaneously driving or drivenmotor shaft.",1994,B64C  29/00; B63H  19/00; Y02E  10/70; Y02E  10/28; E02B   9/08; F03B  13/00; B64C  33/02; F03D   5/00
3413401,BG20050109359,SUN-AND-WIND INSTALLATION FOR HYDROGEN PRODUCTION,"The sun-and-wind installation for production of hydrogen provides the possibility to store the produced gases under pressure, and produces along with that heat and electricity through co-generating sun modules. It consists of two or several coaxial vertical-axial-flow wind turbines (1 and 2). Above the top turbine (2) a radiator (4) is mounted, onto which there is attached a photovoltaic module (5) that charges an accumulator (6). To the accumulator (6) there are connected also the terminals of an electric generator (7) coupled to the shaft of the turbines (1 and 2). Besides, the accumulator (6) feeds the electrolyser (8), while the radiator (4) through a heat exchanger (9) preheats the water flowing from the water tank (10) into the electrolyser (8). The produced hydrogen and oxygen are pumped out of the electrolyser (8) respectively into tanks (11 and 12), in the hydrogen tank (11) there being placed a hard-aggregate absorbent (13) of hydrogen. The photovoltaic panel (5) of the hydrogen production installation has a system for heliostatic orientation towards the sun.",2005,Y02E  10/50; B63B  35/44; F03B  13/00; H01L  31/042; H01L  31/058; Y02E  10/60; C25B   1/04; F03D   3/02; F03D   9/00; Y02E  10/74
3461920,BR20000014413,"Ponte de desembarque para uma instalaÁ„o de energia eÛlica fora da costa, e, instalaÁ„o de energia eÛlica fora da costa","'PONTE DE DESEMBARQUE PARA UMA INSTALAÁ„O DE ENERGIA EÛLICA FORA DA COSTA, E, INSTALAÁ„O DE ENERGIA EÛLICA FORA DA COSTA'. A invenÁ„o se refere a uma ponte de desembarque para uma instalaÁ„o de energia eÛlica fora da costa, com um local de atracaÁ„o ( 28 ) para navios ( 30 ), um local de aterrissagem ( 25 ) para helicÛpteros e uma ligaÁ„o de trajeto ( 32 ) comum desde o local de atracaÁ„o e o local de aterrissagem atÈ a instalaÁ„o.",2000,E01D  11/02; E01D  15/24; F03D  11/04; F05B2230/60; F05B2230/80; Y02E  10/727; B63B  35/44; E02D  27/42; F03D   1/00; E01D  15/14; E02B2017/0073; F03D  13/10; F03D  13/40; Y02B  10/30; B63B  22/02; E02B  17/025; E02B  17/027; E02B2017/0069; F03D  13/22; Y02P  70/523; E02B2017/0091; E02D  27/425; F05B2240/95; B63B  35/50; F03D  13/25
3479296,BR20010114687,"parque eÛlico, e, processo para o controle de telefÈrico.","'PARQUE EÛLICO'. A presente invenÁ„o se refere a um assim chamado parque eÛlico com pelo menos duas instalaÁıes de energia eÛlica e, em particular, parques eÛlicos fora da costa. Para indicar um parque eÛlico, em que os transportes entre as instalaÁıes de energia eÛlica individuais podem ser realizados de forma menos dependente do tempo e mais segura, pelo menos uma conex„o de cabo (10) est· prevista entre pelo menos duas das instalaÁıes de energia eÛlica (12) de um parque eÛlico, e um recipiente (14) È disposto nesta conex„o de cabo (10).",2001,B61B  12/02; F03D   9/25; F03D  80/50; F05B2240/95; F03D  13/25; B61B   7/00; F03D  80/00; F05B2230/80; F03D   9/257; H02P   9/00; Y02E  10/727; F05B2240/96; Y02E  10/725; Y02P  70/523
3488692,BR20020207057,"instala«Áo de energia e‡lica, e, processo de controle do ¬ngulo de incid ncia de uma l¬mina de rotor de uma instala«Áo de energia e‡lica.","'INSTALAÁ„O DE ENERGIA EÛLICA, E, PROCESSO DE CONTROLE DO ‚NGULO DE INCIDÍNCIA DE UMA L‚MINA DE ROTOR DE UMA INSTALAÁ„O DE ENERGIA EÛLICA'. A presente invenÁ„o se refere a uma instalaÁ„o de energia eÛlica compreendendo uma torre e um rotor disposto sobre a torre e tendo pelo menos uma l‚mina de rotor individualmente ajust·vel, compreendendo um dispositivo para determinar a direÁ„o de vento e um dispositivo para determinar a posiÁ„o azimutal. O objetivo da presente invenÁ„o È de desenvolver uma instalaÁ„o de energia eÛlica do tipo inicialmente mencionado, de tal maneira, que a vida ˙til do acionamento azimutal È prolongada e/ou È possÌvel utilizar acionamentos azimutais menores e que podem ser melhor manuseados. Uma instalaÁ„o de energia eÛlica compreendendo um torre e um rotor disposto sobre a torre e tendo pelo menos uma l‚mina de rotor individualmente ajust·vel, compreendendo um dispositivo para determinar a direÁ„o de vento e um dispositivo para determinar a posiÁ„o azimutal È caracterizada por compreender um controle do ajuste de l‚mina de rotor na dependÍncia de um desvio entre a direÁ„o de vento determinada e a posiÁ„o azimutal determinada.",2002,F03D   7/04; Y02E  10/727; Y02E  10/723; Y02E  10/725; F03D   7/0204; F05B2270/20; F05B2270/321; F05B2270/326; Y02E  10/721; F03D   7/02; F03D  13/25; F05B2240/93; F03D   1/06; F03D   7/0224
3504039,BR20030307312,"parque eÛlico, e, processo para o controle do telefÈrico.","'PARQUE EÛLICO, E, PROCESSO PARA O CONTROLE DO TELEFÈRICO'. A presente invenÁ„o se refere a assim chamados parques eÛlicos, com pelo menos duas plataformas e, em particular, a parques eÛlicos Fora da costa. Para indicar um parque eÛlico, no qual o transporte entre instalaÁıes de energia eÛlica individuais pode ser realizado de modo menos dependente do tempo e mais seguro, uma conex„o por cabo (10) È prevista entre pelo menos duas das instalaÁıes de energia eÛlica (12) de um parque eÛlico, e nesta conex„o por cabo (10) È disposto um recipiente (14).",2003,F03D   1/00; F03D   9/00; F03D  11/04; F03D   9/257; F03D  80/50; Y02E  10/722; Y02E  10/727; Y02E  70/10; F03D   1/02; F05B2240/96; F03D  11/00; F03D  80/00; F05B2240/95; F03D   9/11; F03D  80/55; F03D  13/20; F03D  13/25; H02K   7/18
3504040,BR20030307313,instalaÁ„o de energia eÛlica e processo para construÁ„o da mesma.,"'INSTALAÁ„O DE ENERGIA EÛLICA E PROCESSO PARA CONSTRUÁ„O DA MESMA'. A invenÁ„o se refere a uma instalaÁ„o de energia eÛlica e ‡ instalaÁ„o de uma tal instalaÁ„o de energia eÛlica, em particular na ·rea Offshore. Na montagem atÈ agora conhecida de instalaÁıes de energia eÛlica, uma torre da instalaÁ„o de energia eÛlica È inicialmente construÌda, sendo que esta torre È formada por uma torre de aÁo, torre de concreto ou tambÈm de uma torre de mastro de treliÁa. ApÛs a torre ter sido erguida, uma casa de m·quinas È montada no topo da torre e a dita casa de m·quinas inclui ent„o a gÛndola inteira, o gerador, o rotor e outras partes. Uma tal casa de m·quinas com l‚minas de rotor fixadas na mesma e um gerador fixado na mesma È referida a seguir como uma unidade de rotor. O objetivo da presente invenÁ„o È de prover medidas tÈcnicas que permitam a instalaÁ„o de instalaÁıes de energia eÛlica Offshore em quase qualquer tempo, mesmo quando as ondas tiverem altura pequena ou moderadas. A invenÁ„o atinge o objetivo acima mencionado por uma instalaÁ„o de energia eÛlica com uma torre que recebe um suporte montado rotativamente, em que o suporte recebe pelo menos um e preferivelmente varios rotores, os quais est„o situados em um plano deslocado em relaÁ„o ‡ torre, e o suporte È posicionado de tal maneira que o centro dos rotores est· situado abaixo do topo da torre.",2003,F03D   1/00; Y02E  10/727; E02B2017/0091; F05B2240/95; F03D   1/02; F03D  11/04; F03D  80/70; Y02P  70/523; F03D  13/20; F03D  13/25; F03D  80/50
3505693,BR20030309215,p· para uma turbina de vento e mÈtodo de montagem de perfis laminados para uma p·.,"'P· PARA UMA TURBINA DE VENTO E MÈTODO DE MONTAGEM DE PERFIS LAMINADOS PARA UMA P·'. A invenÁ„o refere-se a uma p· para uso em uma turbina de vento e a um mÈtodo de montar perfis laminados (3, 5) para uma p· para uma turbina de vento. O desenvolvimento no sentido de p·s cada vez maiores requer que a tecnologia de fabricaÁ„o seja revista e novos mÈtodos aplicados, em particular com relaÁ„o a aspectos referentes ‡ resistÍncia e peso. È um objetivo da invenÁ„o fornecer uma p· que possa ser fabricada de forma mais precisa e com grande uniformidade com relaÁ„o ‡ resistÍncia, de p· para p·, e que seja mais leve do que p·s da tÈcnica anterior. Aspectos novos da invenÁ„o consideram que a asa compreende uma parte de viga (2) que compreende pelo menos uma primeira parte (4) e pelo menos uma segunda parte (6), a referida primeira parte (4) compreendendo pelo menos uma parte de corpo (12) conectada a pelo menos uma superfÌcie de montagem (10), e a pelo menos um flange de encontro (14), a referida segunda parte (6) compreendendo pelo menos uma parte de corpo (18) conectada pelo menos a uma superfÌcie de montagem (16) e a pelo menos um flange de encontro (20), onde as partes (4, 6) s„o ajustadas pelo uso de meios para ajuste de altura (8) e conectadas entre si nas superfÌcies de montagem (10, 16) e onde os perfis laminados (3, 5) s„o montados em torno da parte de viga (2) e colados contra respectivos flanges de encontro (14, 20). Desse modo se obtÈm que a altura da parte de viga pode ser ajustada de acordo com a espessura dos perfis laminados, de tal modo que a junta colada atinja a espessura desejada. Desse modo economiza-se uma quantidade de cola, uma vez que se evita dosagem extra, pelo que a p· se torna mais barata e mais leve.",2003,F05B2280/6003; B63H   1/26; Y02P  70/523; Y02E  10/721; F03D   3/06; F05B2230/60; F03D   1/06; F03D   1/0675
3775758,BR19969612524,Mecanismo de controle de fase de eixos,NULL,1996,F03D   7/02; F03D  15/00; F03D  15/10; F16H  35/00; F16H  35/008; Y10T  74/19093; B23B  31/28; F05B2260/4031; F16H  35/18; Y10T  74/1956; B23B  31/36; B64C  27/54; F03D  11/02; Y10T  74/19084; B64D  31/12; F16D   3/10; Y02E  10/722; F01L   1/352; F05B2260/40311; F16H  37/06; Y02E  10/723; B63H   5/10; B64C  11/32; F03D   7/0224; F03D   7/04
3858262,BR2004PI06933,"INSTALA«√O DE ENERGIA E”LICA, E, PROCESSO PARA A MONTAGEM DA MESMA","'INSTALAÁ„O DE ENERGIA EÛLICA, E, PROCESSO PARA A MONTAGEM DA MESMA'. O objetivo da invenÁ„o È desenvolver um processo por meio do qual a construÁ„o de instalaÁıes de energia eÛlica pode ser efetuada atÈ mesmo mas vantajosamente, mas em particular tambÈm mais rapidamente. Um outro objetivo da invenÁ„o È prover em particular uma soluÁ„o que È adequada para instalaÁıes de energia eÛlica Fora da costa. Uma instalaÁ„o de energia eÛlica compreendendo uma torre que È baseada sobre uma fundaÁ„o e um mÛdulo de potÍncia, sendo que o mÛdulo de potÍncia tem pelo menos um transformador, por meio do qual a energia elÈtrica provida pelo gerador da instalaÁ„o de energia eÛlica È transformada em uma mÈdia tens„o ou uma alta tens„o, sendo que o mÛdulo de potÍncia tambÈm inclui outras unidades, por meio das quais a energia elÈtrica produzida pelo gerador da instalaÁ„o de energia eÛlica È controlada e/ou suprida e/ou convertida, sendo que o mÛdulo de potÍncia tem um suporte que È colocado sobre a fundaÁ„o da instalaÁ„o de energia eÛlica, e o suporte acomoda os equipamentos elÈtricos do mÛdulo de potÍncia tais como, por exemplo, o transformador e a largura e/ou comprimento do mÛdulo de potÍncia s„o menores do que o di‚metro da torre da instalaÁ„o de energia eÛlica na regi„o de fundaÁ„o, È caracterizada pelo fato de que o mÛdulo de potÍncia È acomodado por um recipiente, sendo que a parede do recipiente È disposta entre a parede de torre e o mÛdulo de potÍncia.",2004,Y02P  70/523; F03D  11/00; F03D  80/60; F05B2240/95; E04H  12/00; F03D   1/00; F05B2230/60; Y02E  10/727; F03D  13/10; F05B2260/64; F03D  13/22; H01F  27/02; H01F  27/06; F03D  11/04; F03D  13/20; F03D  13/25; F03D   9/25; F05B2240/14; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; H01F  27/085
3863428,BR2004PI12133,INSTALA«√O DE ENERGIA E”LICA,"'INSTALAÁ„O DE ENERGIA EÛLICA'. A invenÁ„o refere-se um uma instalaÁ„o de energia eÛlica fora da costa ou na costa. Tais instalaÁıes de energia eÛlica fora da costa j· foram construÌdas, enquanto outras, todavia, ainda est„o sendo atualmente planejadas. Sempre que edifÌcios feitos pelo homem s„o erguidos no mar, as correspondentes estruturas do edifÌcio, as quais est„o abaixo da linha de ·gua, s„o providas com um revestimento que protege o edifÌcio. S„o tambÈm conhecidos, em particular, navios que s„o providos externamente com um revestimento de proteÁ„o (TBT), o qual È extremamente problem·tico n„o apenas quimicamente mas tambÈm serve para a finalidade de prevenir na maior extens„o possÌvel o depÛsito de fauna e flora marinhas em relaÁ„o a instalaÁıes de energia eÛlica fora da costa (conchas, cracas, e outras criaturas do mar). È revelada uma instalaÁ„o de energia eÛlica fora da costa, compreendendo uma construÁ„o subaqu·tica que È externamente provida com uma estrutura que favorece um crescimento de fauna e flora marinhas.",2004,F03D  11/00; F03D  80/00; Y02A  40/83; Y10S 415/905; A01K  61/70; F05B2240/95; A01K  61/00; F03D  13/25; Y02E  10/727; Y02P  60/64; F03D  80/30; F05B2240/912
4069181,CA19770291833,ELECTRIC POWER GENERATION FROM NON-UNIFORMLY OPERATING ENERGY SOURCES,"Electric power is generated from a non-uniformly operating energy source such as wind or water waves by driving hydraulic pump means by a wind wheel or a bobbing float. The pump feeds hydraulic medium into a cylinder to raise a piston loaded by a weight. When the weight rises above a predetermined level, the medium is fed under its constant pressure to drive an hydraulic motor connected to an induction generator. Because the generator is driven at constant power (though intermittently) it can be connected to the public mains supply, eliminating the need to store power, without sophisticated interface arrangements. A second generator connected to a resistive space or water heating load can be cut in at higher energy levels. The hydraulic pump can be arranged to extract power from the source in the most efficient way.",1977,F03D   9/10; F03D   9/19; Y02P  80/158; F03D   9/11; F03D   9/28; Y02E  60/17; Y10S 415/906; F03D   9/25; F05B2210/18; F05B2220/61; Y02E  10/725; F03D   9/18; F05B2210/16; Y02E  70/10; Y10S 415/905; F03D   9/02
4084387,CA19780309905,PIVOTED BLADE BARREL ROTOR WIND TURBINE,"PIVOTED BLADE BARREL ROTOR WIND TURBINE A pivoted blade barrel rotor wind turbine is disclosed. The disclosed wind turbine has zero mean camber airfoil blades vertically pivoted at the outer ends of pairs of radius arms. The inner ends of the radius arms are fixed to a rotating mast. The rotating mast is journalled in two bearings, one at its upper end and one at its lower end. The lower bearing is fixed to the ground and the upper bearing is suspended in position directly above the lower bearing by means of a set of stays. The outer ends of the stays are fixed to the upper ends of a corresponding set of struts or corner posts. A second set of stays extends from strut to strut, and each strut is provided with a guy extending under tension from the top of the strut to an anchor affixed to the ground. Each blade is provided with a steering vane. Each steering vane is mounted on its associated blade by means of a pair of arms. The steering vane arms are pivotably fixed to the upper and lower ends of their associated blades. Each vane can be deflected from one side to the other of its associated blade, past the trailing edge of the associated blade, and thus can cause its associated blade to assume either positive or negative angles of attack with respect to the wind at the turbine. Each blade can be feathered by locating its assocciated vane in its chord, directly behind its trailing edge. The deflection of each vane with respect to its associated blade is controlled by a cam toggle mechanism. Each can toggle mechanism is mounted between its associated blade and its associated lower radius arm. The particularly disclosed cam toggle mechanism includes a double-faced face cam, having a closed cam track on its upper face and another closed cam track on its lower face. Each 1. cam track consists of two circular dwell portions, a cuspate active portion, and a smooth or non-singular active portion. The dwell portions of the cam tracks partially overlie each other. The cusps of the cam tracks lie on opposite sides of the center of the cam. Each cam is fixed to a hollow pivot shaft which in turn is fixed to an associated radius arm, and thus each cam rotates continuously with respect to its associated blade as the wind turbine turns and the blades stream downwind. The cam followers which follow the two tracks of each cam are mounted on a corresponding pair of pivot blocks. Each pair of pivot blocks is pivotably mounted on a member which is fixed to the associated blade. The axes of the cam followers associated with each cam lie on opposite sides of the common pivot axis of the associated pivot blocks. The pivot blocks of each pair are fixed to the opposites ends of a yoke. When the cams rotate continuously with respect to their associated blades, each pair of pivot blocks and their associated yoke are caused to oscillate between two extreme angular positions and to dwell in each extreme angular position for more than 90.degree. of cam rotation each time the associated cam rotates through 360.degree. with respect to its associated blade. A toggle arm is fixed to each upper pivot block and oscillates with it through the same angular positions and dwells. The outer end of each toggle arm is engaged with a lever connected to the vane mounted on its associated blade, and thus each vane can be caused to oscillate between two extreme angular positions on opposite sides of its associated blade and to dwell in those extreme angular positions for more than 90.degree. of cam rotation each time its associated cam rotates through 360.degree. with respect to its associated blade. The extreme angular dwell positions of the vanes are substantially equidistant from the chords of their associated blades. Each pivot block is provided with a pair of projecting arms. The inside surfaces of each pair of 2. projecting arms together define a cam profile. The cam profiles on the projecting arms of the upper pivot blocks or upper cam profiles, and the cam profiles on the projecting arms of the lower pivot blocks, or lower cam profiles, are all generally U-shaped o C-shaped. The cam profiles of each pair of pivot blocks are oppositely concave and are symmetrical with respect to a common plane. That common plane includes the common pivot axis of the pair of pivot blocks. each face cam is provided with a roller or pin which stands perpendicular to its upper face and is journalled in bearings mounted in a recess in its body. These upper rollers or pins cooperate with their associated upper cam profiles to positively couple the respective plate cams to their associated upper pivot blocks during the passage of the upper cam followers through the central parts of the non-singular portions of the upper cam tracks and the passage of the lower cam followers through the cuspate portions of the lower cam tracks, since otherwise, at these tra",1978,F03D   3/00; Y02E  10/74
4092779,CA19790319786,HYDRO-ELECTRIC GENERATOR,The efficiency of a hydro-electric generator is improved by providing open-ended hollow tubes having influx ends proximate the axis and efflux ends proximate the periphery of a fan-bladed turbine. The jets of water developed by rotation of the fan-bladed turbine are directed against turbine vanes at the periphery of the fan blades. The device is particularly suitable for mounting in a water current such as in an ocean current or river.,1979,Y02E  10/38; F03B  17/061; Y02E  10/223; Y02E  10/28; Y02E  10/721; F03B   7/00; F03B  17/06; F03B  13/12; F03B  13/26
4171576,CA19820414096,WIND-DRIVEN GENERATION PLANT,"The invention relates to a wind-driven generating plant with at least one blade rotatable about a rotation axis. Rotation axis 5 of rotor 1 is oriented in oblique-angled manner to the horizontal 7, whilst hub 8 for receiving the blade base 9 and associated energy transmission means is connected to a supporting member 12. Preferably rotation axis 5 is arranged at an angle ? of approximately 45.degree. to 55.degree. to the horizontal. Each blade 3 of rotor 1 is oriented at an angle .beta. of approximately 45.degree. to 55.degree. to rotation axis 5. The rotor can comprise a working blade 3 and a support blade with counterweight (Fig. 1).",1982,F03D   7/02; F03D   9/00; F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/70; Y02E  10/723; F03D   1/00; Y02A  20/141; F03D   9/14; F03D   9/25; F03D   9/28; F03D   3/00; F05B2220/62; F03D   7/0224; Y02E  10/727; F03D   9/32; F05B2260/79; F03D; F03D   9/008; F05B2240/93; Y02E  10/721; Y02E  60/17; B63H  13/00; F05B2260/74; Y02T  70/58; Y10S 416/08
4189326,CA19830435965,FLUID FLOW AUGMENTOR,"There is described a fluid flow concentrating device suitable, for example, for concentrating the flow of tidal waters or of wind, which comprises a hollow body closed at one end and open at the other. The body has a fixed circumferential wall composed of a plurality of fixed spaced vanes and a diffuser channel located at the open end of the wall. Fluid moving from outside the device through the vanes to the inside of the body creates a vortex within the body and a fluid flow axially of the body through the diffuser channel. In certain preferred embodiments a turbine is located for rotation in a direction opposite to the direction of rotation of the vortex about a vertical axis, centrally within the diffuser downstream of the fluid flow. The turbine can be used to drive a generator or a motor to, for example, propel a marine craft, or, the augmentor can be used on a aircraft to assist the lift of a wing, or, in another application, can be used with a jet turbine engine to improve both the intake to and the thrust from the engine.",1983,F03D   1/00; Y02E  10/72
4197796,CA19840446547,FLUID DISPENSING DEVICE,"Fluid Dispensing Device The present invention provides a device suitable for dispensing fluid from a source of fluid (1) to a reservoir. The device comprises a first one-way valve (7) through which fluid from the source may flow, a second one-way valve (11), connecting means (9) between the first and second one-way valves having a resiliently deformable portion, an abutment (15) and a float (23). The float, which preferably is pivotally movable with respect to the abutment, will move inresponse to a change in liquid level in the reservoir thereby causing the resiliently deformable portion of the connecting means to deform against the abutment so decreasing the volume of the connecting means and causing expulsion of fluid from the connecting means through the second one-way valve to the reservoir. Expulsion of the fluid may occur on either the rise or fall ofthe liquid level in the reservoir. The reservoir suitably is a W.C. cistern.",1984,F16K; F03D; F04B  43/08; E03D   9/02; E03D   9/03; B67D
4306190,CA19890595359,"NON-POSITIVE ROTARY DISPLACEMENTS MACHINE FOR USE AS A PUMP, COMPRESSOR, PROPULSOR, GENERATOR OR TURBINE","Machine rotative ‡ dÈplacement non positif utilisable comme pompe, compresseur, propulseur, gÈnÈrateur, ou turbine motrice, du type comportant au moins une aube enroulÈe en spirale creuse et au moins une pale situÈe autour de l'axe de rotation de la dite machine, contenues dans une enveloppe circulaire entourant extÈrieurement le rotor, comprenant: la dite pale (11) que recoit sur l'avant de son bord extÈrieur la dite aube (12) progressant toutes deux avec un pas diffÈrent mais simultanÈment tant diamÈtralement (15) que longitudinalement (13) vis ‡ vis de l'axe de rotation, et l'enveloppe circulaire (14) placÈe en amont du rotor (10) comportant des ÈlÈments de compression du fliude, de sorte ‡ ce que le dit fluide soit entrainÈ d'abord par les aubes du rotor (10) en un flux pÈriphÈrique contenu et comprimÈ par l'enveloppe circulaire forÁant l'entrÈe de fluide et canalisÈ ensuite par les pales (11) du rotor (10) en un flux central.",1989,B63H   5/14; F03D   1/06; F03D   1/0608; B63H   1/14; F04D  29/18; F05B2240/243; F05B2250/232; F04D   1/00; B64C  11/005; F04D   1/04; B64C  11/00; Y02E  10/223; F01D   1/00; F04D  29/44; F04D  29/183; F03B   3/12; F04D   3/00; F05B2250/25; Y02E  10/721
4325812,WO2002CA01413,UNDERWATER DUCTED TURBINE,"An apparatus is disclosed for a turbine for generating electrical power from water or air flow comprising at least one rotor disk having a plurality of hydrofoil blades, a guide vanes, a cylindrical housing, and a generator means. A rim generator comprising a magnet race rotor rim and fixed stator coils in the housing is used. The apparatus is fitted with a screen to stop the ingress of debris and marine life, and a skirt augmenter device to reduce the Betz effect. The apparatus is preferably for sub-sea deployment and driven by tidal currents, but may be powered by river current or wave driven air or by wind. The apparatus may be deployed on at least one telescoping pole, tethered to the sea-bed and kept buoyant by buoyant concrete in the housing, inserted in a dam, under a barge or in a tidal power array.",2002,F03B   3/04; F03B   3/18; F03B  13/10; F05B2210/404; F05B2220/7068; F05B2240/93; F03B   3/128; F03B  13/00; F03B  17/061; F03D   1/00; H02P   9/04; F03B  11/08; F03B  13/26; F05B2240/133; H02K   7/18; Y02E  10/28; F03B   3/12; F03B  13/08; F03B  13/264; F03B  17/06; F05B2210/16; H02K  16/00; F03B  13/083; F05B2220/7066; F05B2240/97; F05B2260/63; Y02E  10/223
4490430,CA19952144203,PORTABLE MARINE SHELTER,"A portable marine shelter that includes a frame assembly having two lower spaced apart longitudinally extending members, or float bars, and a flexible cover that fits over the frame assembly to provide an enclosure to store a boat and the like. A floatation system includes numerous sphere-shaped floats that are rotatably attached to the lower frame members, the floats are also free to move longitudinally along predetermined sections of the lower frame members. The floats are substantially equally distributed between the two lower members and along each individual member. The loosely attached floats enables the shelter to accommodate wave and wind generated motion without unduly stressing the frame assembly of the boat sheltered therein. The entire shelter is loosely attached to a dock and loosely anchored to the bottom of the lake, etc. to provide a structure that securely protects a boat yet is capable of being moved easily to different locations.",1995,E04H  15/36; B63B  35/44
4523257,CA19942174213,SURFACE OF A BODY IMMERSED IN A FLUID FLOW,"The invention relates to a surface of a body exposed to circumfluent fluid with elevations protruding from the base surface. In order to design the surface of a body exposed to circumfluent fluid with elevations protruding from the base service with an even more favourable flow, it is provided that when the surface is viewed from the top the elevations are bordered in each case by two boundary lines of which the one boundary line is longer and possesses a greater curvature than the other boundary line so that the cross-section area of an aerofoil is produced.",1994,B64C  21/10; B64C2230/26; F01D   5/14; F03D   1/0608; F05D2250/611; Y02T  50/673; F01D   5/145; Y02E  10/721; Y02T  70/121; B63B   1/36; B64C2230/28; F01D  25/00; Y02T  50/166; F05B2240/32; F05B2250/611; F05D2240/301; F15D   1/12; B63H   1/28; F04D  29/688; F05B2240/301; F04D  29/68; F04D  29/681; F05D2240/31
4602426,CA19962246674,SHAFT PHASE CONTROL MECHANISM,"The phase control mechanism includes first gears (3, 4) coupled to the output shafts which are to be phase controlled. A transfer gear (5) is provided for rotation or operation independent of the input and is coupled to the first gears (3, 4) to allow rotary motion to be transferred between the first gear members and a phase adjuster (10) causes the first gears (3, 4) to advance on regress relative to one another to change the phase relationship between the outputs.",1996,F03D  11/02; B64C  27/54; F03D   7/02; F03D  15/10; B23B  31/36; F01L   1/352; F05B2260/40311; Y10T  74/1956; B64C  11/32; F03D   7/0224; F03D   7/04; F16H  37/06; B64D  31/12; Y02E  10/723; Y02E  10/722; Y10T  74/19084; B63H   5/10; F05B2260/4031; F16H  35/18; B23B  31/28; F03D  15/00; F16D   3/10; F16H  35/00; F16H  35/008; Y10T  74/19093
4614366,CA19972257606,WAVE ENERGY CONVERTER,"A wave collector structure (51) for electrical power generation powered by wave energy comprises an outwardly extending and down- wardly depending lip (105, 107) below which is situated a mouth (61, 67) of the collector. The collector further comprises side walls (75, 79) for channelling waves into the collector mouth. These side walls (75, 79) extend horizontally substantially up to or beyond the lip, partially enclos- ing a volume of water between the lip and side walls. The collector is placed in its desired location by sealing the mouth (61, 67) with gates (not shown) and floating the structure to its desired location. Control valves are opened to allow water into the collector to sink the structure to the sea bed (63) whereupon the gates are removed.",1997,Y02E  10/32; F05B2240/95; Y02E  10/725; F03B  13/14; Y02E  10/38; F03B  13/142; F03D   9/00; F03D   9/25
4738913,CA20002371694,POWERTRAIN FOR POWER GENERATOR,"Powertrains for high torque, low RPM wind turbines and ocean current turbines. The turbine consists of a large, input power shaft-mounted, rotating sun-gear with stationary powertrains mounted around its periphery. The gear teeth on the sun gear rotate past the teeth on the pinions, causing the pinions to turn and delivering power to each smaller powertrain. Alternatively, the powertrains are attached in a spindle around the perimeter of a main power input drive shaft, and rotate as the shaft rotates. Each input drive shaft to smaller powertrain gearboxes is fitted with a pinion. As the main power input shaft turns, the generators, gearboxes and pinions rotate, moving the pinions around the interior of a stationary ring gear. Reduction and distribution of torque is similar to the sun-gear embodiment of the powertrain. In the sun-gear configuration, each smaller powertrain is stationary, reducing stress caused by rotation.",2000,F05B2270/1016; H02K   7/18; F03D  15/00; F03D  15/10; F04C  29/005; F04C  29/00; F05B2270/20; H02K  16/00; Y02E  10/725; F03D   9/25; F03D  11/02; H02K   7/116; H02K   7/183
4740511,CA20002373156,AN OFFSHORE WIND TURBINE WITH LIQUID-COOLING,An offshore wind turbine is disclosed wherein the power transmission in the nacelle is cooled by means of a liquid conducted to the nacelle from the tower on which the nacelle is pivotally arranged around a vertical yawing axis. The liquid transfers heat to the seawater near the turbine which is used as a heat sink of low temperature and enormous heat capacity as compared to traditional air cooling. The liquid is conducted in a closed circuit and the cooling system may comprise more than one cooling circuit. The flow of cooling-liquid may be conducted between the tower and the nacelle through a heat transfer unit having a first part that is stationary with respect to the tower and a second part that is stationary with respect to the nacelle. The parts have at least one annular passageway for a liquid flow defined between abutting surfaces of the parts.,2000,F03D  15/00; Y02E  10/726; F03D  13/25; F16L  39/04; F03D  80/60; F05B2240/95; Y10S 415/908
4742302,CA20002374803,DAMPING OF OSCILLATIONS IN WIND TURBINES,"Damping of oscillations of the first bending mode of a wind turbine is performed means of one or more containers partly filled with a liquid for damping oscillations of the first natural bending frequency of the wind turbine. The damping means comprises a plurality of box shaped containers having a square cross section and being partly filled with liquid so as to provide a unidirectional damping with a logarithmic decrement of oscillations of the first natural bending frequency of the wind turbine of at least 4-8%. For off-shore wind turbines, the combined excitation of the wind and sea waves requires more damping, the damping is preferably equivalent to a logarithmic decrement of 10-15%. Furthermore, the invention relates to damping of oscillation of the second bending mode of a wind turbine and to the combined damping of oscillations of the first as well as the second bending mode of the wind turbine.",2000,F03D   1/06; F03D  80/00; Y10S 416/06; Y10S 416/50; Y02E  10/721; Y02E  10/726; F03D   7/02; F03D  13/20; F05B2200/23; F03D   7/04; F05B2240/95; F05B2260/96
4746466,CA20002378607,ROTOR WITH A SPLIT ROTOR BLADE,"The invention relates to a rotor (1) through which a fluid flows in a main direction of flow (H) and which is provided with at least one rotor blade (4 ), said rotor blade being arranged in such a way that it can rotate about a rot or axis. The rotor blade (4) extends away from the axis of rotation (2), into t he fluid, at least in sections. The rotation (D) of the rotor blade (4) about t he axis of rotation (2) in a predetermined direction of rotation produces a propulsive thrust in the opposite direction to the main direction of flow, o r a torque is produced about the axis of rotation as a result of the flow. The aim of the invention is to reduce the trailed tip vortex at the end of the rotor blades of rotors of this type and therefore to reduce the fluidic loss es and flow noise. To this end, the rotor blade (4) extends in at least two partial blades (5, 6) at a set distance from the axis of rotation and forms a loop. One partial blade (5) extends in the direction of rotation (D) in relation to the rotor blade, at least in one area close to the rotor blade. The other partial blade extends in the opposite direction to the direction o f rotation (D) in relation to the rotor blade (4), at least in one area close to the rotor blade (4). The two partial blades (5, 6) are interconnected in one piece at their ends so that they encompass a loop surface (12) through which the fluid flows, said loop surface extending essentially crosswise to the ma in direction of flow.",2000,F01D   5/14; F03D   1/0608; Y02T  50/673; B63H   1/26; B64C  11/16; F03D   1/06; B64C  27/00; B63H   1/18; F04D  29/24; F04D  29/38; Y02E  10/721; B63H   3/00; B64C  11/18; B64C  27/467; F04D  29/242; B63H   1/265; F01D   5/141
4753001,CA20002384580,RIBBON DRIVE POWER GENERATION APPARATUS AND METHOD,"A ribbon drive power generation system and method is disclosed. The system i s equipped with an extended tube (16) having an intake at a first end and an outlet at a second end. A ribbon (14) formed of helical coils is mounted in the tube for rotation and the frequency of the coils increases from the firs t end to the second end of the tube. Moving water is directed into the first end, an axial component of momentum of the water is decreased via the rotati ng ribbon, and the rotation is used to induce electricity or drive an electrica l generator via a shaft (12). The scalability and modular nature of the presen t invention allow flexible implementation.",2000,F03B  17/061; F03D   3/005; F03D   9/00; Y02T  70/529; F03B   3/04; F03B   3/12; Y02T  70/70; F03D   9/25; F04D   3/02; F04D  29/18; F05B2240/243; F05D2240/40; Y02E  10/74; Y02P  80/158; B63H   1/16; B63H  11/08; B63H2001/122; B63H2001/165; Y02E  10/223; F01D   1/38; F04D  29/52; B63H2001/127; F03B  17/06; F04D  29/522; F05B2240/40; F05D2240/243; Y02E  10/28; B63H2011/081; B63J2003/046; F03B   3/126; F04D  29/181; B63H   1/12; B63J   3/04; F03D   3/00; F05B2250/25; Y02T  50/672
4757356,CA20002388579,LANDING STAGE,"A landing stage for an offshore wind power installation is provided. The landing stage includes both a mooring location for ships and a landing area for helicopters. A comm on route links the mooring location and the landing area to the installation. The landing stage may have a foundation separate from the foundation of the installation and supported on the seabed or floating in the sea. Logistical and infrastructural equipment may be located at the landing stage and accessible to both the mooring location and the landing stage, such as supply buildings, storage areas and navigational aids. In one embodiment, the landing stage is located on the le e side of the installation in relation to the prevailing direction of the wind at the installation site. A wind power installation including the landing stage is also described. The invention ma y also be used at shore installations.",2000,E02B2017/0073; E02D  27/425; F03D  13/10; F03D  13/40; Y02B  10/30; E02B2017/0091; F05B2240/95; E01D  11/02; F03D  11/04; F05B2230/60; F05B2230/80; Y02E  10/727; B63B  22/02; B63B  35/50; F03D  13/25; E01D  15/14; E02B2017/0069; F03D  13/22; Y02P  70/523; E01D  15/24; E02B  17/025; B63B  35/44; E02B  17/027; E02D  27/42; F03D   1/00
4759875,CA20002390884,METHOD AND SYSTEM FOR INSTALLING AND TRANSPORTING AN OFFSHORE WIND POWER STATION AT SEA,"A method and a system for installing an offshore wind power station (1) at sea and/or transporting one from sea e.g. for maintenance, said wind power station comprising a base (2) to be set on the sea bottom, and a tower (3) attached to the base, which wind power station is transported to a place of installation at sea by means of a transport vessel (4) and lowered to the sea bottom and/or lifted off the sea bottom an d transported to land/ashore by means of a transport vessel. The wind power station is lowere d by adding ballast water into a ballast water tank (6, 7) provided in the wind power station, and raised by reducing the amount of ballast water in the ballast water tank. The wind power station comprises a ballast water tank (6, 7).",2000,B63C   7/06; E02D  27/42; E02D  27/425; F05B2240/93; E02B  17/04; F03D  13/10; Y02P  70/523; F03D  13/22; F05B2230/6102; Y02E  10/727; F03D  13/25; E02B2017/0091; F03D  11/04; F05B2240/95; B63B  35/003; E02B  17/02; E02B2017/0065; F03D   1/00; F03D  13/40
4775830,CA20002405497,A SINGLE OR MULTI-BLADED ROTOR,"A single or multi-bladed rotor for use with a fluid flow generator or reacto r, the rotor comprising a central hub (12) which is adapted to be mounted to a rotatable shaft, the rotor further comprises at least one radial blade (11) mounted at one end to the hub, wherein the at least one blade has a fluid reactive face (14) which has the configuration of a logarithmic curve substantially conforming to the golden section, i.e. the order of growth of the radius of the curve which is measured at equiangular radii is constant a nd conforms to the ratio of 5:8.",2000,F03D   1/06; F05D2240/30; F03B   3/121; F04D  29/384; F05B2240/30; Y02T  50/673; F01D   5/14; F04D  29/38; B64C  11/18; F03D   1/0608; F04D  19/00; F05D2200/23; B63H   1/26; F03B   3/12; F05B2200/23; Y02E  10/223; Y10S 416/02; F01D   5/141; F04D  25/08; Y02E  10/721
4783901,CA20012412884,ICE COMPOSITE BODY AND PROCESS FOR THE CONSTRUCTION THEREOF,"An ice composite body (10) has an inner ice core (11) and a protective outer armour shell (12). The outer armour shell (12) consists of a base section (13), side sections (14) and a separate top section (15), which is free to move vertically between the side sections (14). The inner ice core (11) is maintained in a frozen condition in use by refrigeration pipes (21), which a re located at various levels therethrough. The inner ice core (11) is built up from thin layers of ice which are frozen one after the other. Following the freezing of each layer of ice the layer is rolled using a roller apparatus which provides a roller pressure in the range of 3.5 to 8 Newtons/mm2. The i ce composite body (10) can be used in warm or cool waters for applications such as bridges, breakwaters, causeways, pontoons, artificial islands, dams, tida l barrages, wave power barrages, harbour walls, wind power farms or aircraft runways.",2001,B63B2231/64; Y02P  60/855; E02B  17/028; B63B   5/00; B63B  35/34; B63B2231/76; E02D  23/00; E02D  27/06; F25C   1/08; E01D   1/00; E02B   3/06; E02B   3/062; E02B  17/02
4797708,CA20012425529,WIND PARK,"The present invention relates to wind farms, so called, comprising at least two wind turbines and in particular to offshore wind farms. In order to provide a wind farm in which transport between separate wind turbines can be effected more safely a nd with less dependence on weather, at least one cable connection 10 is provided between at least two of the wind turbines 12 of a wind farm, and a gondola 14 is disposed on said cable connection 10.",2001,B61B  12/02; F03D   9/25; F03D   9/257; Y02P  70/523; F03D  13/25; H02P   9/00; F05B2240/96; F05B2240/95; F03D  80/50; Y02E  10/727; Y02E  10/725; B61B   7/00; F03D  80/00; F05B2230/80
4809554,CA20022436356,AZIMUTH GUIDANCE FOR A WIND ENERGY PLANT,"The present invention concerns a wind power installation comprising a pylon and a rotor arranged on the pylon and having at least one individually adjustable rotor blade, comprising a device for detecting the wind direction and a device for detecting the azimuthal position. The object of the present invention is to develop a wind power installation of the kind set forth in the opening part of this specification in such a way that the service life of the azimuthal drives is prolonged and/or it is possible to use smaller azimuthal drives which can thus be better handled. A wind power installation comprising a pylon and a rotor arranged on the pylon and having at least one individually adjustable rotor blade, comprising a device for detecting the wind direction and a device for detecting the azimuthal position, characterised by a control of rotor blade adjustment in dependence on a deviation between the ascertained wind direction and the detected azimuthal position.",2002,F03D   7/02; F03D  13/25; Y02E  10/723; F03D   1/06; F03D   7/0224; F05B2240/93; Y02E  10/727; F05B2270/321; Y02E  10/725; F03D   7/0204; F05B2270/326; F03D   7/04; F05B2270/20; Y02E  10/721
4817838,CA20022443940,CYLINDRICAL WING TIP WITH HELICAL SLOT,"La prÈsente invention concerne un dispositif ayant la forme d'une cavitÈ cylindrique en spirale et/ou ‡ fente hÈlicoÔdale (15) permettant de rÈduire la traÓnÈe induite, le tourbillon marginal dit vortex et d'augmenter la finesse . FixÈ solidaire ‡ l'extrÈmitÈ de l'aile (10) ou articulÈ toujours solidaire d e cette extrÈmitÈ d'aile, il peut s'adapter ‡ tous profils, en particulier aux ailes des avions, des planeurs, aux pales d'hÈlicoptËres et aux extrÈmitÈs d'hÈlices tractantes, propulsantes ou propulsÈes comme les pales d'Èoliennes ou encore pour appareils tels que bateaux ou sous-marins utilisant la portan ce ou la direction dans leur dÈplacement trois axes, vertical, horizontal et en lacets. Aux performances initiales, cette invention permet d'utiliser de plu s faibles motorisations, de faire des trajets plus longs et plus vite tout en consommant moins d'Ènergie ou en produisant plus pour les Èoliennes par exemple, d'utiliser des charges plus importantes, d'augmenter et d'aborder l e trafic transition/arrivÈe/dÈpart des aÈrodromes ou aÈroports avec plus de sÈcuritÈ. UtilisÈ ‡ l'envers (intrados/extrados) sur des vÈhicules terrestre s ‡ grande vitesse ou voitures de course, ce dispositif fixÈ ‡ chaque extrÈmit È d'aile ou d'ailes, donne un rÈsultat inverse, au prorata de sa vitesse. Plus le vÈhicule va vite moins il provoque de traÓnÈes plus il est plaquÈ au sol.",2002,B63H   1/28; B64C  27/467; B64C  11/18; Y02T  50/164; B64C   3/58; F03D   1/06; Y02E  10/721; B64C  23/06; B64C  23/065; F15D   1/10
4822772,CA20022448450,ROTOR AND ELECTRICAL GENERATOR,"A rotor for an electrical generator and a generator incorporating such a rotor, the rotor consisting of a central hub, a radially spaced concentric rim portion with rotor magnetic elements mounted upon it, and a plurality of elongate tension members extending generally between the hub and the rim, maintained substantially in tension so as to maintain the rim substantially in compression. The hub is rotatably driven by an axially spaced power drive means such as a wind or marine current turbine.",2002,H02K   5/04; H02K   7/1823; H02K   1/185; H02K   1/18; H02K   7/085; H02K   1/30; H02K  21/14; Y02E  10/725; H02K   7/08; H02K   7/18; H02K   7/1838
4828192,CA20022453401,"PLANT, GENERATOR AND PROPELLER ELEMENT FOR GENERATING ENERGY FROM WATERCURRENTS","A plant, generator and rotating member for the production of power from currents in a body of water, comprising a fixedly mounted of floating structure, and a plurality of replaceable generator units (750) supported by the structure and which are driven by the water currents. The structure comprises arms (615, 720, 730). The rotating member (400) comprises a plurality of member sections (410) rotatably mounted on a shaft (405) between an end piece (407) and a tip (406). The generator comprises a contra-rotating rotor (550) and stator (800) connected to respective shafts (500, 820) and bearings, where the stator frame (800) is axially supported (810) on the first shaft (500) and the first shaft (500) at one end thereof is axially supported (810) on the stator frame. The generator according to the invention can be used for the production of electric power, and as an electromotor for the production of mechanical rotational energy.",2002,F03B; F03B   3/14; F03B  11/00; F05B2240/40; Y02E  10/38; B63B  35/44; F03B   1/00; F03B  13/26; F03D   9/00; B63B2035/4466; F03B   1/02; F03B  17/061; Y02E  10/725; F03B  17/06; F05B2260/72; H02K   7/18; Y02E  10/28; E02B2017/0091; H02K   7/1823; H02K  16/005; Y02E  10/223; F03B  13/10; F05B2210/16; F05B2240/97; H02K  16/00
4830016,CA20022455075,PROPULSION LINEARIZING MECHANISM,"A fluid flow control mechanism is provided for linearizing a fluid flow. The mechanism includes a frame having a cylindrical outer baffle which rotatably supports a plurality of propeller elements thereon. Each propeller element defines a respective sweep area as the propeller element is rotated which overlaps sweep areas of adjacent propeller elements. The outer baffle circumscribes an outer periphery of the collective sweeps areas of the respective propeller elements. The propeller elements rotate in the same direction whereby forces of curvature flow of adjacent propeller elements substantially cancel one another to linearize fluid flow through the mechanism. Additional baffles and infills within the areas of non blade sweeps may be provided for particular applications of the mechanism. In various applications, linear forces of vector flow are formed by integrating curvature forces of tangential flow and economy flow systems are formed by integrating curvature forces potentials on the planes of rotating propellers to provide the emission and induction flow with an insulation whereby fluid in the immediate vicinity of the mobile flow remains in an undisturbed static state. This allows a fluid propulsion assembly to be fitted with an outer utility mantle in the static zone of the field.",2002,F04D  29/52; G05D   7/00; B64C  11/00; F03D   3/02; B63H   1/14; B64C  11/30; B64C  29/00; F03D   1/02; B64C  11/001; B63H   1/16; F04D  25/16; F04D  25/02; B63H   1/28; B63H   1/38; B63H   5/08; F01D   1/20; B63H   5/14; B64C  11/46; F04D  25/166
4835898,CA20022460479,UNDERWATER DUCTED TURBINE,"An apparatus is disclosed for a turbine for generating electrical power from water or air flow comprising at least one rotor disk having a plurality of hydrofoil blades, guide vanes, a cylindrical housing, and a generator means. A rim generator comprising a magnet race rotor rim and fixed stator coils in the housing is used. The apparatus is fitted with a screen to stop the ingress of debris and marine life, and a skirt augmenter device to reduce the Betz effect. The apparatus is preferably for sub-sea deployment and driven by tidal currents, but may be powered by river current or wave driven air or by wind. The apparatus may be deployed on at least one telescoping pole, tethered to the sea-bed and kept buoyant by buoyant concrete in the housing, or inserted in a dam, under a barge or in a tidal power array.",2002,F03B  13/264; F03B  17/06; F03B  17/061; F03D   1/00; F05B2210/16; H02K  16/00; F03B   3/12; F03B  13/08; H02P   9/04; F03B  13/26; F05B2240/133; H02K   7/18; Y02E  10/28; Y02E  10/223; F03B   3/04; F03B   3/18; F05B2210/404; F05B2220/7068; F05B2260/63; F03B  13/083; F05B2220/7066; F03B  13/10; F05B2240/93; F03B   3/128; F03B  11/08; F03B  13/00; F05B2240/97
4836166,CA20022460724,METHOD FOR OPERATING A WIND PARK,"Wind power installations were initially always erected in the form of individual units and it is only in recent years that, caused also by administrative and building regulations, wind power installations are frequently installed in wind parks. In that respect a wind park in its smallest unit is an arrangement of at least two wind power installations, but frequently markedly more. By way of example mention may be made of the wind park at Holtriem (East Frisia) where more than 50 wind power installations are set up in an array. It is to be expected that the number of units and also the installed power of the wind power installations will also increase greatly in the forthcoming years. In most cases the wind potential is at its greatest in regions of the power supply networks with a low level of short-circuit power and low population density. It is precisely there that the technical connection limits are quickly reached by the wind power installations, with the result that it is then no longer possible for further wind power installations to be set up at such sites. A method of operating a wind park comprising a plurality of wind power installations, wherein the wind park is connected to an electrical power supply network into which the electrical power produced by the wind park is fed and the wind park and/or at least one of the wind power installations of the wind park has a control input, by means of which the electrical power of the wind park or one or more individual wind power installation or installations can be set in a range of between 0 and 100% of the respective power to be made available, in particular the nominal power, and that there is provided a data processing apparatus which is connected to the control input and by means of which the setting value is set in the range of between 0 and 100%, depending on how great is the power that the overall wind park provides at its output for feeding into the energy network and wherein the operator (PSU) of the electrical supply network to which the wind park is connected can adjust the power delivered by the wind park by way of the control input.",2002,F03D   7/0284; F05B2270/304; F03D   7/02; H02J   3/38; H02P   9/00; B63H   1/06; F03D   7/00; F03D   9/255; Y02B  10/30; Y02E  10/723; Y02E  10/725; Y02E  10/763; F03D   9/00; F03D   9/257; F05B2270/335; H02J   3/386; Y10T 307/724; F03D   7/048; F05B2270/337; F03D   7/0272; F03D   7/04; F05B2270/1033
4850438,CA20032473779,WIND FARM,"The present invention relates to wind farms, so called, comprising at leas t two wind turbines, and in particular to offshore wind farms. In order to provide a wind farm in which transport between separate wind turbines can be effected more safely and with less dependence on weather, at least one cable connection 10 is provided between at least two of the wind turbines 12 of a wind farm, and a vessel 14 is disposed on said cable connection 10.</SD OAB>",2003,F03D   9/11; F03D   1/02; Y02E  10/722; Y02E  10/727; F03D  80/00; F05B2240/96; F05B2240/95; F03D   9/257; F03D  13/20; F03D  13/25; H02K   7/18; Y02E  70/10; F03D  11/00; F03D  80/55; F03D   1/00; F03D   9/00; F03D  11/04; F03D  80/50
4852397,CA20032475568,WIND ENERGY TURBINE,"The invention relates to a wind energy turbine and to the construction of a wind energy turbine of this type, in particular offshore. In the constructio n of wind energy turbines per se, a tower of the turbine is first manufactured , said tower consisting of steel, concrete or a pylon. Once the tower has been constructed, a machine housing is mounted on its tip, said machine housing comprising an assembly of the nacelle, together with a generator, rotor and additional parts. A machine housing of this type comprising fixed rotor blad es and a generator connected thereto is denoted below as a rotor unit. The aim of the invention is to provide technical measures to permit the construction of offshore wind energy turbines in practically any weather, even in a weak or medium swell. This is achieved by a wind energy turbine comprising a tower that has a rotatably mounted support, the latter in turn supporting one or preferably several rotors, which lie on a plane that is offset in relation t o the tower, the support being positioned so that the central point of the rotors lies underneath the tip of the tower.",2003,F03D  11/04; F03D  13/20; F03D  80/70; F03D   1/02; F05B2240/95; E02B2017/0091; F03D   1/00; F03D  80/50; F03D  13/25; Y02E  10/727; Y02P  70/523
4859736,CA20032482280,A BLADE FOR A WIND TURBINE AND A METHOD OF ASSEMBLING LAMINATED PROFILES FOR A BLADE,"The invention relates to a blade for a wind turbine and a method of assembling laminated profiles for a blade for a wind turbine. The blade comprises a beam part, which comprises at least a first part and at least a second part. The first part comprises at least one body portion connected to at least one assembly face and to at least one abutment flange. The second part comprises at least one body part connected to at least one assembly face and to at least one abutment flange. The first and second parts are connected to each other at the assembly faces and their total height is adjusted by use of means for height adjustment. The laminated profiles are assembled around the beam part and glued against respective abutment flanges using a reduced amount of glue.",2003,B63H   1/26; F05B2280/6003; Y02P  70/523; F03D   1/0675; Y02E  10/721; F03D   1/06; F03D   3/06; F05B2230/60
4864830,CA20032486929,WIND POWER STATION PLACED IN DEEP WATER,"A wind-driven power station mounted floating in deep water, comprising a machine house (8) including a generator (not s shown), regulating devices (not shown), rotor axle (9) and rotor blade (10), in which the machine house (8) is mounted at a tower (2) that mainly is floating in an upright position, and where the stability of the tower (2) is provided by means of ballast (5, 6) being placed in the lower part of the tower (2). The power station is kept in position and stabilized by means of anchor systems (12, 13, 14, 15, alternatively 16, 17, 18).",2003,E02B2017/0091; F05B2240/95; B63B  35/4406; F03D  13/25; B63B  21/50; B63B2035/446; E02D  27/425; Y02E  10/727; F03D  13/22; B63B  35/44; E02D  27/42; B63B2035/442; F03D   1/00; F03D   9/00; F03D  11/04; F03D  13/10; Y02E  10/725
4881528,CA20032502199,ANTI-ICING SYSTEM FOR AEOLIAN PLANTS,"An for a Wind Energy Converting System (WECS in the following) for producing electric power, comprising the said de-icing and anti-icing arrangement and a method for preventing and eliminating the ice accretion on the blades of the rotor of an WECS are the subject matter of the present invention. Such an WECS (l; l'; 1'; 1'') is of the type comprising: - a tower (4; 4'), apt to support and anchor the said WECS (1; l'; 1'; 1'') to the ground or a basement, - a [nacelle](3), located on said tower (4; 4'), to which there are associated first means (9, 1N, 10; TR) for transforming the rotating movement of a rotor in order to generate electric power to be introduced into an electric [electric grid] and for the management and the operation of possible electric of said WECS (1), - a rotor (2), associated to said [nacelle](3) in the manner that it can be rotate with respect to said [nacelle](3), said rotor (2) comprising a number of blades (5) and susceptible of rotating because of the wind (V) which hits said blades (5), wherein said WECS (1; l'; 1'; 1'') internally comprises second means (2E, 19, 21) for the 15 flow of a fluid (F; F; F'; F'') inside volumes (14, 15) defined in the interior of said blades (5) of said rotor (2). The present invention is characterized in that the blades (5) of the rotor comprise, on at least a part of an external surface (5S), openings (12) which are in connection with the fluid of said volumes (14, 15) inside said blades (5) and are apt to realize an ejection of at least a part of said fluid (F; F; F'; F'') outside said blades (5), in order to fluid-thermodynamically interact with said wind (V) hitting at least said part of the surface (5S) concerned by said openings (12), and/or with water and ice possibly present on said external surface (5S) of said blade (5).",2003,F03D  80/40; F05B2260/202; F03D  11/00; Y02E  10/72; Y02T  50/675
4893671,CA20042513303,"METHOD FOR THE ERECTION OF A WIND ENERGY PLANT, AND WIND ENERGY PLANT","The object of the invention is to develop a method by means of which the erection of wind power installations can be effected even more advantageously but in particular also more quickly. A further aim of the invention is to provide in particular a solution which is suitable for offshore wind power installations. A wind power installation comprising a pylon which is based on a foundation and a power module, wherein the power module has at least one transformer, by means of which the electrical energy provided by the generator of the wind power installation is transformed to a medium voltage or a high voltage, wherein the power module also includes further units, by means of which the electrical energy produced by the generator of the wind power installation is controlled and/or supplied and/or converted, wherein the power module has a support which is placed on the foundation of the wind power installation, and the support accommodates the electrical devices of the power module such as for example the transformer and the width and/or length of the power module are less than the diameter of the pylon of the wind power installation in the foundation region, characterised in that the power module is accommodated by a container, wherein the wall of the container is disposed between the pylon wall and the power module.",2004,F03D   1/00; F03D   9/25; F05B2240/14; F03D  13/10; F03D  13/22; F03D  80/60; F05B2240/95; Y02P  70/523; F03D  11/00; F05B2260/64; H01F  27/085; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/06; E04H  12/00; F03D  11/04; F03D  13/20; F03D  13/25; F05B2230/60; H01F  27/02; H01F  27/025; Y02E  10/727
4901250,CA20042520219,"A VESSEL FOR TRANSPORTING WIND TURBINES, METHODS OF MOVING A WIND TURBINE, AND A WIND TURBINE FOR AN OFF-SHORE WIND FARM",A wind turbine (1) has a base (5) divided into at least three ballast tanks (12). A vessel (7) has means for displacing the wind turbine between a loading space (25) and an unloading position (26). At its unloading position the vessel has winches (11) with at least three flexible lines (10) that can be connected with horizontally distanced lifting points (23) on the wind turbine base.,2004,B63B  35/003; E02B  17/02; E02B2017/0091; F05B2240/95; F03D   1/00; E02B  17/04; F03D  13/22; F05B2260/96; B63B  25/00; E02D  27/42; Y02E  10/727; B63B  35/00; E02D  27/425; B63B  27/00; E02B2017/0065; E02B2017/0082; F03D  13/10; F03D  13/20; F03D  13/40
4904595,CA20042523274,WIND POWER STATION,"An arrangement for a floating wind power station (1) tower (3) which floats in a substantially vertical position in that the effective centre of gravity of the tower (3) is below the centre of buoyancy of the tower (3), and wherein a machine house (13) including rotor (15) is non-rotatably connected to the tower (3) and the tower (3) is articulatedly connected to the seabed (5), wherein the tower (3) is rotatable about a tower axis of rotation (29) in that lower part (21) of the tower (3) is provided with a swivel joint (27a or 27b) that is designed to essentially absorb vertical tensile forces.",2004,B63B  35/4406; F03D  13/25; F05B2240/93; Y02E  10/727; B63B  35/44; E02B2017/0091; F05B2240/95; Y02B  10/30; F03D  11/04
4912695,CA20042530657,WIND ENERGY PLANT,"The invention concerns a wind power installation, whether an offshore or an onshore wind power installation. Such offshore wind power installations have already been built while still more however are being planned at the present time. Whenever man-made edifices are erected in the sea the corresponding structures of the edifice which are below the waterline are provided with a coating which protects the edifice. It is also known in particular from ships that they are provided externally with a protective coating (TBT) which is not only chemically extremely problematical but also serves the purpose of preventing as far as possible the deposit of marine fauna and flora in relation to offshore wind power installations (mussels, barnacles and other marine life). An offshore wind power installation comprising an underwater construction which is externally provided with a structure which promotes a growth with marine fauna and flora.",2004,Y02P  60/64; Y02E  10/727; F03D  11/00; F03D  80/30; F05B2240/912; A01K  61/70; F05B2240/95; Y02A  40/83; A01K  61/00; F03D  13/25; F03D  80/00; Y10S 415/905
4919076,CA20042536475,A WIND TURBINE FOR USE OFFSHORE,"A procedure and a device in connection with the use of a wind turbine offshore, comprising a wind turbine (2) connected via a shaft (not shown) to a generator (3), which is rotationally mounted on a tower (4), and a foundation underneath in the form of a float (6) on which the tower (4) is mounted. The float (6) is designed to be anchored so that it can move freely in the vertical plane via a mooring in the form of mooring lines, hinge or tether (7), whereby, as a consequence of the effect of the waves on the float, the motion of the wind turbine (2) will act as a damping mechanism on the motion and thus extract energy from the waves. The wind turbine's resonance period is adjusted by adjusting the platform's centre of gravity and/or the tension in the anchor (7) with which the wind turbine is attached to the sea bed.",2004,B63B  21/502; B63B2035/446; F03D  11/04; F05B2240/95; F03D   1/00; F03D   9/00; Y02E  10/727; B63B  21/50; Y02E  10/38; E02B2017/0091; F03D; F05B2240/93; F03D  13/25
4928714,CA20042545287,ACCESS METHOD BETWEEN MARINE STRUCTURES AND APPARATUS,"Access means are provided for accessing a fixed offshore structure such as a wind turbine (70), larger vessel or the like form a smaller transfer vessel (50), or for providing for transfer between vessels. One or more guide wires (12) are connected from the vessel (50) to the fixed structure (70) or second vessel and placed in tension such as by directing the transfer vessel away from the fixed structure. In one embodiment, inflatable, members are suspendable from the guide wires and inflation of the inflatable members causes them to extend along the guide wires to form an access surface (56) across which personnel may walk to access the fixed structure or second vessel from the first vessel. Mounting means are also provided which accommodate relative rotational, translational and pitching movement of the apparatus and vessel, caused by wave motion. In another embodiment, a bridge member is retained on a runway of the first vessel and deployed using said guide wires (12).",2004,B63B  27/14; B63B2027/141; B63B  27/18
4945482,CA20062560619,METHOD FOR ADAPTING A WIND ENERGY INSTALLATION TO GIVEN WIND CONDITIONS,"The invention relates to a method for operating a wind energy installation, in particular for adapting a wind energy installation (10) to given wind conditions, the wind energy installation (10) having a rotor (16), which can be driven by wind, with at least two rotor blades (20), whose respective angles of incidence of the wind can be adjusted by means of at least one adjustment device, and having a generator for converting the mechanical energy of the rotor (16) to electrical energy. In this case, during operation of the wind energy installation, parameters are measured with spatial and/or temporal resolution on the side of the wind energy installation (10) facing the wind, said parameters describing the wind conditions in the measurement region, preferably the wind speed and/or the wind direction. The wind parameters are measured at various vertical distances from the ground, namely various heights. The wind parameters are measured at horizontal distances from the rotor (16), which are selected such that the angles of incidence of the wind on the individual rotor blades (20) can be adapted in response to the measured wind parameters before the wind on which the wind parameters are based, in particular a wind front or a gust of wind, reaches the rotor (16). Values are predicted or calculated, in particular continuously or periodically, from the measured wind parameters - prognosis values - which describe wind conditions occurring in the future at the rotor blades for various heights. The angles of incidence of the wind on the individual rotor blades (20) are adjusted individually and independently of one another, preferably a plurality of times during a complete revolution of a rotor blade, depending on these predicted or calculated prognosis values at the various heights.",2006,F05B2270/321; F05B2260/821; F05B2270/806; F03D   7/048; F05B2270/404; F03B   3/14; F03D   7/024; F03D   7/04; F05B2270/1033; H02P   9/04; Y02E  10/723; F03D   7/0224; F05B2240/95; F05B2270/20; F05B2270/32; F05B2270/322; F03D   7/028; F03D   7/042
4949884,CA20052564635,A METHOD FOR REDUCTION OF AXIAL POWER VARIATIONS OF A WIND POWER PLANT,"A method which continuously reduces the variations of the rotor axial force and thus reduces fatigue loads on rotor blades and tower, whilst the resultant output to the generator is not significantly affected or is maintained within acceptable limits in relation to limitations of the drive gear, generator and power grid. A method of using the rotor axial force to actively counter the motions of a floating power plant. The method of using the rotor axial force to actively counter the motions of a floating power plant. The method also describes how rotational forces about the vertical axis (12) of the tower (4) are controlled and countered by cyclic variation of pitch angles and associated forces on the individual rotor blade. The method also describes how the aerodynamic force variation on each individual blade as a consequence of different wind velocities at different heights (vertical wind shear) and in the horizontal direction parallel to the rotor plane (horizontal wind shear) can be reduced.",2005,F03D   7/0224; F05B2240/95; Y02E  10/723; F03D   7/0276; F03D   7/04; F05B2240/93; F05B2260/821; F05B2270/1095; F03D   7/02; F03D   7/0292; F05B2270/1016; F05B2270/331; F03D   7/024; F03D   7/042; F05B2270/404; F03D  11/00; F05B2270/321; F05B2270/808; F03D; F03D   7/0204; F05B2270/327
4963080,CA20052576688,TRANSPORTATION VEHICLE,"This invention relates to a transportation vehicle (10) which is used in transporting passengers and/or goods, which utilizes wind power and the elevating force of water and which has a passenger cabin (5) that moves above water level. The transportation vehicle realized in order to attain the objects of this invention comprises at least one main body (12) which travels at a certain height above water level; an air unit (11) comprising at least one sail (1) which extends perpendicularly to the water surface and which is connected to this main body (12); and at least one underwater unit (13) which travels underwater and which is again connected to the main body (12).",2005,B63B   1/10; B63H   9/06; B63G   8/001; B63H   9/069; B63B   1/107
4975163,CA20052587877,OFFSHORE STRUCTURE SUPPORT AND FOUNDATION FOR USE WITH A WIND TURBINE AND AN ASSOCIATED METHOD OF ASSEMBLY,"A pile based braced caisson structural support device includes a number of legs in is used to support a wind turbine. The wind turbine includes a base, a turbine generator and a blade mechanism. The legs are configured in a teepee type configuration such that the footprint of the base is larger than the footprint of the opposing end. This structural support can be used as a base for an offshore platform in that the support reduces the lateral forces on the support caused by wave action.",2005,E02D  27/42; F03D  13/10; F03D  13/25; Y02E  10/727; Y10S 416/06; E02B2017/0091; E02D  27/425; F03D  13/22; F05B2240/95; E02B  17/027; F04D  29/26
4975903,CA20052588602,WIND TURBINE,"A wind turbine, with: a rotatable frame; a plurality of airfoils mounted to the rotatable frame, wherein the airfoils extend parallel to an axis of rotation of the rotatable frame; a wind block positioned to restrict airflow over at least a portion of the rotatable frame; and at least one drive wheel in contact with the rotatable frame.",2005,B63H   1/06; Y02E  10/74; F03D   3/00; F03D   3/06; Y10S 415/906; F01D   1/06
4976967,CA20002589614,DAMPING OF OSCILLATIONS IN WIND TURBINES,"Damping of oscillations of the first bending mode of a wind turbine is performed means of one or more containers partly filled with a liquid for damping oscillations of the first natural bending frequency of the wind turbine. The damping means comprises a plurality of box shaped containers having a square cross section and being partly filled with liquid so as to provide a unidirectional damping with a logarithmic decrement of oscillations of the fust natural bending frequency of the wind turbine of at least 4-8%. For off-shore wind turbines, the combined excitation of the wind and sea waves requires more damping, the damping is preferably equivalent to a logarithmic decrement of 10-15%. Furthermore, the invention relates to damping of oscillation of the second bending mode of a wind turbine and to the combined damping of oscillations of the first as well as the second bending mode of the wind turbine.",2000,F05B2200/23; Y10S 416/06; F03D   7/02; F03D  13/20; F05B2260/96; Y10S 416/50; E04B   1/98; F03D   1/06; F03D  80/00; Y02E  10/721; Y02E  10/726; F03D   7/04; F05B2240/95
4978986,CA20052591600,OFFSHORE WIND TURBINE WITH ICE CONTROL APPLIANCE,"Offshore wind turbine (14) including a tower (1) rising above sea level (12) and one or ore blades (4), which can be put into rotation by wind. The offshore wind turbine includes a pump (6), which is adapted to pump sea water (13) up form the sea. At the delivery side the pump (6) communicates with nozzles (8, 9), said nozzles being adapted to direct sea water to the surface of the blades (4).",2005,F03D  13/25; Y02E  10/727; Y02P  80/158; F03D   9/00; F03D   9/28; F03D  80/40; F05B2260/601; F03D   1/00; F03D  80/50; F05B2240/123; Y02E  10/721; E02B2017/0091; F05B2240/95; Y02E  10/725; F03D  11/00
4990084,CA20062602288,MODULAR SYSTEM FOR GENERATING ELECTRICITY FROM MOVING FLUID,"A modular system for producing electricity from the channel, river, ocean or tidal water currents and wind is disclosed. The embodiments of the system comprise a set of interconnected modules. Each module contains a fluid flow energy converter positioned in a protecting housing. A converter consists of a vertical axis underwater hydro-turbine or wind turbine, connected to the electrical generator. The turbine is essentially a paddlewheel having an arrangement of attached paddles with mutually perpendicularly oriented asymmetric blades that are fixed to the poles at both ends. Such orientation of blades provides a positive feedback minimizing the blades' friction while maximizing a drag force and maximizing the turbine's efficiency. The electrical generator transforms the rotational energy of the turbine into electricity. An array of modules may be arranged side by side, thus providing versatile configurations of submersible hydroelectric or wind power systems, which are inexpensive to build, install and maintain.",2006,F03B  11/02; F03B  17/065; F03D   3/067; F05B2220/706; Y02E  10/223; F03B  13/10; F05B2240/13; Y02E  10/28; F03B   3/16; Y02E  10/22; Y02E  10/74; E02B   9/00; F03B   3/00; F03B  13/12; F05B2240/40
4996291,CA20062608233,ANCHORING ARRANGEMENT FOR FLOATING WIND TURBINE INSTALLATIONS,"The anchoring device for a floating wind turbine installation, such wind turbine installation comprising a floating cell (7), a tower (8) arranged over the floating cell, a generator (9) mounted on the tower which is rotatable in relation to wind direction and fitted with a wind rotor (10), and an anchor line arrangement (6) connected to anchors or anchoring points on the sea bed. The individual anchor lines (11) are each, at a certain distance from the floating cell (7) at a fixing point (5) on the individual anchor line, connected with double lines (2, 3) slanting outwards and connected to the floating cell (7) in a delta-shaped arrangement.",2006,F03D  13/25; F03D  11/04; Y02E  10/727; F03D  13/22; B63B2035/446; B63B; F05B2240/93; B63B  21/50; B63B2035/442
4997861,CA20062609745,FLOATING WIND TURBINE INSTALLATION,"A method for coordinating a floating wind turbine installation. The wind turbine installation comprises a buoyant body (1), a tower (2) arranged over the buoyant body, a generator (3) mounted on the tower which is rotatable in relation to the wind direction and fitted with a wind rotor (4), and an anchor line arrangement (5) connected to anchors or anchor points on the sea bed. Static heeling, ~s~-max, at full wind load on the wind turbine is as low as possible, but preferably less than 8 degrees, and all eigenperiods for the installation are outside the waves' period range. The eigenperiod in pitch, T05 (roll, T04), is preferably less than 80 % of the T03 eigenperiod in heave. Moreover, the ratio between T03 and T05 is not close to 0.5 or 1.",2006,B63B2035/446; B63B; B63B2001/044; E02B2017/0091; F05B2240/93; F03D   1/00; Y02E  10/727; B63B   1/048; B63B  21/50; F03D  13/25; E02B2017/0095
5003311,CA20062614992,POWER CONTROL OF A WIND PARK,"The invention relates to a method for controlling a wind power plant (1) or a wind park. A power control module (55) for the power output into a power grid is, according to the method, supplemented with an additional power device (6). This additional power device is operated in such a manner that, according to the voltage in the grid (9), a current reserve is established and is applied in the form of a correction value to the power control module (55). The invention makes use of the fact that components used for transmitting are, in their nominal output, designed for the worst instance of a low grid voltage. The power reserves arising from grid voltages above a tolerance value can, according to the invention, be used for transmission. This makes it possible to achieve a considerable increase in the transmission output without additional constructional effort. The invention also relates to wind power plant or wind park operated according to the method.",2006,F03D   7/0284; H02J   3/386; Y02E  10/763; Y10T 307/522; F05B2240/96; Y02E  40/32; H02P   9/04; Y02E  10/563; F03D   9/255; F05B2240/95; H02J   3/383; Y02E  40/34; F03D   7/028; H02J   3/1885; H02J   3/38; Y02E  10/723; F03D   7/04; H02J   3/16; F03D   9/00; F03D   9/257
5009707,CA20062621244,APPARATUS FOR PRODUCTION OF HYDROGEN GAS USING WIND AND WAVE ACTION,"A platform apparatus for producing hydrogen gas from water includes a buoyant base configured for floating in a body of water, such as on the ocean, a vertical support member extending upwardly from the base, a wind turbine rotatably coupled to the support member for transforming the kinetic energy of wind into rotational energy, a generator coupled to the wind turbine for transforming the rotational energy generated into DC electricity, and an electrolysis apparatus affixed to the platform for using the electricity to extract hydrogen gas from water by the process of hydrolysis. The electrolysis apparatus preferably comprises an exchange chamber for storing water collected from the body of water, a pair of corrosion resistant electrodes, and a gas collection apparatus for collecting the hydrogen gas produced by electrolysis. The platform apparatus preferably includes a pumping apparatus powered by wave motion of the body of water for supplying water to the electrolysis apparatus. A gearing system preferably allows the generator to be driven at a greater rotational speed than the wind turbine.",2006,C25B   1/04; F03D  15/20; F05B2240/216; Y02E  60/366; C25B   1/02; F03D  13/25; Y02E  70/10; F03B  13/14; F03B  13/1815; F05B2220/61; F03D   9/00; F03D   9/008; F03D   9/19; F03D   9/25; Y02E  10/725; E02B2017/0091; F04B  17/00; F05B2240/95; F05B2240/93; Y02E  10/727; Y02E  10/38; C25B   1/26; Y02P  80/158
5013116,CA20062624639,WIND SAIL RECEPTOR,"A wind sail receptor for turning in a wind or flow of water, turning an axle that operates a power generator device that produces a power output for performing work or provides for passing that power output to a storage arrangement. The wind sail receptor preferably includes, from six to ten identical, equally spaced blades between a rear hub and a forward disk, with the rear hub and forward disk connected to an axle that is mounted to a frame through bearings, allowing the wind sail receptor to turn freely when it is pointed into a wind or water flow. Which wind sail receptor blades are formed from two sections of three to five equal spaced blades, and each section is formed from a single flat section of a stiff material, wherefrom radial sections have been removed to form the individual blades that are equal spaced around a hub, and which section hubs are fitted to one another and the blades bent into like curves, and outer blade ends are secured, at equal spaced intervals to a forward disk, forming the wind sail receptor.",2006,F05B2210/16; Y02P  70/523; Y10S 415/908; F04D  29/26; Y10S 416/06; F03D   1/0608; F05B2250/25; Y02E  10/721; B63H   1/265; Y10S 416/02
5015668,CA20062627148,A METHOD FOR DAMPING TOWER VIBRATIONS IN A WIND TURBINE INSTALLATION,"A method in connection with a wind turbine installation for damping tower vibrations, in particular a floating wind turbine installation comprising a floating cell, a tower arranged over the floating cell, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower's eigenvibrations, .omega.eig, are damped by, in addition to control with the controller in the constant power or RPM range of the wind turbine, an increment, .DELTA..beta., being added to the blade angle of the turbine blades on the basis of the tower velocities, .DELTA.Z , so that the eigenvibrations are counteracted. The vibrations in .beta. that have frequency .omega.eig can expediently be damped by means of a stabiliser with the transfer function Hstab(s) between the tower velocities, .DELTA.Z , and the blade angle, .DELTA..beta., which is such that the loop transfer function H-.beta.-.DELTA.Z-dot {j.omega.eig ) Hstab (j.omega.eig ) = -b , which means that: (I) where 'b' is a variable depending on the moment and thrust characteristics of the turbine blades.",2006,F03D   9/25; F03D   7/0224; Y02E  10/725; F03D; F05B2240/93; F03D   7/024; F03D   7/0296; F03D   7/04; F03D  11/00; F05B2260/96; Y02E  10/727; B63B  39/00; F03D   7/02; F03D   7/044; F03D   9/255; F03D  13/25; Y02E  10/723
5672620,CAD914117,FLUID FLOW APPARATUS,NULL,9999,F04B  43/02; Y02E  10/70; B63H   1/30; F04B  19/00; B63H  11/06; F03D   5/06
6003353,CH19770005845,NULL,NULL,1977,Y02E  10/72; F05B2240/40; Y02E  10/226; Y02E  10/22; Y02P  80/158; B63H  21/00; F03D   9/00; F05B2210/16; F03B  13/08; H02P   9/04; Y02E  60/17; B63H  13/00; F03B  13/10; F03B  13/105; F03B  15/00; F03B  15/06
6005007,CH19790005903,LAUFRAD ZUM ANTREIBEN EINES FLUIDS UND VON EINEM FLUID ANZUTREIBENDES LAUFRAD.,NULL,1979,F01D   1/00; F03B   3/12; Y02P  60/12; Y02E  10/721; F05B2210/16; Y02E  10/223; B01F   7/06; B63H   1/12; F04D  29/18
6178794,CHD124470,Rotoreinrichtung mit mindestens einer umlaufenden Walze.,NULL,1925,F05B2240/201; Y02E  10/721; Y02T  70/58; B63H   9/02; F03D   1/0616
6498370,CH20040000596,"Aero/hydro-dynamic noise reducing device for e.g. blade of aircraft propeller, has row of filaments fixed on trailing edge of solid body by using elastic body, and perpendicular to edge, where filaments are made of synthetic fiber","The device has a row of rectilinear filaments (1) fixed on a trailing edge (4) of a solid body e.g. blade (2), by using an elastic body, and perpendicular to the trailing edge. The filaments are made of Kevlar (RTM: aramid synthetic fiber), and have a length higher than 20 percentages of width of the solid body. The filaments are arranged in elongation of the trailing edge and directed towards rear part of the body with respect to flow direction of air (5).",2004,B64C  23/005; B64C2230/14; F03D  11/00; B63H   1/18; B64C   3/18; B63H   1/28; Y02T  50/166; B64C2003/147
6609490,CN20002006343U,Air pressure water raiser,"The utility model relates to an air pressure water raiser, wind energy in which is used for dynamic force. The utility model comprises two box bodies which can control an air discharg mechanism by a water in-and-out hole, and an air charge and discharge controlling mechanism; the air charge and discharge controlling mechanism comprises an air cylinder; two cavities of an air cylinder piston are respectively connected with air discharging openings which are positioned on each of the box bodies by air pipes, wherein, the air discharging openings are provided with float ball valves, and the air pipes are provided with the air discharging openings; a piston rod of the air cylinder is connected with a valve rod of an air charging valve; a valve body of the air charging valve is provided with two cavities, wherein, the upper cavity is connected with an air charging pipe of the other box body, and the lower cavity is connected with an air charging manifold and the air charging holes of the box body which is positioned at the same side. The utility model uses the air cylinder and one air charging valve to replace complicated structural forms, the structure of a water raiser is simplified, the cost is lowered, so the utility model is suitable for families.",2000,Y02E  10/70; F03D   5/06
6629957,CN20008001051,Damping of oscillations in wind turbines,NULL,2000,Y10S 416/06; Y10S 416/50; F03D   1/06; F03D  80/00; F03D   7/04; Y02E  10/721; Y02E  10/726; F05B2240/95; F03D   7/02; F03D  13/20; F05B2200/23; F05B2260/96
6630283,CN20008001381,Rotor with split rotor blades,?????????(1)???????(H)????????????????????????????(4)?????(4)?????????(2)???????????????(4)?????(2)??????????(D)???????????????????????????????????????????????????????????????????????????????(4)???????????????????????(5?6)???????????????(5)????????????????????(4)?????(D)?????????????????????(4)???????????(4)?????(D)??????????(5?6)????????????????????????????(12)????????????????,2000,B64C  11/18; F03D   1/06; B63H   1/18; B64C  27/467; B63H   1/26; F04D  29/24; F04D  29/38; B64C  27/00; Y02T  50/673; F04D  29/242; B63H   3/00; B64C  11/16; F01D   5/14; B63H   1/265; F01D   5/141; F03D   1/0608; Y02E  10/721
6632531,CN20008003645,Landing platform for oversea wind power generator,???????????????????????????(30)?????(28)????(26)????(25)????????????????????????(22)?????????????????????,2000,E02B2017/0069; E02B2017/0073; F03D  13/10; Y02B  10/30; B63B  35/44; E01D  15/24; F03D  13/22; F05B2230/80; B63B  22/02; B63B  35/50; E01D  11/02; E02D  27/42; F03D  11/04; F03D  13/25; E02B2017/0091; E01D  15/14; F05B2230/60; Y02E  10/727; E02D  27/425; F03D  13/40; Y02P  70/523; E02B  17/025; F03D   1/00; E02B  17/027; F05B2240/95
6634400,CN20008005527,Method and system for installing and transporting an offshore wind power station at sea,NULL,2000,E02D  27/42; F03D   1/00; F03D  11/04; Y02E  10/727; E02B2017/0065; F03D  13/10; F03D  13/40; E02B  17/04; F03D  13/25; B63B  35/003; E02B  17/02; E02B2017/0091; F05B2240/95; F05B2230/6102; Y02P  70/523; E02D  27/425; F03D  13/22; F05B2240/93
6693985,CN20012006699U,Wind power generator,"The utility model discloses a windmill generator. An upright shaft is arranged above a frame via a bearing, a bracket is positioned on the upright shaft, a floating plate rotating shaft is disposed on the bracket, a floating plate is mounted on the floating plate rotating shaft, and a generator is arranged on the floating plate and connected with a vane wheel. When the wind speed rises, the rotating speed of the vane wheel will also increase, the vane wheel will drive the floating plate, the generator and the vane wheel itself to rotate around the floating plate rotating shaft, and cause the lower end of the floating plate to lift so that a deflection angle will form between the vane wheel and the wind to reduce the wind area of the vane wheel, the rotating speed of the vane wheel will fall to keep the rotating speed stable and adjust the direction at the same time. With the design, the utility model uses the vane wheel itself to realize the automatic gearless adjustment of the rotating speed and the direction with ease and low cost, and is suitable for windmill generation.",2001,F03D   7/04; Y02E  10/723
6716737,CN20012006309U,Water-wind power generator impeller,"The utility model relates to a water-wind power generator impeller which is composed of a rotating shaft and a plurality of impeller transverse frames, wherein a plurality of upright shafts are arranged between the upper and the lower impeller transverse frames. Both ends of each upright shaft are fixedly connected with the upper and the lower impeller transverse frames through ball bearings. The upright shafts are provided with vanes which can rotate freely around the upright shafts within the range of 180 DEG of one side of the impeller transverse frames. The utility model is not limited by the flow direction and has the advantages of high efficiency and slow start flow velocity. The utility model directly utilizes kinetic energy of water surface, underwater and various wind force, and has simple structure, artful design and convenient installation. The utility model is especially adapted for the areas having rivers of which the flow velocity is larger than 0.5 M/S, tides, ocean current and aqueducts to used for generating electricity or used as power, and is more adapted for generating electricity from wind power in various environments.",2001,F03D   3/06; Y02E  10/74; Y02E  10/223; F03B   3/12
6723694,CN20012005102U,Wind aerating pump device,"A wind aerating pump device mainly comprises a blade, a connecting shaft, an air pump and an aerating device, wherein, the blade is connected with the connecting shaft which is connected with the air pump, the air pump is connected with the aerating device through a pipe. The utility model has the advantages of simple structure, convenient operation, low investment, etc. The utility model is applicable to the oxygenic aeration of natural water; more importantly, the utility model not only can be used for treatment of various wastewater and sewage water, but also can be used for water treatment for lakes, rivers and the other wider fields.",2001,Y02E  10/72; F03D   9/28
6760564,CN20018007530,Wind park,????????????????????????????????????????????????????(12)?????????????????????????????????????????????(12)?????????????(10)?????(14)?????????(10)??,2001,F03D  13/25; Y02P  70/523; Y02E  10/727; B61B   7/00; F05B2230/80; F03D  80/50; F05B2240/96; Y02E  10/725; B61B  12/02; F03D  80/00; F05B2240/95; F03D   9/25; F03D   9/257; H02P   9/00
6826723,CN20022005367U,Reflection hemisphere power generation navigation light,"The utility model relates to a signal device used for the ocean pharos and the ocean lighthouse, in particular to a reflective hemispheric fan blade and wind light complementary power generated pharos, which comprises a navigation mark signal light 23, a protective scaffold 24, a storage battery box 25 which is provided with a control circuit, a solar battery board 26 and a navigation mark buoy 27. The utility model is characterized in that an added generator assembly 28 is fixed on a platform of the protective scaffold 24; the navigation mark signal light 23 is arranged on the top end of the generator assembly 28; the solar battery board 26 is arranged on the platform of the protective scaffold 24. Normally, six reflective hemisphere fan blades 21 rotate is driven by wind power, and drive the generator assembly 28 to rotate and generate on the one hand, and on the other hand, the solar battery board generates continuously shined by the sun, and the two parts both charge the storage battery, ensuring enough electric power for the electric pharos.",2002,Y02E  10/74; F21S   9/02; H02J   7/00; F03D   3/00
6848627,CN20022003162U,Multi-functional amusement boat,"The utility model relates to a multi-functional amusement boat with the functions of water amusement and sightseeing, water entertainment and water dining-room. The boat is of circular structure; the bottom edge is provided with a motor and a driver, the cross shaft of which is provided with a spiral propeller; the vertical shaft is provided with a board water sprinkling device; the side of the boat close to the driver is provided with a steering handle mechanism; the middle part of the boat is provided with a round table; one pillar of the round table close to the driver is provided with a labor-saving frame of hoop mode; the lower part of the pillar is sleeved with a pedal mechanism driven by manpower through a central shaft fixed with the pillar; the sides of the boat are provided with a awning frame which is provided with a moving sail curtain. The amusement boat can be used to play board games, drink tea and dine, and can be driven by manpower, electricity or wind power.",2002,B63B  35/73
6881183,CN20022004680U,Wind energy water-drawing pump,"The utility model relates to a wind energy water drawing pump with the technical proposal that a fixing main shaft of a propeller is vertically connected with a pump rod in movable fit via an output crank of a gearbox; in a cylinder body, a disc of a piston fixed on the lower end of the pump rod is provided with a through hole; the upper side of the piston is covered with a one-way closed film. The fixed junction of the cylinder body and a well bore is provided with a one-way closed water drawing float valve; the upper part of the cylinder body is provided with a water outlet. The utility model has the advantages of simple structure, reliable mechanical property, low failure rate, small energy mechanical loss, and strong water drawing capability.",2002,F03D   9/28; Y02E  10/72; Y02P  80/158
6913988,CN20028007560,Floating device for generating energy from watercurrents,???????????????????????????????????????????????????????????????????(750)?????????(615?720?730)?????(400)??????????????(407)???(406)????(405)??????(410)????????????????(500?820)????????????(550)???(800)???????(800)?????(810)????(500)?????(500)??????(810)???????????????????????????????????????????,2002,F03B  17/06; B63B  35/44; E02B2017/0091; F03B   1/02; H02K  16/00; H02K  16/005; F03B  17/061; F03D   9/00; Y02E  10/725; F05B2260/72; H02K   7/18; Y02E  10/28; E02B   9/08; F03B; F03B   1/00; B63B2035/4466; F03B   3/14; F03B  13/26; F05B2240/40; Y02E  10/38; F03B  13/10; F05B2210/16; F05B2240/97; F03B  11/00; H02K   7/1823; Y02E  10/223
6915332,CN20028008913,"Wind power device, wind power field and method for operating a wind field",??????????????????????????????????????????????????????????????????????????????????????????????????????Holtiem(?????)??????????50???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????/????????????????????????????????????????????????????????????????????????????????0?100??????????????????????????????????????????????????????????????????????????????????0?100??????????????????????????(????)??????????????????????????,2002,B63H   1/06; F03D   7/00; Y02E  10/725; Y02E  10/763; F03D   7/0272; F05B2270/337; Y02B  10/30; F03D   7/02; F03D   9/00; F03D   9/255; Y02E  10/723; F03D   9/257; F05B2270/1033; F05B2270/335; H02J   3/386; H02P   9/00; Y10T 307/724; F03D   7/04; F03D   7/048; F05B2270/304; F03D   7/0284; H02J   3/38
6918852,CN20028002481,Hydro turbine generator,"An apparatus is disclosed for a turbine for generating electrical power from water or air flow comprising at least one rotor disk having a plurality of hydrofoil blades, a guide vanes, a cylindrical housing, and a generator means. A rim generator comprising a magnet race rotor rim and fixed stator coils in the housing is used. The apparatus is fitted with a screen to stop the ingress of debris andmarine life, and a skirt augmenter device to reduce the Betz effect. The apparatus is preferably for sub-sea deployment and driven by tidal currents, but may be powered by river current or wave driven air or by wind. The apparatus may be deployed on at least one telescoping pole, tethered to the sea-bed and kept buoyant by buoyant concrete in the housing, inserted in a dam, under a barge or in atidal power array.",2002,F03B   1/00; F03B  13/08; F03B  13/10; F05B2210/16; F05B2260/63; F03B  11/08; F03B  13/26; F03B  13/264; F03B  13/083; F05B2240/93; Y02E  10/223; Y02E  10/28; F03B   3/04; F03B   3/128; F03D   1/00; F03B   3/12; F03B   3/18; F03B  17/061; F05B2210/404; F05B2220/7068; F03B  17/06; F05B2240/133; H02K   7/18; H02K  16/00; F05B2220/7066; F03B  13/00; F05B2240/97; H02P   9/04
6921603,CN20028005269,Device for measuring the consumption of electrical energy,NULL,2002,F05B2240/95; G01R  11/24; F03D   1/00; G01R  22/00; F05B2230/6102; G01R  21/133; G01R  35/04; G01R  22/066
6992727,CN20032006377U,Multifunctional platform,"The utility model discloses a multi-functional table, comprising a working table provided with an arc lid; a water tank with an inward arc front and back is arranged beneath the working table; the lid is provided with a photoelectric and photothermal power generation device; a railway, a runway for cars and a second grade wind power generation device. The utility model is stable and can stand the shock of the waves and the typhoon; a plurality of the utility model connected can form a floating bridge for trains and cars to pass; the utility model can make use of the sun, wind and water to generate power for the sea area to use, displaying a new horizon for people and provide a good basis for men to develop and use the sea and produce clean power.",2003,B63B  35/44
6999944,CN20032005206U,Wing flag brake speed regulator for wind motor,"The utility model relates to a flap arresting speed regulation device of a wind mill, comprising a blade, a flap shaft which is on the end of the blade and anchoring connected with the blade and a flap arranged on the flap shaft, which is characterized in that the center of gravity of the flap deviates from the center of gyration of the flap and is gyroscopically arranged on the flap shaft, a torsion spring is arranged between the flap and the flap shaft, and corresponding positions on the blade which are parallel to the blade and vertical with the blade are anchoring connected with backing pins. Comparing with the prior art, the utility model has the advantages of a wind mill employing a plurality of blades, simple structure and low cost.",2003,Y02E  10/723; F03D   7/00
7020621,CN20032001863U,Wind power propelling ship,"The utility model relates to a wind pushing ship which is driven by the force of wind and whose propellers above the water is propelled by an engine, comprising a ship body, an engine and propellers and characterized in that: the ship body takes the shape of a plate with the front part turned up. The propellers above the water are arranged on the back end of the rotating shaft linked with the output shaft of the engine. The propellers have shields; the guide plates are arranged at the back of the propellers. The guide plates are fixed on the shields by two shafts. One shaft of the guide plate that is connected with the shield is fixed with a guide wheel I; the steering wheels are engaged with each other by a bevel gear I and a bevel gear II which are connected by the shaft. One end of the bevel gear II is fixed on the guide wheel II which is connected on the ship body by the shaft; the guide wheel II are connected with the guide wheel I by the steel rope. The tube pipe of the rotating shaft is connected with the universal joint of the output shaft of the engine; the shaft tube base of the rotating shaft is fixed on the stent which is fixed on the main stent. The wind pushing ship has a shallow draft, can drive in deep and shallow waters and can berth directly.",2003,B63B  35/73
7021660,CN20032003487U,Hydraulic and wind power combined generator,"The utility model relates to a mall-scale generating equipment, provides a combined generating apparatus by hydraulic and wind power, and consists of a floating cabinet, electricity generator, wind power electricity generating mechanism, hydraulic electricity generating mechanism, unidirectional rotary wheel and cable deployment; the sleeve pipe is arranged at the front end of floating cabinet, the positioning shaft is arranged inside the sleeve pipe, the steering is arranged at the tail end; the electricity generator is arranged on the floating cabinet, the transmission cable is connected with the external controller through the cable deployment, and the wind power electricity generating mechanism, hydraulic electricity generating mechanism are connected with the electricity generator through the transmission mechanism. The utility model constructs the combined generating electricity by hydraulic and wind power through wind power electricity generating mechanism, hydraulic electricity generating mechanism, can put into any water areas, and being simple structure and low costs.",2003,Y02E  10/223; Y02E  10/721; F03B   3/08; F03D   1/06
7028092,CN20032002397U,Impeller of waterpower and wind power generator,"An impeller of water power and wind power generator of the utility model comprises an engine base, a rotation shaft, a plurality of transverse frames, an upper and a lower fixing disc mounted on the rotation shaft used for fixing an upper and a lower transverse frame of the impeller. The edge of a plurality of both upper and lower transverse frames of the impeller is respectively connected to an upper and a lower reinforcing ring which are connected into an entirety through an upright shaft. An arc vane is installed on the upright shaft and it rotates around the upright shaft as the center of circle. A pole is arranged in the arc vane, which is a certain parallel distance far from the upright shaft. A plurality of elastic pull rod is two-by-two correspondingly connected the ends of both upper and lower pole on the front arc vane with the ends of both upper and lower upright shaft on the back arc vane. The utility model has a simple structure, an artful design and a convenient installation, which is especially adapted for the areas having smaller rivers, ocean current and tides to used for generating electricity or power; in a similar way, it is also adapted for generating electricity from wind power in deserts, gobi deserts, grasslands, high mountains and sea islands and it has functions of decreasing wind speed, slowing down the process of desertification and being convenient for afforestation.",2003,F03B   3/12; F03D  13/25; Y02E  10/223; F03D   9/25; F03D   3/06; Y02E  10/727; Y02E  10/74
7045342,CN20038003900,Wind energy turbine and mounting method thereof,NULL,2003,E02B2017/0091; F03D  13/20; F03D   1/00; F03D  11/04; F03D  80/50; F03D  80/70; F05B2240/95; F03D  13/25; Y02P  70/523; Y02E  10/727; F03D   1/02
7045462,CN20038004020,Offshore wind park,NULL,2003,F03D  13/25; Y02E  70/10; F03D   1/02; F03D  11/04; F03D  80/55; F05B2240/95; F03D   1/00; F03D  80/50; F03D   9/257; F03D  11/00; F05B2240/96; F03D   9/00; F03D  13/20; H02K   7/18; F03D   9/11; F03D  80/00; Y02E  10/722; Y02E  10/727
7048430,CN20038007038,Ribbon drive power generation,"The ribbon drive generation apparatus is comprised of a ribbon-like curved shape, composed either of metal or other suitable material, attached to a central axle with the complete apparatus being contained in a tube (10) having a constant diameter for the length of the tube. A front portion of the tube has a pivot or tether (18) and the rear portion of the tube has a drag means, such as fins (16), so as to cause rotation of the tube until it is oriented parallel to the flow. In another embodiment of the present invention, the electrical output of the ribbon drive generation apparatus is connected to a storage battery so as to store energy in times of high flow and make up for generating deficiencies during times of lesser flow. In yet another embodiment of the present invention, plural generating stages are serially arranged to adapt to flow variation and provide smooth start-up. Bypass vents and coupling means are located between each stage. Flow operates a first stage and exits via the bypass until a sufficient rotation is achieved. The coupling is then engaged and the bypass closed in order to operate the subsequent stage. In this manner, the generator of the present invention can be operated in stages.",2003,B63H2001/127; F03B   3/12; F03B  17/06; F04D  29/52; F05D2240/243; B63H2001/122; B63H   1/12; B63H2001/165; F03B   3/126; F05B2250/25; F05D2240/40; Y02T  50/672; Y10S 415/908; B63H  11/08; B63H2011/081; B63J2003/046; F03B   3/04; F05B2240/40; B63J   3/04; F03D   3/00; F05B2240/243; Y02E  10/28; B63H   1/16; F01D   1/38; F03B  17/061; Y02E  10/223; Y02T  70/70; F04D  29/18; F03D   3/005; F03D   9/00; F03D   9/25; F04D   3/02; F04D  25/16; Y02E  10/74
7053217,CN20038001873,A blade for a wind turbine and a method of assembling laminated profiles for a blade,NULL,2003,Y02P  70/523; F03D   1/0675; B63H   1/26; F03D   1/06; F05B2280/6003; Y02E  10/721; F03D   3/06; F05B2230/60
7065960,CN20038004705,Circular cellular rotor,"The invention relates to a windmill rotor comprising multiple separate wind channels, whereby the axis of the rotor is parallel to the direction of the wind. The inventive rotor comprises various cylinders which are concentric to the axis of rotation. According to the invention, the aforementioned cylinders are interconnected by means of different curved walls in the form of radial ribs, said walls forming numerous independent channels for the passage of the wind. The channels are designed such that the direction of the wind changes between the entry and exit thereof. The flow section also changes inside said channels, thereby altering the wind speed modulus.",2003,B63H   1/16; F03D   1/06; F03D   1/0608; F05B2240/33; Y02E  10/721
7067198,CN20038005948,Floating solar chimney,NULL,2003,F05B2240/93; F05B2240/922; F03G   6/04; F03D   1/04; F03G   6/045; Y02E  10/465; F05B2240/131
7085064,CN19861004947,RECTANGULAR VANE-TYPE VERTICAL SHAFT WIND MILL,"The mill is composed of vanes, a vertical shaft, a direction changing column and a float tank ring. Except the vertical shaft, the whole is supported by the float tank ring, which is placed in the pool of water (oil) and buoyed up by the buoyancy of water (oil). The structure of this mill can change the direction of wind itself and increase wind speed and force. It is unnecessary to add an external force for its starting, so it can work under a condition of low wind speed. The vanes can turn over and restore automatically. They can keep a stationary rotating direction against the wind, hence a strong ability of wind disaster-resistance.",1986,F05B2250/12; Y02E  10/74; F03D   3/02
7093282,CN19862006420U,VERTICAL AXIS WINDMILL FOR SHIPS,"The utility model discloses a vertical axis windmill for ships comprising a streamlined blade 4, a bevel gear 26, a bevel pinion 29, a transversal axis 31, a large sprocket 32 and a minor sprocket 27. The windmill is characterized: in that the utility model adopts a differential gear 25 with differential mechanism; the wind energy and the power of a main power machine 24 are synthesized and superimposed to be directly delivered to a propeller 30, and the windmill needs no electricity generation to converse the energy to indirectly use the wind energy; the windmill adopts the vertical shaft type structure, thus the utility model dose not to adjust the windmill direction and operates in the condition of any wind direction. The blade can expand and contract smoothly, the mast can rise and fall flexibly, and the windmill is simple in structure, multi in function, economical and practical.",1986,B63H  21/20; Y02T  70/58; F03D   9/32; F03D  13/20; B63H  13/00; F03D  15/00; Y02E  10/722
7118422,CN19872006370U,DEVICE DIRECTLY USING RIVER AND SEA MOVING WATER ENERGY,"The utility model relates to a device directly using river and sea moving water energy, and solves the problems of big difficulty, huge investment, long periodicity, complicated management, hard finding of dam locations, navigation hindering of gate dams, earthquake and bombardment fearing, etc. The problems exist in the existing hydroelectric technology. The water energy is directly acquired by making use of floating type series water wheels, and is transmitted to directly generate electricity or drive various machines on shores. The connection and adjustment of the water energy, wind energy, sea wave energy, tidal energy, heat energy, etc. can be carried out through a' cable wheel energy conveying net ' to satisfy the rural energy need uniformly. The utility model has simple technology, less investment, short periodicity, and easy management, and can also be popularized quickly to get the effect instantly.",1987,B63H  19/00; F16H   7/00; F03B  13/00
7149421,CN19891003576,Non variable capacitance type rotary machine,NULL,1989,F03D   1/0608; F04D   3/00; F05B2240/243; B64C  11/00; B63H   5/14; Y02E  10/223; F03D   1/06; F04D   1/04; F04D  29/44; F03B   3/12; F05B2250/25; B63H   1/14; F04D  29/18; F04D  29/183; F05B2250/232; B64C  11/005; F04D   1/00; Y02E  10/721; F01D   1/00
7168114,CN19892005362U,HALF UNDERWATER TYPE PLEASURE-BOAT,"The utility model relates to a semi-submersible pleasure boat which is mainly used in tourism and can also be used as an auxiliary boat in aquaculture industry. The pleasure boat can submerge downwards and float upwards mainly depending on three movable sealing float which can rotate. On energy consuming device is adopted, and the ship travels by moving a front and a back paddles by hands. The rotation of the three movable floats is realized by a manual worm wheel and a manual endless screw. Hence, the utility model has the advantages of simplicity, low cost, high submerging and floating speeds, and safety. The submergence depth of the boat is 70 centimeters. The utility model is also provided with a sail and umbrella double duty plant. When folded horizontally, the sail can be used as a sunshade or an umbrella, and when the sail is cocked up, the boat can utilize the wind power to travel.",1989,B63B  35/00
7343867,CN19932004385U,Wind-driven rotary device,"The utility model relates to a wind-driven rotary device, which at least comprises an external tower and a rotary inner tower, wherein, the external tower is in fixed type, while the rotary inner tower is movably fixed inside the external tower. The utility model is characterized in that a flow deflector of the external tower can synchronously regulate the degree of angle, V-shaped stripe grooves are arranged on the flow deflector and a blade to gain guiding and pressurizing effect, and the rotary inner tower half-floats and is movably fixed inside the external tower with the magnetic force principle of homopolar repulsion, together making the efficiency of rotating movement effectively raised and increasing rotating function.",1993,F03D   3/00; Y02E  10/74
7431832,CN19952003135U,All direction fixing fan-mill,"The utility model relates to an all direction fixing fan-mill, belonging to a power plant utilizing wind energy, which mainly comprises double deck blades reversely mounted in pairs with streamline-shaped back and a plugging mechanism. Under the condition of being fixed through a shaft, the utility model is capable of receiving wind in all direction, and the blades are always keeps rotating with sustaining orientation. The all direction fixing fan-mill can be used for marine vehicles, especially fan-mills for fishing vessels, as well as fan-mills, domestic fans, flap-typed dual-purpose propellers in special occasions limited by space; moreover, the utility model can be served as decoration of architectures.",1995,Y02B  10/30; Y02E  10/72; F03D   1/00
7483516,CN19961000037,Shaft phase control mechanism,NULL,1996,B23B  31/28; B63H   5/10; F03D   7/04; F05B2260/4031; F16D   3/10; F16H  35/008; F16H  35/18; Y10T  74/19093; B64C  27/54; B23B  31/36; B64C  11/32; F01L   1/352; Y10T  74/1956; B64D  31/12; Y02E  10/723; Y10T  74/19084; F03D   7/02; F03D  11/02; F03D   7/0224; F05B2260/40311; F16H  37/06; F03D  15/00; F03D  15/10; F16H  35/00; Y02E  10/722
7560317,CN19971005507,Wind power generating system,NULL,1997,F02C   1/00; F03D   1/00; F03D   9/25; F03D   5/00; Y02E  10/727; F02C   1/04; Y02E  10/70; Y02E  10/74; F03D   3/00; F03D  13/25
7674278,CN19988000011,Variable pitch marine propeller,NULL,1998,F03D   7/02; B63H   3/08
7675702,CN19988001439,"Electric power generator by rain, wind, sea-wave and solar energy",NULL,1998,F03B  13/00; Y02E  10/727; F03D  13/25; Y02E  10/725; F03D   9/25; F03B  13/12; F03D   9/00
7763456,CN19998003537,Method for laying electrical cables for first offshore wind power plant to second offshore wind powder plant,?????????????????????(10)???????????(20)?????????????????????????(10)?????????(20)???????????(14)?????????????????????????????(16?26)??????????????(10)?????????(20)?????(16?26)????(22)?????????(10?20)??????????(10?20)???????(14)???????????(10)????????(20)??????(14)???????(10)????????(16)??????,1999,H02G   1/08; H02G   9/02; F05B2240/93; E02B2017/0039; E02B2017/0091; E02B2017/0095; F03D   9/25; F05B2240/95; H02G   1/10; E02B2017/0043; F03D   9/257; F03D  13/25; Y02E  10/727
7763459,CN19998003540,Apparatus for preventing corrosive salt grains permeating into marine wind power equipment,NULL,1999,E02B2017/0091; F03D  80/00; B01D  45/04; B01D  45/16; Y10S 415/908; F05B2240/95; B01D  45/06; B01D  45/12; B01D  46/00; F03D  13/25; Y02E  10/727
7864104,CN200410030626,Float bridge of highway across sea,"This is an overpass sea highway pontoon bridge. It contains bridge base, electric generator, bridge surface, and heavy materials, drain hole, wind power electric generator, support pile, steel wire cable, fixed piles, wave power electric generator, and support metals, in the middle of the bridge there is a support stake, on the stake there is a wind power electric generator device, under the base of bridge there are support metals, on the two ends of the bridge there are heavy materials, they are connected with steel wire cable and fixed on the fixed pile. The base of bridge has concave shape it is composed by following: the two top of bridges are warped by the break water wall, and the middle of the bridge surface is horizontally, on the two sides of the bridge surface are a inclined plane, on it there are drain holes, protect the sea water corrode the bridge's surface, on the two sides of the pontoon bridge there is wave power electric generator, it is connected with the base of bridge, and the other end is connected with the steel wire cable. Between the base of bridge and wave generator there is safety net device.",2004,E01D  15/14; E02B   9/08; F03D   9/43; Y02B  10/30; Y02E  10/72; Y02E  10/28
7887060,CN200410055408,Wind driven power generating system,NULL,2004,F03D   1/06; F05B2240/2213; F05B2250/192; Y02E  10/723; Y02E  10/725; F03D   9/00; F03D  11/04; F03D   7/04; F03D   1/0658; F05B2260/4031; F05B2260/79; Y02E  10/721; F03D  15/00; F03D  15/10; F05B2240/2022; F05B2250/232; F03D   5/00; B63H   1/06; F03D   7/0236; F03D   9/25; F05B2260/502; F05B2260/78; Y10S 415/908
7900154,CN200410069345,Multipower wind and water energy machine,"The invention relates to a kind of multi-function machine that relates to regenerative energy, environment-protection, flying, land tranportation, water transportation, and power station. Fix rotary-wing on the top of the machine, fix a up and down lever on the head, and fix gliding-wings on both sides of the body. Several wind-power generators generate electricity and cone true intermittent flying by using wind power. The head and back of boat fuses into a big boat. There are several flat wind power and water-power engine. On the back is a wind-power machine, dragging the water power station, the big boat can supply itself the electricity. If we take the front of the body off, the back of the body will become a big bus. In the long journey, electric energy can be self-supplied. This technique can be used in the train. Fix many big wind engines on the flat of the boat, and they consists a wind-water power station, it is a power station of water activities. If it is moved from boat and fixed on bank, then it becomes a wind-power station.",2004,B60L2200/26; B64C  11/00; F03D  11/00; F03D  80/00; Y02T  70/70; B60L   8/006; F03D   9/25; B60L2200/32; B63B2035/4466; B63H  19/00; F03B  13/00; Y02T  10/7083; Y02T  70/58; B60K  16/00; B60K2016/006; B63B2035/446; B63H  13/00; B64C  31/024; F05B2210/18; Y02E  10/725; Y02T  70/59; B60L   8/00; B63H  19/02; F03D   9/00; F05B2240/931; F05B2240/941; B63J2003/046; F03D   9/32; B61C   7/00; B61C  17/06; F03D   9/008; F03G   7/00; F05B2240/94; Y02T  10/90
7906588,CN200410077077,Wind urbine with outer noise shell,NULL,2004,F05B2260/96; Y10S 415/909; F03D  80/00; F03D   9/00; B63H   1/06; G10K  11/16; F01D   5/26; Y02E  10/72; F01D   5/10; F03D   1/02; Y10S 416/06; F03D  11/00
7922230,CN200410093923,Comprehensive system for preparing fresh water and wind powder generation by solar energy chimney indirect condensing heat-exchange,"A system for preparing fresh water by air and generating electric energy, used to treat seawater, bittern, or industrial sewage, is composed of a solar heat collecting shed, a solar chimney on said shed, a wind-driven turbogenerator set at the inlet of said solar chimney, and an indirect condensing unit under the inlet of solar chimney. The cold air is heated for moistening it and then indirectly heat-exchanged by tube wall to become fresh water. The heated air is raising into the solar chimney to drive said turbogenerator.",2004,F03D   9/25; Y02A  20/212; Y02P  80/24; Y02E  10/465; Y02E  10/72; C02F   1/14; Y02A  20/141
7937256,CN200420006820U,Improved structure of pistil material,"The utility model relates to an improved structure of pistil material. The improved structure of pistil material is characterized in that two surfaces of the improved structure of pistil material are respectively provided with a plurality of longitudinal and transverse grooves and a plurality of via holes; wherein, the grooves are formed by hardened melting marks generated via pressing when heated, and the via holes are composed of cutting edges caused by a cutter respectively inserting in two sides of the pistil material. When a fibre strengthened resin composite structural body is manufactured, the improved structure of pistil material can be used to reduce the erosion and the residue of liquid resin, the weight of finished products can be lightened, and marks on the surface of the finished products can be avoided. The fibre strengthened resin composite structural body with the improved structure of pistil material can be used as the material of ships, vehicles, ocean floaters, swimming pools, airplanes, wind power electricity generating laminas, etc.",2004,B29C  33/42; B29C  70/06
7965781,CN200420042981U,Air-collecting power energy device,"The utility model discloses an air-collecting power energy device, comprising a system of the float-type aerodynamic rod or the system of the spring-type air collector for respectively collecting the dynamic air source on the water surface or in the atmosphere. The air collected by each system enters into a high-voltage air reservoir (9) via a one-way valve (7) to be formed into the high-voltage compressed air which is jetted by a high-voltage injecting nozzle via a withstand-voltage air delivery pipe to drive an air turbine (16); the power is generated by an aerodynamic energy generator set (18); the dynamic rod (2) of the system of the float-type aerodynamic rod is positioned in a hollow sealed body with built-in air on water; an air compressor (5) is driven to move up and down to collect the air via the natural surge of the water; the system of the spring-type air collector comprises a plurality of spring-type air collectors (6), solving the problems that the power is generated by collecting the natural air, etc.",2004,Y02E  10/72; F03D   9/17
7973753,CN200420053356U,Wind-power recreational boat,"The utility model relates to a wind-power recreational boat, equipment for body-building and recreation, consisting of a boat body which is composed of a floating body and a fixing bracket, a power device and an actuating device. The power device is a human power device which is arranged on the seat and connected with the wind power driving device by the actuating device. The actuating device comprises a gear assembly and a sprocket actuating device. A pedal crank is arranged in the human power pedal power device. The bevel gear of the pedal crank axle is meshed with the bevel gear of the drive axle. The sprocket of the drive axle is connected with the sprocket of the wind power impeller shaft by chains. The utility model has the advantages of new and reasonable structure, propulsion of wind power propulsion and convenient operation, and has the functions of water borne body-building, leisure, recreation, sports, fishing and life saving, being adapted to various lakes.",2004,B63B  35/74; B63H  23/10
7976480,CN200420057920U,Sail type energy converter,"The utility model relates to a sail type energy converter which comprises force receiving sail vehicles 1, movable sails 10, mechanical energy output wheels 2, driven wheels 21, force receiving sail vehicle guiding rails 3 and support frames 31, wherein the movable sails 10 are movably connected with the force receiving sail vehicles 1 in a shaft type, the force receiving sail vehicles 1 are movably connected with the force receiving sail vehicle guiding rails 3 which are fixedly connected with the support frames 31, the force receiving sail vehicles 1 are movably connected with the mechanical energy output wheels 2 which are movably connected with the support frame 31 in the shaft type, and the force receiving sail vehicles 1 are movably connected with the driven wheels 21 which are movably connected with support frame 31 in the shaft type; the heads and the tails of 3-1000 force receiving sail vehicles 1 are movably connected in the shaft type, and the force receiving sail vehicles 1 synchronously run. The utility model has the advantages of high efficiency for converting wind energy to the mechanical energy of directional circumferential motion and simple structure; the water energy of river current and ocean current can also be converted to the mechanical energy of the directional circumferential motion by the utility model without barrages.",2004,F03D  15/00; F03B  13/00; F03D  13/20; Y02E  10/722
7993115,CN200420080405U,Concrete prefabricated and assembled multipurpose tower crane foundation,"The utility model discloses a concrete prefabricated and assembled multipurpose tower crane foundation. A central part, a transition part and a terminal part of concrete prefabricated parts in different shapes perforate and are connected to a crossing assembly through the soft material. The counterweight part is pressed on the corresponding parts of the crossing assembly. The transition part and the terminal part are provided with an anchor bolt hole with various assemblies, and the tower crane foundation can be fixed by selecting corresponding holes according to the type of the tower crane through the anchor bolt. A shear resistant concave-convex part is arranged among the parts of the crossing assembly. Clumpy transition parts can be connected in series to increase the stressed area, and if matched with a pile foundation, the transition part can also be used to the field with low endurance. The plane of the entire tower crane foundation is in an octagonal windmill shape; the utility model has the advantages of stable and reliable whole structure. The utility model saves a good deal of human resources and material and reduces the pollution of the concrete wastes, and is the new ideal foundation of the prior middle-small sized stationary crane and especially is adapted to east coastal areas.",2004,E02D  27/44
8013971,CN200420111525U,Energy conversion device,"The utility model relates to an energy converting device which comprises a force-receiving rotating wheel 1, a mechanical energy output wheel 2 and a negative work-shielding baffle plate 3, wherein the force-receiving rotating wheel 1 is concentrically and fixedly connected with the mechanical energy output wheel 2 and is movably connected with the negative work-shielding baffle plate 3 in a shaft type, and the negative work-shielding baffle plate 3 is installed on the periphery of the lower semicircle of the force-receiving rotating wheel 1. The utility model has the advantages of high efficiency for converting wind energy to the mechanical energy of directional circumferential motion and simple structure, and the water energy of river current and ocean current can also be converted to the mechanical energy of the directional circumferential motion by the energy coverting device without barrages.",2004,F03D   3/00; Y02E  10/38; F03B  13/22; Y02E  10/74
8013978,CN200420111533U,Energy converter,"The utility model relates to an energy converter which comprises a force receiving vehicles 1, mechanical energy output wheels 2, a support frame 3, force receiving vehicle guiding wheels 12, driven wheels 21, a negative work shielding baffle plate 3 and force receiving vehicle guiding rails 32, wherein the force receiving vehicles 1 are movably connected with the force receiving vehicle guiding wheels 12 in a shaft type, and the force receiving vehicle guiding wheels 12 are movably connected with the force receiving vehicle guiding rails 32; the utility model is provided with four force receiving vehicle guiding rails 32 which are parallel to each other, both ends of the force receiving vehicle guiding rails 32 form a horn shape, the force receiving vehicle guiding rails 32 are fixedly connected with the support frame 3, and the force receiving vehicles 1 are movably connected with the force receiving vehicles 1 in the shaft type; 3-1000 force receiving vehicles 1 are synchronously operated, the force receiving vehicles 1 are movably connected with the mechanical energy output wheels 2 which are movably connected with the support frame 3 in the shaft type, and the force receiving vehicles 1 are movably connected with the driven wheels 21 which are movably connected with the support frame 3 in the shaft type; the negative work shielding baffle plate 31 is fixedly connected with the support frame 3 and is installed one half of periphery of the lower part of the utility model. The utility model has the advantages of high efficiency for converting wind energy to the mechanical energy of directional circumferential motion and simple structure, and the water energy of river current and ocean current can also be converted to the mechanical energy of the directional circumferential motion by the utility model without barrages.",2004,Y02E  10/20; Y02E  10/74; F03B   9/00; F03D   3/00
8024472,CN200480003127,Method for the erection of a wind energy plant and wind energy plant,NULL,2004,F05B2240/95; F03D  11/00; H01F  27/085; Y02P  70/523; F05B2240/14; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; F03D   1/00; F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/50; F03D  13/22; F05B2260/64; F03D  13/10; H01F  27/02; H01F  27/06; E04H  12/00; F03D  80/82; F05B2230/60; Y02E  10/727
8030168,CN200480008864,"Vessel for transporting wind turbines, methods of moving wind turbine, and wind turbine for off-shore wind farm",A wind turbine (1) has a base (5) divided into at least three ballast tanks (12). A vessel (7) has means for displacing the wind turbine between a loading space (22) and an unloading position (26). At its unloading position the vessel has winches (11) with at least three flexible lines (10) that can be connected with horizontally distanced lifting points (23) on the wind turbine base.,2004,F03D  13/22; B63B  35/00; B63B  35/003; E02B  17/02; E02B2017/0065; F03D  13/10; F03D  13/40; E02B2017/0091; F05B2240/95; F05B2260/96; F03D  13/20; Y02E  10/727; B63B  25/00; B63B  27/00; E02B2017/0082; E02D  27/42; E02D  27/425; F03D   1/00; E02B  17/04
8039095,CN200480017888,Wind energy plant,NULL,2004,A01K  61/70; F05B2240/912; A01K  61/00; Y02P  60/64; Y10S 415/905; F03D  11/00; F03D  80/30; Y02A  40/83; F03D  80/00; F05B2240/95; F03D  13/25; Y02E  10/727
8045479,CN200480024341,Round honeycomb rotor,"The invention relates to a round honeycomb rotor which is intended to improve substantially the efficiency of standard propellers when used as a rotor for aerial vehicles, motor pumps, boats or for any purpose in hydraulic or pneumatic applications. The inventive rotor comprises helical parts which extend from the hub or circular core thereof and which are mounted to one or more concentric tubularcylinders. Moreover, a truncated-cone-shaped part extends from the larger diameter cylinder in order to control and direct the output centrifugal forces. The aforementioned helical parts take the form of helical trapezoids which, when connected to one another, form a round honeycomb in which the outer peripheral edges of said parts are fully enclosed, such that all of the centrifugal forces can be combined and the efficiency of standard propellers can be increased ten times or more for all of the various applications thereof.",2004,B64C  11/005; B64C  27/32; F04D  29/38; B64C  11/001; Y02E  10/721; F04D  29/388; B63H   1/12; B64C  11/00; F04D  19/02; F04D  29/181; F04D  29/18; F04D  19/022
8048512,CN200480027411,A wind turbine for use offshore,"A procedure and a device in connection with the use of a wind turbine offshore, comprising a wind turbine (2) connected via a shaft (not shown) to a generator (3), which is rotationally mounted on a tower (4), and a foundation underneath in the form of a float (6) on which the tower (4) is mounted. The float (6) is designed to be anchored so that it can move freely in the vertical plane via a mooring in the form of mooring lines, hinge or tether (7), whereby, as a consequence of the effect of the waves on the float, the motion of the wind turbine (2) will act as a damping mechanism on the motion and thus extract energy from the waves. The wind turbine's resonance period is adjusted by adjusting the platform's centre of gravity and/or the tension in the anchor (7) with which the wind turbine is attached to the sea bed.",2004,B63B  21/50; B63B  35/44; F05B2240/93; B63B  21/502; F03B  13/18; Y02E  10/38; B63B2035/446; E02B2017/0091; F05B2240/95; F03D   9/00; F03D; F03D   1/00; F03D  11/04; F03D  13/25; Y02E  10/727
8051287,CN200480030223,Foundation for an offshore wind energy plant,NULL,2004,Y02E  10/727; E02B  17/0004; E02B  17/02; E02B2017/0091; E02D  27/42; F03D   1/00; F05B2240/95; E02B  17/0034; E02B2017/0078; E02D  27/425; E02B  17/00; F05B2260/301; F03D  13/22
8067837,CN200510003199,Swinging wind-driven set,"The swinging wind-driven set as one engineering machine to utilize wind power has no tower and thus low manufacture cost and engineering cost, and is especially suitable for being installed and operated on ground or water. Under the action of wind, the vane attack angle is turned in the right and left ends so that the vane swings right and left to convert the wind energy into mechanical energy. The swinging wind-driven set is especially suitable for use in flat ground, mountainous area, desert, lake, marsh, sea, beach and other places with rich wind resource, and may be used to provide people with infinite renewable power source.",2005,F03D   9/25; F03D  13/25; F03D   7/00; Y02P  70/523; F03D  13/20; Y02E  10/723; Y02E  10/727
8085733,CN200510022319,"Electricity generating techn with marine energy, water energy and wind energy","The present invention is electricity generating technology with marine energy, water energy and wind energy. Sea waves in different directions are utilized for generating electricity by means of one novel water wheels with vanes possessing flat or notched upper side and raised lower side. The energy the novel water wheels accepts is amplified in a speed varying system and converted into the fast rotation of rotor in the generator to generate electricity. The sea wave generating apparatus includes concrete pedestal, limited floating box, novel water wheels, generator, etc. When the novel water wheels is reformed into one with planar vane wheel and set in river, one novel water energy generating equipment is formed. Wind energy in sea and river is also utilized in generating electricity simultaneously.",2005,F03B  17/062; Y02E  10/38; Y02E  10/725; F03D   9/00; F03D   9/008; F03B  13/22; Y02E  10/28
8100055,CN200510037595,Wind powder mechanical double-body ship,"A double-hull ship with wind driven machinery is composed of main body with tail propeller and supporting frame, a movable base on said supporting frame and with direction regulating unit and two groups of wind driven blade wheel, which have different rotational directions, the speed variator with a power input shaft connected to the shafts of said wind driven blade wheels via drive mechanism and a power output shaft connected to the propeller via drive mechanism, and a front guide helm linked with steering wheel.",2005,F03D   9/20; B63H  13/00; Y02E  10/72; Y02T  70/58; F03D   9/32
8100271,CN200510037846,Liquid buoyant wind power generator,"The invention relates to a liquid floated wind mill generator comprising fan blade, generator, empennage and support, the fan blade is with rotor of generator through axis of rotation which is supported by bearing to make the rotor and stator match with each other; its characteristics includes: there is liquid floated support in the gravity direction of axis of rotation, and the liquid floated support includes box filled with liquid and hollow sealed roller fixed on the axis of rotation with the same axiual with the box and is partially or completely dig into the liquid. The invention makes use of buoyancy caused by roller pushing out water to reduce the total weight on the axis of rotation so that force of friction of axis of rotation and generator is decreased, making fan blade start up with much lower speed especially 0.8m/s and drive the generator; the liquid floated wind mill generator dose good to introduction and application of wind mill generator.",2005,F03D  80/70; F03D   9/25; Y02E  10/722
8102615,CN200510041199,Stator double winding asynchronous electrical machine matrix type collecting and generating system of wind force generating field on the sea,"Disclosed a stator double winding asynchronous motor matrix collect-electricity power system of offshore wind power field, belongs to the high voltage direct current asynchronous motor power system. Said system comprises several stator double winding asynchronous power system in parallel and the matrix type connection Said system comprises stator double winding asynchronous motor, magnetizing converter, controller, alternating current capacitor, rectifier, and filter capacitor. The motor has two windings on the stator including a main winding which connects the rectifier bridge to output power, and a magnetizing winding which adjusts the magnetizing current while both windings has no direct connection in circuit. The rows of matrix collect-electricity system are formed by several output direct current voltage phase in parallel of power units, which are arranged in row to form a whole matrix collect-electricity system. Said matrix collect-electricity power system can provide high voltage high power direct current and has the advantages of reliability, easy construction, lower cost, and simple maintenance, while it specially meet the demand of wind power fields on the sea, plain, and desert where the three-phase electrified wire netting can not reach.",2005,H02J   1/00; H02K  17/42; H02J   1/10
8106875,CN200510045895,Vertical shaft high power wind-driven generator,"The invention is a layer-assembled structure, in which a composite blade is made up of a blade and an integral central column assembled by a central support column and a blade support disk via a shaft coupling. The bottom of the central column is mounted on the base via a main bearing connected with the generator through a drive mechanism. The top of the central column is anchored via a cable fixator and a wind vane is disposed above the cable fixator. The sensor on the wind vane is connected with the composite blade via a control system.",2005,F03D   7/06; F03D   9/25; F03D  80/70; Y02E  10/722
8106972,CN200510046001,Small power vertical axle wind-mill generator,"The invention discloses a low-power vertical wind generator fixed with upper vane and lower vane supporting discs at the upper and lower ends of a center column, respectively, installing plural vanes between the two supporting discs through vane shaft coupling, where the lower end of each vane is connected with a vane windward angle drive mechanism through the vane shaft coupling, the upper end of the center column is connected with an anchor and the lower end of the center column is connected through a main bearing to a base, the main bearing is connected with a generator equipped with reducer through a power transmission mechanism provided with sensor; a wind vane is arranged above the anchor, and the sensor is connected with the windward angle drive mechanism through main controller and the whole is anchored with cable through the anchor, and the main bearing is of a compound pull bearing structure. And it effectively prolongs service life and has strong practicality.",2005,F03D   7/06; Y02E  10/72; F03D  13/20; F03D   9/25
8164578,CN200510108895,Electrical machine with double-sided stator,"Machines useful for wind turbine (10) and ship propulsion purposes include a wind turbine generator (12) or a ship propulsion motor with two concentric air gaps. In one embodiment, the machine includes a rotor (16) with an inner rotor core (20) and an outer rotor core (16); and a double-sided stator (24) with an inner stator side (30) and an outer stator side (26). The double-sided stator (24) isconcentrically disposed between the inner rotor core (20) and the outer rotor core (16).",2005,H02K   1/20; H02K   1/27; H02K  16/00; F03D   9/25; F05B2220/7066; B63H  21/17; H02K   1/12; H02K   7/1838; F03D  15/20; F05B2220/7068; H02K   7/14; H02K   5/20; F03D  80/60; H02K   7/086; Y02E  10/725; B63H   5/125; B63H2005/1258; H02K  21/12
8174731,CN200510119830,Power transmission device,"This invention discloses one power transmission device and its method and provides one power transmission device by use of blades self rotation and public rotation. The power transmission device comprises blades, blades self rotation shaft, blades frame wheel and self rotation control structure connected to the self rotation axis, wherein, the self rotation control structure is used to control blades rotation speed and direction to make the rotation direction of the axis and blades frame are different along public rotation axis line and to make the blades self rotation speed and blades frame wheel rolling round public axis with speed proportion of one to two. This invention is suitable for wind power device or water power device as one push device of ships.",2005,Y02E  10/38; B64C  33/00; F03D   3/00; Y02T  70/58; F03D   7/06; Y02E  10/74; F03B  13/22; F03B  15/00; B63H  13/00; B63H  23/02
8199787,CN200520011748U,Water floated building type ship,"The utility model relates to a water floated building type ship. A ship body is composed of a deck, a truss and a chassis, wherein the deck is fixedly connected to the truss of which the periphery is fixedly connected with the chassis. The ship body is fixedly connected with buildings, and a floating body is fixedly arranged under the chassis. The utility model with the function of vacationing has the advantages of low sailing speed, wide ship body structure and small depth of immersion, and is easy to approach the bank. With a guide rail and a water discharge valve, the ship body does not sink within the designed load range, with safe and reliable sailing. The utility model adopts wind power of a wind sail or the manual dynamic force of a supporting rod, a paddle, etc., and the operator can experience the sailing process with integrated leisure and body building; a small environmental protection mechanical power device can be installed so that the utility model has double functions of human power driving and power driving. The utility model has various use functions of a small-sized flexible villa and a luxurious yacht, enriches the vacation life on water of people, and is suitable for sailing in inner water, wet land or shoal.",2005,B63B  35/73
8242555,CN200520069278U,Liquid floating wind-power electric generator,"The utility model relates to a liquid floating wind-power electricity generating device, which comprises a wind blade, a generator, a tail wing and a support bracket, the wind blade is connected with a rotor of the generator by a rotating axle and the rotating axle is supported by a bearing to enable the rotor and a stator of the generator to keep interstice fit. The utility model is characterized in that the rotating axle is provided with a liquid floating support device on a gravity direction and the liquid floating support device comprises a box body and a rolling cylinder, wherein the rolling cylinder is provided with a hollow sealing structure, the inner part of the box body contains liquid, the rolling cylinder is coaxially fixed on the rotating axle and is partially or entirely dipped in the liquid. The utility model uses the buoyancy generated when the rolling cylinder discharges water to reduce total weight acting on the rotating axle to reduce frictional force between the rotating axle and the generator. Thus, the wind blade can be started and drive the generator to operate under the condition of an ultra-low wind speed, particularly the wind speed of 0.8 meters per second. The liquid floating wind-power electricity generating device is helpful for the popularization and the application of wind-power electricity generating devices.",2005,F03D  80/00; Y02E  10/722; F03D   9/25
8259124,CN200520089416U,Vertical axis high power wind-mill generator,"The utility model relates to a vertical shaft wind power generator with high power, which belongs to the field of a wind power generator. The utility model is designed for solving the problem caused by a socle beam structure in a horizontal shaft wind power generator with high power and the problem that the existing vertical shaft wind power generator can not be suitable for requirements of a high-power blower. The utility model is in a layered assembly structure. By a blade supporting disk and a shaft joint, a blade and a center supporting post are assembled into an integral center post and a composite blade which is connected with an upwind angle drive mechanism. The bottom end of the center post is arranged on a base through a main bearing, and is connected with the generator through a transmission mechanism. The top end of the center post is anchored by a steel cable fixer, and a wind vane is arranged above the steel cable fixer. A sensor on the wind vane is connected with the composite blade through a control system. The utility model regulates the upwind angle of the blade through the control system, and absorbs wind energy as much as possible. Because the shaft joint and the main bearing are all in a composite magnetic suspension thrust bearing structure, the friction loss is reduced and the efficiency of the system is increased.",2005,F03D   9/25; Y02E  10/722; F03D  15/10; F03D   7/06; F03D  13/20; F03D  80/70
8259283,CN200520089627U,Small-power vertical axis wind-power electric generator,"The utility model discloses a small-power wind power electric generator with a vertical shaft, which has the structure that the upper end and the lower end of a center post are fixedly connected with an upper blade supporting disk and a lower blade supporting disk, and a plurality of blades are arranged between the upper blade supporting disk and the lower blade supporting disk through a blade shaft joint. The lower end of each blade is connected with a blade windward angle drive mechanism through the blade shaft joint. The upper end of the center post is movably connected with an anchor fixing device, and the lower end is arranged on a base through a main bearing. The main bearing is connected with an electric generator with a speed reducer through a power transmission mechanism with a sensor, and a wind vane is arranged above the anchor fixing device. The sensor is electrically connected with the blade windward angle drive mechanism through a main controller, the whole sensor is anchored by anchor cables through the anchor fixing device, and the main bearing is in a composite thrust bearing structure. The system stability is enhanced, simultaneously the space occupied by the wind power electric generator is reduced. The friction loss is reduced by the blade windward angle drive mechanism and the composite thrust bearing with a magnetic suspension thrust bearing, the use ratio is high, and the electricity generating time is effectively prolonged.",2005,F03D   7/06; Y02E  10/72; F03D  13/20; F03D   9/25
8331229,CN200580034243,Equipment and method for mounting float base under the water vertically driving hindered,"To improve output without enlarging the size of an actuator.A part 80b is added to directly transmit output of a motor in a case where relative rotation between an input 40b and an output 41b reaches prescribed quantity, thereby high output and compactness of the actuator are achieved.",2005,B63B  21/502; Y02A  40/826; E02B2017/0091; F05B2240/95; B63B2021/505; E02D  27/52; F03D  13/22; A01K  61/60; Y02E  10/727; Y02P  60/64; B63B2035/446; F03D  13/10
8335536,CN200580038667,Container for transporting blade,"The container for the transport of blades is comprised of side walls made of tubular trusses diagonally crossed by stays, the different trusses are coupled at the bottom with a bolt with lock pin and at the top with a nut and screw. Both side walls are joined at the top and bottom by adjustable stays. On the upper part, as well as the stays there are transversal spacers. At the bottom of the container the tables which act as support for the storage and transport of the blades are installed, said tables incorporate retractable and telescopic support feet. Both ends of the container are closed using two types of cover, the front cover has anchor points for two blades and the rear cover has an anchor point for one blade.",2005,B65D  88/52; Y02E  10/72; B65D  88/121; B61D   3/16; B65D  88/005; F03D  13/40; B65D  85/68; B65D2585/6897
8344870,CN200580048461,Offshore wind turbine with device for ice prevention,"Offshore wind turbine (14) including a tower (1) rising above sea level (12) and one or ore blades (4), which can be put into rotation by wind. The offshore wind turbine includes a pump (6), which isadapted to pump sea water (13) up form the sea. At the delivery side the pump (6) communicates with nozzles (8, 9), said nozzles being adapted to direct sea water to the surface of the blades (4).",2005,F05B2240/95; F03D  80/50; F05B2240/123; F05B2260/601; Y02E  10/727; F03D   9/00; F03D  13/25; E02B2017/0091; F03D   1/00; F03D   9/28; F03D  11/00; Y02E  10/725; Y02P  80/158; F03D  80/40; Y02E  10/721
8345035,CN200580048635,Electrical component with a cooling circuit for underwater operation,"The invention relates to an electrical component with winding conductors, particularly a transformer, comprising a cooling circuit with a heat exchanging unit. According to the invention, the cooling elements of the heat exchanging unit can be flowed around by a first liquid, particularly seawater thus enabling an effective exchange of the heat resulting during the operation of the electrical component. The inventive electrical component is designed particularly for offshore uses in which the electrical component is placed at different levels of a platform whereby requiring only a small amount of space.",2005,F03D  13/10; F03D  80/00; F03D   1/00; F03D  80/60; H01F  27/06; H02B   1/56; Y02E  10/727; H01F  27/12; H01F  27/16; F05B2240/95; H02B   7/00
8357497,CN200610011434,Fully permanent magnetic floating wind generator,"The invention provides an all-PM suspension wind power generator, comprising frame, mechanical bearing, shaft and wind turbine, where the wind turbine is arranged at the front part of the shaft, the shaft is connected via the mechanical baring with the frame and it is characterized in that: one or more groups of PM suspension devices are arranged between the wind turbine and the mechanical bearing and use the potential difference between the corresponding magnetic poles encircling the shaft and respectively arranged on the shaft and frame to generate upward magnetic force so as to eliminate the effect of the wind turbine gravity.",2006,Y02E  10/722; F05B2240/51; F16C  32/04; F16C  39/063; F16C  39/066; F16C2300/32; F03D  80/70; F16C  32/0412; F16C2360/31; F16C  32/0425; H02N  15/00
8389901,CN200610047341,Wind generating set main shaft self-aligning slide bearing,In the invention are disposed an outer ring and an inner race. The inside diameter of the outer ring is an internal spherical surface and the outside diameter of the inner race is an external spherical surface. On the outside diameter of the inner race are uniformly set blind holes with solid lubricant inside and is set a circular recess. A rolling body and a floating spacing pin are disposed between the circular recess and the outer ring. On the inside diameter surface of the inner race is covered a frictional layer made of self-lubricating composite material.,2006,F16C  23/04; F16C  33/10; F16C  33/20; F03D  80/70; F16C  33/74; Y02E  10/722; F16C  23/045
8412101,CN200610072992,Superhigh power suspension tangent wind-driven generator,"This invention relates to super large power float circle wind generation device, which forms blade set by two vertical tangent circle fan blades and fix axis, wherein, the blades drive fix axis under wind pressure to convert wind energy into mechanic energy to drive fix axis end through umbrella gear or joint motor transmission axis to convert mechanic energy into electricity energy; the fix axis and motor drive axis use static magnetic float technique.",2006,F03D   3/06; F03D  13/20; F03D   9/25; Y02E  10/74
8439405,CN200610103289,Method of operating a wind turbine,"In a wind turbine and in a method of operating a wind turbine, the rotor speed and/or the generator power are reduced in dependency of measuring variables exceeding predetermined values. The variables comprises the following variables: wind direction relative to axial direction of main shaft of turbine and turbulence of the wind, rotor speed and/or the generator output power, and at least one from the following variables: a wind speed; bending forces acting on one or more blades of the turbine or resulting bending levels of the one or more blades; movements or acceleration and noise of the one or more blades; the temperature of one or more components of a drive train and/or a generating system; the vibration or noise of one or more components of a drive train and/or a generating system; wherein supporting structures of the turbine include vibration or movement of a tower or its substructure; and lateral movements of the tower or nacelles of the turbine.",2006,F03D   7/04; F05B2270/20; Y02E  10/726; F05B2270/3201; G01P  13/02; F03D   7/0276; F05B2240/95; F05B2270/109; F05B2270/303; H02P   9/04; F03D   7/028; F03D   9/00; F05B2270/321; F05B2270/322; F05B2270/334; F05B2270/808; F03D   7/0264; F05B2270/807; G01P   5/07; Y02E  10/723; F03D   7/022; F05B2270/107; F05B2270/331; F03D   7/00; F03D   7/0204; F03D   7/042; F05B2270/335
8462063,CN200610129933,Installation construction method for wind generator set on the sea,"A method for the structural design and engineering of an offshore wind power generator unit hoisting platform is provided, which is characterized in that: a special barge is adopted to convey the offshore wind power generator unit and a self-elevating wind power generator unit hoisting platform to an offshore wind tower body that has been installed beforehand; elevate a hoisting platform (1) stepby step to the top of the wind tower body; lock and elevate the hoisting platform (1) with the wind tower body (14); elevate a hoisting pallet (10) and the wind power generator unit (12) to the top of the wind tower body (14) and then displace them to the position right above the top of the tower body (14), overlap with a connecting center at the top of the tower body and then carry out connection and fixing; hoist a blade (13) to the to the top of the wind tower body (14); install the blade (13) on the generator unit. Finally, lower down the hoisting platform step by step and return it to the special barge to complete the hoisting operation.",2006,F03D  13/10; F03D   9/25; B66C  23/52; B66C  23/207; B66C   1/108
8471187,CN200610142036,System and method for driving a monopile for supporting an offshore wind turbine,"A method for installing an offshore wind turbine system (10) includes driving a cylindrical annular monopole(24) into the soil. The monopole(24) includes a flanged portion (36) configured to support awind turbine tower (20). The flanged portion (36) extends radially from a peripheral surface of the monopole(24). The method further includes mounting a wind turbine tower (20) directly on to the monopile(24), wherein the wind turbine is supported by the flanged portion (36) of the monopile(24).",2006,E02D   7/06; E02D   7/08; F03D  13/22; E02D  27/42; F03D  11/04; Y02E  10/727; E02D  27/44; E02D  27/52; F05B2240/95; E02D  27/425; F03D  13/10
8504753,CN200620007628U,Two-freedom wind-making system,"The utility model relates to a dual-freedom degree wind generation system which is characterized in as follows: It comprises a main force bearing structure, a pitch regulation structure of wind direction and a horizontal regulation structure of wind direction. The main force bearing structure comprises a girder and a pair of rigid protrusion arm equipped at two sides of the girder. The pitch regulation structure of wind direction comprises a pitch frame connected between the protrusion arms at two sides of the girder. On end of the pitch frame is immovably connected with an output terminal of a pitch control motor. The pitch control motor connects with the protrusion arm at one end. The horizontal regulation structure of wind direction comprises blowers each of which is respectively pin connected in the pitch frame. A top pin connection end of each blower is immovably connected with a swing rod. The top of pitch frame connects with a horizontal control motor. The output terminal of the pitch control motor immovably connects with a swing rod. Connect two ends of all the swing rods respectively two synchronous rods. The utility model fills the blank of the dual-freedom degree of wind speed simulation at the deep sea test, meets the emergent demand from the marine engineering test and study and provides the key technical support and test measure for the marine engineering test and study.",2006,G01M   9/02; B63B   9/08
8524032,CN200620031721U,Wind-driven water-pumping electric generating unit,"The utility model discloses a wind power water lifting generating device, which comprises a wind wheel, a perpendicular active axis which is connected with the wind wheel with a bracket, wherein the lower of the active axis extends into the shell and the end is equipped with an axis wheel, the active axis drivingly connects with a driven wheel which connects with a water lifting device and a generator through the active wheel, and a clutch shifting device is equipped among the driven wheel, the generator and the active wheel. The driven wheel connects with the water lifting device due to the fact that a clutch shifting device is equipped among the driven wheel, the generator and the active wheel, thereby The utility model has two functions of water lifting and electricity generating which can conveniently switch. When The utility model is provided on the roof of a building or a cistern, the water level control floating ball of the cistern connects with the dialing rod in the clutch shifting device to realize automatic shifting of water drawing in the cistern and electricity storing. The utility model can be installed in desert area, where wind power resource is abundant despite the dry earth's surface, to effectively utilize the wind power to draw and to utilize the underground water.",2006,Y02A  20/18; Y02B  10/30; F03D   9/25; Y02B  10/70; Y02P  80/158; Y02E  10/72
8531325,CN200620042397U,Floating-board type wind-force generator,"The utility model relates to a generation device field, in particular to a floating-plate-type wind power generation device which consists of a floating plate (1), a fixed frame (2), a wind power generator (3), a mooring rope (4), an anchor (5) and an electric cable. The utility model has simple structure, is convenient to be used, reasonably utilizes the principle of the wind power generation, saves a plurality of energy resources, meanwhile prevents the increasing deterioration of the global environment caused by excessive consumption of the energy resources and has good practicability.",2006,F03D  13/25; F03D   9/25; Y02E  10/727
8545634,CN200620059900U,Welding type airscrew,"The utility model relates to a welded propeller, comprising a hub and a blade, the blade arranged on the hub is composed of more than two steel plates, which is provided with a plurality of weld access holes, the steel plates are fixedly connected by soldering. Adopting the structure, the manufacturing technology is greatly simplified since the blade is welded by a plurality of steel plates, and the connection between the steel plates is firm and durable since the plates are connected by a solder of the weld access hole.",2006,Y02P  70/523; B63H   1/14; F03D   3/06; Y02E  10/74
8566693,CN200620085904U,Ocean comprehesvie energy generating equipment,"The utility model discloses an ocean comprehensive energy electricity generating equipment, which comprises a wind energy collecting equipment, an ocean current energy collecting device, a. All energy collecting devices are transmitted to the spindle by a transmission cable driven by one-way transmission drive sprocket wheel, the spindle is connected with the electricity generating equipment. The utility model is characterized in that the wind energy collecting equipment, the ocean current energy collecting device, the tidal energy collecting device, and the ocean wave energy collecting device are all arranged on platform frame construction above the sea; the platform frame construction above the sea is a platform immerged in seawater, the platform is formed by a plurality of floating bodies fix-connected by a crossbeam and fixed in certain height under the sea level by seabed expansion bolts, anchors, heavy objects; frame structure extending above sea level is arranged on the platform; the tidal energy collecting device, and the ocean wave energy collecting device, are on the frame structure, and are floating on sea level cylindrical floats that can be rotated, upper and lower moved, wave resisting boards are arranged on the floats, and can effectively collect the tidal energy, the wave fluctuation energy, and the translation energy.",2006,F03G   7/00; Y02E  10/72; F03D   9/25; F03B  13/00
8567896,CN200620087314U,Wind energy and fluid energy collecting device,"The utility model provides a collecting equipment of the wind energy and the liquid energy; the invention is characterized in that: the collecting equipment of the wind energy and the liquid energy is all provided with a maritime flat roof frame structure; for the wind energy collecting equipment, the upper part of a pillar which is fixed on the frame structure is provided with a plurality of pairs of the rotatable vanes; a plurality of holes are provided on the vane; a wind blocking plate whose movable area is larger than the area of the hole is provided on the hole; for the liquid energy collecting equipment, the middle part of the pillar which is fixed on the frame structure is provided with a float bucket which is rotatable and can float upwards and downwards; a plurality of pairs of the flow blocking plates are provided on the float bucket; the upper and lower two ends of the float bucket are provided with a square-shaped plate which is wrapped on a T-shaped center-hollowed cylinder; the square-shaped plate is connected with a drive cable; the drive cable is connected with a drive wheel on the turning shaft via a crown block which is provided on the beam of the frame structure and at the position which is corresponded to the upper and lower two ends of the float bucket; a drive wheel is provided on the pillar between the wind energy collecting equipment and the liquid energy collecting equipment; the pillar is also connected with the drive wheel on the turning shaft via the drive cable; the lower part of the pillar is provided with a rotatable cylinder; a plurality of pairs of the flow blocking plates are provided on the cylinder.",2006,F03D   9/32; Y02E  10/727; F03B  13/12; F03D  13/25; F03G   7/00; Y02B  10/30
8583946,CN200620107384U,Wind-power boosting box,"A wind power speed increasing box comprises a box body, an input shaft and an output shaft which are arranged in the box body, and a central planetary gear system, wherein the central planetary gear system consists of a first-grade planetary mechanism constituted by a large planetary frame, a planetary gear and a large sun gear connecting with the input shaft and a second-grade planetary mechanism constituted by a small planetary frame, a small planetary gear and a small sun gear connecting with the output shaft; the input shaft and the large planetary frame are of an integral structure and supported by a single-row complement roller bearing and a self-aligning roller bearing; the large sun gear is a floating element and connects with the small planetary frame of the second-grade planetary mechanism; both the small planetary frame and the small sun gear of the second-grade planetary mechanism are floating elements, the small planetary gear is supported by a self-aligning roller bearing, the small sun gear couples via a spline with the output shaft; the output end cap of the output shaft adopts fuel slinger structure. The utility model has rational and compact structure, and compared with simple products of the same power, has advantages of small size, light weight as well as clear and elegant general shape profile.",2006,F16H   1/46; F16H   3/44
8599249,CN200620127039U,"Wind, optical and electric intelligent power supply controller","The utility model relates to an intelligent wind and solar power supply controller, which belongs to the electrical technical field. The utility model improves the circuit structure of the controller, via connecting relays to the output ends of a light control circuit, a voltage relative circuit and a timing circuit; the utility model realizes the efficiency that can control the big current and have no pressure drop; a solar energy battery is connected at the input end of the light control circuit; when the solar energy circuit generates electricity with the light, the light control circuit does not work; when the solar energy circuit generates electricity without the light, the light control circuit works, and the light control is reliable, and the control circuit of a wind powered generator is connected to the charging return circuit of a storage battery, so as to realize the complimentary between the solar power and the wind power, and increase the generated energy to adapt to the lamp house electrical apparatus with higher brightness and greater power. The utility model is also provided with a float charging circuit, a brightness testing switch and a lightning strike proofing circuit, therefore the utility model can replace the existing controller, and is suitable for all lamps with regeneration energy, in particular to the sodium lamp with great power and the halide lamp.",2006,H02J   7/35
8634083,CN200680006426,Support for elevated mass,"A support (4) for an elevated mass (6, 8) , comprising at least three extended, mutually trussless supporting columns (14, 14', 14'', 14''') , and where the longitudinal axes of the supporting columns (14, 14', 14'', 14''') meet near the centre of gravity (20) of the elevated mass (6, 8) .",2006,F03D  11/04; E02B  17/0004; E02B  17/027; E02D  27/42; F05B2250/311; E02B  17/00; E02D; E04H2012/006; Y02E  10/727; Y10S 416/06; E02B  17/02; E02B2017/0091; F05B2240/95; F03D  13/25
8646436,CN200680020095,Anchoring arrangement for floating wind turbine installations,"The anchoring device for a floating wind turbine installation, such wind turbine installation comprising a floating cell (7), a tower (8) arranged over the floating cell, a generator (9) mounted on the tower which is rotatable in relation to wind direction and fitted with a wind rotor (10), and an anchor line arrangement (6) connected to anchors or anchoring points on the sea bed. The individual anchor lines (11) are each, at a certain distance from the floating cell (7) at a fixing point (5) on the individual anchor line, connected with double lines (2, 3) slanting outwards and connected to the floating cell (7) in a delta-shaped arrangement.",2006,B63B2035/446; F03D  11/04; B63B  21/50; B63B2035/442; F03D  13/25; B63B; F05B2240/93; F03D  13/22; Y02E  10/727
8650508,CN200680025091,Floating wind turbine installation,"A method for coordinating a floating wind turbine installation. The wind turbine installation comprises a buoyant body (1), a tower (2) arranged over the buoyant body, a generator (3) mounted on the tower which is rotatable in relation to the wind direction and fitted with a wind rotor (4), and an anchor line arrangement (5) connected to anchors or anchor points on the sea bed. Static heeling, s-max, at full wind load on the wind turbine is as low as possible, but preferably less than 8 degrees, and all eigenperiods for the installation are outside the waves' period range. The eigenperiod in pitch, T05 (roll, T04), is preferably less than 80 % of the T03 eigenperiod in heave. Moreover, the ratio between T03 and T05 is not close to 0.5 or 1.",2006,B63B2035/446; E02B2017/0091; B63B   1/048; B63B  21/50; F03D  13/25; B63B; E02B2017/0095; B63B2001/044; Y02E  10/727; F03D   1/00; F05B2240/93
8650776,CN200680025461,Power control of a wind park,"The invention relates to a method for controlling a wind power plant (1) or a wind park. A power control module (55) for the power output into a power grid is, according to the method, supplemented with an additional power device (6). This additional power device is operated in such a manner that, according to the voltage in the grid (9), a current reserve is established and is applied in the form of a correction value to the power control module (55). The invention makes use of the fact that components used for transmitting are, in their nominal output, designed for the worst instance of a low grid voltage. The power reserves arising from grid voltages above a tolerance value can, according to the invention, be used for transmission. This makes it possible to achieve a considerable increase in the transmission output without additional constructional effort. The invention also relates to wind power plant or wind park operated according to the method.",2006,H02J   3/1885; H02P   9/04; Y02E  10/723; Y02E  10/763; H02J   3/386; Y10T 307/522; F03D   9/00; F03D   9/255; H02J   3/38; Y02E  40/32; F03D   7/028; F03D   7/0284; F03D   9/257; F05B2240/96; F03D   7/04; H02J   3/16; Y02E  10/563; F05B2240/95; H02J   3/383; Y02E  40/34
8659601,CN200710011575,Perpendicular wing tip whiff sea wave tide wind power combined generation set,"A vertical wing tip air injection waves tide wind-driven generator includes tower and wind-driven generator unit installed on it. The tower is equipped with base shell under itself, its bottom surface is equipped with left and right lock valve mouth and its inside is equipped with float connecting with piston, the cylinder of air compressor matched with piston is nested on the base shell, the tower is combined with wind transmitting-back pipelines which are connected with change-over valve and air compressor cylinder jacket, the change-over valve is connected with wind-backing and wind inlet cavity, the wind-backing and wind inlet cavity are connected with the air injection machine installed on the blades in wind-driven generator unit. The wind-driven generator unit can generate using original wind energy, and also can generate using the energy in marine, it overcomes the shortcomings of only generating by using wind energy in prior technologies, the wind energy and the marine energy are complementary each other, the generator unit can work continuously can generates leaning on the marine energy; it has the advantages of simple integral structure, safety, reliability, high efficiency and low manufacturing cost.",2007,Y02P  70/523; F03B  13/12; Y02E  10/72; F03D   9/25
8685320,CN200710057665,Semisubmersible pneumatic multifunctional water pumping device,"This invention relates to a semi-submersible and wind power multi-functional aerator. It is composed of: a torpedo shaped shell at its very bottom, above which fixed are several columns with streamline sections arranged in two lines, on the tops of said columns fixed is a sealed float tank, on the top and along the circumference of the tank fixed are two lines (or two) float bowl structures, a tower frame is fixed on said structures. A wind power wheel set is placed on the tower frame. Due to the work of the aerator, the contacting surface of air and water is increased, so increasing the dissolved oxygen in the water, improving evaporation and exchanging, improving water quality. This inventive aerator is suitable for culturing aquatic livings to achieve high economic benefit.",2007,F05B2240/931; Y02A  40/826; A01K  61/60; Y02P  60/64; Y02W  10/33; F03D   9/00; F03D   9/008; Y02E  10/72; Y02W  10/15; C02F   7/00
8689076,CN200710066187,Ultra-low speed breeze-driven generator device,"The invention relates to a super low speed light wind generator device. In the invention a vane prop (3) is arranged on an enclosure body of the generator (2); a silicon steel flake (8) groove in the generator (2) is of a slant groove which has a slant angle Alpha of 9-15 degrees; the vane prop (3) is directly arranged on an outward rotating enclosure (9) of an outward rotating-type electric engine, which greatly reduces the weight of the outward rotating enclosure (9) and rotating torque of the wind machine; also the straight groove structure of the silicon steel flake (8) positioned in the generator is changed into a slant groove structure and within the slant angle of 9-15 degrees, in particular of 12 slant degrees can lead the generator to a best effect. The invention has the remarkable advantages of good rotating efficiency, high voltage, effectively reducing the load of the generator and rotating ratio and ensuring rated generating capacity in breezy condition.",2007,F03D   3/06; H02K   5/02; Y02E  10/74; H02K   7/18; H02K   1/16; F03D   9/25
8715801,CN200710113210,Oar-changing speed-regulating device for wind-driven generator,"The invention relates to a wind-driven generator, in particular to a paddle-changing speed control device for the wind-driven generator, comprising a generator casing, a main shaft arranged in the generator casing, a paddle arranged at the top of the main shaft, bearings are arranged between the two ends of the main shaft and the casing, a rotor is fixedly arranged in the middle of the main shaft, a stator is fixedly arranged on the inner wall of the casing around the rotor. The invention is characterized in that: the main shaft is a hollow shaft, a wheel hub is fixedly connected with the front end outside the casing, at least two bearing brackets with equal angle are fixed on the wheel hub, a blade shank is arranged in the bearing bracket and the blade is fixedly arranged on the top of the blade shank; a pushrod which can slide is arranged in the hollow cavity of the main shaft, the front end of the pushrod extends out of the main shaft and a pushrod tray is fixed through a bearing, the pushrod tray is connected with the blade shank through an crank arm; the rear end of the pushrod extends out of the casing and is sleeved with a compression spring, each of the two ends of the compression spring is provided with a spring seat, one spring seat is fixedly connected with a pushrod and another spring seat is fixedly connected with the extension end of the main shaft; the end of the push rod is connected with a connecting rod for a wind board which is articulated with an anchor point fixedly connected with the casing, a wind board is fixed on the top of the connecting rod for the wind board. The wind-driven generator paddle-changing speed control device can be adjusted according to the actual requirement, has simple structure and can fully rely on the natural wind force without any additional power source.",2007,Y02E  10/723; F03D   7/04
8842462,CN200810005044,Universal sail multilevel wind velocity self-adapting upright shaft aerogenerator system,"The invention relates to a universal sail multi-step wind speed self-adaptive vertical shaft wind-power generator system, mainly consisting of a tower frame, an industrial personal computer PLC, a power transmission controller, a generator set, a generator set installation base and a wind meter sensor; wherein, the tower frame is fixed on a tower foundation by anchor bolts and connected with the generator set installation base; the tower frame is provided with a stabilizer ring; the industrial personal computer PLC is connected with the generator set and the wind meter sensor through a power transmission control cable; the power transmission controller is connected with the generator set through the power transmission cable; the generator set consists of a stator, a rotor and a speed increasing box; the generator set is fixed on the generator set installation base through a flange; the invention is characterized in that the generator set is a vertical generator set; the mainshaft of the speed increasing box is provided with a squirrel-cage-shaped sail frame and a multi-step sail; the squirrel-cage-shaped sail frame is provided with at least two main sails, two auxiliary sails and two breeze sails with different areas respectively; each step sail is connected with each other through a sail shaft. The invention can convert the wind energy into the power energy with high efficiency.",2008,F03D   9/25; H01T  19/04; F03D   7/06; F03D  13/20; F03D   3/06; Y02E  10/74
8887242,CS19930002571,PROCESS AND APPARATUS FOR OBTAINING USEFUL ENERGY FROM PARALLEL FLOW,"Za?ÌzenÌ m· proudov˝ modul (1) k tvorb? potenci·lnÌho vÌru, opat?en˝ nejmÈn? jednÌm vtokov˝m otvorem (28) a nejmÈn? jednÌm v˝tokov˝m otvorem (10) a d·le m· turbÌnu (14), uspo?·danou ve sm?ru p?sobenÌ potenci·lnÌho vÌru. Proudov˝ modul obsahuje vn?jöÌ dutÈ t?leso (3) vytvo?enÈ z velkÈho po?tu klapek (4) a oboustrann? p?ekrytÈ deskami (11, 12), p?i?emû v jednÈ desceje vytvo?en v˝tokov˝ otvor (10) a d·le vnit?nÌ dutÈ t?leso (9) uspo?·danÈ soust?edn? vzhledem k vn?jöÌmu dutÈmu t?lesu (3). P?i zp?sobu dynamick˝ tlak p?sobÌcÌ na vn?jöÌ dutÈ t?leso (3) otev?e ?·st pohybliv˝ch klapek (4) a zav?e ostatnÌ, ?Ìmû je vyvol·no rota?nÌ proud?nÌ. Rota?nÌ proud?nÌ je tangenci·lnÌm p?Ìtokem do vnit?nÌho dutÈho t?lesa (9) d·le urychlov·no a vytv·?Ì öroubovitÈ proud?nÌ, kterÈ je podtlakem na v˝tokovÈm otvoru (10) sm?rov·no ven a kterÈ je po pr?chodu v˝tokov˝m otvorem (10) p?em?n?no p?sobenÌm st?ihov˝ch sil paralelnÌho proud?nÌ na potenci·lnÌ vÌr. Ve vn?jöÌm dutÈm t?lese (3) je uspo?·d?",1992,F03D   3/04; Y10S 415/907; F03D   1/04; F05B2240/132; Y02E  10/74; F03D   3/0409
9041829,CZ20010003057,Device for generating power from a fluid flow,"In the present invention, there is disclosed a device for generating power from a fluid flow, particularly from air or water flow. The device being formed by means that are immersed in the fluid flow, vibrated by the flow and carried by a base structure with possibility to move with respect to this structure, and further by means serving for conversion of oscillatory motion to a usable power, is characterized in that said vibrated means are formed by a rod (5) anchored in a base (4) that is coupled with the base structure (1) by hinges ensuring permanently a substantially vertical position of the rod (5).",2001,F03D   5/06; Y02E  10/70
9176547,DD19780209207,MEHRSTUFIGES PLANETENGETRIEBE,NULL,1978,B63H  23/02; F16H2057/02078; F03D  15/00; F16H  57/02; Y02E  10/722; F16H  57/025; F16H2057/0213; F03D  15/10; F16H   1/46; F16H  57/021
9208918,DD19820244672,WINDKRAFTANLAGE,NULL,1982,B63B2035/446; F03D   9/00; B63B  35/44; E02B2017/0091; F05B2240/95; F03D   3/00
9390774,WO2000DE00180,ROTATING ELECTRIC MACHINE COMPRISING A ROTOR THAT IS EXCITED BY PERMANENT MAGNETS,"The invention relates to a rotating electric machine comprising a rotor that is excited by permanent magnets in which the tubular, good heat conducting support body of the stator forms a thermal bridge to a cooling medium. In order to be able to effectively cool the end windings of the stator windings, a thermal bridge which completely occupies the space between the end windings and the support body of the stator is also allocated to each end winding. This thermal bridge is solid and is comprised of a solid material ring which is connected to the support body of the stator in a non-positive manner, and of a cast resin body which is poured into said solid material ring. This cast resin body comprises a thermal conductivity of greater than 1.6 W/m DEG K and, to this end, contains a powdery, good heat conducting filling material provided in a quantity ranging from 50 to 90 wt. %, preferably an aluminum nitride coated with silicon dioxide.",2000,H02K   3/505; Y02E  10/726; H02K   3/44; H02K   7/18; F03D   9/00; H02K   9/22; H02K  21/14; B63H   5/125; H02K   5/04; F03D  11/00; H02K   3/50; H02K  15/12; H02K2203/09; B63H2005/1258; H02K  21/22
9396597,WO2001DE00378,FUEL CELL BLOCK COMPRISING A CONDENSED WATER SEPARATOR WHICH IS CONNECTED TO AN OPERATING GAS DELIVERY LINE,"Bei Brennstoffzellen (14,22,42), die mit befeuchteten Betriebsgasen (4,53) betrieben werden, kondensiert Kondenswasser (6,25,54) w‰hrend der Strˆmung des Betriebsgases (4,53) vom Befeuchter (3) zum Brennstoffzellenblock (1,21,41) aus. Dieses Kondenswasser (6,25,54) l‰uft in die Brennstoffzellen (22,42) und beeintr‰chtigen deren Funktion. Es wird ein Brennstoffzellenblock (1,21,41) angegeben, der einen an die Betriebs-gaszuleitung (2,23,51) angeschlossenen Kondenswasserabscheider (6,25,43) aufweist, durch den das Einstrˆmen des Kondenswassers (6,25,54) in die Brennstoffzellen (22,42) vermieden wird.",2001,B63B  35/44; F03D   3/00; H02K   7/18; B63B  22/00; H01M   8/04119; F03B  13/22; H01M   8/10; F03D   9/00; H01M   8/04; H01M   8/02; H01M   8/24; F03D   9/02; H02K   7/1823; H01M   8/2465; Y02E  10/38
9403286,WO2002DE02336,"SUPPORT STRUCTURE FOR SEA-TECHNOLOGY, IN PARTICULAR FOR AN OFFSHORE WIND ENERGY INSTALLATION AND A METHOD FOR PRODUCING A SUPPORT STRUCTURE OF THIS TYPE","The invention relates to a support structure for sea-technology, in particular for an offshore wind energy installation. Said structure comprises a tower and a foundation located below the tower and connected thereto. The tower is configured, at least in a section lying above and adjoining the foundation, from several statically co-operating supports (3, 4, 5) and struts (7, 8, 9), which together form a slender framework that permits the passage of water and air. The foundation is a single monopole (1), embedded in the sea bed, comprising a closed lateral outer casing, which transfers pitching moments of the support structure into the sea bed by means of a lateral bedding. The width of the lower section of the framework is less than four times the diameter of the monopole.",2002,E02B  17/0004; E02B2017/0091; E04H  12/20; F05B2240/95; Y02E  10/727; F03D   1/00; Y02B  10/30; F05B2260/96; E02B2017/0065; F03D  13/22
10193689,DE19752558422,Fibre reinforced high speed flywheel - has hollow cylindrical main body with conical transitional portions carrying bearings,"The flywheel energy storage consists of a main body with a flywheel roller of fibre-reinforced synthetic. The main body (12) is formed as a thin-walled hollow cylinder (14) with a relationship of at least one between length and dia. Conical transition parts (15) with bearing trunnions (16) are positioned on the hollow cylinder. The flywheel roller (13) consits of synthetic-impregnated fibres rolled onto the main body, with corresponding expansion co-efficients. The flywheel roller dia. is 1, 5-2 that of the hollow cylinder. The main body consists of titanium and the flywheel roller of resin-impregnated carbon fibre.",1975,F05B2240/96; F03D   9/12; Y02E  10/72; F03D   9/008; H02K   7/02; H02K   7/025; F05B2240/95; F03D   9/00; F05B2240/40; Y02E  60/16
10216907,DE19762617023,"Storage of energy derived from sun, wind and waves - using windmills and solar cells mounted on ships stationed in tropics with energy stored in flywheels","Large ships (2) stationed in the tropics are used to exploit natural energy sources. The decks of these ships are provided with pylons (5) with rotatable nacelles (6) which allow the propellers (7) to face the wind. The energy so derived is then stored in high speed flywheels (13) mounted in magnetic bearings (10, 11). The flywheels (13) are in the form of hollow cylinders with a ratio of outside to inside diameters of 1.5 and are made of carbon fibre embedded in high strength synthetic resin and wound on conical formers. Solar cells are mounted on the deck and produce electrical energy which powers motors which drive the flywheels. Energy may also be generated from the waves and from the difference in temperature of the sea at different depths.",1976,F05B2240/96; F05B2240/40; F03D   9/12; E02B2017/0091; F03D   9/008; F05B2210/16; F05B2240/95; H02K   7/02; Y02E  60/16; F03D   9/00; Y02E  10/72
10309111,DE19772741893,Blade for wind turbine generator - has profiled tooth with air slots to give flow with high aerodynamic efficiency,The turbine has an impeller mounted on a horizontal shaft with a number of blades projecting radially from it. Each blade has a thick hub. In front of the hub it tapers rapidly to a point and behind the hub it is profiled to reduce to a point at a greater distance from the hub. The underside of the hub is rounded and the upper side forms a cusp. A guide projects above the main part of the blade in front of the hub. It forms a passage between it and the blade with an opening at the cusp of the hub.,1977,B63H   9/061; F03D   3/06; F03D   7/0252; Y02E  10/74; B63H   9/06; Y02E  10/721; F03D   3/068; F03D   7/02; F05B2260/72; F03D   1/06; F03D   1/0608
10376799,DE19782843675,Pumped storage electricity generating system - has large container submerged in reservoir to avoid use of two reservoirs,A large container is placed at the bottom of a reservoir. It has an inlet controlled by a valve through which water flows from the reservoir into the container. This flow drives a turbine just inside the container. A pump takes water out of the container through a suction pipe and returns it to the reservoir outside the container. The pump can be driven by off peak electricity while the valve is shut so that the container is emptied for generation to take place by gravity flow during the peak period. Alternatively the pump can be driven by a wind impeller while the turbine is running.,1978,Y02E  60/17; Y02E  10/725; F03B  17/02; Y02E  10/22; F03B  13/06; E02B2017/0091; F03D   9/14; F03D   9/25; F05B2240/95; Y02E  10/20
10555848,DE19813123287,KOMPAKT-WINDANTRIEB BZW. WINDZUSATZANTRIEB FUER SCHIFFE MITTELS ROTOR UND ZUGEORDNETEM PROFILSEGEL,NULL,1981,B63H   9/06; F03D   3/00; B63H   9/061; Y02T  70/58; F05B2240/201; Y02E  10/74; B63H   9/02; F03D   3/007
10626611,DE19823224976,Wind-energy converter in the offshore sector,"Wind-energy converters which are used in the offshore sector and which are mounted on a floating platform. The platform is equipped with more than one wind-energy converter and is designed so that the converters can be towed into a repair yard in port for repair, maintenance, etc. The platform is accordingly of modular construction, the individual modules being exchangeable, and for the wind-energy converters there are respective platform segments which are also interchangeable. Both vertical and horizontal converters can be employed. <IMAGE>",1982,E02B2017/0091; F05B2240/95; F05B2240/214; F03D  13/25; F05B2240/93; Y02E  10/727
10635089,DE19823234170,Wind power installation (system) having at least one vane which can rotate about an axis of rotation,"The invention relates to a wind power installation having at least one vane which can rotate about an axis of rotation. The axis (5) of rotation of the rotor (1) is arranged aligned obliquely relative to the horizontal (7), while the hub (8) is connected to a support piece (12) for the purpose of receiving the vane foot (9) together with associated energy-transfer means. The axis (5) of rotation is preferably arranged at an angle ( alpha ) of approx. 45 DEG to 55 DEG relative to the horizontal. Each vane (3) of the rotor (1) is aligned at an angle ss of approx. 45 DEG to approx. 55 DEG relative to the axis (5) of rotation. The rotor can consist of a working vane (3) and a support vane with a counterweight. <IMAGE>",1982,B63H  13/00; F05B2260/74; F03D   7/02; F03D   9/25; F03D  13/20; F03D  13/25; F05B2260/79; Y10S 416/08; F03D   3/00; F03D   7/0224; F03D   9/32; Y02T  70/58; F05B2240/93; F03D   1/00; F03D   9/00; F03D   9/28; F03D  11/04; F03D  80/70; Y02E  10/723; Y02E  60/17; F03D; F03D   9/008; F03D   9/14; Y02E  10/721; F05B2220/62; Y02A  20/141; Y02E  10/727
10760346,DE19843418691,Hollow body made of thin metal sheet and a method and apparatus for its production by blow forming,"In order to design a hollow body with an outer skin which is, in general terms, three-dimensionally curved so that the hollow body can be produced from a relatively thin metal sheet and has internal reinforcement, the outer skin consists of at least two metal sheets (13, 14; 15, 16) bonded together adhesively, the adhesive bonds b concerned being in the form of islands and being arranged in such a way that the unbonded surface has a grid shape and at least the inner sheet (14, 15) forms a reinforcing grid corresponding to the grid shape and having channels (21, 22). Production is effected by blow forming by means of pressurised fluids, during which process the channels are also formed. The mould 2, 4 concerned consists of a mouldable material such as gypsum, concrete or casting resin. The invention can be used to advantage in particular for prototypes and small batches. <IMAGE>",1984,B64C   3/24; B21D  15/10; B63B  35/79; Y02E  10/721; B21D  26/02; B21D  26/059; B63B  32/50; B21D  26/021
10786659,DE19843448228,Collapsible hull,"The collapsible hull is designed according to the invention in such a way that a stable weather-protection device on land can be formed from it exceptionally quickly by stabilising it in a perpendicular position. To this end, a pivotable plate arranged at the stern is designed as a base plate, providing with holding pins, for holding the hull in the vertical position. To increase the stability, two inclined struts are linked to a pivot on the underside of the hull. The base plate has apertures for mounting a rudder.",1984,B63B   7/06; B63H  21/17; B63J2003/046; B63B  34/00; B63B  35/73; B60F   3/0069; B60F   3/00; F03D   9/00; Y02T  70/70
10839516,DE19853525060,"Motor sailer with an automatic sail and heeling system, in particular for self-sufficient removal of propulsion and supply energy from wind and sun power","Apart from the sail hydraulic system characterised under P 3502670 as well as the wind-power and sun-power conversion, in each case self-propulsion on land (also resulting from this in terms of energy) of a single-hull or multi-hull boat can be realised. Provided for this purpose are, inter alia, the hydraulic cylinders with their piston rods, which hydraulic cylinders are installed on either side in each case in the bow and stern part of the hull in the cylinder tubes. The respectively paired piston rods are given their transverse connection in the tunnel arch by means of the hydraulic blades fastened to them at a handy angle, the skids mounted in front always compensating for a stroke/sliding movement in the respective operating state. The strengthening ring connecting the auxiliary hulls is provided to reduce the heeling angle. The single-arm or double-arm pivot mountings supporting a sail mast roll on the strengthening ring. The double-arm pivot mounting has the second arm of telescopic design, which accommodates an appropriate counterweight displaceable against the slanting position of the sail and boat.",1985,B63H  21/17; B63B  43/06; B63C  13/00
10947341,DE19863686445T,EINRICHTUNG ZUR VERRINGERUNG DES LUFTWIDERSTANDES.,NULL,1986,B05D   5/02; Y10T 428/2813; Y10T 428/31786; A41D2400/24; B05D   3/067; B29C  59/022; B62D  35/00; B64C2230/26; F15D   1/004; B05D   1/42; B29C  59/02; Y02E  10/72; Y10T 428/2457; F15D   1/10; Y02T  50/166; Y10T 428/24322; B63B   1/32; B64C  21/10; B63B   1/34; F15D   1/12; Y10T 428/24612
10972666,DE19873724701,"Screw (propeller) for gaseous or liquid media, especially an airscrew","A screw is proposed for gaseous or liquid media, especially an airscrew, having at least one vane, which has two individual vane blades extending at a radial distance from the centre of rotation, which vane blades form a gap between them. The first vane blade extends over approximately 30% to 70% of the vane radius. In this radial region, on the vane area which is covered by the first vane blade, the vane has an approximately corrresponding cutout. The free profile edge of the first vane blade is matched essentially without any step to the course of the profile edge of the second vane blade and the remaining part of the vane, this profile edge running such that it is curved approximately in the shape of a sabre. Two-stage acceleration with significantly higher thrust values and a higher performance coefficient is achieved, with low costs, weight and axial dimensions. The noise emission levels are considerably reduced.",1987,B63H   1/26; F05B2240/301; F03D   1/06; F03D   1/0633; Y02E  10/721; B64C  11/16; F05B2260/96
11030090,DE19883803570,Floating structure for wave protection and wave-energy conversion,"Floating structure for use in the offshore area with a combined application as wave protection for floating wind-energy converters positioned on the lee side and for utilising the wave energy for power generation. The structure is composed of a plurality of modules according to the size of the wind-energy converter units to be protected and is anchored on the windward side of the wind-energy converters. For the utilisation of the wave energy, the principle of a narrowing wave channel is used in which the kinetic energy of the deep-water wave is converted into potential energy. This action is intensified by a rising channel base as well as by reflection effects at the end of the closed channel. The floating wave-energy converter can be set to the respective prevailing wave conditions by flooding and pumping out, as a result of which effective utilisation of the annual supply of wave energy at its respective position is achieved. The structure is set up at suitable places at the coast and is subsequently also maintained/overhauled there in order to then be towed in a floating manner to its place of use in the coastal offshore area and anchored there.",1988,F03B  13/14; Y02E  10/38; B63B2035/4466; F03B  13/144; E02B   3/06; E02B2017/0091; F05B2240/95; Y02E  10/725; E02B   3/062; F03D   9/00; Y02A  10/15; B63B  35/44; F03D   9/008
11148760,DE19904002972,"Tragfl¸gel mit ver‰nderbarem Profil, insbesondere zur Verwendung als Segel",NULL,1990,Y02E  10/721; B63H   9/061; B63H   9/06
11190259,DE19914114520,Aerodynamic gliding parachute with flexible outer skin - has leading edge slit as incision in outer skin with tow ends and middle part,"The parachute has a flexible skin (12), which forms a lift surface starting from the impingement or leading edge, and has behind the edge a transverse slit to eject air to the rear over the lift surface. The slit (20) is formed by an incision in the skin and has two ends and a middle part behind at least one slit end in the flow direction (A) so that the whole slit forms an automatic flap. Pref. slit is round or ellipitical, and the flap deflects inwards into the body of the lift surface to admit air to it. The skin material is reinforced at the slit ends. ADVANTAGE - Improved utilisation of air flow energy, reduced flow resistance, and inenhanced upthrust.",1991,Y02E  10/721; B63H   9/06; B63H   9/0615; B64D  17/02; B64D  17/025
11195104,DE19914120908,Wind energy extraction aerofoil - has trough-shaped front sheet and flatter rear sheet leading into trough at front end,"The aerofoil has at least two coupled sections of differing dynamic functionality, the one supporting the other in order to convert a wind flow into useful energy.Flows from each direction of a horizontal plane are converted into a circulatory flow of at least 270 deg. around the vertical axis of the individual foil sections. Flow from behind rather than from the sides circulates in the trough formation producing a drive force, whilst a flow from the sheet-section passes straight through. On the other hand, when the flow is more from the sides forwards at least 45 deg. right and left of the functional direction of the flow receptor, this leads to a typical lifting airflow. USE/ADVANTAGE - To maximise the use of wind energy in various applications.",1991,F03D   1/0641; F05B2240/301; F03D   3/06; B63B  15/00; B63H   9/00; F03D   1/06; Y02E  10/721; B64C2003/146; B64C   3/14; B64C  11/16; F03D   3/061; Y02E  10/74
11494633,DE19800032886U,"SCHAUFELBLATT FUER VERDRAENGUNGS-, GEBLAESE-, PUMPEN- UND AEHNLICHE ANLAGEN",NULL,1980,B63H   1/26; B64C  11/18; F04D  29/68; F03D   1/06; Y02E  10/721
11542868,DE19840038376U,NULL,NULL,1984,F03D   9/00; B63B2035/4453; H02S  10/12; B63H  21/17; B63B2035/446; B63H2021/171; Y02T  70/5245; F03D  13/25; Y02E  10/727; B63B  35/44; B63H  21/12; F03D   9/007
11673623,DE19930016009U,Oberfl‰che eines fluidumstrˆmten Kˆrpers,NULL,1993,B63B   1/36; F05B2240/32; F05B2250/611; F05D2240/301; F15D   1/12; F05D2240/31; Y02E  10/721; F01D   5/145; F05D2250/611; B64C2230/28; F01D  25/00; F04D  29/681; Y02T  50/166; B63H   1/28; F04D  29/68; B64C  21/10; F04D  29/688; F05B2240/301; Y02T  50/673; B64C2230/26; F01D   5/14; F03D   1/0608; Y02T  70/121
11698925,WO1995DE00542,SAIL FOR WIND-POWERED CONVEYANCES,The invention is intended to provide a highly aerodynamically effective sail. Sails with laths to stabilise the shape and highly aerodynamically effective split sails are known. The invention combines the advantages of both designs by providing a split sail consisting of a foresail and a mainsail with a foresail consisting of segments and with sail laths in the region of the gaps between the foresail components. The novel sail is intended especially for surfboards.,1995,B63H   8/00; B63H   9/061; B63B  35/79; B63H   9/06
11714464,WO1999DE03944,DEVICE FOR PREVENTING PENETRATION OF CORROSIVE SALT PARTICLES IN AN OFFSHORE WIND ENERGY FACILITY,"The invention relates to a device for preventing the penetration of corrosive salt particles into the generator and transmission room of an offshore wind energy facility, comprising an air pressure generating device that generates pressurized air and is mounted at least in a substantially closed part of the generator and transmission room and a filter device mounted upstream of the generator and transmission room in the direction of flow for separating humidity and salt particles from the air that is to be introduced into said room by the air pressure generating device.",1999,B01D  45/06; B01D  45/12; B01D  46/00; F03D  13/25; Y02E  10/727; E02B2017/0091; F05B2240/95; B01D  45/04; B01D  45/16; F03D  80/00; Y10S 415/908
11714465,WO1999DE03945,METHOD FOR LAYING ELECTRICAL CABLES FROM A FIRST OFFSHORE WIND POWER PLANT TO A SECOND OFFSHORE WIND POWER PLANT,"The invention relates to a method for laying electrical cables from a first offshore wind power plant (10) to aecond offshore wind power plant (20). Said method comprises the following steps: placing the cable to be laid (14) in the tower or the foundation component (16) of the first offshore wind power plant (10) before said plant is erected, erection of the first offshore wind power plant (10), taking a tow line (22) from one wind power plant (10, 20) to the other wind power plant (20, 10) and drawing the leading end of the cable (14) from the first wind power plant (10) to the second wind power plant (20) while releasing the cable (14) from the tower or the foundation component (16) of the first wind power plant (10).",1999,E02B2017/0091; F05B2240/93; H02G   1/10; H02G   9/02; F05B2240/95; E02B2017/0039; F03D   9/25; F03D   9/257; H02G   1/08; F03D  13/25; E02B2017/0043; Y02E  10/727; E02B2017/0095
11892553,DE1920C029143D,"Gehaeuse fuer Schaufelraeder von Schiffsantrieben, Turbinen u. dgl.",NULL,1920,B63H   1/04; B63H   5/02; F03D   3/02; F03D   3/0445; F05B2210/16; F03D   3/04; B64C  39/003; B64C  39/00; Y02E  10/74; F03D   3/0472
12333248,DE1968L058885,Verfahren und Vorrichtung zur Energieumwandlung in fliessfaehigen Medien(Fluiden),NULL,1968,B64C  33/00; F03D   5/00; F03D   5/005; F04D  33/00; B63H   1/36; Y02E  10/70
12924371,DE20001013442,Offshore wind turbine power plant has container housing electrical operating component positioned at side of machine housing provided with helicopter landing platform,"The power plant (10) has a tower (12) supporting a relatively rotatable machine housing (14), provided with a wind turbine rotor which rotates about a horizontal axis and a helicopter landing platform (28). The electrical operating components of the power plant, e.g. the switchgear and transformer, are housed in a container (32) mounted at the side of the machine housing.",2000,B64F   1/36; E02B2017/0091; F05B2240/95; F05B2240/142; E02B  17/0034; F03D   1/00; F03D  80/50; F05B2240/14; Y02E  10/727; F03D  13/25
12926535,DE20001016259,Kompakte millimeterwellentechnische Einrichtung zum Enteisen und/oder Vorbeugeneiner Vereisung,"The invention relates to a millimeter wave technical de-icing system, which monochromatically radiates in a range of >/= 20 GHz and which is suited for de-icing and/or preventing the formation of ice on the outer surface of hollow or shell structures which are exposed to meteorological influences and which are comprised of fiber reinforced material such as glass fiber-reinforced plastic (GFP) and carbon fiber-reinforced plastic (CFP). According to the invention, the system has a compact design and is directly accommodated in such structures/chambers. A sufficient thermal output is brought to the structure surface by volumetric heating. The covering of the outer surface of the structure ensures millimeter wave impermeability. There are no problems with regard to dimensional stability since, for efficiency reasons, the delamination temperature is remained far below of.",2000,H05B2214/02; F02C   7/047; Y02T  50/672; B64D  15/12; H05B   6/80; Y02E  10/721; B63B  59/00; F03D   1/06
12926536,DE20001016261,Kompakte mikrowellentechnische Einrichtung zum Enteisen oder Vorbeugen einer Vereisung,"The invention relates to a microwave deicing system that gives off a monochromatic radiation in the 900 MHz to 20 GHz range and that is useful for deicing and/or preventing the icing of the outer surface of hollow or shell structures consisting of fiber composite materials such as glass-fiber reinforced plastic and carbon-fiber reinforced plastic, said outer surface being subject to meteorological influences. The system has a compact design and is mounted directly in such structures/chambers. The volumetric heating allows for the transport of sufficient thermal output to the surface of the structure and the casing renders the outer surface of the structure sufficiently impermeable to the microwaves. Since the efficiency of the inventive structure remains substantially below the delamination temperature, there are no problems with regard to the dimensional stability of the structure.",2000,H05B   6/80; Y02E  10/721; B63B  19/00; H05B   6/64; H05B   6/70; F03D  80/40; B64D  15/12; H05B   6/66; H05B   6/68; H05B2214/02
12930217,DE20001021163,Wasserfahrzeug zum Versorgen einer Offshore-Windenergieanlage,"The invention relates to a watercraft for providing maintenance to a wind energy facility, which is characterized by a stabilization device consisting of a plurality of support columns (36) placed in the hull (32) of the craft in such a way that they can be lowered, lift tanks (34) provided in the support columns (36) and a device for pumping out or flooding the lift tanks (34).",2000,B63B  21/50; B63B  35/44; B63B2221/24; E02B2017/0091; Y02E  10/72; F03D   1/00; F03D  80/50; F05B2240/95; B63B  27/16; B63B  35/00; E02B  17/0034; E02B  17/02; E02B  17/021; E02B2017/0047; E02B2017/0056
12945107,DE20001040837,Mantelpropeller,"Mantelpropeller zum Fˆrdern von Gasen und Fl¸ssigkeiten, zum Antrieb von Land-, Luft- und Wasserfahrzeugen und im Umkehrbetrieb als Windgenerator. Um eine Drehachse sind schraubenfˆrmig blattfˆrmige Fˆrderbl‰tter angeordnet, von denen je zwei aufeinander folgende Fˆrderbl‰tter mit einem Mantelteil verbunden sind, der Mantelteil zwischen dem radial ‰ufleren Abstrˆmende des einen Fˆrderblattes und dem radial inneren Bereich, dem Nabenbereich, des nachfolgenden Fˆrderblatts angeordnet ist.",2000,F04D  29/325; B01F   7/00; B63H   1/14; B01F   7/00341; Y02P  70/32; B01F  15/00; F03D   1/0608; F04D  29/38; Y02E  10/721; B64C  11/18; F04D  29/32
12957220,DE20001056857,"Buoy to support unit in sea with stable anchorage; has float, holding points fixed to unit, anchorage points secured in sea bed and connection units, which are tensioned by buoyancy forces of float","The buoy has at least one float, holding points fixed to the unit, anchorage points secured in the sea bed and connection units to connect the holding and anchorage points, which are tensioned by the buoyancy forces of the float. The connection units do not yield to the forces acting on them, so that the forces through the resulting motion are not decreased against the forces acting on the connection units.",2000,F05B2240/95; B63B  21/50; B63B  22/00; B63B2035/446; B63B  22/04; F03D  13/22; F05B2240/93; F03D  13/25; Y02E  10/727; E02B2017/0091; F03D   1/00; F03D  11/04
12969058,DE20011003894,"Combined wave- and wind-power generator station, weight and buoyancy of float can be varied by amount of water fill","A combined, compact wind- and wave-power station in which outer parts, such as float and power transmission rods, are installed outside a tubular tower, and separated from the interior sensitive parts, axial piston motor, generator and hydraulic system. Force transmission rods (3) are mounted outside and inside the concrete tubular tower, and by making the force transmission rods from outside to inside, lie above the highest water level, sealing problems are avoided.",2001,F03D   9/00; F03B  13/187; Y02E  10/38; F05B2240/95; F05B2240/912; F03B  13/18; F03B  13/20
12970795,DE20011006208,Windenergieanlage,"The invention relates to a wind energy plant with a tower and a rotor arranged on the tower with at least one individual adjustable rotor blade, with a device for determining the direction of the wind and a device for determining the azimuth position. The aim of the invention is to develop a wind energy plant as above, such as to extend the life of the azimuth drive and/or to permit the use of a smaller and thus more manageable azimuth drive. Wind energy plant with a tower and a rotor arranged on the tower with at least one individual adjustable rotor blade, with a device for determining the direction of the wind and a device for determining the azimuth position, characterised by a control of the rotor blade adjustment depending upon a difference between the determined wind direction and the determined azimuth position.",2001,F03D   7/04; F05B2240/93; F03D   7/02; F03D  13/25; F05B2270/20; Y02E  10/721; F03D   7/0224; F05B2270/326; F05B2270/321; Y02E  10/723; Y02E  10/725; F03D   1/06; F03D   7/0204; Y02E  10/727
12979958,DE20011018407,"Floating vane wind power system has vane guided in at least two guides on each side, especially slide rails, mechanism containing control rods movable up/down via elevator horn","The system has a light construction vane optimized for low wind speeds and connected via a tube and flywheel to e.g. a generator or watering pump, a mechanism for automatically moving the vane up and down on guides, a rotatable frame for vane rotation about the vertical and side fins for turning it in the wind. There are at least two guides per side, especially slide rails. The mechanism has control rods movable up and down via an elevator horn. The system has a light construction vane (1) movable up and down, optimized for low wind speeds and connected via a connecting tube and flywheel to a generator, a watering pump or other load. There are a mechanism for automatic movement of the vane up and down on guides, a rotatable frame for vane rotation about the vertical and lateral fins for turning the vane in the wind. The vane is guided in at least two guides on each side, especially slide rails (6), and the mechanism contains control rods (8) movable up and down via an elevator (10) horn (9).",2001,F05B2240/40; Y02E  60/16; Y02P  80/158; Y02E  10/70; Y02E  10/72; F03D   9/12; F03D   5/06
13014351,DE20011063538,Vorrichtung und Verfahren zum Transport und zur Errichtung von Offshore-Windenergieanlagen,"Es wird ein System zum Transport und zur seeseitigen Errichtung von landseitig zumindest im wesentlichen komplettierten Offshore-Windenergieanlagen beschrieben, das sich kennzeichnet durch DOLLAR A - wenigstens einen landseitig verfahrbaren Montagewagen mit einer Tr‰ger- und Hubvorrichtung f¸r eine auf dem Montagewagen aufzubauende oder auf den Montagewagen zu ¸bernehmende Offshore-Windenergieanlage, DOLLAR A - einen nach Art einer hˆhenverstellbaren Hubplattform aufgebauten Schwimmkˆrper zur Aufnahmne und zum seeseitigen Transport wenigstens einer auf einem Montagewagen gehalterten Offshore-Windenergieanlage, DOLLAR A - zumindest einer auf der Hubplattform vorgesehenen Park- und Fixierposition f¸r einen eine Offshore-Windenergieanlage tragenden Montagewagen, der kranlos zusammen mit der Offshore-Windenergieanlage ¸ber eine zwischen Land- und Hubplattform positionierbare ‹berfahrhilfe auf die Hubplattform verfahrbar ist, DOLLAR A - sowie ein der jeweiligen Offshore-Windenergieanlage zugeordnetes, seeseitiges Arbeitsfundament zur Aufnahme der von der Hubplattform mittels des Montagewagens kranlos ¸berf¸hrbaren und mittels der Hubvorrichtung auf das Arbeitsfundament absenkbaren Offshore-Windenergieanlage.",2001,F03D  13/40; Y02P  70/523; F03D   1/00; F05B2230/6102; F05B2240/95; B63B  35/003; E02B2017/0091; Y02E  10/727
13014811,DE20011064128,Salvage process for ship involves tugboat or vehicle pulling cable past windmill tower in contact with it,The salvage process involves connecting the ship (3) to a tugboat (or vehicle) (1) by a cable (2) or chain. The tugboat pulls the cable past a windmill tower (4) or other fixed object in such a way that the cable hits the tower when the towed ship is in a position in which there is roughly a right angle between its direction of motion and the line connecting it to the windmill.,2001,E02B  17/0017; B63C   7/00; B63B  21/48; E02B  17/00
13022103,DE20021005988,Windenergieanlage,"Die Erfindung betrifft eine Windenergieanlage bzw. die Errichtung einer solchen Windenergieanlage, insbesondere im Off-shore-Bereich. Bei der bisher bekannten Errichtung von Windenergieanlagen wird zun‰chst ein Turm der Windenergieanlage gefertigt, wobei dieser Turm durch einen Stahlturm, Betonturm oder auch einen Gittermastturm gebildet wird. Nach Errichtung des Turms wird auf der Turmspitze ein Maschinenhaus errichtet und dieses Maschinenhaus umfasst dann die gesamte Gondel nebst Generator, Rotor und weiterer Teile. Ein solches Maschinenhaus mit daran befestigten Rotorbl‰ttern und einen damit verbundenen Generator wird nachfolgend als Rotoreinheit bezeichnet. DOLLAR A Es ist Aufgabe der vorliegenden Erfindung, technische Maflnahmen vorzuschlagen, mittels denen die Errichtung von Off-shore-Windenergieanlagen nahezu bei jedem Wetter mˆglich ist, auch dann, wenn geringer oder mittlerer Wellengang vorhanden ist. DOLLAR A Windenergieanlage mit einem Turm, der einen drehbar gelagerten Tr‰ger aufnimmt, wobei der Tr‰ger seinerseits wenigstens einen, vorzugsweise mehrere Rotoren aufnimmt, die in einer Ebene versetzt zum Turm liegen und der Tr‰ger so zu positionieren ist, dass der Mittelpunkt der Rotoren unterhalb der Turmspitze liegt.",2002,F03D   1/00; F03D   1/02; Y02E  10/727; F03D  11/04; F03D  80/50; F03D  13/20; F03D  13/25; F03D  80/70; Y02P  70/523; E02B2017/0091; F05B2240/95
13037633,DE20021026713,Windkraftanlage,"Die Erfindung betrifft eine Windkraftanlage mit mindestens einem Rotor (1), wobei der Rotor (1) mindestens ein Rotorblatt (2), vzw. mehrere Rotorbl‰tter (2), aufweist, wobei das Rotorblatt (2) mit einer Rotorwelle (3) wirksam verbunden ist, wobei das Rotorblatt (2) um eine im Wesentlichen radial ausgerichtete Verstellachse (4) drehbar ist und wobei zur Einstellung des Rotorblattes (2) mindestens eine Verstell-Einrichtung (5) vorgesehen ist. DOLLAR A Montage- und Arbeitsaufwand sowie die Kosten sind dadurch verringert, dassdie Verstell-Einrichtung (5) mindestens eine mit einer Steuerscheibe (8) zusammenwirkende Kurvenscheibe (9) aufweist und die Kurvenscheibe (9) derart angeordnet ist, dass die Drehachse der Kurvenscheibe (9) mit der Verstellachse (4) zusammenf‰llt.",2002,F05B2260/75; B63H   1/06; F03D   7/02; Y02E  10/723; F03D   7/0224; F03D   7/041; F05B2260/77; Y02E  10/721
13042528,DE20021033167,Offshore-Windenergieanlage,"Offshore-Windenergieanlage mit einem Rotor mit im wesentlichen horizontaler Achse, einer diesen tragenden Gondel, einem die Gondel um eine vertikale Achse drehbar tragenden Turm (10) und einer den Turm (10) tragenden, in den Meeresboden (12) eingebrachten oder auf diesem ruhenden Gr¸ndung (14), die mit einer Einrichtung zum Erkennen eines sich n‰hernden Schiffs (16) und mit Mitteln zum Stillsetzen des Rotors und Verdrehen der den Rotor tragenden Gondel in die dem sich n‰hernden Schiff abgewandten Seite des Turms (10) versehen ist.",2002,F05B2240/95; F03D  13/25; F03D   1/00; Y02E  10/727; F03D  11/04; F03D  80/50
13047184,DE20021039278,Gr¸ndung f¸r Wasserbauwerke,"Die Erfindung betrifft ein Verfahren zur Herstellung einer Gr¸ndung f¸r Wasserbauwerke, insbesondere einer Offshore-Gr¸ndung f¸r eine Windkraftanlage, welches folgende Schritte umfasst: Absenken wenigstens eines vorgefertigten Senkkastens auf den Untergrund des Gew‰ssers; wobei der wenigstens eine Senkkasten einen vertikal verlaufenden Schaft mit einem Kanal aufweist oder ein solcher Schaft nach dem Absenken oder w‰hrend des Absenkens auf dem wenigstens einen Senkkasten hergestellt wird; Bohren eines Ankerlochs durch den Kanal des Schafts und den Senkkasten in den Untergrund; Einbau wenigstens eines Ankerzuggliedes in den Untergrund, den Senkkasten und den Kanal des Schafts; Vorspannen des wenigstens einen Ankerzuggliedes gegen¸ber einem Widerlager im oder am oberen Ende des Schafts. DOLLAR A Des Weiteren betrifft die Erfindung eine Plattform mit derart hergestellten Gr¸ndungselementen.",2002,E02D  27/52; F03D  13/22; Y02E  10/727; E02D  27/50; E02D  27/42; F03D   1/00; E02B2017/0091; F05B2240/95; Y02P  70/523
13058431,DE20021054100,"Supporting structure for offshore buildings, e.g. wind power station, consists of tower that is narrowed to main support in area of greatest wave force and uses vertical bars for better transmission of forces","The supporting structure consists of a pipe shaped tower (1,2), which is narrowed to a main support (3) in the area of the greatest wave force using an eccentric transmission piece (4,5). Vertical bars (6,7) with a small diameter are used for a better transmission of moments or vertical forces affecting the structure. The construction is reduced to a pipe again further to the ocean bottom.",2002,F05B2240/95; E02B  17/0004; Y02E  10/727; F03D   1/00; E02B  17/00; F03D  13/10; Y02B  10/30
13068591,DE20031002219,Wave and noise damping system for post standing in body of water has hose or air cushion surrounding post holding large number of small air-filled cells,The post (1) may be used as a foundation for an offshore wind turbine for generating electrical power. It stands in a body of water (2) with its lower end rooted in the bottom and its upper end projecting above the surface. The upper end may be enlarged. There is a hose or air cushion (3) surrounding the post and holding large number of small air-filled cells (4).,2003,E04B   1/62; F03D  13/22; E02B  17/0017; Y02A  10/15; E02B  17/00; F05B2260/96; E02B   1/00; E02D  31/00; G10K  11/00; F05B2240/95; E02D  31/08; E02B   3/06; E02B   3/062; F03D   1/00; Y02E  10/727
13085080,DE20031024228,"Seawater-based, low maintenance dual circuit cooling system for wind power system has electrodes at intervals on open cooling circuit pipeline inner walls connected to high voltage alternating supply ","The system has a heat absorber for the heat generated by electronic and/or mechanical devices and to be carried away and a coupled heat output device (12) for outputting heat to surrounding water (14). The heat absorbing device has a first fluid coolant cooling circuit that transfers heat in a heat exchanger (20) to the output device, which has an open cooling circuit (22) with the surrounding water. The inner walls of the pipelines (30) of the open cooling circuit have electrodes (36a-36f) at intervals connected to a voltage supply for generating a high alternating voltage between at least two electrodes.",2003,F03D   9/00; F03D  80/60; A01M  21/04; Y02E  10/72; F25D   9/00; H05K   7/20; F03D  11/00; F05B2240/95; H05C   1/00
13091139,DE20031032382,"Erection device for a wind energy installation has a mast, a transport platform, a mounting unit, a supporting structure and deflection pulleys","A transport platform (TP) (30) couples to a supporting structure (SS) (32) for a wind energy installation's mast (14). A mounting unit (18,26) on the TP moves the mast from a slanting position into its upright position. The TP has a recess on one end that has an end on the SS to link to the mast when the TP is coupled on. Independent claims are also included for the following: (a) A water vessel/craft for transporting an erection device for a wind energy installation to a supporting structure; (b) and for a method for erecting an off-shore wind energy/power installation.",2003,B63B  35/003; Y02P  70/523; B63B  35/00; F03D  11/00; F03D  13/10; F03D  13/40; F05B2230/6102; Y02E  10/727; F03D   1/00; F03D  11/04; E02B2017/0091; F05B2240/95
13095409,DE20031037997,Anchoring device for off-shore wind-powered energy plant using anchoring lines attached to foundation provided as vertically aligned elongate float body,"The anchoring device (1) has a foundation (3), provided with a support (4) for the wind-powered energy plant, which floats in the water and which is attached to the sea bed via a number of anchoring lines (5), secured to respective anchoring points (6). The foundation is provided by an elongate float body with a mass distribution which ensures its automatic vertical alignment.",2003,B63B  21/50; F05B2240/95; B63B  39/005; B63B   1/04; B63B2021/504; E02B2017/0091; F05B2240/93; F03D  11/00; F03D  13/22; Y02E  10/727; B63B   1/048; B63B  39/00; B63B2035/442; F03D  11/04; F03D  13/25
13099646,DE20031043544,"Geothermal power house plant for yielding electric current and process heat has a high-pressure gas reservoir, a gas compression/usage device and devices for picking up/emitting heat","A support structure (SS) (2) in the sea has a power house plant (1) that has components for using a geothermal area and uses pipe lines (11) to link to high-pressure gas reservoirs (51) among them. Energy converters like wind energy plants (7), sea wave converters (8), sea flow converters (54), etc. integrate directly into the SS to produce current.",2003,F03G   6/065; F05B2210/18; Y02E  60/15; F03G   6/045; F03D   9/02; F03G   6/003; F03G   6/06; Y02E  10/14; F03D  13/25; F03G   4/00; F03G   6/00; Y02E  10/727; F03D   9/17; F03G   6/04; F24T  10/20; F03G   7/05; F24J   3/08; Y02E  10/465; F03D   9/00; Y02E  10/34
13103835,DE20031049109,Gr¸ndung f¸r eine Offshore-Windenergieanlage,"Gr¸ndung f¸r eine Offshore-Windenergieanlage (WEA), mit einem den Turm (5) der WEA mit Gondel (3) und Rotor (1) tragenden Lastverteilungselement (7) und einer Mehrzahl von das Lastverteilungselement (7) tragenden, gegen¸ber der Vertikalen schr‰g nach auflen verlaufenden Gr¸ndungsbeinen (9), bei der die Mittelachsen (M) der Gr¸ndungsbeine (9) die von dem Auflendurchmesser des Turms (5) in der Verbindungsebene (V) des Lastverteilungselements (7) mit dem Turm (5) beschriebene Kreisfl‰che (K) schneiden.",2003,E02B  17/0004; E02D  27/42; F03D   1/00; Y02E  10/727; E02B  17/00; F05B2260/301; E02B  17/0034; E02B2017/0078; E02D  27/425; F03D  13/22; E02B  17/02; E02B2017/0091; F05B2240/95
13379232,DE19951002953,Mechanical energy generator,"River water or seawater (C1) fills a circular cavity within a body (b) rotating about a horizontal axis (A1) coupled to a fixed system of reference (A). Resistance to the rotation is offered by a fixed insert having a smaller cross-section (C2). Additional power is supplied from solar radiation (E), wind (H) or water (D2, D3) and the circulation may be assisted by a vacuum system (G) or a blower (P). The movement may be optimised by fixed or movable paddles (B3-B5) within or outside the body. The system may be mounted on a floating platform.",1995,F03G   3/00; F03B  17/005; F03D   9/00; Y02E  10/46; F03B  17/04; F03B  17/00; F03G   6/00
13467427,DE19971014512,"Floating deep water power station extracts energy from wind, wave, water and solar sources","The deep water esp. floating combined power station and manufacturing facility generates energy from renewable power sources which are stored within the assembly and consumed as required. The power station extracts the power from two or more renewable energy sources in the immediate vicinity of the installation e.g. differential sea water temperature, wave power, wind power or solar power, depending upon the nature of the natural energy resources present. The power extracted is used to drive one or more industrial processes either within or in the immediate vicinity of the installation. A group of such power stations may drive one or more such processes. The power station is either installed on a floating artificial island or a natural island. The floating power station has an anchorage system whose position may be varied around the artificial island, and which may be rapidly raised or lowered. The power station artificial island is mobile either in combination with a tug, or under its own power.",1997,F05B2240/93; H02S  10/12; Y02A  20/134; Y02W  10/37; B63B  35/44; B63B2035/446; C02F   1/44; C02F   1/469; F03G   7/05; F05B2240/95; Y02A  20/141; B63B2035/4466; F05B2240/40; Y02A  20/142; Y02A  40/966; Y02P  80/22; C02F   9/00; F05B2210/16; H01M   8/0656; H02S  10/10; Y02E  10/727; Y02P  70/56; B01D  61/422; F03D   9/00; F03D   9/007; F03D  13/25; Y02P  70/523; Y02W  10/33; B63B2035/4453; F03D   9/25; F05B2210/18; H01M   8/06; Y02A  20/131; B01D  61/025; C02F   1/4693; C02F2103/08; B01D  61/10; B01D  61/58; C02F   1/441; H01L  31/058; Y02A  20/144; Y02E  10/34; Y02E  10/465; Y02E  10/725
13476203,DE19971026408,Working platform for maintenance of wind turbine rotor blades,"The appliance (1) has a platform (10) moving vertically along cables (7) between an anchoring device and a turbine tower. The platform has a cutout section (11). When the platform moves upwards, a rotor blade (2) positioned parallel to the tower in direction of the tower foot, projects into the cutout. The cutout corresponds mainly to the profile of the rotor blade and has a padded edge. The platform has protective railings along its outer edge and along the edge of the cutout.",1997,B66F  11/04; F03D   1/00; F05B2230/60; E04G   3/30; F03D  80/50; Y02E  10/72; E04G   3/243; F05B2230/80; Y02P  70/523; E04G   3/24
13545684,DE19981059628,Prevention of salt ingress in offshore wind turbine generators comprises pressurizing generator housing,Air is drawn from the downwind side into the tower and passed through a pipe (12) into a chamber (14) where most of the moisture is deposited. The air is passed through a filter (16) to a compressor (18) into the generator and gear housing (20). The filter is a vortex chamber in which the remaining moisture is removed by centrifugal action. The air in the housing is passed out through gaps. Pressure sensors in the housing monitor the effectiveness of the operation.,1998,B01D  45/04; B01D  45/16; B01D  45/06; F03D  80/00; Y02E  10/727; B01D  45/12; F03D  13/25; Y10S 415/908; B01D  46/00; E02B2017/0091; F05B2240/95
13546119,DE19981060211,Verfahren zum Verlegen von elektrischen Kabeln von einer ersten Offshore-Windenergieanlage zu einer zweiten Offshore-Windenergieanlage,"Verfahren zum Verlegen von elektrischen Kabeln von einer ersten Offshore-Windenergieanlage (10) zu einer zweiten Offshore-Windenergieanlage (20), mit den Schritten DOLLAR A - Einbringen des zu verlegenden Kabels (14) in den Turm oder das Gr¸ndungsbauteil (16) der ersten Offshore-Windenergieanlage (10) vor deren Errichtung, DOLLAR A - Errichten der ersten Offshore-Windenergieanlage (10), DOLLAR A - Verbringen einer Schleppleine (22) von einer der Windenergieanlagen (10, 20) zu der anderen (20, 10) der Windenergieanlagen und DOLLAR A - Ziehen des f¸hrenden Endes des Kabels (14) von der ersten Windenergieanlage (10) zu der zweiten (20) Windenergieanlage unter Ausfahrenlassen des Kabels (14) aus dem Turm oder dem Gr¸ndungsbauteil (16) der ersten Windenergieanlage (10).",1998,F03D  13/25; F05B2240/93; F05B2240/95; H02G   1/10; E02B2017/0091; E02B2017/0095; F03D   9/25; F03D   9/257; H02G   9/02; H02G   1/08; E02B2017/0039; E02B2017/0043; Y02E  10/727
13546122,DE19981060215,Method of operating offshore wind turbine involves controlling turbine if loads exceed a set value to limit forces on pylon,The method of operating an offshore wind turbine involves determining the wind force operating on the blades (12) and the wave energy level on the pylon (10) to calculate the operating loads. The rotor is controlled when the loads exceed a set value.,1998,F03D   7/043; F05B2240/95; F05B2270/32; Y02E  10/723; F03D   7/0292; F03D   7/04; F05B2270/805
13551536,DE19991002837,Rotierende elektrische Maschine mit permanenterregtem Rotor,"The invention relates to a rotating electric machine comprising a rotor that is excited by permanent magnets in which the tubular, good heat conducting support body of the stator forms a thermal bridge to a cooling medium. In order to be able to effectively cool the end windings of the stator windings, a thermal bridge which completely occupies the space between the end windings and the support body of the stator is also allocated to each end winding. This thermal bridge is solid and is comprised of a solid material ring which is connected to the support body of the stator in a non-positive manner, and of a cast resin body which is poured into said solid material ring. This cast resin body comprises a thermal conductivity of greater than 1.6 W/m DEG K and, to this end, contains a powdery, good heat conducting filling material provided in a quantity ranging from 50 to 90 wt. %, preferably an aluminum nitride coated with silicon dioxide.",1999,B63H   5/125; H02K   3/505; B63H2005/1258; H02K   9/22; Y02E  10/726; F03D   9/00; H02K  21/14; H02K  21/22; F03D  11/00; H02K   3/44; H02K   7/18; H02K   5/04; H02K   3/50; H02K  15/12; H02K2203/09
13585454,DE19991046899,Offshore-Winderenergieanlage,"Offshore-Windkraftanlagen benˆtigen ¸blicherweise einen Landungssteg oder eine Landungsbr¸cke, damit Fahrzeuge, insbesondere Schiffe, einen Versorgungs- und Transportverkehr gew‰hrleisten kˆnnen. Bei kleinen Offshore-Anlagen sind dies ¸blicherweise einfache Stege mit Mˆglichkeiten zum Festmachen von Booten. Bei grˆfleren Offshore-Anlagen, an denen grˆflere Versorgungsschiffe anlanden, sind die Landungsanlagen von aufwendigerer Konstruktion und weisen z. B. Versorgungszwischenlager wie Treibstofftanks und Verladevorrichtungen wie Kr‰ne auf. DOLLAR A Der vorliegenden Erfindung liegt die Aufgabe zugrunde, eine Landungsbr¸cke f¸r Schiffe und f¸r Hubschrauber zu schaffen, die bei einfachem Aufbau an Offshore- und Shore-Anlagen verwendbar ist. DOLLAR A Landungsbr¸cke f¸r eine Offshore-Windkraftanlage, mit DOLLAR A einer Anlegestelle (28) f¸r Schiffe (30), DOLLAR A einem Landeplatz (25) f¸r Hubschrauber (26) und DOLLAR A einer gemeinsamen Wegeanbindung (32) von der Anlegestelle (28) und dem Landeplatz (25) zu der Anlage.",1999,E02D  27/42; F03D  11/04; F05B2230/60; Y02E  10/727; B63B  35/50; F03D  13/25; Y02P  70/523; E01D  15/24; E02B2017/0069; F03D  13/22; E01D  11/02; E02B2017/0091; F05B2240/95; E01D  15/14; B63B  35/44; E02B  17/025; E02B2017/0073; E02D  27/425; F03D  13/10; Y02B  10/30; E02B  17/027; F03D   1/00; B63B  22/02; F03D  13/40; F05B2230/80
13607326,DE20002008482U,Schwimmende Energieanlage f¸r den Offshorebereich zur Gewinnung elektrischer Energie,NULL,2000,B63B2035/4466; F05B2240/40; F03D   9/008; F05B2210/18; F05B2240/93; Y02E  10/726; E02B2017/0091; F05B2240/95; F03D   9/00; F03D  13/25; Y02E  10/727; F03D   1/02
13608580,DE20002010086U,"Schwimmkran, insbesondere f¸r den Transport und die Aufstellung von kompletten Windenergieanlagen im Meer",NULL,2000,B63B  35/44; Y02P  70/523; B63B2035/446; E02B2017/0091; F05B2240/95; B66C  23/52; F05B2230/6102; Y02E  10/727; F03D  13/10; F03D  13/40; F03D   1/00
13620081,DE20012000474U,Ortsfeste Positionierung von Funktionseinheiten auf dem oder im Wasser,NULL,2001,E02B2017/0091; F05B2240/95; F03D   1/00; F03D  13/22; B63B  21/50; F03D  13/20; Y02E  10/727
13620175,DE20012000588U,Off-Shore-Windkraftanlage,NULL,2001,F03D  13/10; E02B2017/0078; E02B2017/0091; F05B2240/95; Y02P  70/523; F04F   5/54; F03D   1/00; E02B2017/0065; F03D  13/22; F05B2230/60; F05B2230/6102; Y02E  10/727; F03D  13/20; F03D  13/40
13622401,DE20012003421U,Off-Shore-Windkraftanlage,NULL,2001,F04F   5/54; B63B  35/44; E02B2017/0091; F03D  13/25; B63B2035/446; F05B2240/95; Y02E  10/727
13627623,DE20012009981U,Gr¸ndung f¸r eine Offshore-Windkraftanlage,NULL,2001,Y02E  10/727; E02B  17/02; Y02B  10/30; F03D  13/20; F03D  13/22; F05B2240/95; E02B  17/025; E02B2017/0091; F03D   1/00
13628775,DE20012011441U,Auftriebskˆrper f¸r schwimmende und halbschwimmende Windparks,NULL,2001,B63B   1/107; B63B  35/44; F05B2240/93; F05B2240/96; B63B   1/10; B63B  22/00; B63B  43/10; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/727; B63B  21/50; F03D  13/25
13641817,DE20022005396U,Windm¸hlen-Helicopter-Landeplatz -WM-Helibase-,NULL,2002,B64F   1/007; F05B2240/95; Y02E  10/726; F03D   1/00; F03D  80/50
13642467,DE20022006234U,Schwimmf‰hige Windkraftanlage,NULL,2002,F03D   3/00; F03D   3/02; F05B2240/214; F05B2240/93; F05B2220/61; Y02A  20/141; Y02E  70/10; F03D   3/005; F03D   9/10; F03D  13/25; Y02E  10/727; Y02E  10/74
13644575,DE20022009000U,Wind power unit for offshore locations has floating wind units which are rotatable about wind unit fixed to sea bed,A wind power unit for offshore locations comprises wind turbines (3) on masts (9) on a platform (5) on floats which can rotate about a usual wind power unit which is fixed (2) to the sea bed.,2002,F03D  13/25; Y02E  10/727; B63B  21/50; E02B2017/0091; F05B2240/95; F03D   1/00; F03D  13/22; F05B2240/93; F03D  13/20; B63B2035/446; F03D  13/10
13645654,DE20022010407U,Vehicle for supplying offshore wind energy systems is pressure-tight underwater vehicle with device for pressure-tight coupling to entrance provided on wind energy system,The vehicle (10) is in the form of a pressure-tight underwater vehicle and is provided with a device for pressure-tight coupling to an entrance (14) provided on the wind energy system (12). The vehicle can be in the form of a submarine with immersion cells. The vehicle can travel on the sea bed. It can be a half-track vehicle or a full-track vehicle and is provided with an emergency exit. An independent claim is also included for the following: (a) an offshore wind energy system with a coupling to an inventive vehicle.,2002,F03D  13/10; B63H  19/08; B63G   8/00; F03D   1/00; F03D  80/50; Y02E  10/727; E02B2017/0091; F05B2240/95; B63G   8/001
13654927,DE20032000590U,Folding ship for transporting and installing marine wind power plants has towers at bows and stern of hulls,"The folding ship has two hulls, which are connected in the stern region by a pivot . A centrifugal pump (4) with a jet (5) rotatable through 360[deg] parallel to the hull skin is fitted in the stern region. There may be a jet pump and a through-run heater at the periphery of the circle of rotation of the jets. Towers (3) are fitted to the hulls in the stern and bows regions.",2003,B63B  35/40; B63C   7/04; B63B  35/00; B63B  35/003
13660884,DE20032008350U,Blade pitch adjustment system for propellers of ships and windmills for generating power has spiral spring loaded by transmitted torque and connected to nut on threaded shaft,The large diameter spiral spring (4) is connected to a drive disk (3) and a disk (5) forming part of the hub (2). The hub contains a lever (10) connected to each propeller blade (1) and there is a slotted tube (17) inside the hub. A housing (13) on the end of the hub contains a flyweight (11) which helps to control the pitch of the blades.,2003,Y02E  10/721; B63H   3/00; F03D   7/0224; B63H   3/008; B64C  11/34; B64C  11/346; F03D   7/02; F05B2240/40; Y02E  10/723
13662218,DE20032010089U,Windenergieanlage,NULL,2003,Y02E  10/727; F05B2240/912; Y10S 415/905; F03D  80/30; F03D  13/25; Y02P  60/64; A01K  61/70; F03D  11/00; F03D  80/00; F05B2240/95; Y02A  40/83
13662913,DE20032010992U,"Foundation for wind energy system has steel, plastic or concrete pipes with circular valves, nozzles in lower parts for compressed air, pressurized water, plastic or metal water/air lines and valves","The foundation consists of steel, plastic or concrete pipes with circular valves and nozzles (2,3,37,38) in their lower parts for compressed air and pressurized water. The foundation has plastic or metal water and air lines (28,29,35,36) and regulated valves in the upper or lower region of the foundation with closing and opening mechanisms and movable or fixed water and air nozzles in various versions.",2003,E02D  27/52; E02D  23/08; F03D   1/00; Y02E  10/727; F03D  13/22; E02D   7/24; F05B2240/95
13664728,DE20032013307U,Rotor with shaft and rotor blades has surfaces at right angles to incoming or outgoing force which are cut at an angle to the shaft,"A rotor with a shaft (10) and rotor blades (12) has blade surfaces at right angles to the incoming or outgoing forces which are cut at an angle to the shaft. Preferably, this angle is 45[deg] and the rotor is a boat propeller.",2003,Y02E  10/721; B63H   1/26; B63H   1/14; F03D   1/06; F03D   1/0608
13668481,DE20032018278U,Dynamo for supplying electric equipment fastened on or integrated in a wheel or rotor generates electric power with a permanent magnet,"A dynamo's coils (3) that produce voltage are fastened or installed on the wheel (1) of a motor vehicle, of a marine screw propeller on a boat, on an aircraft rotor or on a wind power installation. The coils turn directly with these along with a permanent magnet (5).",2003,B63J   3/02; H02K   7/1846; B64C  27/12; B60K  25/08; F16H   1/28; H02K   7/183; H02K  21/24; H02K   7/12; Y02E  10/725; H02K   7/18
13670658,DE20032021053U,Anchoring device for off-shore wind-powered energy plant using anchoring lines attached to foundation provided as vertically aligned elongate float body,"The anchoring device (1) has a foundation (3), provided with a support (4) for the wind-powered energy plant, which floats in the water and which is attached to the sea bed via a number of anchoring lines (5), secured to respective anchoring points (6). The foundation is provided by an elongate float body with a mass distribution which ensures its automatic vertical alignment.",2003,F03D  13/25; B63B  39/06; F03D  11/04; F05B2240/95; B63B   1/048; B63B  21/50; F05B2240/97; B63B  35/4406; B63B2001/044; B63B2039/067; Y02E  10/727; F05B2240/93
13696399,DE19962007129U,R¸ckenwindspoiler f¸r Straflen- und Wasserfahrzeuge,NULL,1996,B60K2016/006; B62D  35/00; B60K  16/00; Y02E  10/725; B63H   9/04; F03D   9/25; F05B2240/941; Y02T  10/90
13707307,DE19962020665U,Maschine zur technischen Nutzung des Magnus-Effektes,NULL,1996,F03D   3/00; F03D   3/007; B63H   1/14; Y02E  10/74
13721210,DE19972013424U,Drehfl¸gel,NULL,1997,F03D   1/06; Y02E  10/721; B63H   1/20; F03D   1/0658
13757702,DE19992008897U,"Schwimmende Windenergieanlage zur Gewinnung, Speicherung und zum Verbrauch elektrischer Energie",NULL,1999,B63B2035/446; B63B  35/44; E02B2017/0091; F05B2240/95; B63B  21/50; F05B2240/93; F03D  13/25; Y02E  10/727
13763444,DE19992016080U,Vorrichtung zur Steigerung des Wirkungsgrades bei Windkraftwerken mit Axialrotoren,NULL,1999,F03D   1/0608; F03D  15/00; F03D  15/05; B63H   1/28; F03D   3/06; Y02E  10/74; Y02E  10/721; F03D   1/06; F03D  80/00
13948438,DE20006009007T,METHODE UND SCHIFF ZUR INSTALLATION VON WINDKRAFTANLAGEN AUF SEE,NULL,2000,F03D  11/04; F05B2230/6102; B63B  27/10; F03D  13/25; Y02E  10/727; Y02P  70/523; E02B2017/0039; F03D   1/06; B63B  35/00; B63B  35/003; B63B2035/446; F03D  13/10; F03D  13/40; Y02E  10/721; B66C  23/52; F05B2240/93; E02B2017/0047; E02D  27/42; F03D   1/00; E02B  17/00; F05B2240/95; B63B  27/04; E02B2017/0091; E02D  27/425
13961299,DE20006016418T,SCHWINGUNGSDƒMPFER F‹R WINDTURBINEN,NULL,2000,Y02E  10/726; F03D   1/06; F03D  80/00; Y02E  10/721; F05B2200/23; F03D   7/04; F05B2240/95; Y10S 416/06; F03D   7/02; F03D  13/20; F05B2260/96; Y10S 416/50
13973343,DE20006023344T,EIN- ODER MEHRBLƒTTRIGER PROPELLERROTOR,NULL,2000,F03B   3/12; F03D   1/06; Y10S 416/02; F04D  25/08; F05B2200/23; Y02E  10/223; F01D   5/14; F01D   5/141; F05D2200/23; Y02E  10/721; F03B   3/121; F04D  29/384; Y02T  50/673; F05B2240/30; B63H   1/26; F03D   1/0608; F04D  19/00; F04D  29/38; B64C  11/18; F05D2240/30
13973850,DE20006023637T,WINDBETRIEBENE GENERATOREN,NULL,2000,F05B2260/4031; F03D   9/25; F03D  15/10; F05B2240/216; F03D  80/70; F03D   7/06; F03D  13/20; Y02E  10/74; F03D   3/005; Y02E  10/727; F03D   3/00; F03D   3/06; F03D  13/25; F05B2240/93
13991863,DE20006034079T,Schwingungsd‰mpfung in Windkraftanlagen,NULL,2000,F05B2200/23; Y02E  10/721; Y02E  10/726; F03D  13/20; F03D   1/06; F03D  80/00; Y10S 416/06; F03D   7/04; F05B2260/96; F05B2240/95; F03D   7/02; Y10S 416/50
13992861,DE20006034647T,Windkraftanlage,NULL,2000,F03D   9/00; F03D  11/04; E02B2017/0091; F05B2240/93; F05B2240/40; F05B2250/11; Y02E  10/727; F05B2240/95; F03D   1/02; F05B2250/12; F03D  13/25
13992945,DE20006034695T,METHODE UND EINRICHTUNG ZUM TRANSPORT UND ZUM AUFBAU EINER WINDENERGIEANLAGE AUF SEE,NULL,2000,F03D  13/10; Y02P  70/523; E02B  17/04; F03D  13/25; F05B2240/93; E02B2017/0091; E02D  27/425; F05B2240/95; B63B  35/003; E02B  17/02; E02D  27/42; F03D   1/00; F03D  13/22; F03D  11/04; F05B2230/6102; Y02E  10/727; E02B2017/0065; F03D  13/40
14010248,DE20016005713T,Verbesserung zum Heckejektorteil einer Gondel mit gemeinsamer Schubd¸se f¸r ein Flugzeugtriebswerk,NULL,2001,Y02T  50/671; B64D  33/04; Y02E  10/721; F02K   1/78; B63H   1/36; B64D  29/00; F02K   1/70
14054298,DE20016031072T,SCHWIMMENDE OFFSHORE-WINDKRAFTANLAGE,NULL,2001,F03D  13/25; Y10S 415/908; F05B2240/93; Y02E  10/727; B63B2035/446; E02B2017/0091; F05B2240/95
14097321,DE20026021802T,SCHWIMMENDE OFFSHORE-WINDKRAFTANLAGE,NULL,2002,B63B   1/107; F03D  11/04; F05B2240/95; Y02E  10/725; B63B  35/44; E02B2017/0091; F03D   7/06; B63B   1/125; Y02E  10/727; B63B  21/50; F03D   9/00; F03D  13/25; F05B2240/40; F03D   7/04; F05B2240/93; B63B2001/128; B63B2035/446
14116149,DE20036005951T,ROTOR EINER WINDENERGIEANLAGE MIT MEHREREN SEPARATEN WINDKANƒLEN,NULL,2003,B63H   1/16; F03D   1/0608; F03D   1/06; F05B2240/33; Y02E  10/721
14133037,DE20036015629T,SCHAUFEL F‹R EINE WINDTURBINE UND VERFAHREN ZUR MONTAGE LAMINIERTER PROFILE F‹R EINE SCHAUFEL,NULL,2003,F03D   1/06; F03D   3/06; F05B2230/60; F05B2280/6003; Y02E  10/721; B63H   1/26; Y02P  70/523; F03D   1/0675
14134162,DE20036016279T,VERFAHREN UND WASSERFAHRZEUG ZUR MANIPULATION EINER OFFSHORE-ANLAGE,NULL,2003,E02B  17/00; Y02P  70/523; B66C  23/52; E02B  17/021; E02B2017/0091; F05B2240/95; F05B2230/6102; Y02E  10/727; B66C  23/185; E02B2017/0047; E02B2017/0056; E02B2017/0082; F03D   1/00; F03D  11/04; F03D  13/10; F03D  13/40
14148351,DE19896003773T,"ROTIERENDE STROEMUNGSMASCHINE, ANWENDBAR ALS PUMPE, VERDICHTER, PROPELLER, GENERATOR ODER ARBEITSTURBINE.",NULL,1989,F05B2250/25; F03B   3/12; F04D   3/00; Y02E  10/223; F04D  29/183; B64C  11/005; F01D   1/00; F04D   1/04; F04D  29/44; B63H   1/14; F04D   1/00; F04D  29/18; F05B2240/243; B64C  11/00; B63H   5/14; F03D   1/06; F03D   1/0608; Y02E  10/721; F05B2250/232
14529667,DE19956020214T,OFFSHORE WIND/WELLEN-ENERGIE-UMFORMER,NULL,1995,F03B  13/144; Y02E  10/725; F03B  13/14; F03D   9/00; F03D   9/008; E02B2017/0091; F05B2240/95; Y02E  10/38
14604463,DE19966027044T,SYSTEM ZUR REGELUNG DES DIFFERENZWINKELS EINER WELLE,NULL,1996,B63H   5/10; F03D   7/04; B64C  11/32; F01L   1/352; F16D   3/10; Y10T  74/1956; F03D   7/0224; F05B2260/4031; F05B2260/40311; F16H  35/18; B23B  31/36; B64C  27/54; F03D  11/02; F03D  15/10; Y10T  74/19084; F16H  35/008; Y10T  74/19093; F03D   7/02; F16H  37/06; Y02E  10/722; B23B  31/28; Y02E  10/723; B64D  31/12; F03D  15/00; F16H  35/00
14615224,DE19966033258T,System zur Regelung des Differenzwinkels einer Welle,NULL,1996,B64D  31/12; F03D  15/00; F03D  15/10; Y10T  74/1956; F03D   7/0224; F05B2260/4031; F05B2260/40311; F16H  35/18; F16H  37/06; Y02E  10/723; B63H   5/10; F16D   3/10; B64C  11/32; F03D   7/04; Y02E  10/722; B23B  31/28; B23B  31/36; B64C  27/54; F01L   1/352; F03D   7/02; F03D  11/02; F16H  35/00; F16H  35/008; Y10T  74/19093; Y10T  74/19084
14739114,DE19986028082T,"REGEN, WIND, WELLEN UND SOLARENERGIE 4 IN 1 STROMGEWINNUNG",NULL,1998,Y02E  10/727; F03B  13/00; F03D   9/00; Y02E  10/725; F03D  13/25; F03D   9/25; F03B  13/12
14787524,DE19996016529T,Verbesserte Fl¸gelanordnung,NULL,1999,F03D   1/0608; Y02E  10/223; F01D   5/141; F03B   1/00; Y02E  10/721; F04D  29/242; F04D  29/30; F03B   1/02; F03B  17/00; F03D   1/06; F05B2250/241; F03D   3/061; F04D  29/384; Y02T  50/673; F03D   3/06; Y02E  10/74; B63H   1/26; F04D  29/24; F04D  29/324; F04D  29/38; F01D   5/14; F04D  29/32; Y02E  10/20
14807165,DE19996027791T,"VERFAHREN ZUR INSTALLATION EINER WINDTURBINE INS MEER, EIN FUNDAMENT F‹R WINDTURBINEN UND DER GEBRAUCH DER FUNDAMENTE",NULL,1999,E02B2017/0039; E02B2017/0082; E02B2017/0091; F03D   1/00; F05B2240/95; F03D  11/04; F05B2230/6102; Y02E  10/727; F03D  13/10; Y02P  70/523; F03D  13/40; B66C  23/52; E02B  17/025; F03D  13/25; B63B  35/003; B66C  23/185; E02B  17/0017; E02B  17/02
14915009,WO2004DE02217,FOUNDATION FOR AN OFFSHORE WIND ENERGY PLANT,"The invention relates to foundation for an offshore wind energy plant (WEA), comprising a load distribution element (7) supporting the tower (5) of the WEA provided with a gondola (3) and a rotor (1) and a plurality of foundation legs (9) which support the load distribution element (7) and which extend in an inclined manner towards the outside in relation to the vertical. The central axes (M) of the foundation legs (9) intersect with the circular surface (K) which is circumscribed by the external diameter of the tower (5) in the joining plane (V) of the load distribution element (7) and said tower (5).",2004,E02B  17/0034; F05B2260/301; Y02E  10/727; E02B  17/0004; E02B2017/0091; E02D  27/425; F05B2240/95; E02B  17/02; E02B2017/0078; E02D  27/42; F03D   1/00; F03D  13/22; E02B  17/00
14939797,DE20041024257,System for transferring heavy loads to and from offshore installation using a floating mat between ship and installation and using winches,"A system for transferring heavy loads to and from offshore installations, e.g. offshore wind farms, has a floating mat (16) to support the loads and position them for winching to and from the installation and to transfer onto ships. A simple mat is provided using a net attached to support buoys and with stabilising ballast weights.",2004,B63B  21/00; B63B  25/00; B63B  22/04; B63B  27/36; B63B  35/00
14948893,DE20041036263,Wind-driven beach carousel has control equipment for driving and controlling transportable and buoyant carousel using solar power,"The carousel comprises of a rotor, an inflatable support structure, a transmission system, carrying and supporting ropes (3,4), a base (1), a carrier structure including a transport system for person on-board the carousel. A control equipment is included for driving and controlling the transportable and buoyant carousel using solar power. The transport system includes buoyant seats (27). Wind energy conversion for driving the carousel is performed by modifying the orientation of the wind drive surface areas of the carousel.",2004,F03D   9/00; F03D   9/007; Y02E  10/721; F03D   9/32; A63G   3/00; F05B2240/312; Y02E  10/727; F05B2240/931; A63G   1/08; F03D  13/25; F05B2240/93; F05B2240/98
14953272,DE20041042066,Foundation platform for offshore wind turbine in sea depths of 30 to 50 metres,An offshore wind turbine tower rests upon a foundation (1) with a regular geometry platform having n corners and consisting of steel tubes (2) rammed into the seabed (20). The base frame platform consists of radial struts (7) of non-slotted profile located below the peaks of the expected maximum wave height but above that of the average sea level. The steel tubes have a rigid join to the radial arms.,2004,E02D  27/42; E02B  17/00; E02D  27/52; F03D  11/04; Y02E  10/727; E02D  27/425; E02B2017/0091; F05B2240/95; F03D  13/22
14969569,DE20041063508,Elektrisches Bauteil mit K¸hlkreislauf f¸r den Unterwasserbetrieb,"Die Erfindung betrifft ein elektrisches Bauteil mit Wicklungsleitern, insbesondere einen Transformator, umfassend einen K¸hlkreislauf mit einer W‰rmetauscheinheit. Erfindungsgem‰fl sind die K¸hlelemente der W‰rmetauscheinheit von einer ersten Fl¸ssigkeit, insbesondere Meerwasser, umstrˆmbar und ermˆglichen so einen effektiven Austausch der w‰hrend des Betriebes des elektrischen Bauteils entstehenden W‰rme. Das erfindungsgem‰fle elektrische Bauteil ist insbesondere f¸r Offshore-Anwendungen konzipiert, wobei das elektrische Bauteil auf unterschiedlichen Ebenen einer Plattform angeordnet ist und somit nur einen geringen Platzbedarf benˆtigt.",2004,F03D  13/10; H05K   7/20; F03D  80/00; Y02E  10/727; F03D  11/04; F03D  80/60; H02B   1/56; F28D   1/02; H01F  27/10; F05B2240/95; H01F  27/12; H02B   7/00
14983794,DE20051018852,Vorrichtung zum Bearbeiten der inneren Oberfl‰che von rohrfˆrmigen Bauteilen,"Die Erfindung betrifft eine Vorrichtung (1) zum Bearbeiten der inneren Oberfl‰che (30) von rohrfˆrmigen Bauteilen (3), insbesondere von Rohrmastsektionen f¸r Windkraftanlagen, wobei die Vorrichtung (1) eine F¸hrungseinrichtung (10) umfaflt, die w‰hrend des Bearbeitens l‰ngs durch das Innere des Bauteils (3) verl‰uft und an der entlang oder mit der mindestens eine Bearbeitungseinheit (2) durch das Bauteil (3) bewegbar ist. Bei bekannten Vorrichtungen ist die F¸hrungseinrichtung eine Lanze, die relativ zum Bauteil in dessen L‰ngsrichtung bewegt wird, wodurch viel Platz benˆtigt wird. DOLLAR A Bei der neuen Vorrichtung (1) ist die F¸hrungseinrichtung (10) durch mindestens ein flexibles, an seinen Ende festlegbares und unter Zugspannung setzbares F¸hrungsmittel (11, 12) gebildet. DOLLAR A Das F¸hrungsmittel (10) benˆtigt in L‰ngsrichtung des Bauteils (3) einen nur geringf¸gig grˆfleren Platz als das Beuteil (3) selbst.",2005,Y02P  70/177; B08B   9/0433; B24C   3/02; Y02E  10/727; B24C   3/325; F05B2240/93; B24C   3/06; F03D  13/20; F03D  13/10
15002415,DE20051043422,"Connecting line operating method for wind energy plant e.g. offshore-wind park, involves synchronously operating connecting line with one of two network zones during high power flow","The method involves operating a connecting line (3) as one of network zones (2, 5) with a frequency during low or absence of power flow. The power flow is carried out between the connecting line and one of the network zones with different frequency by static synchronous compensators (6, 7). The connecting line is synchronously operated with other network zones during high power flow. The connecting line is connected with the network zone (5) with constant frequency. Independent claims are also included for the following: (1) a method of operating a system for production of electrical energy (2) a device for switching of an operating condition of network zones.",2005,H02J   3/34; H02J   3/386; Y02E  10/763; H02J   3/40; Y02E  10/72; Y02E  40/16; H02J   3/16; H02J   3/24; H02J   3/18; F03D   9/257; F05B2240/95; Y02E  40/34
15019605,DE20061002780,"Hydraulic structure producing method for offshore wind energy plant, involves assembling floating molded part in structure body by arranging another part, placing body over water base in floating manner, and repealing floatage of body","The method involves prefabricating a molded part of a form for a hydraulic structure, and letting the prefabricated molded part to float in water. A flowable, hardened material is fed in a preset region of the floating molded part. The floating molded part is assembled in a floatable structure body by arranging another molded part. The structure body is placed in a preset position over a water base in a floating manner, and the floatage of the structure body is repealed.",2006,E02D  23/02; E02D  27/42; F05B2240/97; Y02E  10/727; F05B2240/95; F03D  13/22; E02D  27/425
15034128,DE20061022237,"Construction in body of water on which superstructure is arranged has buoyancy body, supporting platform joined by components that allow translational movement, mechanical traction mechanism for transferring translational displacement","The construction (1) is arranged in a body of water (4), especially in the sea, and has a first buoyancy body (3) arranged under water and anchored to the water bed (5) and a supporting platform (6) on which the superstructure (2) is mounted. The first buoyancy body and the supporting platform are joined at three or more points by components (7,8) that allow translational movement and there is a mechanical traction mechanism (9) for transferring translational displacement.",2006,F03D   9/19; F03D  13/20; Y02E  10/727; F03D   9/17; F03D  13/25; F03D  11/04; Y02E  10/725; Y02E  60/15; B63B  21/50; B63B2035/446; F05B2220/61; B63B  35/44; Y02E  70/10; E02B2017/0091; F03D   9/25; F05B2240/95
15042411,DE20061033215,Vorrichtung zur stabilen Lagerung von Anlagen oder Bauwerken auf See,"Gegenstand der vorliegenden Erfindung ist eine Vorrichtung 1 zum Tragen von vorzugsweise hoch aufragenden Anlagen 2 wie Windkraftanlagen oder Br¸cken auf See, die durch Auftriebskr‰fte in einer aufrechten Position gehalten wird. Sie besteht aus einer Trageinheit 3 zum Tragen der Anlage 2 einer Referenzeinheit 5, die durch den Meeresgrund oder eine k¸nstliche Einheit gebildet werden kann, sowie Verbindungseinrichtungen 4, welche die Bewegungsmˆglichkeiten so einschr‰nken, dass die Vorrichtung noch Ausweichbewegungen gegen¸ber den Wellenbewegungen ausf¸hren kann. Die erfindungsgegenst‰ndliche Konstruktion zeichnet sich dadurch aus, dass die Verbindungseinrichtungen 4 auch Druckbelastungen von der Trageinheit 3 auf die Referenzeinheit 5 ¸bertragen kˆnnen. Ferner werden Varianten vorgestellt, die Torsionsbelastungen ¸bertragen oder die Seitw‰rtsbewegung durch die Wellen in g¸nstiger Weise ausgleichen.",2006,B63B   1/04; B63B2001/044; Y02E  10/727; B63B  21/50; B63B2035/446; B63B  35/44; E01D  19/02; E02B2017/0091; E02D  27/52; B63B   1/107; F03D  13/22; F05B2240/93; E02D  27/42; F03D  11/04; E02B  17/00; B63B  21/502; E01D  15/14; F03D  13/25
15050114,DE20061043470,"Wind farm has turbines arranged in squares, turbines forming square being positioned at different heights above ground in regular pattern and distance along ground between adjacent towers being double difference in height","The wind farm has turbines arranged in squares (1). The turbines (2, 3) forming the square are positioned at different heights above the ground in a regular pattern. The distance along the ground between adjacent towers is double the difference in height.",2006,Y02E  10/727; Y02P  80/22; F03D   1/02; F03D   9/00; F03D  11/04; F03D  13/20; F03D  80/00; F05B2240/96; F03D   9/257; F05B2240/95; F05B2270/20
15050740,DE20061044330,"Drive rotor`s blade for use in underwater power station, has rotor axis pointing in flow direction, where blade is arranged at distance from axis and has circular-disk-shaped base form with outwardly increasing hemispherical projection","The blade (1) has a rotor axis (2) pointing in a flow direction, and an inclined blade surface plane is arranged in the flow direction. The blade is arranged at a distance from the rotor axis and has a circular-disk-shaped base form, which has a outwardly increasing hemispherical projection (5) that comes out from the blade based on the rotation direction of the blade. The circular-disk-shaped base form of the blade is designed as shell, on whose inner surface the flow is directed.",2006,F03B   3/04; F05B2250/232; Y02E  10/721; B63H   1/26; F05B2250/70; F03B   3/121; Y02E  10/223; F03D   1/06; F03B  13/10
15058452,DE20061054666,Schwingungsd‰mpfung einer Windenergieanlage,"Die Erfindung betrifft ein Verfahren zum Betrieb einer Windenergieanlage (1), insbesondere einer in Gew‰ssergrund (14) gegr¸ndeter Windenergieanlage (1), wobei die Windenergieanlage (1) eine Tragstruktur (2, 13) und einen Rotor (4, 5), der an der Tragstruktur (2, 13) angeordnet ist, umfasst, wobei der rotor (4, 5) ein Rotorblatt aufweist (5). Die Erfindung betrifft ferner eine Windenergieanlage (1), insbesondere eine in einem Gew‰ssergrund (14) gegr¸ndete Windenergieanlage (1), mit einer Tragstruktur (2, 13) und einem Rotor (4, 5), der ein Rotorblatt (5) umfasst. Die Erfindung zeichnet sich dadurch aus, dass zur Verringerung der durch mechanische Einwirkungen auf die Tragstruktur (2, 13) erzeugten Schwingungen der Tragstruktur (2, 13) die Windenergieanlage (1) im Trudelbetrieb gef¸hrt wird.",2006,F03D   7/0256; F05B2270/334; Y02E  10/723; F03D   7/02; F03D   7/0276; F03D   7/0296; F03D  13/25; F05B2260/96; Y02E  10/727; E02B2017/0091; F03D   7/0224; F05B2240/95; F05B2270/304
15069560,DE20071007055,Offshore-Tidenstrˆmungsanlage,"Offshore-Tidenstrˆmungsanlage (10) mit einem Schwerkraftfundament (11), auf dem wenigstens eine Wasserturbine (16) angeordnet ist, die mit einem elektrischen Generator gekoppelt, und auf dem eine Turms‰ule (12) f¸r eine Windenergieanlage (1) gelagert ist, dadurch gekennzeichnet, dass auf der Oberseite des tellerfˆrmig ausgebildeten Schwerkraftfundaments (11) neben der zentral angeordneten Turms‰ule (12) wenigstens ein Strˆmungskanal (21, 22) f¸r die Wasserturbine (16) ausgebildet ist, welcher Strˆmungskanal (21, 22) durch wenigstens ein im Auflenbereich des Schwerkraftfundaments (11) angeordnetes vertikales Strˆmungsschild (15) gebildet ist, das sich in einem horizontalen Querschnitt in Strˆmungsrichtung gesehen bis auf Hˆhe der Wasserturbine (16) erweitert und anschlieflend verj¸ngt.",2007,Y02E  10/727; E02B2017/0091; F05B2240/95; E02B  17/00; F03B  13/264; F03D  11/04; F05B2210/18; Y02E  10/28; F03D  13/22; E02B   9/08; F03B  17/061
15073794,DE20071012848,Verfahren zum Reparieren einer Offshore-Windenergieanlage und Wasserfahrzeug zur Durchf¸hrung des Verfahrens,"Verfahren zum Reparieren einer defekten aus einer Nabe, einem oder zwei Rotorbl‰ttern bestehenden Rotor und einem ein Getriebe und einen Generator aufnehmenden Maschinenhaus gebildeten Einheit einer Offshore-Windenergieanlage, gekennzeichnet durch die Schritte ñ Vormontieren einer aus einer Nabe, einem oder zwei Rotorbl‰ttern bestehenden Rotor und einem ein Getriebe und einen Generator aufnehmenden Maschinenhaus gebildeten funktionsf‰higen Einheit (110a) an Land oder auf einer Plattform, ñ Aufbringen der funktionsf‰higen Einheit (110a) auf ein Wasserfahrzeug (10) derart, dass der Schwerpunkt der Einheit (110a) im Bereich der Langsachse des Wasserfahrzeugs (10) liegt und sich die Rotorfl¸gel in L‰ngsrichtung des Wasserfahrzeugs (10) erstrecken, ñ Transportieren der funktionsf‰higen Einheit (110a) zum Standort der defekten Offshore-Windenergieanlage (100), ñ Lˆsen der defekten Einheit (110b) vom Turm (100) der Offshore-Windenergieanlage, ñ Abnehmen der defekten Einheit (110b) vom Turm (100) unter Verwendung eines von dem Wasserfahrzeug (10) mitgef¸hrten Krans (40), ñ Ablegen der defekten Einheit (110b) auf dem Wasserfahrzeug (10), ñ Anheben der funktionsf‰higen Einheit (110a) von dem Wasserfahrzeug (10) unter Verwendung des von dem Wasserfahrzeug mitgef¸hrten Krans (40), ñ Absetzen der funktionsf‰higen Einheit (110a) auf dem Turm (100) der Offshore-Windenergieanlage, und ñ Befestigen der funktionsf‰higen Einheit (110a) auf dem Turm (100) der Offshore-Windenergieanlage.",2007,F03D  11/04; F05B2230/61; F05B2230/6102; Y02E  10/727; F03D  13/10; Y10T  29/49318; B63B  35/44; E02B2017/0091; F05B2240/95; E02B  17/0034; Y02P  70/523; Y10T  29/49316
15101924,DE20042004912U,"Multi functional house, comprises living module mounted on tubular floats via box construction",The living module (1) is supported by at least two tubular floats (2) with caps (3) at either end capable of withstanding pressures of up 20 bar. The module is mounted on the floats via a box construction (4). The house has a pitched roof (18) with solar panels (6) and includes a hitch device (17) so that it can be secured to a boat or dyke. Hydrogen for generating electricity can be stored inside the floats.,2004,B63B2035/4426; B63B  35/44; Y02B  10/30; Y02E  10/727; B63B  35/73; Y02A  30/21
15105151,DE20042009071U,Wind power unit especially for offshore operation has auxiliary generator to supply a user when vane is in rolling position or in emergency,A wind power unit comprises a rotor driving a generator (6) feeding electric energy into the mains. At least one rotor blade (1) in the hub (2) is adjustable on its long axis and drives an auxiliary generator (8) giving electricity for at least one user over a rotational speed range when the blade is in an idling position at right angles to normal operation.,2004,F03D   9/25; F05B2240/40; F03D   9/00; F03D   7/02; Y02E  10/723; Y02E  10/725; F03D   7/0268; F05B2270/107
15108835,DE20042013840U,Wasserfahrzeug mit einem drachenartigen Element,NULL,2004,B63J   3/02; B63H   9/00; B63H   9/069; F03D   9/00
15110325,DE20042015800U,Turning blade rotor for offshore wind and tidal power production has rows of articulated wind catching blades on crankshafts with three separate wind surfaces,"A blade rotor (1) for wind power comprises rows of adjacent articulated blades on central crank shafts forming 4 times the shaft width, with 3 wind surfaces (2,3) and two wind vents. Blades lie on a free shaft and connect through two wheels (5). Generators/motors connect to each shaft and an integrated wind spoiler lies above a tension leg platform. Independent claims are also included for the following: (a) a rotor as above having 4 wheels;and (b) a tension leg platform comprising the above.",2004,F03D   1/06; F03B  17/067; F03D   1/02; F03D   1/04; F03D   3/068; Y02E  10/721; F03D   3/04; Y02E  10/74; F03B  13/264; F03B  17/06; F03D   3/06; Y02E  10/28; F03B  13/26; F03D   3/02
15114113,DE20042020720U,Foundation platform for offshore wind turbine in sea depths of 30 to 50 metres,An offshore wind turbine tower rests upon a foundation (1) with a regular geometry platform having n corners and consisting of steel tubes (2) rammed into the seabed (20). The base frame platform consists of radial struts (7) of non-slotted profile located below the peaks of the expected maximum wave height but above that of the average sea level. The steel tubes have a rigid join to the radial arms.,2004,F05B2240/95; E02B2017/0091; F03D  11/04; E02D  27/425; E02D  27/42; Y02E  10/727; E02D  27/52; F03D  13/22
15117362,DE20052003425U,"Foundation e.g. for offshore wind energy plant has cross tubes, rim tubes and head struts, which are clamped between stop surfaces on base joint elements, head joint elements and shaft foot joint elements","The foundation (100) has joint elements, which are formed of concrete. The cross tubes (12), rim tubes and head struts (14) are formed as centrifugally cast concrete tubes, which are clamped between stop surfaces (10.1,10.3,20.4,22.1) on base joint elements (10), head joint elements (20) and shaft foot joint elements (22). The head struts are clamped by tensioning element between the base joint elements and head joint elements. A centrifugally cast concrete tube, as shaft tube (21), is clamped between head joint elements and shaft foot joint elements by tensioning elements. An independent claim is also included for the tower structure.",2005,E02B  17/00; Y02E  10/727; E02B2017/0091; E02D  27/425; E02D  27/42; F05B2240/95; E02B2017/0065; E04H  12/22; F03D  11/04; F03D  13/22
15118378,DE20052004739U,"Foundation pile, e.g. for offshore wind power system, has pile body that carries essentially radially attached vanes at the level of the higher layers of the ground when the pile body is installed","The device is especially horizontally loaded and consist of an elongated pile body (1), especially a pipe, of especially constant cross-section for driving into and binding in the ground, especially for ground at least occasionally covered by water. The body carries essentially radially attached vanes (22-24) at the level of the higher layers of the ground when the pile body is installed.",2005,E02D  27/52; E02D  27/425; E02D  27/42
15133144,DE20062002444U,"Zero-emission-power plant for combustion of fossil fuel to extract carbon dioxide, has pipeline to transport carbon dioxide into ravine, where carbon dioxide is deposited in specific water depth and power plant is in form of floating island","The plant has circular segment modules, atomic power plant, hotels and holiday residential estates, wind turbines (7), water turbines (8) and photovoltaic plant on roofs and facades of buildings. An anchor system is provided in the middle of the power plant. A pipeline (11) transports carbon dioxide into a ravine, and the carbon dioxide is deposited in water depth of about 3600 meter. The power plant is in the form of a floating island.",2006,F03G   6/00; B63B  38/00; B63B2035/4426; B63B2035/4433; F05B2210/18; F03D  13/25; B63B  35/44; F05B2240/93; F24S  20/70; H02S  10/12; B63B   3/04; F05B2240/40; Y02B  10/20; Y02B  10/30; F03G   6/001; Y02B  10/70; Y02E  10/727; F03D   9/00; F03D  11/04; Y02E  10/46
15133145,DE20062002446U,"House for preventing human being from e.g. heat, has outer shell lifted/detached from foundation mat using screw, pipe arranged adjacent to another pipe and extending over flat roof, where house is connected with mat using pipes and screw","The house has an outer shell made of steel or aluminum and firmly connected with a foundation mat (28). The shell is lifted and/or detached from the mat using a screw. A pipe (27) arranged adjacent to another pipe extends over a flat roof made of aluminum or steel, where the house is connected with the mat using the pipes and the screw. Wind turbines are provided with diffusers and air jet guide positions the turbines optimal to wind.",2006,E04H   5/02; Y02A  50/14; B63B  35/44; E04H   9/00; E04H   9/14; Y02B  10/30; Y02E  10/727
15142578,DE20062014721U,Floating pontoon electricity generating station also incorporates top-mounted solar panels and wind turbines,"A floating river electricity generator consists of a series of floats, boats or catamarans forming a pontoon between two riverbanks. Each unit has a paddle wheel with an inner ring of stainless steel teeth engaging with stainless steel pinion wheels attached to a generator shaft. Further claimed is that the pontoon may also be used as the support base for windmills or solar generator panels.",2006,F03B   7/00; F05B2240/93; F05B2260/4031; F03B  13/264; F03D   9/00; F05B2240/12; F03D  13/25; Y02E  10/727; F05B2220/708; F05B2240/932; F03D  11/04; Y02E  10/725; E02B   9/00; Y02E  10/28; F03B  17/062
15154192,DE20072009754U,Auftriebsgest¸tzte Offshore-Gr¸ndung f¸r Windenergieanlagen und andere Bauwerke,NULL,2007,E01D  15/14; E01D  19/02; F03D  11/04; B63B2035/446; E02D  27/42; F03D  13/22; B63B2001/044; Y02E  10/727; B63B  21/50; B63B  35/44; B63B   1/107; E02D  27/52; F03D  13/25; F05B2240/93; B63B  21/502; B63B   1/04; E02B2017/0091
15186458,DE20046007994T,Windturbine mit einem ‰usseren Schallschutzmantel,NULL,2004,F01D   5/10; F05B2260/96; Y10S 415/909; Y10S 416/06; F03D  80/00; F03D   1/02; F03D  11/00; G10K  11/16; B63H   1/06; F01D   5/26; F03D   9/00; Y02E  10/72
15190324,DE20046012244T,WINDKRAFTWERK,NULL,2004,F03D  13/25; F05B2240/93; Y02E  10/727; F03D  11/04; B63B  35/44; B63B  35/4406; E02B2017/0091; F05B2240/95; Y02B  10/30
15240874,DK19940000766,AnlÊg til indvinding af vind-/b¯lgeenergi p Âbent hav,NULL,1994,F03D   9/008; Y02E  10/38; E02B2017/0091; Y02E  10/725; F05B2240/95; F03B  13/14; F03B  13/144; F03D   9/00
15280669,DK1919PA9801651,"Electromechanical, speed dependent braking device for windmill, comprises two spring loaded, axially movable brake segments mounted on rotor flange","Two brake segments (4, 5) are rotatably mounted on a rotor flange via two axle journals, the flange being mounted on a clamp housing. The brake segments include casing sections for the journals, and a brake covering (10). Roller bearings (13) centrally positioned inside the segments allow movement backwards and forwards in the axial direction. The roller holder part of the bearing is joined via a connector rod to an anchor in a magnet. The braking drum is fixed to the gearbox housing. Springs in between the brake segments are used to press them apart when the windmill is not moving. An axle associated with an electric motor has a hub mounted on it, the hub acting as a holder and being rotatably connected to two centrifugal pivot blocks. A toothed segment in the hub cooperates with a toothed rod, the opposite end of the rod being axially movable into the roller holder.",1998,F03D   7/02; Y02E  10/723; F03D  11/00
15410172,DK19870005035,Device in elements acted upon by a fluid that are arranged on a hub,"A propeller made of reinforced plastic material has a number of reinforcing sections 4, 6, which are arranged so that the direction and/or structure and/or the material of the reinforcement in a section 4 differs from the corresponding reinforcement in a second section 5, 6, but so that the reinforcement in one and the same section in the main runs in the same direction, in addition to which the propeller is also designed so that the change of shape occasioned by loads and stresses means that the pitch is optimized with increasing load. <IMAGE>",1987,B29C  70/06; B64C  11/26; F01D   5/28; F04D  29/18; F04D  29/38; Y02E  10/721; Y02T  50/672; F01D   5/282; B63H   1/26; F03B   3/12; F03D  11/00
15417860,DK19810005273,INDRETNING TIL ANBRINGELSE I ET FLUIDUM I BEVAEGELSE FOR AT FREMBRINGE EN STROEMNINGSDYNAMISK TVAERKRAFT,NULL,1981,B63H   9/02; B64C2230/04; B64C2230/06; F03D   3/00; B64C  21/02; B64C  21/08; Y02E  10/721; B64C2230/22; F03D   3/007; B63H   9/00; B64C  21/06; F05B2240/201; Y02T  50/166; Y02T  70/58; B64C  21/025; F03D   5/00; Y02E  10/74; B63H   9/04; F15D   1/12
15450255,WO2000DK00230,AN OFFSHORE WIND TURBINE WITH LIQUID-COOLING,An offshore wind turbine is disclosed wherein the power transmission in the nacelle is cooled by means of a liquid conducted to the nacelle from the tower on which the nacelle is pivotally arranged around a vertical yawing axis. The liquid transfers heat to the seawater near the turbine which is used as a heat sink of low temperature and enormous heat capacity as compared to traditional air cooling. The liquid is conducted in a closed circuit and the cooling system may comprise more than one cooling circuit. The flow of cooling-liquid may be conducted between the tower and the nacelle through a heat transfer unit having a first part that is stationary with respect to the tower and a second part that is stationary with respect to the nacelle. The parts have at least one annular passageway for a liquid flow defined between abutting surfaces of the parts.,2000,F03D  80/60; F16L  39/04; F03D  15/00; Y02E  10/726; F05B2240/95; Y10S 415/908; F03D  13/25
15450344,WO2000DK00320,DAMPING OF OSCILLATIONS IN WIND TURBINES,"Damping of oscillations of the first bending mode of a wind turbine is performed means of one or more containers partly filled with a liquid for damping oscillations of the first natural bending frequency of the wind turbine. The damping means comprises a plurality of box shaped containers having a square cross section and being partly filled with liquid so as to provide a unidirectional damping with a logarithmic decrement of oscillations of the first natural bending frequency of the wind turbine of at least 4-8%. For off-shore wind turbines, the combined excitation of the wind and sea waves requires more damping, the damping is preferably equivalent to a logarithmic decrement of 10-15%. Furthermore, the invention relates to damping of oscillation of the second bending mode of a wind turbine and to the combined damping of oscillations of the first as well as the second bending mode of the wind turbine.",2000,Y10S 416/06; Y10S 416/50; Y02E  10/721; Y02E  10/726; F05B2200/23; F03D   7/02; F03D  13/20; F05B2260/96; F03D   1/06; F03D  80/00; F03D   7/04; F05B2240/95
15450545,WO2000DK00532,VESSEL,"A vessel (1), preferably a ship, for transport and mounting of structures, said vessel (1) comprising a hull (2) and at least four vertically elevational support legs (9) as well as displacement means for elevating the support legs (9). The support legs (9) are mounted in at least two consoles (5) which by first means are connected to the hull's (2) right and left long side, respectively, and where the vessel (1) also comprises at least one auxiliary structure, preferably a crane (11), for handling and placing the structures below the waterline. The result is a vessel which based on an existing vessel, i.e. complete with all gear, makes it possible to transport windmills and mount these mills on previously built structures on the seabed, and where the windmill erection it self will take place under the same conditions on land, and where the mounting may take place via cargo ships of the self-supplying type. The ship is in other words a unit which can handle of all tasks comprising loading of the mill units, transport of several mill units to the mounting site, including lifting thereof from the cargo ship and lowering thereof to the preinstalled base on the seabed.",2000,B63B  35/003; B66C  23/185; B66C  23/52; B63B  21/50; B63B  35/00; B63B  43/04; B63B  35/44; B63B  27/00
15450942,WO2001DK00205,FLOATING OFFSHORE WIND POWER INSTALLATION,"A maritime energy generating device comprising at least one windmill mounted on a floating foundation, said at least one windmill featuring a machine compartment (4) mounted at the top of a tower (2) and said foundation being fixed to the bottom of a sea or lake by a connection and comprising at least two tanks and at least one unit for shifting liquid between the tanks and the tanks and the surroundings.",2001,Y02E  10/727; F03D  13/25; F05B2240/93; Y10S 415/908; B63B2035/446; E02B2017/0091; F05B2240/95
15452658,WO2003DK00225,A BLADE FOR A WIND TURBINE AND A METHOD OF ASSEMBLING LAMINATED PROFILES FOR A BLADE,"THE INVENTION RELATES TO A BLADE FOR USE ON A WIND TURBINE AND A METHOD OF ASSEMBLING LAMINATED PROFILES (3, 5) FOR A BLADE FOR A WIND TURBINE. THE DEVELOPMENT TOWARDS INCREASINGLY LARGER BLADES REQUIRES, THAT THE TECHNOLOGY OF MANUFACTURE IS REVIEWED AND NOVEL METHODS APPLIED, IN PARTICULAR WITH REGARD TO ASPECTS REGARDING STRENGTH AND WEIGHT. IT IS AN OBJECT OF THE INVENTION TO PROVIDE A BLADE THAT CAN BE MANUFACTURED MORE ACCURATELY AND WITH LARGE UNIFORMITY WITH REGARD TO STRENGTH, FROM BLADE TO BLADE, AND WHICH IS LIGHTER THAN PRIOR ART BLADES. NOVEL ASPECTS OF THE INVENTION REGARDS THAT THE WING COMPRISES A BEAM PART (2) WHICH COMPRISES AT LEAST A FIRST PART (4) AND AT LEAST A SECOND PART (6), SAID FIRST PART (4) COMPRISING AT LEAST ONE BODY PART (12) CONNECTED TO AT LEAST ONE ASSSEMBLY FACE (10) AND TO AT LEAST ONE ABUTMENT FLANGE (14) SAID SECOND PART (6) COMPRISING AT LEAST ONE BODY PART (18) CONNECTED TO AT LEAST ONE ASSEMBLY FACE (16) AND TO AT LEAST ONE ABUTMENT FLANGE (20); WHEREIN THE PARTS (4, 6) ARE ADJUSTED BY USE OF MEANS FOR HEIGHT ADJUSTMENT (8) AND CONNECTED TO EACH OTHER AT THE ASSEMBLY FACES (10, 16); AND WHEREIN THE LAMINATED PROFILES (3, 5) ARE ASSEMBLED AROUND THE BEAM PART (2) AND GLUED AGAINST RESPECTIVE ABUTMENT FLANGES (14, 20). HEREBY IT IS OBTAINED THAT THE HEIGHT OF THE BEAM PART CAN BE ADJUSTED IN ACCORDANCE WITH THE THICKNESS OF THE LAMINATED PROFILES, SUCH THAT THE GLUED JOINT REACHES THE DESIRED THICKNESS. THEREBY AN AMOUNT OF GLUE IS SAVED, SINCE EXTRA DOSAGE IS AVOIDED, WHEREBY THE BLADE BECOMES LESS EXPENSIVE AND LIGHTER.",2003,Y02P  70/523; F05B2280/6003; B63H   1/26; F03D   1/06; F03D   1/0675; F03D   3/06; F05B2230/60; Y02E  10/721
15463328,WO1995DK00267,OFFSHORE WIND-/WAVE-ENERGY CONVERTER,"The invention is a power plant for the exploitation of wind/wave energy on the high seas. The plant consists of a floating, self-adjusting with regards to waves, platform (1) which is anchored with hawsers (6) to a floating anchor pontoon (3), which in its turn is anchored to a swivel link on top of an anchor block (4), placed on the sea floor. The side of the platform which faces the waves is designed as a doubly curved ramp (13), on which waves are led into a shallow basin (14), which has a water level above the mean sea level determined by the surrounding prevailing height of the waves. The sea water is led back into the sea from the basin by way of turbines, which for instance run electrical generators. The platform can be equipped with curved, stiff, and thereby self-stabilising, wave reflectors (2), which deflect and focus the waves towards the ramp (13). The platform's and wave reflector's special design allow a stabile and high exploitation of wave energy for power production. The platform has a sufficiently large stability versus wave movements that it can be equipped with windmills of unusual but nevertheless known design.",1995,F03D   9/008; F03B  13/144; E02B2017/0091; F05B2240/95; Y02E  10/725; F03D   9/00; F03B  13/14; Y02E  10/38
15466864,WO1999DK00094,"METHOD FOR INSTALLATION OF WIND TURBINES AT SEA, FUNDATION FOR WIND TURBINES AND USE OF SUCH FOUNDATION","The invention relates to a method for installation of windmills at sea. The windmills are placed upon beds on the sea bottom, with bed and windmill comprising tower, mill top and rotor assembled in mainly one piece in another location than the final location of the windmill. The invention is characterized in that the bed and the windmill in one piece is shipped by means of a craft and brought to the place for the final location, and that bed and windmill in one piece under application of a crane such as a floating crane is placed on the final location. The invention relates as well to a bed for windmills. The bed comprises a base piece and one on the base piece placed plinth part, upon which the windmill tower may be placed and fastened, so that the base piece of the bed is composed of essentially uniformly formed base piece segments, which together make up the base piece of the bed. Furthermore, the invention relates to an application of such a bed.",1999,B66C  23/52; E02B2017/0039; F05B2230/6102; Y02E  10/727; B66C  23/185; F03D  11/04; F03D  13/25; F03D  13/40; Y02P  70/523; F03D  13/10; B63B  35/003; E02B  17/02; E02B2017/0082; E02B  17/025; F03D   1/00; E02B  17/0017; E02B2017/0091; F05B2240/95
15468003,DK20000105677T,Offshore vindkraftanlÊg,NULL,2000,F03D   1/00; F03D  80/50; F03D  13/25; F05B2230/80; Y02E  10/727; F05B2240/93; F05B2240/14; F05B2240/142; Y02P  70/523
15468727,DK20000125114T,FremgangsmÂde samt fartˆj til installation af vindmˆller til havs,NULL,2000,B63B  27/04; E02B  17/00; E02B2017/0047; E02D  27/42; F03D   1/00; Y02E  10/721; B66C  23/52; E02B2017/0091; E02D  27/425; F05B2240/95; B63B  27/10; F03D  13/25; F05B2240/93; F03D   1/06; B63B2035/446; Y02P  70/523; E02B2017/0039; F03D  11/04; F05B2230/6102; Y02E  10/727; B63B  35/00; B63B  35/003; F03D  13/10; F03D  13/40
15468761,DK20000126420T,Vinddrevet generatoranlÊg,NULL,2000,F03D  13/25; F05B2240/93; F05B2250/11; E02B2017/0091; F05B2240/95; F03D   9/00; F03D  11/04; Y02E  10/727; F03D   1/02; F05B2250/12; F05B2240/40
15470576,DK20000915212T,Vind-drevet generator,NULL,2000,F03D   3/06; F03D  80/70; Y02E  10/727; F03D   3/005; F03D   7/06; F03D   9/25; F05B2240/216; F03D   3/00; F05B2260/4031; F05B2240/93; F03D  13/20; F03D  13/25; F03D  15/10; Y02E  10/74
15470767,DK20000918835T,Offshore vindkraftanlÊg,NULL,2000,F03D  11/04
15470974,DK20000922479T,Offshore-vindmˆlle med vÊskekˆling,NULL,2000,F03D  11/02; F16L  39/04
15471534,DK20000936678T,DÊmpning af oscillationer i vindmˆller,NULL,2000,F03D   7/04; F03D   1/06; F03D   7/02; F03D  80/00; Y10S 416/06; Y10S 416/50; F05B2200/23; Y02E  10/721; F03D  13/20; F05B2260/96; Y02E  10/726; F05B2240/95
15472014,DK20000945889T,Rotor med spaltet rotorblad,NULL,2000,B63H   1/18; F03D   1/0608; F04D  29/242; B63H   3/00; B64C  27/00; B64C  27/467; B64C  11/18; Y02T  50/673; F01D   5/14; F01D   5/141; Y02E  10/721; B63H   1/265; B64C  11/16; B63H   1/26; F03D   1/06; F04D  29/24; F04D  29/38
15472196,DK20000949353T,Landgangsbro,NULL,2000,B63B  35/44; E01D  15/14; E02D  27/425; Y02P  70/523; F05B2230/60; Y02E  10/727; B63B  35/50; F03D  13/22; E01D  15/24; E02B2017/0091; F05B2240/95; E02B  17/025; E01D  11/02; E02B2017/0073; E02D  27/42; F03D   1/00; F03D  11/04; F03D  13/40; Y02B  10/30; E02B  17/027; E02B2017/0069; F03D  13/10; B63B  22/02; F03D  13/25; F05B2230/80
15473410,DK20000972950T,FremgangsmÂde til opstilling og transport af et offshorevindkraftanlÊg til havs,NULL,2000,F03D  13/22; B63B  35/003; E02B  17/02; E02B2017/0091; E02D  27/425; F05B2240/95; E02D  27/42; F03D   1/00; F05B2240/93; E02B2017/0065; F03D  13/10; F03D  13/40; E02B  17/04; F03D  13/25; Y02E  10/727; Y02P  70/523; F05B2230/6102; F03D  11/04
15473600,DK20000977326T,Enkelt- eller flerbladet rotor,NULL,2000,B64C  11/18; F04D  25/08; Y02E  10/223; F04D  29/384; F05D2200/23; B63H   1/26; F03B   3/12; F04D  19/00; F04D  29/38; F05B2200/23; Y10S 416/02; F05B2240/30; F01D   5/14; F03B   3/121; Y02T  50/673; F01D   5/141; F03D   1/06; F03D   1/0608; F05D2240/30; Y02E  10/721
15476821,DK20010915121T,Flydende offshore-vindkraftanlÊg,NULL,2001,Y02E  10/727; F03D  13/25; B63B2035/446; F05B2240/95; E02B2017/0091; F05B2240/93; Y10S 415/908
15478619,DK20010965267T,Vindmˆllepark,NULL,2001,F05B2240/96; F03D   9/25; F03D   9/257; Y02E  10/725; F03D  13/25; F05B2230/80; Y02P  70/523; B61B   7/00; F03D  80/00; H02P   9/00; Y02E  10/727; F03D  80/50; B61B  12/02; F05B2240/95
15479967,DK20020004492T,Off-shore vindkraftanlÊg,NULL,2002,E02D  27/425; Y02P  70/523; E02B  17/00; F03D   1/00; E02B2017/0039; E02B2017/0091; F05B2240/95; E02D  27/42; F03D  13/20; F03D  13/25; B63B  35/003; E02B  17/02; E02D  27/52; F03D  13/10; E02D2250/0053; F03D  13/22; F05B2230/6102; Y02E  10/727
15480688,DK20020026380T,System til transport og opstilling af offshore-vindturbiner,NULL,2002,F03D   1/00; F05B2230/6102; Y02E  10/727; F05B2240/95; F03D  13/40; Y02P  70/523
15481466,DK20020702794T,Flydende offshore-vindkraftanlÊg,NULL,2002,F05B2240/95; F05B2240/40; B63B   1/107; F03D   7/04; F05B2240/93; B63B   1/125; B63B  21/50; B63B  35/44; E02B2017/0091; F03D   7/06; Y02E  10/725; F03D   9/00; F03D  11/04; F03D  13/25; B63B2001/128; B63B2035/446; Y02E  10/727
15481759,DK20020714132T,Azimutkrˆjning af et vindkraftanlÊg,NULL,2002,Y02E  10/727; F03D   7/04; F05B2270/20; F05B2240/93; F05B2270/326; Y02E  10/725; F05B2270/321; Y02E  10/723; F03D   1/06; F03D   7/0224; Y02E  10/721; F03D   7/02; F03D   7/0204; F03D  13/25
15482633,DK20020745153T,"BÊrestruktur for havteknologi, isÊr for en offshore vindenergiinstallation og en fremgangsmÂde til tilvejebringelse af en sÂdan bÊrestruktur",NULL,2002,E04H  12/10; E04H  12/20; F03D  11/04
15486011,DK20030721165T,FremgangsmÂde og fartˆj til at manipulere en offshore konstruktion,NULL,2003,E02B2017/0091; F05B2240/95; F05B2230/6102; B66C  23/52; E02B  17/00; E02B  17/021; E02B2017/0056; F03D  13/10; F03D  13/40; Y02P  70/523; B66C  23/185; E02B2017/0082; F03D   1/00; F03D  11/04; E02B2017/0047; Y02E  10/727
15486223,DK20030730930T,Indretning til en vindkraftstation placeret p dybt vand,NULL,2003,F03D  13/10; E02D  27/42; F03D   1/00; B63B  35/4406; B63B2035/446; E02B2017/0091; E02D  27/425; F05B2240/95; Y02E  10/725; Y02E  10/727; B63B2035/442; F03D   9/00; F03D  13/25; B63B  21/50; B63B  35/44; F03D  13/22; F03D  11/04
15486395,DK20030739475T,Offshore-vindmˆllepark,NULL,2003,F03D   1/00; F03D  80/50; F05B2240/96; Y02E  10/722; Y02E  10/727; F03D  80/00; F03D  13/20; F03D  13/25; Y02E  70/10; F03D   9/11; F03D   9/257; F03D  11/00; H02K   7/18; F03D   1/02; F03D  80/55; F05B2240/95; F03D   9/00; F03D  11/04
15486426,DK20030740502T,Vindmˆllerotor med mange adskilte luftkanaler,NULL,2003,B63H   1/16; F03D   1/0608; F05B2240/33; F03D   1/06; Y02E  10/721
15486549,DK20030746251T,En vinge til en vindmˆlle og en fremgangsmÂde til samling af laminerede profiler til en vinge,NULL,2003,B63H   1/26; F03D   1/0675; F03D   3/06; F05B2280/6003; Y02P  70/523; F05B2230/60; F03D   1/06; Y02E  10/721
15487711,DK20040004172T,Supplerende fremdrivningsenhed omfattende omstyring af fluidstrˆmmen,NULL,2004,F03D   3/00; Y02T  70/58; B63H   9/02
15489057,DK20040730134T,VindkraftvÊrk,NULL,2004,F03D  13/25; F05B2240/93; F03D  11/04; Y02E  10/727; B63B  35/44; B63B  35/4406; E02B2017/0091; F05B2240/95; Y02B  10/30
15489622,DK20040789928T,Offshore-vindenergianlÊg med et fundament,NULL,2004,E02B  17/0004; E02B  17/0034; E02D  27/425; E02B  17/00; E02D  27/42; F03D   1/00; F05B2260/301; Y02E  10/727; E02B  17/02; E02B2017/0078; F03D  13/22; E02B2017/0091; F05B2240/95
15524097,DK19940930958T,Overflade af et legeme omgivet af str¯mmende fluidum,NULL,1994,B64C2230/28; F01D  25/00; F04D  29/681; Y02T  50/166; F05D2240/31; Y02E  10/721; B63H   1/28; F05B2240/301; F01D   5/145; F05B2240/32; F05D2240/301; F15D   1/12; Y02T  70/121; F04D  29/688; F05B2250/611; B64C  21/10; F01D   5/14; F04D  29/68; F05D2250/611; Y02T  50/673; B63B   1/36; B64C2230/26; F03D   1/0608
15551122,DK19990124712T,FremgangsmÂde til styring af et offshore-vindenergianlÊg,NULL,1999,F05B2270/805; Y02E  10/723; F03D   7/043; F03D   7/04; F03D   7/0292; F05B2240/95; F05B2270/32
15552390,DK19990906079T,"FremgangsmÂde til installation af vindmˆller til havs, fundament til vindmˆller samt anvendelse af et sÂdant fundament",NULL,1999,E02B2017/0082; F03D  11/04; F03D   1/00; F03D  13/10; F03D  13/40; E02B2017/0039; F05B2230/6102; F03D  13/25; Y02E  10/727; B66C  23/52; E02B  17/0017; E02B  17/02; E02B  17/025; E02B2017/0091; F05B2240/95; B66C  23/185; Y02P  70/523; B63B  35/003
15555860,DK19990964414T,FremgangsmÂde til lÊgning af elektriske kabler fra et f¯rste offshore-vindenergianlÊg til et andet offshore-vindenergianlÊg,NULL,1999,E02B2017/0043; F03D  13/25; Y02E  10/727; F03D   9/25; F03D   9/257; H02G   1/10; H02G   9/02; H02G   1/08; E02B2017/0039; E02B2017/0091; E02B2017/0095; F05B2240/95; F05B2240/93
15556049,DK19990967880T,Indretning til forhindring af indtrÊngen af korrosive saltpartikler i et off-shore vindenergianlÊg,NULL,1999,B01D  46/00; F03D  13/25; B01D  45/04; B01D  45/16; Y02E  10/727; B01D  45/06; B01D  45/12; Y10S 415/908; E02B2017/0091; F03D  80/00; F05B2240/95
15556812,DK2000PA00550,Vind- og b¯lgeenergianlÊg,NULL,2000,F03B  13/147; F03D  13/25; Y02E  10/38; F03B  13/14; F03B  13/22; F05B2240/95; Y02E  10/725; Y02P  80/158; F03D   9/00; F03D   9/008; F03D   9/25
15556912,DK2000PA00946,Wind turbine rotor blade includes flap comprising laminate(s) with layers of materials having differing thermal expansion coefficients,A wind turbine rotor blade includes flap (4) secured to the blade for changing the profile of the blade depending on the atmospheric temperature. The flap has laminate(s) having at least two layers of materials with differing thermal expansion coefficients.,2000,F03D   7/04; B63H   1/26; F01D   5/14; F05B2240/31; Y02E  10/723; F03D   1/0641; F03D   7/0232; F03D  11/00; F01D   5/147; Y02E  10/721; F03D   7/02; F01D   5/148; F03D   1/06
15558261,DK2002PA00557,Mˆllevinge,NULL,2002,B63H   1/26; F05B2280/6003; F05B2230/60; Y02E  10/721; Y02P  70/523; F03D   1/06; F03D   1/0675; F03D   3/06
15558971,DK2003PA00515,Vessel is for transporting windmill to offshore windmill park and involves windmill with base divided into at least three ballast tanks and at discharge point vessel,The vessel is for transporting a windmill to an offshore windmill park and involves the windmill with a base divided into at least three ballast tanks. At the discharge point the vessel has a capstan with at least three flexible traction units for connection with horizontally separated lifting points on the windmill base.,2003,B63B  27/00; F03D  13/22; Y02E  10/727; B63B  35/00; E02B2017/0065; F03D  13/10; F03D  13/40; B63B  25/00; F03D  13/20; F05B2260/96; B63B  35/003; E02B2017/0082; E02D  27/42; F03D   1/00; E02B  17/02; E02B2017/0091; E02D  27/425; F05B2240/95
15560156,DK2004PA01968,Offshore-vindmˆlle med isbekÊmpelsesindretning,NULL,2004,B64D  15/10; F03D  80/40; F05B2240/123; Y02E  10/727; E02B2017/0091; F05B2240/95; Y02E  10/721; F03D  11/00; F03D   1/06; F05B2260/601; F03D   9/00; F03D  13/25; Y02E  10/725; F03D   1/00; F03D   9/28; F03D  80/50; Y02P  80/158
15561404,DK2006PA00994,Metoder og apparat til at reducere last i et rotorblad,"Blad (24) indbefattende en flerhed af f¯rste fibre, hvor hver af flerheden af f¯rste fibre (34) er vinklet mellem omkring 50 og omkring 35∞ i for hold til en tvÊrakse (30) af bladet, og en flerhed af andre fibre (36), hvor hver af flerheden af andre fibre er vinklet mellem omkring 95∞ og omkring 125∞ i forhold til tvÊraksen af bladet.",2006,F03D   1/06; F03D  11/00; F05B2280/2001; F05B2280/6002; F05C2253/16; F01D   5/14; F05C2253/025; B29C  70/22; F05B2280/2006; F05B2280/6015; F05B2280/6013; F05C2203/0882; F05B2250/314; F05C2203/02; F05B2250/71; B63H   1/26; F03D   1/065; F05C2253/20; Y02E  10/721
15590134,EG20040500245,Round honey comb rotor,NULL,2004,B63H   1/16; F03D   1/0608; Y02E  10/721; F05B2240/33; F03D   1/06
15593169,WO2000EP02640,OFFSHORE WIND POWER INSTALLATION,"The invention relates to an offshore wind power installation, comprising a float (1) which supports one or more wind power converters (2). The float (1) is anchored on the ocean floor or on the bottom of another body of water and can be rotated, using one or more cables (3). The float (1) lies below the surface of the water, in order to protect a wind power installation of this type against the motion of the ocean.",2000,F05B2240/93; B63B2035/446; F03D  13/22; Y02E  10/727; F03D   1/00; F03D  13/20; F03D  13/25; E02B2017/0091; F05B2240/95
15596832,WO2000EP06412,ROTOR WITH A SPLIT ROTOR BLADE,"The invention relates to a rotor (1) through which a fluid flows in a main direction of flow (H) and which is provided with at least one rotor blade (4), said rotor blade being arranged in such a way that it can rotate about a rotor axis. The rotor blade (4) extends away from the axis of rotation (2), into the fluid, at least in sections. The rotation (D) of the rotor blade (4) about the axis of rotation (2) in a predetermined direction of rotation produces a propulsive thrust in the opposite direction to the main direction of flow, or a torque is produced about the axis of rotation as a result of the flow. The aim of the invention is to reduce the trailed tip vortex at the end of the rotor blades of rotors of this type and therefore to reduce the fluidic losses and flow noise. To this end, the rotor blade (4) extends in at least two partial blades (5, 6) at a set distance from the axis of rotation and forms a loop. One partial blade (5) extends in the direction of rotation (D) in relation to the rotor blade, at least in one area close to the rotor blade. The other partial blade extends in the opposite direction to the direction of rotation (D) in relation to the rotor blade (4), at least in one area close to the rotor blade (4). The two partial blades (5, 6) are interconnected in one piece at their ends so that they encompass a loop surface (12) through which the fluid flows, said loop surface extending essentially crosswise to the main direction of flow.",2000,F04D  29/242; B63H   1/265; B64C  11/16; F01D   5/14; F01D   5/141; F03D   1/0608; Y02E  10/721; B64C  27/467; B63H   3/00; B64C  27/00; B64C  11/18; F03D   1/06; B63H   1/18; Y02T  50/673; B63H   1/26; F04D  29/24; F04D  29/38
15597179,WO2000EP06765,LANDING STAGE,"The invention relates to a landing stage for an offshore wind-driven power plant with a docking site (28) for ships (30), a landing pad (25) for a helicopter (26) and a common bridge (32) leading from the docking site and the landing site to the plant.",2000,E02B  17/025; F03D   1/00; F05B2230/60; Y02E  10/727; E02D  27/425; F03D  13/40; Y02P  70/523; E02B2017/0073; F03D  13/10; F05B2230/80; Y02B  10/30; E01D  15/24; E02B2017/0069; F03D  13/22; B63B  35/44; E02B2017/0091; F05B2240/95; B63B  22/02; B63B  35/50; F03D  13/25; E01D  11/02; E02B  17/027; E02D  27/42; F03D  11/04; E01D  15/14
15605073,WO2001EP01484,COMPACT MILLIMETER WAVE TECHNICAL SYSTEM FOR DE-ICING AND/OR PREVENTING THE FORMATION OF ICE ON THE OUTER SURFACE OF HOLLOW OR SHELL STRUCTURES EXPOSED TO METEOROLOGICAL INFLUENCES,"The invention relates to a millimeter wave technical de-icing system, which monochromatically radiates in a range of >/= 20 GHz and which is suited for de-icing and/or preventing the formation of ice on the outer surface of hollow or shell structures which are exposed to meteorological influences and which are comprised of fiber reinforced material such as glass fiber-reinforced plastic (GFP) and carbon fiber-reinforced plastic (CFP). According to the invention, the system has a compact design and is directly accommodated in such structures/chambers. A sufficient thermal output is brought to the structure surface by volumetric heating. The covering of the outer surface of the structure ensures millimeter wave impermeability. There are no problems with regard to dimensional stability since, for efficiency reasons, the delamination temperature is remained far below of.",2001,F03D   1/06; B64D  15/12; H05B   6/80; Y02E  10/721; B63B  59/00; F02C   7/047; Y02T  50/672; H05B2214/02
15613797,WO2001EP10391,WIND PARK,"The invention relates to wind parks, especially off-shore-wind parks, comprising at least two wind power systems (12). The aim of the invention is to produce a wind park, wherein transport between individual wind power systems (12) can be carried out in a manner which is less dependable on the weather and is much safer. The inventive wind park is thus provided with at least one cable connection (10) between at least two wind power systems (12) of a wind park and a gondola (14) is disposed on said cable connection (10).",2001,F03D   9/25; F03D   9/257; F05B2230/80; F03D  13/25; F05B2240/96; H02P   9/00; Y02E  10/727; B61B  12/02; F03D  80/50; Y02E  10/725; Y02P  70/523; B61B   7/00; F03D  80/00; F05B2240/95
15619611,WO2002EP00898,AZIMUTH GUIDANCE FOR A WIND ENERGY PLANT,"The invention relates to a wind energy plant with a tower and a rotor arranged on the tower with at least one individual adjustable rotor blade, with a device for determining the direction of the wind and a device for determining the azimuth position. The aim of the invention is to develop a wind energy plant as above, such as to extend the life of the azimuth drive and/or to permit the use of a smaller and thus more manageable azimuth drive. Wind energy plant with a tower and a rotor arranged on the tower with at least one individual adjustable rotor blade, with a device for determining the direction of the wind and a device for determining the azimuth position, characterised by a control of the rotor blade adjustment depending upon a difference between the determined wind direction and the determined azimuth position.",2002,F03D   7/04; F05B2270/20; Y02E  10/725; F05B2270/321; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2240/93; F03D   1/06; F03D   7/0224; Y02E  10/727; Y02E  10/723; F05B2270/326; Y02E  10/721
15632447,WO2002EP14076,DEVICE FOR MEASURING THE CONSUMPTION OF ELECTRICAL ENERGY,"The invention relates to a device for measuring the consumption of electrical energy, which determines a current output signal from voltage and current signals (u, i) that can be supplied to inputs (2, 3) of the circuit, said output signal being multiplied by a calibration factor by means of a calibration block (10). The calibration factor is stored in a non-volatile, programmable read-only memory (12), which comprises a plurality of irreversibly programmable memory cells (13). Said cells are configured in such a way that an irreversible reprogramming of any memory cell (12) causes the calibration factor to be increased. This means that any manipulation of the energy meter by a reprogramming of the calibration factor, for example after an authorised calibration, always leads to an undesirable increase in the measured value for the manipulator.",2002,F05B2240/95; F05B2230/6102; G01R  11/24; G01R  21/133; G01R  22/066; F03D   1/00; G01R  22/00; G01R  35/04
15634566,WO2003EP01351,OFFSHORE WIND PARK,"The invention relates to wind parks comprising at least two wind energy turbines and in particular to offshore wind parks. The aim of the invention is to provide a wind park in which transports between individual wind energy turbines are less dependent on weather conditions and are more reliable. To achieve this, at least one cable connection (10) is provided between at least two of the wind energy turbines (12) of a wind park and a container (14) is located on said cable connection (10).",2003,F03D  11/04; F03D   1/00; F03D   9/00; F03D  13/20; F03D  80/50; F03D  13/25; H02K   7/18; Y02E  10/722; Y02E  10/727; F03D   9/11; F03D   9/257; Y02E  70/10; F03D  11/00; F03D  80/00; F05B2240/95; F03D   1/02; F03D  80/55; F05B2240/96
15634567,WO2003EP01352,WIND ENERGY TURBINE,"The invention relates to a wind energy turbine and to the construction of a wind energy turbine of this type, in particular offshore. In the construction of wind energy turbines per se, a tower of the turbine is first manufactured, said tower consisting of steel, concrete or a pylon. Once the tower has been constructed, a machine housing is mounted on its tip, said machine housing comprising an assembly of the nacelle, together with a generator, rotor and additional parts. A machine housing of this type comprising fixed rotor blades and a generator connected thereto is denoted below as a rotor unit. The aim of the invention is to provide technical measures to permit the construction of offshore wind energy turbines in practically any weather, even in a weak or medium swell. This is achieved by a wind energy turbine comprising a tower that has a rotatably mounted support, the latter in turn supporting one or preferably several rotors, which lie on a plane that is offset in relation to the tower, the support being positioned so that the central point of the rotors lies underneath the tip of the tower.",2003,Y02P  70/523; F03D  80/50; F03D   1/00; E02B2017/0091; F05B2240/95; F03D   1/02; F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/70; Y02E  10/727
15669321,WO1994EP03422,SURFACE OF A BODY IMMERSED IN A FLUID FLOW,"The surface (12) of a body (10) immersed in a fluid flow has projections (14) on the base surface. In order to design a more flow-favourable surface (12) of a body (10) immersed in a fluid flow and having projections (14) on the base surface, the projections (14) are surrounded by two demarcation lines (18, 20), as seen from above the surface (12). The first demarcation line (18) is longer and more curved than the other demarcation line (20), so that the projections (14) have the cross-sectional area of an airfoil.",1994,F05D2240/31; Y02E  10/721; F04D  29/681; F04D  29/688; F05B2250/611; F01D   5/145; F05B2240/32; F15D   1/12; Y02T  70/121; B64C  21/10; F01D   5/14; F04D  29/68; F05D2240/301; F05D2250/611; Y02T  50/673; B63H   1/28; F05B2240/301; B64C2230/28; F01D  25/00; Y02T  50/166; B63B   1/36; B64C2230/26; F03D   1/0608
15687988,WO1998EP00035,SAIL FOR A WIND-POWERED VEHICLE,"The invention concerns a sail (1) for a wind-powered vehicle, such as a surfboard, sailing boat or the like, wherein the sail (1) can be connected along its front edge (11) to a mast (3). At its clew or at or near its lower edge (16) the sail (1) can be connected at least at points to a boom (30) which is connected in hinged manner to the mast (3). In the region of its free rear edge (12) the sail (1) comprises at least one part (20) which is adjustable in the sail plane. By adjusting the sail part (20) in its one adjusting direction, the overall area of the sail (1) can be decreased and, by adjusting the sail part (20) in its other adjusting direction, the overall area of the sail (1) can be increased. The sail according to the invention is characterized in that the adjustable sail part (20) can be displaced substantially perpendicular to the free rear edge (12) of the sail (1) and/or substantially parallel to the boom (30).",1998,B63H   9/06; B63H   9/10; B63H   8/00; B63B  35/79; B63H   9/1021
15711201,EP20000105677,Offshore wind turbine,"The system has a tower (12), a rotatable machine housing (14) on the tower, a rotor rotatably mounted on the machine housing, a landing platform (28) attached to the machine housing for a helicopter (34) to land and an electrical operating arrangement that is at least partly mounted in a container (32) arranged on one side of and adjacent to the machine housing.",2000,F03D  13/25; F03D  80/50; F05B2230/80; F03D   1/00; Y02E  10/727; F05B2240/142; F05B2240/93; F05B2240/14; Y02P  70/523
15727190,EP20000125114,METHOD AND VESSEL FOR INSTALLATION OF OFF-SHORE WINDMILLS,"There is disclosed a vessel (1) and a method for installing off-shore windmills (11). Main components for windmill (11) and base (10) are assembled into one unit at a location other than the final location. The pre-assembled unit is subsequently shipped to and placed at the final location by using the vessel (1). The unit is supported at one point (L) on the mill tower immediately above the centre of gravity (G) of the unit by lifting, during shipping and installation. Thus it is possible to use vessels where the support construction for the unit has substantially lower height that previously. <IMAGE>",2000,E02D  27/42; F03D   1/00; Y02E  10/721; E02D  27/425; F03D  13/40; B63B  27/04; B63B  35/00; E02B2017/0047; F03D  13/10; E02B2017/0039; F03D   1/06; B63B  35/003; B63B2035/446; B66C  23/52; E02B2017/0091; F05B2240/95; E02B  17/00; F03D  13/25; Y02P  70/523; F03D  11/04; F05B2230/6102; Y02E  10/727; B63B  27/10; F05B2240/93
15728246,EP20000126420,A wind-powered generator plant,"Windmill generator sets, each including a windmill and a generator driven by the windmill, are installed on a floating body floating on water. The floating body is formed as a triangular truss structure. Each side of the triangle of the floating body is formed by a hollow beam having a rectangular cross section. The windmill generator sets are disposed on the floating body at the respective corners of the triangle. The distance between the centers of windmills, adjacent to each other, is set at a value smaller than four times, preferably smaller than two times, the diameter of the rotors of the windmills. By setting the distance between the centers of the windmills at a value smaller than four times of the rotor diameter, the construction cost of the floating body can be reduced without any accompanying reduction in the power generation efficiency of the windmill generator sets, whereby the unit power generating cost of the plant can be reduced. <IMAGE>",2000,F03D   9/00; F05B2240/40; F05B2250/11; Y02E  10/727; F03D  13/25; F05B2250/12; F03D  11/04; F05B2240/93; E02B2017/0091; F05B2240/95; F03D   1/02
15753341,EP20000903554,ROTATING ELECTRIC MACHINE COMPRISING A ROTOR THAT IS EXCITED BY PERMANENT MAGNETS,NULL,2000,B63H   5/125; H02K   3/505; F03D  11/00; H02K   9/22; F03D   9/00; H02K  21/14; H02K  21/22; B63H2005/1258; Y02E  10/726; H02K   5/04; H02K   3/50; H02K2203/09; H02K   3/44; H02K   7/18; H02K  15/12
15760110,EP20000915212,WIND-OPERATED GENERATOR,Wind-operated generator characterized in that it comprises the following elements: a cylindrical receptacle (1) wherein is housed a hollow body (2) which can turn and which contains a sufficient liquid quantity to ensure the flotation of the hollow body (2); a lid (23) for the hollow body (2); a series of vains (4) which are integral with the lid of the hollow body (2); a plurality of electricity generators (5) having shafts to which are mounted wheels (61) which are intended to be in contact with the body (2) when the latter is rotating; supports (61) provided with guides (6) to which are mounted the generators (5) with possibilities of displacement; and a pushing device intended to control the displacement of the generators (5) on the guides (6) thereby approximating the generators (5) towards the hollow body (2) when the latter is rotating at a set speed. <IMAGE>,2000,F03D  15/10; F05B2240/216; Y02E  10/74; F03D   3/06; Y02E  10/727; F03D   7/06; F03D   9/25; F03D  80/70; F03D   3/005; F03D  13/20; F03D  13/25; F05B2260/4031; F03D   3/00; F05B2240/93
15762152,EP20000918835,OFFSHORE WIND POWER INSTALLATION,NULL,2000,F03D  13/20; F03D  13/25; Y02E  10/727; F03D   1/00; B63B2035/446; F05B2240/95; F03D  13/22; E02B2017/0091; F05B2240/93
15764216,EP20000922479,AN OFFSHORE WIND TURBINE WITH LIQUID-COOLING,NULL,2000,F16L  39/04; F05B2240/95; F03D  13/25; F03D  15/00; Y02E  10/726; Y10S 415/908; F03D  80/60
15770493,EP20000936678,DAMPING OF OSCILLATIONS IN WIND TURBINES,NULL,2000,F03D  13/20; F05B2200/23; Y02E  10/721; Y02E  10/726; F03D   7/04; F05B2260/96; F03D   7/02; F03D   1/06; F03D  80/00; Y10S 416/06; F05B2240/95; Y10S 416/50
15777598,EP20000949353,LANDING STAGE,NULL,2000,E02B2017/0073; F03D  13/10; Y02B  10/30; E02D  27/42; F03D   1/00; E01D  15/14; E02B  17/025; E02D  27/425; F03D  13/40; F05B2240/95; B63B  22/02; B63B  35/50; E01D  15/24; F03D  13/25; F05B2230/80; E02B2017/0069; F03D  13/22; F05B2230/60; Y02E  10/727; Y02P  70/523; B63B  35/44; E02B  17/027; E02B2017/0091; E01D  11/02; F03D  11/04
15778441,EP20000950871,RIBBON DRIVE PROPULSION SYSTEM AND METHOD,NULL,2000,F03B  17/06; F05B2240/243; B63H  11/08; B63H2001/122; B63H2011/081; B63J2003/046; F03B   3/126; F03D   3/00; F05B2250/25; Y02E  10/223; Y02E  10/28; B63H   1/12; F03B   3/04; F04D  29/18; F04D  29/181; F04D  29/522; F05B2240/40; F05D2240/40; Y02T  70/70; B63H   1/16; B63H2001/165; F01D   1/38; F03B  17/061; Y02T  70/529; F03D   9/00; F03D   9/25; F04D   3/02; B63H2001/127; F03B   3/12; F03D   3/005; F04D  29/52; F05D2240/243; B63J   3/04; Y02E  10/74; Y02P  80/158; Y02T  50/672
15790045,EP20000972950,METHOD AND SYSTEM FOR INSTALLING AND TRANSPORTING AN OFFSHORE WIND POWER STATION AT SEA,NULL,2000,F03D  11/04; F03D  13/25; F05B2230/6102; Y02E  10/727; E02B  17/04; F05B2240/93; B63B  35/003; E02B  17/02; E02D  27/42; F03D  13/10; E02B2017/0065; F03D  13/40; E02B2017/0091; E02D  27/425; F03D   1/00; F05B2240/95; F03D  13/22; Y02P  70/523
15792284,EP20000977326,A SINGLE OR MULTI-BLADED ROTOR,NULL,2000,F03D   1/06; F03D   1/0608; F04D  29/38; F05D2240/30; Y02E  10/721; F03B   3/121; F01D   5/141; Y02E  10/223; F04D  29/384; F05D2200/23; F05B2200/23; Y10S 416/02; F05B2240/30; B63H   1/26; F03B   3/12; F01D   5/14; Y02T  50/673
15843645,EP20010401815,Aircraft jet engine nacelle with an enhanced rear ejection block with common nozzle,"A common exhaust nozzle is divided into two half-nozzles (6a,6b) which are more or less symmetric with respect to longitudinal plane. The half-nozzles are individually hinged to an engine beam by the hinges (23) and lockable in the closed position by the latches (24) mounted opposite to the hinges. An Independent claim is also included for long duct mixed flow nacelle after body.",2001,B64D  33/04; F02K   1/78; B63H   1/36; B64D  29/00; F02K   1/70; Y02E  10/721; Y02T  50/671
15850249,EP20010902660,FLUID MACHINERY,"An object is to improve the durability of wings and suppress vibration of the wings and generation of noise. A fluid machine includes a rotatably supported wing support, and a plurality of wings (21) formed on the wing support at a plurality of circumferential locations and protruding radially outward. The wings (21) each include a first wing element extending radially outward from a first attachment position on the wing support, a second wing element extending radially outward from a second attachment position on the wing support, and a third wing element connecting the first and second wing elements. In this case, the first and second wing elements are formed in such a manner to protrude radially outward from the wing support, and are mutually connected by means of the third wing element. This structure prevents damage to the wings (21), which damage would otherwise occur, for example, upon reception of external force, and thus improves the durability of the wings (21). Further, since stresses imposed on the third wing element can be reduced, deflection of the wing (21) caused by variation in loads imposed on the first and second wing elements can be reduced. <IMAGE>",2001,F05B2260/96; F03B   3/12; F03D   1/06; F04D  29/38; B63H   1/265; F01D   5/14; F05D2260/96; Y02E  10/721; F04D  29/384; F03D   1/0608
15852295,EP20010906534,WIND-POWERED AIR/WATER INTERFACE CRAFT HAVING VARIOUS WING ANGLES AND CONFIGURATIONS,NULL,2001,B63H   9/061; B63B   1/125; B63B   1/12; B63H   9/06; B63B2001/145
15853817,EP20010909552,FUEL CELL BLOCK WITH CONDENSED WATER SEPARATOR IN REACTANT SUPPLY LINE,NULL,2001,F03D   3/00; F03D   9/02; B63B  35/44; H01M   8/2465; H01M   8/10; H02K   7/1823; Y02E  10/38; B63B  22/00; F03B  13/22; H01M   8/04; H01M   8/04119; F03D   9/00; H01M   8/02; H01M   8/24; H02K   7/18
15861041,EP20010923565,COMPACT MILLIMETER WAVE TECHNICAL SYSTEM FOR DE-ICING AND/OR PREVENTING THE FORMATION OF ICE ON THE OUTER SURFACE OF HOLLOW OR SHELL STRUCTURES EXPOSED TO METEOROLOGICAL INFLUENCES,NULL,2001,H05B2214/02; Y02E  10/721; B63B  59/00; F02C   7/047; Y02T  50/672; F03D   1/06; B64D  15/12; H05B   6/80
15863049,EP20010927653,COMPACT MICROWAVE SYSTEM FOR DEICING AND/OR PREVENTING ICING OF THE OUTER SURFACE OF HOLLOW OR SHELL STRUCTURES SUBJECT TO METEOROLOGICAL INFLUENCES,NULL,2001,B63B  19/00; H05B   6/68; B63B  59/00; F03D   1/06; H05B2214/02; B64D  15/12; F03D  80/40; H05B   6/80; H05B   6/64; H05B   6/70; Y02E  10/721; H05B   6/66
15882088,EP20010965267,WIND PARK,NULL,2001,Y02P  70/523; F05B2240/96; H02P   9/00; Y02E  10/727; B61B  12/02; F05B2240/95; F03D  13/25; F03D  80/50; Y02E  10/725; F03D   9/25; F03D   9/257; B61B   7/00; F03D  80/00; F05B2230/80
15902344,EP20020004492,Off-shore wind turbine,"The offshore wind-powered generator has a rotor (2) on a column (4) with at least three tensioning cables (8) at mountings (5) on the column, under the rotor, and anchored (10) to the sea bed. The column is supported by a steel pile (6) in one piece with the column, base (7) and the cable mountings. The base is inserted into a hollow cylinder, driven into the sea bed, to be secured at a round base plate in a force fit.",2002,E02B  17/00; F03D  13/25; Y02P  70/523; F03D   1/00; E02B2017/0091; F05B2240/95; B63B  35/003; E02B  17/02; F03D  13/10; E02D  27/425; E02D2250/0053; F03D  13/22; E02B2017/0039; E02D  27/42; F05B2230/6102; Y02E  10/727; E02D  27/52; F03D  13/20
15910926,EP20020015395,Floating support for a construction extending above the water surface,"The floating foundation for an off-shore construction, and especially a wind mast (8) for wind-powered electricity generation, has a floating body (7) which is wholly below the water surface (2) and is filled with air. The assembly is held at the sea bed (14) by cables (17) attached to anchors (18), with sufficient tension to hold the floating foundation in place. The floating body is of reinforced concrete, with at least one air chamber (5) which is open downwards.",2002,B63B   5/16; B63B  21/50; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/727; B63B   9/06; B63B  35/44; B63B  75/00; E02D  27/425; F03D  13/22; F03D  13/10; B63B  21/502; B63B2231/64; E02D  27/42; F03D   1/00; F03D  11/04
15919215,EP20020026382,System for the transport and installation of offshore wind turbines,"System for transporting and erecting in the sea land-built offshore wind energy systems (5) comprises at least one land-driven assembly wagon (3) with a support and lifting device (4) for an offshore wind energy system constructed on or transferred onto the assembly wagon, and a float designed as a height-adjustable lifting platform (1) for holding and transporting on the sea at least one offshore wind energy system held on the assembly wagon. The lifting platform is provided with at least one parking/fixing position for the assembly wagon supporting the offshore wind energy system which is moved onto the lifting platform without a crane together with the offshore wind energy system via a transfer aid (6) positioned between the land and the lifting platform. A sea-based construction foundation assigned to the offshore wind energy system receives the offshore wind energy system which is transferred from the lifting platform by the assembly wagon without a crane and lowered by the lifting device onto the construction foundation.",2002,E02B2017/0091; F05B2240/95; Y02P  70/523; F03D   1/00; F05B2230/6102; Y02E  10/727; F03D  13/40; B63B  35/003
15919216,EP20020026383,Barge for the transport of offshore wind turbines,"The lifting platform has several vertically adjustable lifting legs and holding devices on the platform for at least one generator. The holding devices also serve to transfer the generator more or less horizontally, with virtually no lifting, from a land-side or sea-side foundation onto the lifting platform and vice versa.",2002,F05B2240/95; E02B2017/0091; F03D   1/00; Y02E  10/727; F03D  13/40
15924487,EP20020090221,Elastic rope anchoring for off-shore buildings,"The cable support system (3,4) for an offshore tower, with a tubular structure on the sea bed (9), has additional connecting cables (5) linking them together at the sides. The cable system allows the tower free side movements, with a lower initial stiffness applied to the tower by the cables. The cable geometry gives them faster movements in the water, to dampen tower movements.",2002,E02B  17/0004; E02B2017/0065; F03D   1/00; F03D  13/22; F05B2260/96; Y02B  10/30; Y02E  10/727; F03D  11/04; F05B2240/95; E02B2017/0091; E04H  12/20
15936872,EP20020380136,Marine platform for wind and wave power conversion,"The present invention relates to a marine floating platform (1) for power generation from the wind, waves and tides, combining the joint use of a hydraulic impulsion aerogenerator (2,12) set on the centre of the platform and an additional power source based on using the motion of the water by means of four double action hydraulic cylinders (3) that also operate as hydraulic impulsion means for using the energy in the motion of the water. <IMAGE>",2002,F03B  13/1895; F03B  13/181; Y02E  10/725; Y02E  10/38; F03D   9/008; F03B  13/18; F03D   9/00
15946586,EP20020714132,WIND ENERGY PLANT,NULL,2002,Y02E  10/727; F05B2270/326; Y02E  10/725; F05B2270/321; F03D   7/04; F05B2270/20; F03D   1/06; F05B2240/93; Y02E  10/721; F03D   7/0224; F03D   7/02; F03D   7/0204; F03D  13/25; Y02E  10/723
15956422,EP20020733599,MARINE STRUCTURE,NULL,2002,Y02E  10/727; F03D  13/22; E02B2017/0078; F03D   1/00; B63B  35/003; E02B2017/0056; F03D  13/10; E02B2017/0065; E02D  27/52; E02D2250/0053; F03D  11/04; F03D  13/25; F03D  13/40; B63B  21/50; E02B2017/0039; E02B2017/0091; F05B2240/95; B63B  21/27; E02B  17/027
15962373,EP20020745153,"SUPPORT STRUCTURE FOR SEA-TECHNOLOGY, IN PARTICULAR FOR AN OFFSHORE WIND ENERGY INSTALLATION AND A METHOD FOR PRODUCING A SUPPORT STRUCTURE OF THIS TYPE",NULL,2002,E02B  17/0004; E02B2017/0065; E04H  12/20; F03D   1/00; F05B2240/95; Y02E  10/727; F03D  13/22; F05B2260/96; Y02B  10/30; E02B2017/0091
15963798,EP20020747777,PLANT FOR GENERATING ENERGY FROM WATERCURRENTS,NULL,2002,F03B; F03B   1/00; F03B  17/06; F05B2210/16; F05B2240/97; B63B2035/4466; F05B2240/40; Y02E  10/38; F03B  13/10; H02K   7/1823; F03B  11/00; F03B  17/061; F03D   9/00; Y02E  10/725; B63B  35/44; E02B2017/0091; F03B  13/26; H02K   7/18; Y02E  10/223; Y02E  10/28; F03B   1/02; H02K  16/00; H02K  16/005; F05B2260/72
15976119,EP20020774638,METHOD FOR OPERATING A WIND PARK,NULL,2002,F03D   7/048; F03D   9/00; F03D   9/257; F03D   7/04; F03D   9/255; F05B2270/1033; B63H   1/06; F03D   7/00; H02J   3/38; Y02E  10/723; Y02E  10/725; F03D   7/0284; F05B2270/337; Y02B  10/30; F05B2270/335; H02J   3/386; Y02E  10/763; Y10T 307/724; F03D   7/02; H02P   9/00; F05B2270/304; F03D   7/0272
15985173,EP20020792968,DEVICE FOR MEASURING THE CONSUMPTION OF ELECTRICAL ENERGY,NULL,2002,F05B2230/6102; G01R  11/24; G01R  35/04; F03D   1/00; G01R  21/133; G01R  22/066; G01R  22/00; F05B2240/95
16012004,EP20030026389,Hoisting device for transfering people and/or charge from a ship to an offshore plattform,"A sliding device (100) comprises a base element (30) to be connected to an offshore platform, a first crane jib (10) and a second crane jib (20), a cable winch unit with a cable (60) leading to a deviating unit (26) on the second crane jib, and a three-point guiding element (40) with pivoting bearings (41, 42, 43). The first crane jib can be pivoted opposite the base element via an adjusting element (14). An independent claim is also included for an offshore platform for a wind energy plant.",2003,B63B  27/30; B63B  27/10; B66C  23/20; B66C  23/68
16015221,EP20030075668,Shaft phase control mechanism,"The phase control mechanism includes first gears (3,4) coupled to the output shafts (2,1a) which are to be phase controlled. A Transfer gear (5) is provided for rotation or operation independent of the input and is coupled to the first gears (3,4) to allow rotary motion to be transferred between the first gear members (3,4) and a phase adjuster (10,17) causes the first gears (3,4) to advance on regress relative to one another to change the phase relationship between the outputs. <IMAGE>",1996,B63H   5/10; Y02E  10/723; B64D  31/12; F01L   1/352; F16D   3/10; F03D  15/00; F03D  15/10; F16H  35/00; B23B  31/28; B64C  27/54; F03D  11/02; Y10T  74/1956; F03D   7/02; F05B2260/40311; F16H  35/008; F16H  37/06; Y02E  10/722; Y10T  74/19093; B23B  31/36; B64C  11/32; F03D   7/04; F03D   7/0224; F05B2260/4031; F16H  35/18; Y10T  74/19084
16027891,EP20030290708,Offshore wind-power plant as well as construction and erection method for such a plant,The sea based wind generator installation has a wind generator (1) on a base platform. There is a triangular floater (7) with a horizontal triangular base (7a) connected to a base casing (9i) on the marine base by three taut sections (8i).,2003,B63B  21/50; B63B2035/446; F03D  13/22; Y02E  10/727; B63B  21/502; B63B  35/44; F03D   1/00; B63B2021/505; F03D  13/25; F05B2240/93; E02B2017/0091; F03D  11/04; F05B2240/95; B66C  23/185; F03D  13/10; F03D  13/40
16035599,EP20030704591,WIND ENERGY TURBINE,NULL,2003,F03D   1/00; F03D  11/04; F03D  80/50; F03D  80/70; F05B2240/95; F03D  13/20; F03D   1/02; Y02P  70/523; Y02E  10/727; F03D  13/25; E02B2017/0091
16038999,EP20030711463,OFFSHORE WIND TURBINE,NULL,2003,F05B2220/62; Y02A  20/141; Y02E  10/727; F03D   1/02; F03D   9/00; F03D  11/04; Y02P  80/22; F03D   9/255; B63B2035/446; E02B2017/0091; F05B2240/95; B63B   1/047; F03D  13/25; F05B2220/61; Y02E  10/723; Y02E  70/10; B63B2001/044; B63B  35/44; F05B2240/93
16043795,EP20030721165,METHOD AND VESSEL FOR MANIPULATING AN OFFSHORE CONSTRUCTION,NULL,2003,E02B2017/0082; F03D   1/00; F03D  11/04; E02B2017/0047; E02B2017/0056; F03D  13/10; F03D  13/40; B66C  23/185; E02B  17/00; Y02P  70/523; B66C  23/52; E02B  17/021; F05B2230/6102; Y02E  10/727; E02B2017/0091; F05B2240/95
16053215,EP20030739475,OFFSHORE WIND PARK,NULL,2003,F03D   1/02; F03D  11/04; F03D  80/55; F03D  80/50; F03D   9/00; F03D  13/20; F03D  13/25; H02K   7/18; F03D   1/00; F03D   9/257; F03D  11/00; F05B2240/95; F03D  80/00; F05B2240/96; Y02E  10/722; Y02E  10/727; F03D   9/11; Y02E  70/10
16053760,EP20030740502,WINDMILL ROTOR COMPRISING MULTIPLE SEPARATE WIND CHANNELS,"Rotor rond en nid d'abeilles pour aÈrogÈnÈrateurs et hÈlices en gÈnÈral, a des trapÈzoÔdes tubulaires courbÈs, deux ou plus cylindres tubulaires concentriques et un nombre variable de trapÈzoÔdes ronds, courbÈes et tubulaires. Les cylindres et les trapÈzoÔdes forment des tubes trapÈzoÔdaux modulaires, qui ont de grandes surfaces de contact du vent. Les cylindres tubulaires concentriques du panneau rond ont des piËces courbÈes qui sont incorporÈes entre les cylindres, et dont la fonction est, dans les aÈrogÈnÈrateurs, de minimiser la sortie du vent ainsi que de multiplier les surfaces de contact du vent. En ce qui concerne le rotor pour hÈlices en gÈnÈral, le nombre des trapÈzoÔdes ronds, courbÈs et tubulaires, est multipliÈ ainsi que ses surfaces de contact du vent. Le rÈsultat est l'utilisation optime de la majoritÈ des forces propulsives centrifuges gr‚ce ‡ la rÈduction d'entrÈe du vent et a l'ampliation de sortie du vent. <IMAGE> <IMAGE>",2003,B63H   1/16; F03D   1/0608; Y02E  10/721; F05B2240/33; F03D   1/06
16056739,EP20030746251,A BLADE FOR A WIND TURBINE AND A METHOD OF ASSEMBLING LAMINATED PROFILES FOR A BLADE,NULL,2003,F03D   1/06; F03D   3/06; F05B2230/60; B63H   1/26; F03D   1/0675; Y02P  70/523; F05B2280/6003; Y02E  10/721
16062803,EP20030759829,WIND POWER PLANT,NULL,2003,F03D   7/04; F03D   7/0224; Y02E  10/721; B63H   1/06; Y02E  10/723; F03D   7/02; F05B2260/75; F03D   7/041; F05B2260/77
16067790,EP20030769626,MOUNTING OF OFFSHORE STRUCTURES,NULL,2003,B63B  35/003; E02B  17/02; F03D  13/22; F03D  13/10; B63B  27/08; E02B  17/027; E02B2017/0043; E02D  27/50; E04H  12/2269; E02B2017/0047; E04H  12/22; F05B2230/6102; F05B2240/97; Y02E  10/727; Y02P  70/523; E02B  17/00; E02B2017/0039; E02D  27/42; F03D   1/00; E02B2017/0091; E02D  27/425; E02D  27/52; F05B2240/95
16085663,EP20030814457,WIND TURBINE WITH FLOATING FOUNDATION,NULL,2003,B63B  35/44; E02B2017/0091; F03D  13/22; F05B2240/93; F05B2240/95; F03D  13/25; Y02E  10/727; B63B2035/446; F03D   1/00; F03D  11/04
16086543,EP20030816437,FLOATING SOLAR CHIMNEY,NULL,2003,F03G   6/04; F05B2240/93; F05B2240/131; F05B2240/922; F03D   1/04; F03G   6/045; Y02E  10/465
16111965,EP20040077689,Damping of oscillations in wind turbines,"Damping of oscillations of the second bending mode of a wind turbine is performed by means of one or more containers partly filled with a liquid for damping oscillations of the second natural bending frequency of the wind turbine. The damping means comprises a plurality of box shaped containers having a square cross section and being partly filled with liquid so as to provide a unidirectional damping with a logarithmic decrement of oscillations of the second natural bending frequency of the wind turbine of at least 4-8%. For off-shore wind turbines, the combined excitation of the wind and sea waves requires more damping, the damping is preferably equivalent to a logarithmic decrement of 10-15%. Furthermore, the invention relates to combined damping of oscillations of the first as well as the second bending mode of the wind turbine. <IMAGE>",2000,Y10S 416/06; Y10S 416/50; F03D   1/06; F03D  80/00; F03D   7/02; Y02E  10/726; F03D   7/04; F05B2240/95; F05B2260/96; F05B2200/23; F03D  13/20; Y02E  10/721
16121203,EP20040255458,Wind turbine with outer noise shell,"For reduction of the noise radiation of a wind turbine with a tower (1) having an outside (8), a noise shell (4) is provided, which at least partially surrounds the outside (8) of the tower (1) and is positioned at a distance from the outside (8) of the tower (1). An air gap (24) remains between the tower wall (2) and the noise shell (4). The noise emitted from the tower wall (2) is absorbed by the noise shell (4). The noise shell can be composed of a waterproof outer layer (6) and a damping layer (10) directed towards the tower wall (2). <IMAGE>",2004,F03D  80/00; Y02E  10/72; F05B2260/96; G10K  11/16; B63H   1/06; F01D   5/26; F03D   9/00; F01D   5/10; Y10S 415/909; Y10S 416/06; F03D  11/00; F03D   1/02
16126860,EP20040380026,Test bench for wind turbines,"A test bench for wind turbines, comprising a test bed (1) on which the assembly (6) to be tested is mounted, and load application means for applying loads on said assembly. The assembly (6) to be tested is mounted on the foundation through a cylindrical support (5), provided with an upper rotary flange which can be operated by means of a series of geared motors. The load application means comprise a fixed structure (7) anchored to the foundation, a mobile structure (8) which is anchored to the assembly (6) to be tested and a series of actuators (9) relating the mobile structure (8) with the fixed structure (7). <IMAGE>",2004,F03D  11/00; F01D  21/00; F05B2260/83; G01M  99/00; F03D  17/00; G01M  99/008
16129572,EP20040700466,METHOD FOR OFFSHORE INSTALLATION OF A WIND TURBINE,NULL,2004,B66C  23/185; F03D   1/00; F03D  11/04; F05B2240/95; E02B2017/0039; Y02E  10/727; E02B  17/00; F03D  13/10; E02B2017/0047; E02B2017/0091; B66C  23/52; F03D  13/22
16132811,EP20040707228,METHOD FOR THE ERECTION OF A WIND ENERGY PLANT AND WIND ENERGY PLANT,NULL,2004,F03D  13/10; Y02P  70/523; F03D   9/25; F03D  11/04; F03D  80/60; F05B2240/14; F05B2240/95; F03D   1/00; H01F  27/085; E04H  12/00; F03D  13/22; F05B2250/231; F05B2260/64; H01F  27/02; H01F  27/025; Y02E  10/727; H01F  27/06; F03D  13/20; F03D  13/25; F05B2230/60; F03D  11/00; F03D  80/00; F05B2260/20
16136033,EP20040714335,ROTOR WITH A CIRCULAR TRAPEZOIDAL CELLULAR STRUCTURE,The rotor includes helical portions which extend from hub or circular core and mounted on the concentric tubular cylinders. Truncated conical portion extends from the large diameter cylinder to regulate the output centrifugal forces.,2004,B64C  27/32; B64C  11/001; Y02E  10/721; B64C  11/005; F04D  19/02; F04D  29/38; B63H   1/12; B64C  11/00; F04D  19/022; F04D  29/18; F04D  29/181; F04D  29/388
16145166,EP20040733709,A METHOD AND A DEVICE FOR INSTALLATION OF A WINDMILL AT SEA,NULL,2004,B63B   1/10; B63B  35/00; B63B  35/003; E02B2017/0047; F03D  13/10; B63B  35/44; E02B2017/0091; F05B2240/95; F03D  11/04; F03D  13/25; Y02E  10/727; B63B  27/00; E02B  17/00; B63B  21/27; B63B  27/02; F03D   1/00; B63B   1/107
16163890,EP20040775035,OFFSHORE WIND TURBINE,NULL,2004,E02B2017/0091; F05B2240/95; B63B  21/502; Y02E  10/38; B63B  21/50; B63B2035/446; F03D; F03D   1/00; F05B2240/93; Y02E  10/727; F03D   9/00; F03D  13/25; F03D  11/04
16165388,EP20040778390,ROTOR BLADE TIP SECTION,NULL,2004,B64C2027/4736; B64C  27/463; B63H   1/26; B64C  27/473; F03B   3/12; B63H   7/02; F03D  11/02; B64C  11/16; B64C  27/46; F03B   7/00; F01D   5/14
16168278,EP20040786200,FOUNDATION FOR AN OFFSHORE-WIND FARM,NULL,2004,E02B2017/0091; F05B2240/95; E02D  27/42; E02D  27/425; F03D   1/00; E02D  27/52; Y02E  10/727; F03D  13/22
16172114,EP20040796274,POWER GENERATION ASSEMBLIES,NULL,2004,B63B2035/446; F03D; F03D   1/00; F03D   9/008; F03D  11/04; F05B2240/95; Y02E  10/725; F03D   9/00; F05B2210/18; Y02E  10/38; Y02E  10/727; B63B  21/50; F03D  13/10; F03D  13/40; F05B2240/13; F03D   1/04; F03D  13/25; F05B2240/40; F05B2250/132; F03D   1/02; B63B2039/067; Y10S 416/06; B63B  35/44; F05B2240/93; F05B2240/96; Y02E  10/721; Y10S 416/04
16203333,EP20050026888,"Vessel for transport and handling means offshore, method and uses hereof","The invention relates to a vessel (1) for transport and handling means offshore, said vessel comprising a ship (3) with means of propulsion (11), and at least one docking station (2) including one or more elevation legs (3a-3d). The docking station (2) is connected to the ship (3) with connection means (12, 14a, 14b, 15) and covering at least a section of the ship hull including the keel or bottom (4) of said section. The invention also relates to a method as well as uses of the vessel and method.",2005,B63C   1/04; B63B  35/44; B63B  43/04; B63B  35/40; Y02E  10/727; B63B  21/50
16225524,EP20050447237,Device and method for offshore installations,The present invention described an offshore gravity foundation (1) for moun,2005,F03D  13/22; E02B  17/025; E02B2017/0086; E02B  17/00; E02B  17/0017; E02B  17/02; E02B2017/0082; F05B2240/95; F03D   1/00; F03D  13/20; Y02E  10/727; E02B2017/0065; F03D  13/10
16265858,EP20050790678,CONSTRUCTION OF A SUBMERGED FLOATING FOUNDATION,NULL,2005,A01K  61/60; F03D  13/10; Y02P  60/64; B63B2021/505; B63B  21/502; B63B2035/446; E02B2017/0091; F05B2240/95; E02D  27/52; Y02A  40/826; Y02E  10/727; F03D  13/22
16271638,EP20050806061,PROPELLER AND HORIZONTAL-SHAFT WINDMILL,"A propeller, wherein the tip parts of the propeller blades of a horizontal-shaft windmill are tilted in the front direction of the propeller blades to form inclination parts. The inclination angle of the tilted parts is set within the range of 25 to 50 DEG relative to the longitudinal direction of the propeller blades.",2005,F03D   1/0608; Y02E  10/721; F03D  11/00; B63H   1/26; F05B2240/221; F03D   7/04; F05B2210/16; F05B2240/30; F05B2250/70; B64C  11/18; F03D   1/06; F03D  80/00
16277820,EP20050821100,OFFSHORE STRUCTURE SUPPORT AND FOUNDATION FOR USE WITH A WIND TURBINE AND AN ASSOCIATED METHOD OF ASSEMBLY,NULL,2005,F03D  13/22; E02D  27/425; F03D  13/10; F03D  13/25; F04D  29/26; Y10S 416/06; E02B2017/0091; F05B2240/95; E02D  27/42; Y02E  10/727; E02B  17/027
16277855,EP20050821195,OFFSHORE WIND TURBINE WITH DEVICE FOR ICE PREVENTION,NULL,2005,Y02P  80/158; Y02E  10/721; E02B2017/0091; F05B2240/95; F05B2260/601; Y02E  10/725; F03D  80/40; F05B2240/123; F03D  13/25; F03D  80/50; F03D  11/00; F03D   1/00; F03D   9/00; F03D   9/28; Y02E  10/727
16278061,EP20050821638,DEVICE FOR TRANSPORTING STRUCTURES ON WATER,NULL,2005,F05B2240/93; E02B  17/00; B63B   9/06; E02B2017/0052; E02B2017/0039; E02B2017/0043; Y02E  10/727; E02B2017/0047; F03D   1/00; F03D  13/10; B63B; B63B  35/003; E02B2017/0091; F05B2240/95; B63B  27/08; B63B  35/00; F03D  13/40
16278939,EP20050823866,ELECTRICAL COMPONENT WITH A COOLING CIRCUIT FOR UNDERWATER OPERATION,NULL,2005,F03D  80/00; Y02E  10/727; F03D  80/60; F05B2240/95; F03D  13/10; H02B   1/56; F03D   1/00; H01F  27/12; H02B   7/00
16294698,EP20060014136,Wind turbine with a floating offshore foundation,"The base (10) has a supporting structure (14) for guiding weight of a load (12) downwards. The structure has a lower end area (18) that is located under water (16) in an anchored position of the base. A lifting body (28) is provided for producing lifting force counteractive to the weight. The lifting body is arranged above the lower end area such that the structure hangs at the lifting body. The structure is made of hollow or tubular support units which are connected with each other in a liquid-tight manner. An independent claim is also included for a method for producing, transporting and anchoring a floating offshore base.",2006,F03D  13/20; Y02E  10/727; E02B2017/0065; Y02B  10/30; B63B  21/29; B63B  43/14; B63B  21/50; B63B  35/44; E02B2017/0091; F05B2240/95; E02B  17/00; B63B  21/22; B63B  21/502; B63B   9/06; B63B  75/00; B63B2021/505; B63B2035/446; F03D  13/22
16296092,EP20060016098,Method of operation of a windpark and a windpark,"The method of operating an offshore wind energy park involves detecting a deterioration in the power grid (10) or a signal to allow preparation of the operation of a transfer grid (11). An emergency power source, such as a Diesel generator is placed into operation (15) and its output is stepped up using transformers (25-29) to the power level produced by the park. The regulated input can be provided via a current limiter. Claims include a wind power park using the method.",2006,F03D   7/0284; F05B2260/80; Y02E  10/723; F03D   9/00; F03D   9/257; F03D   9/255; F03D   7/02; F03D   7/048; F03D   7/04; F03D   7/00; F05B2240/95; F05B2270/1071
16318377,EP20060253865,Method and apparatus for replacing a gearbox in a wind turbine,"An apparatus (400) for stabilizing a shaft (402) in an essentially horizontal position while an anchoring object (300) at one end (602) of the shaft is replaced without removal of an object (104) at the opposite end (604) of the shaft that would otherwise tend to destabilize the shaft from its essentially horizontal position includes a half-spool member (401) configured to clamp above and around the shaft to resist torque around a rotor (104), under supports (500) configured to attach to the half-spool member and clamp an underside of the shaft below the half-spool member, and a hydraulic or mechanical brake (518) configured to resist torque on the shaft when the brake is engaged.",2006,Y10T  29/49318; Y10T  29/49721; Y10T  29/4973; Y02E  10/726; F05B2230/61; Y10T  29/4932; F03D  13/10; F05B2230/80; Y10T  29/49229; F03D   1/00; F03D  80/50; Y02P  70/523
16319124,EP20060255199,Corrosion protection for wind turbine units in a marine environment,A corrosion protected wind turbine unit (100) includes a wind turbine unit support structure or foundation (402) implanted in water (406) and an impressed current anode (322) electrochemically coupled to the wind turbine unit support structure of foundation through the water. Also included is a controlled current source (324) configured to receive electrical current from the wind turbine unit or at least one other wind turbine unit located in proximity to the corrosion protected wind turbine unit and further configured to operate the impressed current anode.,2006,F03D  13/22; F05B2260/95; C23F2213/31; F03D  11/04; C23F  13/04; F05B2240/97; Y02E  10/727; C23F  13/02; F05B2240/95
16324936,EP20060701029,LIFTING DEVICE FOR A WIND TURBINE GENERATOR,NULL,2006,B66C   1/425; B66C  23/185; Y02E  10/726; E02B2017/0091; F05B2240/95; Y02E  10/727; F03D  13/40; B66C   1/108; B66C   1/42; F03D   1/00; F03D  13/10; B66C  23/52
16344266,EP20060747631,ANCHORING ARRANGEMENT FOR FLOATING WIND TURBINE INSTALLATIONS,NULL,2006,B63B2035/446; F03D  11/04; F05B2240/93; B63B; F03D  13/22; Y02E  10/727; B63B  21/50; B63B2035/442; F03D  13/25
16348676,EP20060757858,FLOATING WIND TURBINE INSTALLATION,NULL,2006,F03D  13/25; E02B2017/0091; F05B2240/93; Y02E  10/727; B63B; B63B2001/044; B63B   1/048; B63B  21/50; E02B2017/0095; B63B2035/446; F03D   1/00
16350657,EP20060762556,POWER CONTROL OF A WIND PARK,NULL,2006,H02P   9/04; Y02E  40/34; F03D   7/028; F03D   9/00; F03D   9/257; H02J   3/383; F03D   9/255; H02J   3/1885; Y02E  10/763; F03D   7/0284; F05B2240/96; H02J   3/386; Y02E  40/32; H02J   3/16; Y02E  10/563; Y10T 307/522; F05B2240/95; Y02E  10/723
16367694,EP20060812802,A METHOD FOR DAMPING TOWER VIBRATIONS IN A WIND TURBINE INSTALLATION,NULL,2006,F03D   9/255; F03D  11/00; F03D   9/25; B63B  39/00; F03D   7/0224; F03D   7/04; F03D   7/044; F05B2240/93; F03D   7/02; F03D   7/024; F03D  13/25; Y02E  10/727; F03D; F05B2260/96; Y02E  10/723; Y02E  10/725; F03D   7/0296
16380876,EP20070008467,Foundation for an offshore wind farm with at least one sea cable feedthrough,"The foundation has a sea cable feed through, which is provided at a height within a range of 3.5 meters to 5 meters over a sea bed (20). The sea cable feed through is designed for guiding sea cables (24) under an angle of forty degrees to the foundation from a side of the sea bed diagonally upwards. An oval or oval shaped wall breakthrough (12) is provided leading through the cables, where a round pipe is fastened in the wall breakthrough, and the pipe consists of cast iron.",2007,E02D  27/42; F03D   1/00; F03D  11/04; F05B2240/95; H02G   1/10; B63B  21/00; H02G   9/02; F03D  11/00; F03D  13/22; E02B  17/00; E02D  27/52; F03D  13/25; H02G   3/22; F03D  80/00; E02B2017/0095; Y02E  10/727
16387131,EP20070017880,"Method for installing and de-installing a foundation structure, foundation structure and lifting body","The method involves transporting a foundation structure (1) to a place of foundation in a rolling manner and lowering the foundation structure at the place of foundation. The foundation structure is attached at a lowered lifting body in a detachable manner. The lowering of the foundation structure takes place by a venting of the lifting body. Independent claims are included for the following: (1) a method for de-installing a foundation structure for an offshore plant, such as an offshore wind power plant; and (2) a lifting body for a foundation structure of an offshore plant, such as an offshore wind power plant.",2007,B63B  35/44; Y02E  10/727; B63B  21/50; F03D  13/22; B63B2021/505; B63B2035/446; F05B2240/95
16394360,EP20070102745,Vortex shedding cyclical propeller,"A propeller (400) having one or more blades (410) eccentrically mounted to a shaft (420) dynamically changes the blade pitch to produce free vortices in a fluid. For extracting energy from a moving fluid, the fluid flow acting on the blades rotates the propeller (400), while the pitch changes create a fluid flow pattern known as a von Karman vortex street. The resulting time averaged flow field distant from the propeller is a wake flow, and the energy of the fluid flow can be efficiently converted to rotation of a shaft driven device. For propulsion, applied shaft rotation and the dynamic pitch change in a fluid together create a flow pattern that is the inverse of the von Karman vortex street. For either energy extraction or propulsion, the propeller is particularly suited for low flow speeds, where the effects of low Reynolds number induced flow separation on blades may make other propellers inefficient.",2007,F03D   3/06; B63H   1/04; Y02E  10/28; F03D   3/068; B63H   1/08; B64C  11/00; F03B  17/065; Y02E  10/74; B64C  11/006; B63H   1/06; F03B  17/06
16413784,EP20070388086,Seaborne transportation of wind turbine blades,"The present invention relates to a method for transporting a blade for a wind turbine, comprising the steps of lowering said wind turbine blade into water, whereby it floats, and transporting said blade in the water. The invention further relates to a wind turbine blade with its holes sealed, making the blade transportable by floating, and a blade comprising a keel, propeller and a rudder.",2007,B63B  21/56; F03D  13/25; B63B  75/00; B63B  35/003; Y02E  10/721; F03D  11/04; Y02E  10/727; B63B   9/06; F03D   1/06; F16C2360/31; B63B  35/00; F03D  13/40; F05B2240/95
16427829,EP19780100805,TURBO-MACHINE,"1. A fluid-flow machine in the form of a processing machine or a prime mover, having a central shaft (1) disposed perpendicular to the direction of flow and having rotating vanes (2) which are held for rotation in a carrier member (13, 5) connected to the central shaft (1) and which rotate on spindles (3), parallel to the central shaft (1) and lying on a circular path (12) the plane of which lies parallel to the direction of flow, wherein the median planes of all the vanes (2) intersect, in every position of rotation, in an axis (10) which extends through a point on the circular path of rotation (12) at which the direction of flow is tangent to the circle of rotation (12), the position of this axis of intersection (10) remaining unalteral during the rotation of the vanes (2), characterized in that a disc shaped control member (29, 31) having internal or external teeth lying eccentrically to the central shaft (1) is provided perpendicular to the central shaft (1), and parallel to the central shaft (1) are cranks (23) which are each rigidly connected, at one end, to the spindles (3) and at the other end are mounted for free rotation in the control member (29, 31), and that the teeth of the control member engage a gear wheel (26) which rotates about the central shaft (1) and which meshes a with a centrally mounted, fixed or controllable gear wheel (34, 35), the ratio of the pitch circle of the teeth of the control member (29, 31) to the pitch circle of the fixed or controllable gear wheel (34, 35) and the ratio of the lever arm of the cranks (23) to the diameter of the pitch circle of the rotating gear wheel (26) being 1 to 1 in each case.",1978,F05B2260/72; B63H   1/08; F03B  17/06; F03D   3/068; F03D   3/06; Y02E  10/74; Y02E  10/28; F03B  17/067; F05B2260/4031
16469736,EP19810108462,WIND POWER DRIVE FOR VEHICLES AND STATIONARY MACHINES,"Die Erfindung betrifft einen Windantrieb f¸r Wasser- und Landfahrzeuge jeder Art sowie f¸r alle station‰ren Arbeitsmaschinen und Stromerzeuger. Dieser Windantrieb besteht darin, dafl auf einer ‹bertragungswelle Windfl¸gel angeordnet sind, die bei grˆflter Beaufschlagungsfl‰che einen sehr geringen Luftwiderstand aufweisen, wobei auch sonst leistungsschwache Luftstrˆme der Innenzone auch auflen auf die leistungsstarken Fl¸gelspitzen gelenkt werden.",1981,Y02E  10/72; F03D   1/0633; F03D   9/00; F05B2240/93; F03D   1/00; B63H  13/00; Y02T  70/58
16481045,EP19810401749,HIGH LIFT DEVICE FOR WIND-DRIVEN SHIPS AND OTHER APPLICATIONS,"1. A device adapted to be placed in a fluid in movement in a first direction (vector V) in order to produce a carrying force (vector P) in a second direction transversely of the first direction, the device comprising an elongate body (10) having a rounded profile in cross-section in the first direction, means (12) for intaking the fluid into the body in an intake zone (54) situated at least on the trailing edge of the profile on a first side (10a) on which the said carrying force is to be produced and a flap (14a, 14'a) projecting from the body (10) on the trailing edge of the profile on the opposite side (10d) to the second direction, characterised in that the said profile has an elongate leading edge in accordance with a pseudo-elliptical law and a trailing edge in accordance with a semi-circular law, said profile being symmetrical with respect to a single axis of symmetry (XX') which together with the first direction (vector V) defines an angle of incidence (i) directed in the second direction, the maximum thickness (e) of the profile being between 50% and 100% of its length (1) in the direction defined by its axis of symmetry.",1981,B63H   9/04; B64C  21/06; Y02E  10/74; B63H   9/00; F05B2240/201; B64C  21/02; B64C  21/08; Y02E  10/721; B63H   9/02; B64C  21/025; B64C2230/22; F03D   3/007; B64C2230/04; F15D   1/12; B64C2230/06; F03D   5/00; Y02T  70/58; F03D   3/00; Y02T  50/166
16488915,EP19820103160,COMPOUND WIND AND WAVE ENERGY HARNESSING DEVICE,"1. Device for the combined harnessing of wind and wave energy in the vicinity of the sea, consisting of wind-wheels arranged on a floating, anchored body and which are rotatable on axles, and floats arranged on swinging arms, which floats rest on the sea surface and can move upwards and downwards, characterised in that both the axles of the wind-wheels (7), directly via crankshafts (9, 22) and connecting rods (23), and also the floats (15) arranged on swinging arms (16), directly via toothed segments (18) and crank pins, are each linked to piston pumps (10) to provide the drive, which piston pumps suck in sea water via a suction pipe (20) and introduce it via pressure pipes (13) to one or more pressure vessels (11) linked to a generator (12).",1982,F03D  13/25; Y02E  70/10; F03B  13/12; F03D  13/40; Y02E  10/72; F03D   1/02; F03D   3/02; Y02P  80/158; F03D   3/04; F03D   9/00; F03D   9/28; F05B2220/61; Y02E  10/74; Y02E  10/727; F03D   9/008; F03D   9/25; F05B2210/18
16493989,EP19820108589,WIND POWER PLANT WITH AT LEAST ONE ROTATING BLADE,"Die Erfindung betrifft eine Windkraftanlage mit mindestens einem um eine Drehachse drehbaren Fl¸gel. Die Drehachse 5 des Rotors 1 ist schiefwinklig aufgerichtet zur Horizontalen 7 angeordnet, w‰hrend die Nabe 8 zur Aufnahme des Fl¸gelfufles 9 mit zugehˆrigen Energie¸bertragungsmitteln mit einem Auflagerst¸ck 12 verbunden ist. Vorzugsweise wird die Drehachse 5 zur Horizontalen in einem Winkel ? von ca. 45∞ bis 55∞ angeordnet. Jeder Fl¸gel 3 des Rotors 1 ist in einem Winkel ? von ca. 45∞ bis ca 55∞ zur Drehachse 5 ausgerichtet. Der Rotor kann aus einem Arbeitsfl¸gel 3 und einem St¸tzfl¸gel mit Gegengewicht bestehen.",1982,F03D   3/00; F05B2240/93; F05B2260/74; B63H  13/00; F03D   7/02; F03D   7/0224; F03D  13/20; F03D  13/25; Y02T  70/58; Y02E  10/727; F03D   9/32; Y02A  20/141; F03D  80/70; Y02E  10/723; F03D   9/00; F03D   9/14; F03D  11/04; F05B2220/62; Y02E  60/17; F03D; F03D   1/00; F03D   9/008; F03D   9/25; F03D   9/28; Y02E  10/721; F05B2260/79; Y10S 416/08
16509660,EP19820850180,FREELY FLOATING WIND POWER PLANT,"This invention concerns a wind power plant and/or wind motor-driven craft, consisting of a frame (2) floating on a water surface (1) and upon which has been mounted a tower (3) with a wind-driven generator (4), characterized in that the frame (2) consists of a body which is round in the horizontal plane and stable on the water surface.",1982,B63H  13/00; Y02E  10/72; Y02T  70/58; B63B   1/04; E02B2017/0091; F05B2240/95; F03D  13/25; F05B2240/931; Y02E  10/727; F03D   9/00; F03D  11/04; F05B2240/93
16639351,EP19860304131,DRAG REDUCTION ARTICLE,NULL,1986,B05D   3/067; Y10T 428/24322; B62D  35/00; B63B   1/32; F15D   1/004; Y02T  50/166; B05D   1/42; B64C  21/10; B63B   1/34; F15D   1/12; Y10T 428/24612; Y10T 428/2813; B29C  59/02; B29C  59/022; Y02E  10/72; Y10T 428/2457; B05D   5/02; F15D   1/10; Y10T 428/31786; A41D2400/24; B64C2230/26
16672273,EP19870116525,DUCTED PROPELLER,"According to the invention, the ducted propeller in accordance with PCT.EP 8,500,057 is improved in output and quietness by means of four measures. The shroud acts only as a narrow strip at the point of maximum and minimum steepness on consecutive delivery blades. It is applied on the delivery blade at the site where flow separation occurs in the case of a free delivery blade. Transition from shroud to delivery blade with a large radius of curvature. The side edges are also shaped as appropriate for the flow. As a result, the ducted propeller can be used as a general axial propeller and, in reverse operation, also as a fluid-flow engine or turbine. <IMAGE>",1987,B01F  15/00; F04D  29/18; B64C  11/16; B63H   1/14; F04D  29/32; F04D  29/325; Y02P  70/32; B01F   7/00; B64C  11/00; F04D  29/181; B01F   7/00341; F03D   1/06; Y02E  10/721
16695650,EP19870901148,DEVICE AT MEMBERS FORMING PART OF A TURBO MACHINERY AND A METHOD OF PRODUCING SUCH MEMBERS,"HÈlice produite ‡ partir de matiËre plastique armÈe, possÈdant une pluralitÈ de sections d'armature (4, 6) disposÈes de sorte que le sens de l'armature et/ou la structure et/ou le matÈriau dans une section (4) diffËre de l'armature correspondante dans une autre section (5, 6), mais que le matÈriau d'armature dans une section s'Ètende principalement dans la mÍme direction, l'hÈlice Ètant en outre conÁue de telle maniËre que les dÈformations provoquÈes par les charges et les contraintes optimisent son pas lors de l'accroissement de la charge.",1987,B63H   1/26; F01D   5/282; F03B   3/12; Y02E  10/721; F04D  29/38; F04D  29/18; Y02T  50/672; F03D  11/00; B29C  70/06; B64C  11/26; F01D   5/28
16702983,EP19880102512,AERODYNAMIC BODY SURROUNDED WITH AIR OR WATER,"By means of a diaphragm (20) arranged its wall surface, the aerodynamic body (100) can be converted into an aerodynamic body with a changed boundary and enlarged surface for producing local excess velocities and therefore controllable vacuum zones by active volumetric flow of a fluid into the intermediate space (25) between the aerodynamic body and the diaphragm (20). <IMAGE>",1988,F03D   1/0641; F05B2210/16; F05B2240/301; B63B   1/08; B63B2035/009; B63H   9/061; B63H  25/38; F05B2240/311; B63H  25/382; B64C   3/30; B64C  23/00; Y02E  10/721; B63B  41/00; F05B2240/31; B63H   9/06; F03D   1/06
16774270,EP19890202445,ROTOR FOR A WIND MOTOR,"Die Erfindung betrifft einen durch Windkraft antreibbaren Rotor mit vertikaler Drehachse und radialen an dieser befestigten, in gleichen Winkelabst‰nden ¸ber den Umfang verteilten Rotorarmen, die Kˆrper mit einem aerodynamischen Profil in der Weise tragen, dafl eine Profilseite bei senkrechter Anstrˆmung einen geringeren Luftwiderstand als bei Anstrˆmung von der gegen¸berliegenden Seite aufweist. Bekannte Vertikalrotoren sollen einfach aufgebaut und mit geringen Investitionskosten herstellbar sein. Dabei soll ihr Wirkungsgrad jedoch mˆglichst hoch sein, so dafl sie sich wirtschaftlich zur Gewinnung von Windenergie einsetzen lassen. Hierzu wird der gattungsgem‰fle Rotor derart weitergebildet, dafl die Rotorarme aus einer oder mehreren in vertikalen Ebenen liegenden Schlaufen mit einem aerodynamischen Profil bestehen, wobei die Profilform ¸ber die gesamte L‰nge der Schlaufe im wesentlichen konstant gehalten wird.",1989,B63H   1/265; F03D   3/061; Y10S 415/905; Y10S 415/907; F05B2240/214; F03D   3/06; F05B2240/213; B63H   1/26; F05B2240/212; Y02P  70/523; F03D  11/00; Y02E  10/74
16789252,EP19890400766,"ROTARY NON-POSITIVE MACHINE, APPLICABLE AS PUMP, COMPRESSOR, PROPELLOR, GENERATOR OR MOTIVE TURBINE","Machine rotative ‡ dÈplacement non positif utilisable comme pompe, compresseur,propulseur,gÈnÈrateur,ou turbine motrice, du type comportant au moins une aube (12) enroulÈe en spirale creuse et au moins une pale (11) situÈe autour de l'axe de rotation de la dite machine,contenues dans une enveloppe circulaire (14) entourant extÈrieurement le rotor,comprenant:la dite pale (11) qui recoit sur l'avant de son bord extÈrieur la dite aube (12) progressant toutes deux avec un pas diffÈrent mais simultanÈment tant diamÍtralement (15) que longitudinalement (13) vis ‡ vis de l'axe de rotation,et l'enveloppe circulaire(14) placÈe en amont du rotor (1ÿ) comportant des ÈlÈments de compression du fluide,de sorte ‡ ce que le dit fluide soit entrainÈ d'abord par les aubes (12) du rotor (1ÿ) en un flux pÈriphÈiruqe contenu et comprimÈ par l'enveloppe circulaire forÁant l'entrÈe du fluide et canalisÈ ensuite par les pales (11) du rotor (1ÿ) en un flux central.",1989,F04D   3/00; B64C  11/005; B63H   1/14; F04D  29/44; F04D   1/04; F04D  29/18; B63H   5/14; F03D   1/06; F03D   1/0608; F05B2250/25; F01D   1/00; F03B   3/12; F04D  29/183; B64C  11/00; F05B2240/243; F05B2250/232; F04D   1/00; Y02E  10/223; Y02E  10/721
16809945,EP19900105526,Z-type stearable balanced power transmission.,"The power transmission system, especially for transmitting power through gears and shafts in a Z-formation between a power unit and an output element (30) such as a propeller, consists of housings (1,2) containing gears linked to the output element and power unit, and coaxial and contra-rotating shafts between them. The shafts are connected to bevel gear systems (21-28) inside the two housings, forming variable ratio gears and clutches. The systemm can be applied to both ships and aircraft, and can also be employed for wind-powered generators.",1990,B63H  20/16; B63H  20/20; B63H  21/28; B63H  20/10; B63H  20/12; B63H  20/106; F16H  48/00; B63H  20/14; B63H   5/125; B63H   5/10; B63H  23/04
16866185,EP19910101357,Variable foil profile.,"In an aerofoil profile - irrespective of whether it is for a sailing boat or the wing of an aircraft or of a helicopter - it is desirable to be able to vary the profile shape, the central region of the profile, that is to say the basic shape of the profile, preferably being intended to be essentially maintained. Furthermore, if possible, it is intended to carry out a gradually small change in the profile shape which, however, covers a large region of the overall profile, in contrast to the previous solutions of slats, airbrakes, and flaps etc. To this end, the aerofoil cross-section consists of a front, a centre and a rear segment, which are connected to one another hinged about an axis at right angles to the skeleton line of the aerofoil, and the outer skin of the profile being firmly connected at least to the leading edge of the front segment and being displaceable with respect to the outer surfaces of the rear segment, the outer skin of the aerofoil consisting of an adequately flexible material which nonetheless retains its shape. The advantage of such a structure is in a relatively low energy requirement and simpler operation of the relevant vehicle. <IMAGE>",1991,B63H   9/06; Y02E  10/721; B63H   9/061
16938371,EP19920120451,Multiblock-Robot,"In a robot system having modes of operation specific to the robot and consisting of robot-block standard parts of approximately identical construction, the function, the flexibility of use and the range of use are to be further extended and the overall dimensions are to be further reduced. To achieve this object, it is proposed according to the invention that, in addition to the robot-block standard parts (1) having drive motors (8) which are fastened laterally to the outer walls of the current and information channels (3), robot-block standard parts (1) with current and information channels (3) be used which are themselves designed as a drive motor core and are enclosed by inner windings (8'') which, via the air gap necessary for the motor, are enclosed by outer windings (8') which are surrounded by a housing (19) which is rotatably mounted with ball bearings (20) at the current and information channels (3) and is fastened with the intermediate ring (21) to the block housing (9), and that the outer windings (8') and the inner windings (8'') serve as both rotor windings and stator windings and consequently either the rotary-flange push-in connections (2) with current and information channel (3) are driven or the block housing (9) is driven, and that the outer windings (8') and the inner windings (8''), during supply of current to the current and information channel (3), exert a drive force on the rotary-flange push-in connections (2) or the block housings (9), which are constructed with end members (24), consisting of tools, wheels and rotor blades, and are used for multi-axis sequences of movement in robots, machine tools, fans, turbines and electric vehicles, and, in the case of a separate drive of the end members (24) by wind forces, braking effects of wheels, fans, turbines, rotor blades, tools, the outer windings (8') and the inner windings (8'') come into effect as a generator and current is fed into the current and communication channels (3). <IMAGE>",1992,B25J  17/02; B60K   1/02; B64D  47/00; B25J  19/0029; H02K  11/00; H02K  11/0094; Y02E  10/72; Y02T  10/641; B25J  19/00; B60K   7/00; B63H  23/24; F03D   9/25; F03D   9/255; B25J   9/08; F03D  80/00; H02K  16/00; B25J  17/0241; B60K   7/0007; F03D   1/025; H02K   7/14
17087095,EP19940930958,SURFACE OF A BODY IMMERSED IN A FLUID FLOW,NULL,1994,F01D   5/145; F01D  25/00; B63B   1/36; B64C2230/26; F03D   1/0608; F04D  29/688; F05B2240/301; F05D2240/31; Y02E  10/721; B63H   1/28; B64C2230/28; F04D  29/681; F05B2250/611; Y02T  50/166; B64C  21/10; Y02T  50/673; Y02T  70/121; F01D   5/14; F04D  29/68; F05B2240/32; F05D2240/301; F05D2250/611; F15D   1/12
17133540,EP19950915805,SAIL FOR WIND-POWERED CONVEYANCES,NULL,1995,B63H   8/00; B63H   9/061; B63B  35/79; B63H   9/06
17138192,EP19950923202,OFFSHORE WIND-/WAVE-ENERGY CONVERTER,NULL,1995,E02B2017/0091; F05B2240/95; F03D   9/008; F03B  13/144; Y02E  10/725; Y02E  10/38; F03D   9/00; F03B  13/14
17212469,EP19960938860,SHAFT PHASE CONTROL MECHANISM,NULL,1996,B63H   5/10; F03D   7/02; F03D  11/02; F05B2260/4031; F16H  35/00; F01L   1/352; Y02E  10/723; B23B  31/36; Y02E  10/722; F03D   7/0224; F03D   7/04; F03D  15/00; F03D  15/10; F05B2260/40311; F16H  35/008; F16H  35/18; F16H  37/06; Y10T  74/19093; B64C  11/32; B23B  31/28; B64C  27/54; F16D   3/10; Y10T  74/19084; B64D  31/12; Y10T  74/1956
17218008,EP19970100839,Propeller unit in a gondola,"The system has a gondola (1) fixed or rotatably mounted in a vertical tunnel and attached via a flow dynamically coated strut (2) to the underside of a ship or to a windmill tower. It contains a synchronous machine. Each end of the gondola carries a contrarotating propeller. One propeller is attached with the rotor to a rotor axle (6) and the other with a stator to a coaxial stator shaft. The rotor axle is mounted in the gondola housing by a journal and thrust bearing (9). The second journal bearing is mounted in the hollow stator shaft (11), which is sealed wrt. the propeller, has a journal and thrust bearing (10) wrt. the gondola housing and a force-locking connection to the stator housing. The stator housing is centrally attached on the rotor propeller side to the rotor axis via the second journal bearing. Each axle is sealed wrt. the housing against water ingress by a stop bush (17).",1997,B63H   5/10; F03D   1/02; F03D  80/70; Y02E  10/725; F03D   9/25; B63H  21/17; B63H  23/24
17271918,EP19970925177,WAVE ENERGY CONVERTER,NULL,1997,Y02E  10/32; F03B  13/142; F03D   9/00; F03D   9/25; Y02E  10/725; Y02E  10/38; F03B  13/14; F05B2240/95
17285233,EP19970946826,APPARATUS FOR GENERATING ELECTRIC POWER USING WIND FORCE,NULL,1997,F05B2240/95; B63B2035/4466; F03D   7/02; F03D  13/25; F03D   7/0236; Y02E  10/723; F03D   1/00; F03D  11/04; F05B2210/18; Y02E  10/727; F03B  13/10
17334002,EP19980902980,SAIL FOR A WIND-POWERED VEHICLE,NULL,1998,B63H   9/1021; B63H   9/06; B63H   8/00; B63B  35/79; B63H   9/10
17357356,EP19980942970,"RAIN, WIND, WAVE, AND SOLAR ENERGY 4-IN-1 ELECTRIC GENERATING INSTALLATION",NULL,1998,F03D   9/25; F03B  13/12; F03D   9/00; F03B  13/00; Y02E  10/725; F03D  13/25; Y02E  10/727
17393482,EP19990124712,Method of control of an offshore wind turbine,"Verfahren zum Betreiben einer Offshore-Windenergieanlage, die mit einer Einrichtung zum Eingriff in die einwirkenden Windlasten auf den Rotor versehen ist, mit den Schritten Erfassen der St‰rke des auf die Rotorbl‰tter einwirkenden Windes, Erfassen der Hˆhe von sich auf die Windenergieanlage zu bewegenden Wellen, Berechnen der sich aus der Windlast und der Wellenlast ergebenden, von der Gr¸ndung aufzunehmenden Gesamtlast, und Bewirken eines lastvermindernden Eingriffs auf den Rotor, dann, wenn die bei Auftreffen der Welle auf den Turm zu erwartende Gesamtlast eine Grenzlast ¸berschreitet. <IMAGE>",1999,F05B2240/95; F05B2270/32; F05B2270/805; F03D   7/043; Y02E  10/723; F03D   7/0292; F03D   7/04
17402279,EP19990304418,Fluid rotor with spherical vanes,The invention provides an improved vane system comprising of two or more vanes (10) being part of a spherical section related to a hub (100) characterised in that; an operative concave surface (14) of the said vane (10) being a part of the spherical section; an operative convex surface (16) of the said vane (10) being part of a spherical section and the said vane (10) having an operative anterior lateral border (22) with an operative posterior lateral border (24) having a free superior tip (20) and an inferior edge (18) related to the said hub (100) by which the vane (10) is angularly displaced around an axis being parallel to the velocity and the drift of the fluid. <IMAGE>,1999,F03D   3/06; F04D  29/324; Y02E  10/74; F04D  29/24; F04D  29/38; F03B   1/00; F03B  17/00; F03D   1/06; F04D  29/384; Y02E  10/721; F04D  29/32; F01D   5/14; F01D   5/141; F03D   3/061; Y02E  10/223; F03B   1/02; F03D   1/0608; F04D  29/242; Y02E  10/20; Y02T  50/673; B63H   1/26; F04D  29/30; F05B2250/241
17418473,EP19990906079,"METHOD FOR INSTALLATION OF WIND TURBINES AT SEA, FOUNDATION FOR WIND TURBINES AND USE OF SUCH FOUNDATION",NULL,1999,E02B2017/0082; F03D  13/25; B66C  23/185; E02B2017/0039; F03D  11/04; F05B2230/6102; Y02P  70/523; F03D  13/10; E02B  17/025; B66C  23/52; E02B  17/0017; E02B  17/02; E02B2017/0091; F05B2240/95; F03D   1/00; Y02E  10/727; B63B  35/003; F03D  13/40
17454491,EP19990964414,METHOD FOR LAYING ELECTRICAL CABLES FROM A FIRST OFFSHORE WIND POWER PLANT TO A SECOND OFFSHORE WIND POWER PLANT,NULL,1999,E02B2017/0091; F05B2240/95; H02G   1/10; F03D  13/25; H02G   9/02; F05B2240/93; H02G   1/08; Y02E  10/727; E02B2017/0043; F03D   9/25; F03D   9/257; E02B2017/0039; E02B2017/0095
17456562,EP19990967880,DEVICE FOR PREVENTING PENETRATION OF CORROSIVE SALT PARTICLES IN AN OFFSHORE WIND ENERGY FACILITY,NULL,1999,E02B2017/0091; F05B2240/95; B01D  45/04; B01D  45/16; F03D  80/00; B01D  45/06; B01D  45/12; F03D  13/25; Y02E  10/727; Y10S 415/908; B01D  46/00
17551397,WO2000ES00138,WIND-OPERATED GENERATOR,Wind-operated generator characterized in that it comprises the following elements: a cylindrical receptacle (1) wherein is housed a hollow body (2) which can turn and which contains a sufficient liquid quantity to ensure the flotation of the hollow body (2); a lid (23) for the hollow body (2); a series of vains (4) which are integral with the lid of the hollow body (2); a plurality of electricity generators (5) having shafts to which are mounted wheels (61) which are intended to be in contact with the body (2) when the latter is rotating; supports (61) provided with guides (6) to which are mounted the generators (5) with possibilities of displacement; and a pushing device intended to control the displacement of the generators (5) on the guides (6) thereby approximating the generators (5) towards the hollow body (2) when the latter is rotating at a set speed.,2000,F03D   3/00; F03D   3/06; F03D  80/70; F05B2240/216; F03D   3/005; F03D   7/06; F03D   9/25; Y02E  10/727; Y02E  10/74; F03D  13/20; F03D  13/25; F03D  15/10; F05B2240/93; F05B2260/4031
17553128,WO2003ES00344,WINDMILL ROTOR COMPRISING MULTIPLE SEPARATE WIND CHANNELS,"The invention relates to a windmill rotor comprising multiple separate wind channels, whereby the axis of the rotor is parallel to the direction of the wind. The inventive rotor comprises various cylinders which are concentric to the axis of rotation. According to the invention, the aforementioned cylinders are interconnected by means of different curved walls in the form of radial ribs, said walls forming numerous independent channels for the passage of the wind. The channels are designed such that the direction of the wind changes between the entry and exit thereof. The flow section also changes inside said channels, thereby altering the wind speed modulus.",2003,F03D   1/06; F05B2240/33; Y02E  10/721; B63H   1/16; F03D   1/0608
17584338,ES19900001923,Floating platform with propeller-type wind-powered generators,"Floating platform with propeller-type wind-powered generators which consists of a metallic structure B which supports a number of propeller-type wind-powered generators, in a lightweight casing in order to avoid interference, and a panel E positioned orthogonally, which acts as wind vane (wind inclination meter, wind telltale), all the aforesaid supported by a circular float A. In order to fix this floating platform, it has, underneath, another piece C which is circular and joined by a hollow shaft on bearings, and secured to the ground by means of chains or cables and the corresponding anchors or moorings. In the event of there being a tide, it has a counterweight D for keeping the moorings taut. It may be installed in the sea, lakes and special pools. The electricity produced by the wind-powered generators is removed by the hollow shaft F to the outside. <IMAGE>",1990,Y02E  10/72; F03D   1/02
17603956,ES19940000107,"Process for manufacturing aerodynamic profiles for wind- powered generator, aerodyne and similar blades","Process which consists in covering moulds or mandrels 2 with complexes of fibres impregnated with synthetic resins, all the covered mandrels 2 then being combined securely by means of a transverse anchoring device, for the incorporation of the assembly between individual layers 15 and 16, also formed by a complex of fibres impregnated with synthetic resins, all this being included between a pair of moulds 3 and 4 in order, finally, for the assembly to undergo a curing process under specific conditions of pressure and temperature. <IMAGE>",1994,Y02P  70/523; B29D  99/0025; B64C  27/473; F03D   1/06; Y02E  10/721; F03D   1/0675
17607472,ES19940002360,"Installation for producing electrical power from the sea with two alternatives, one for the coast and another for out at sea","The installation is composed of a float F0 which serves to keep at the same depth the floats F1, F2, F3, F4 which are associated with the connecting rods B and B' and with the guideways D and D', respectively, which transmit the power to the inertia discs DS; the generators G1, G2, G3, G4, G'1, G'2, G'3, G'4 which are activated by their corresponding inertia discs DS; the generator G5 associated with a water (drowned) turbine and the float F5; the aeolian (wind-powered) generators G6 and G7 located in the shaft CH; the generators G8 and G'8 which are associated with the guideway D', the connecting rod B' and the rack CR. It is an integral model for utilizing the sea's energy. The alternative for location out at sea does not use the systems connected with G8, G6 and G5. <IMAGE>",1994,E02B   9/08; Y02E  10/38; F03D   9/20; F03B  13/20; F03D   3/06; Y02E  10/74
17610269,ES19950000949,Equipment for rendering salt water drinkable through pneumatic energy,"Equipment for rendering salt water drinkable through pneumatic energy. The invention essentially comprises equipment for the generation of drinking water which is driven by alternative power sources and comprises various solar panels or parabolic cylindrical collectors (A) which heat seawater (B) to a suitable temperature, storing it in a thermally insulated tank (C) which has sufficient capacity to supply the needs of the drinking water generating machine (D). This machine comprises a cylinder closed at both ends within which a double action piston moves alternately in the case of limited batch production or an endless screw whose external section rubs elastically against the interior of the cylinder in the case of continuous production, the said piston and the said endless screw being driven by a conventional mechanism driven by the force and movement provided by a windmill (E). <IMAGE>",1995,F03D   9/17; Y02A  20/212; C02F   1/14; Y02A  20/128; Y02A  20/141; Y02E  10/72; C02F; C02F   1/04; F04B  53/12; C02F2201/009; Y02A  20/129; Y02A  20/142; Y02A  20/211; Y02P  70/523
17611386,ES19950001645,Improved wind-powered (aeolian) generator,"Generator consisting of a vertical tower, anchored to a solid base on the ground, which supports a set of drive elements consisting of pairs of blades which are concave on one side and convex on the other in such a manner that they gather the wind which causes them to rotate and move a shaft integral with all of them. Thus, wind power is converted into mechanical power in the aforesaid shaft which is connected mechanically to the rotor of an electric generator in order to produce electrical energy. This wind-powered generator is of use in rural areas remote from the national grid and is capable of operating with very gentle winds. Moreover, it may be painted to minimize its environmental impact. <IMAGE>",1995,F03D   3/06; Y02E  10/74
17616623,ES19960001789,ROTOR PARA GENERADORES.,"Rotor para generadores. El rotor est· basado en que las correspondientes palas (2) van montadas por parejas en un plano horizontal y paralelo a la direcciÛn (7) del fluido (agua o aire), que incide sobre esas palas (2), ofreciendo una superficie (4) o (41) de m·xima resistencia al movimiento del fluido, y otra superficie (5) con un borde estrecho (6) que ofrece una mÌnima resistencia al movimiento del referido fluido, todo ello de manera tal que las palas (2) de cada pareja son de igual peso y al estar dispuestas a uno y otro lado del correspondiente eje rotacional (3) dan lugar a un perfecto equilibrio gravitacional entre las mismas. Las palas puede ir montadas de manera est·tica respecto del soporte (1) que monta sobre el eje rotacional (3), o bien ir las palas (13) montadas de manera giratoria para poderse posicionar autom·ticamente seg˙n una disposiciÛn vertical o una disposiciÛn horizontal, ofreciendo una m·xima resistencia y una mÌnima resistencia al movimiento del fluido.cFiguras 1y 9.",1996,F03D   3/06; F05B2210/16; F05B2240/216; Y02T  70/59; B63H  19/04; B63H   9/00; Y02E  10/74; B64B   1/50; F03D   3/061; F05B2210/18
17631939,ES19990001380,UN GENERADOR EOLICO.,"Un generador eÛlico; caracterizado porque comprende los elementos siguientes: -un recept·culo cilÌndrico (1), -un cuerpo hueco (2) que se encuentra alojado en el recept·culo (1) con posibilidad de giro, encontr·ndose alojada en dicho recept·culo (1) una cantidad de lÌquido suficiente para asegurar la flotaciÛn del cuerpo hueco (2), -una tapa (23) para el cuerpo hueco (2), -una serie de aspas (4) solidarias a la tapa del cuerpo hueco (2), -varios generadores de electricidad (5) sobre cuyos ejes se encuentran montados unas ruedas (51) destinadas a contactar con el cuerpo (2) durante el giro de Èste, -unos soportes (61) provistos de unas guÌas (6), sobre las que se encuentran montados los generadores (5) con posibilidad de desplazamiento y -un dispositivo de empuje encargado de controlar el desplazamiento de los generadores (5) sobre las guÌas (6), provocando su aproximaciÛn al cuerpo hueco (2) cuando Èste se encuentra girando a una determinada velocidad.",1999,F05B2240/93; F03D   3/005; F05B2260/4031; F03D  13/20; F03D  13/25; F03D  15/10; Y02E  10/74; F03D   3/00; F03D   3/06; Y02E  10/727; F03D   9/25; F05B2240/216; F03D   7/06; F03D  80/70
17644337,ES20000922479T,TURBINA EOLICA MARINA CON REFRIGERACION POR LIQUIDO.,"Una turbina eÛlica que comprende una parte estacionaria que incluye una torre que se extiende sustancialmente vertical, una gÛndola que comprende un rotor eÛlico que tiene, al menos, una paleta dispuesta es un ·rbol principal, que tiene un eje de rotaciÛn sustancialmente horizontal, y un sistema de transmisiÛn de potencia, un sistema de guiÒada compuesto por una parte estacionaria de guiÒada que est· fijada a un extremo superior de la torre y una parte mÛvil que est· fijada a la gÛndola, estando diseÒadas la parte estacionaria de guiÒada y la parte mÛvil de manera que la gÛndola estÈ soportada verticalmente y horizontalmente por la torre, y pueda pivotar en relaciÛn con la torre respecto a un eje de guiÒada sustancialmente vertical, y que se caracteriza por un sistema de enfriamiento para transferir calor desde el sistema de transmisiÛn de potencia, comprendiendo el sistema de enfriamiento un primer medio de conducciÛn para conducir un flujo de lÌquido de enfriamiento desde la parte estacionaria de la turbina eÛlica a la gÛndola durante las condiciones de funcionamiento normal, un medio de bombeo para bombear el flujo de lÌquido de enfriamiento a travÈs del primer medio de conducciÛn y del primer medio de intercambio de calor, para transferir calor desde el sistema de transmisiÛn de potencia al lÌquido de enfriamiento.",2000,F03D  15/00; F03D  80/60; Y10S 415/908; F05B2240/95; Y02E  10/726; F03D  13/25; F16L  39/04
17645735,ES20000936678T,AMORTIGUACION DE OSCILACIONES EN TURBINAS EOLICAS.,"Una turbina eÛlica que comprende: una parte estacionaria que incluye una torre que se extiende sustancialmente vertical y una cimentaciÛn a la cual se fija una parte extrema inferior de la torre, una gÛndola que comprende un rotor eÛlico que tiene, al menos, un ·labe dispuesto en un ·rbol principal que tiene un eje de rotaciÛn sustancialmente horizontal, y un sistema de transmisiÛn de energÌa, un sistema de guiÒada que comprende una parte estacionaria que est· fijada a una parte extrema superior de la torre y una parte mÛvil que est· fijada a la gÛndola, estando diseÒadas la parte estacionaria y la parte mÛvil de manera que la gÛndola este soportada vertical y horizontalmente por la torre y pueda pivotar con relaciÛn a la torre respecto a un eje de guiÒada sustancialmente vertical.",2000,F03D   7/02; F03D  13/20; F05B2260/96; F03D   1/06; F03D  80/00; Y02E  10/721; Y02E  10/726; F05B2200/23; F03D   7/04; F05B2240/95; Y10S 416/06; Y10S 416/50
17646874,ES20000945889T,ROTOR CON PALA PARTIDA.,"Rotor (1), que al funcionar es atravesado por un fluido en una direcciÛn de la corriente principal (H), con una pala (4) montada giratoria alrededor de un eje del rotor (2), la cual se extiende como mÌnimo por tramos en el fluido, separ·ndose del eje del rotor, y dividiÈndose a una determinada distancia (A) de dicho eje del rotor en por lo menos dos palas partidas (5, 6), de manera que una de las palas partidas (5, 6) est· curvada en un sentido de giro (D) mientras que la otra pala partida (5, 6) est· curvada en sentido opuesto al sentido de giro (D) alejada de la pala del rotor (4), y en que ambas palas partidas (5, 6) coinciden cerr·ndose en forma de lazo, caracterizado por el hecho de que, al funcionar, la pala del rotor (4) genera una fuerza propulsora y/o un momento de giro alrededor del eje del rotor (2), y por el hecho de que el eje del rotor (2) pasa a travÈs de la superficie circundada por el lazo (12).",2000,B63H   1/26; B64C  11/16; F04D  29/24; F04D  29/38; B64C  11/18; B64C  27/467; Y02T  50/673; B63H   1/18; B63H   1/265; F01D   5/141; Y02E  10/721; F03D   1/06; F03D   1/0608; B63H   3/00; F04D  29/242; B64C  27/00; F01D   5/14
17647297,ES20000949353T,PUENTE DE DESEMBARQUE.,"InstalaciÛn de energÌa eÛlica marina con un puente de desembarque como lugar de atraque (28) para barcos, asÌ como zona de aterrizaje (25) para helicÛpteros, y una conexiÛn com˙n de pasarela (32) del lugar de atraque (28) y la zona de aterrizaje (25) a la instalaciÛn de energÌa eÛlica, en la que el puente de desembarque est· cimentado de forma flotante en el mar y puede girarse alrededor de la instalaciÛn de energÌa eÛlica (2), estando provisto el puente de desembarque de una plataforma (22) del lado superior sobre la que est· dispuesta la zona de aterrizaje (25) y en su borde el lugar de atraque (28).",2000,E01D  15/14; E02B2017/0069; F03D  13/22; Y02P  70/523; B63B  35/50; F03D  13/25; F05B2230/60; Y02E  10/727; E02B  17/025; E02B2017/0073; E02D  27/425; F03D  13/10; F03D  13/40; Y02B  10/30; E01D  15/24; E02B2017/0091; F05B2240/95; B63B  35/44; E02B  17/027; E02D  27/42; F03D   1/00; B63B  22/02; E01D  11/02; F03D  11/04; F05B2230/80
17650223,ES20000972950T,PROCEDIMIENTO Y APARATO PARA INSTALAR Y TRANSPORTAR UNA CENTRAL DE ENERGIA MARINA.,"Procedimiento de instalaciÛn de una central de energÌa eÛlica marina (1) en el mar y/o transporte de una desde el mar, por ejemplo, con fines de mantenimiento, comprendiendo dicha central de energÌa eÛlica una base (2) para su montaje en el fondo del mar y una torre (3) acoplada a la base, central de energÌa eÛlica que se transporta hasta un lugar de instalaciÛn en alta mar por medio de una embarcaciÛn de transporte (4) y se hace descender al fondo del mar y/o se levanta del fondo del mar y se transporta a tierra firme/hasta la costa por medio de una embarcaciÛn de transporte, caracterizado porque la central de energÌa eÛlica se hace descender aÒadiendo agua de lastre en un tanque de agua de lastre (6, 7) previsto en la central de energÌa eÛlica y porque la central de energÌa eÛlica se eleva reduciendo la cantidad de agua de lastre en el tanque de agua de lastre, estando diseÒado el tanque de agua de lastre (6, 7) de modo que la central sea capaz de flotar y sustentar su propio peso en el agua cuando el tanque de agua de lastre (6, 7) est· vacÌo y, de forma correspondiente, la central de energÌa eÛlica se hundir· hasta el fondo del mar cuando el tanque de agua de lastre (6, 7) se llene parcial o totalmente de agua.",2000,F03D  13/22; Y02P  70/523; F03D  13/25; F05B2240/93; B63B  35/003; E02B  17/02; E02B2017/0065; E02D  27/425; F03D  13/10; F03D  13/40; E02B2017/0091; F05B2240/95; F03D  11/04; F05B2230/6102; Y02E  10/727; E02B  17/04; E02D  27/42; F03D   1/00
17650664,ES20000977326T,ROTOR DE PALA UNICA O DE MULTIPLES PALAS.,"Rotor de pala ˙nica o de m˙ltiples palas para su uso con un generador o reactor de flujo de fluidos, comprendiendo dicho rotor una parte (12) central que est· adaptada para montarse sobre un eje giratorio, comprendiendo adicionalmente el rotor al menos una pala (11) radial montada sobre un extremo de la parte (12) central, teniendo cada pala un borde (16) de ataque y un borde (17) de fuga entre su un extremo y su extremidad radialmente m·s externa, teniendo dicha al menos una pala una cara (14) reactiva al fluido que tiene la configuraciÛn de al menos una curva logarÌtmica que se conforma sustancialmente con la secciÛn ·urea, teniendo la al menos una pala una cara (15) remota que est· alejada de la cara (14) reactiva, caracterizado porque dicha cara (15) remota tiene tambiÈn la configuraciÛn de al menos una curva logarÌtmica que se conforma sustancialmente a la secciÛn ·urea, y dicho borde (17, 16) de fuga y/o de ataque del rotor tiene una curvatura que se corresponde con al menos una curvalogarÌtmica que se conforma sustancialmente a la secciÛn ·urea.",2000,F05B2200/23; F05D2240/30; Y02E  10/721; B63H   1/26; F04D  29/38; Y02T  50/673; F01D   5/14; F05D2200/23; F03D   1/06; F03B   3/121; F04D  29/384; F03B   3/12; F05B2240/30; Y10S 416/02; F01D   5/141; F03D   1/0608; Y02E  10/223
17660544,ES20010915121T,INSTALACION DE ENERGIA EOLICA FUERA COSTA FLOTANTE.,"Dispositivo de generaciÛn de energÌa marÌtima que comprende por lo menos un molino de viento (10) montado en una base flotante (4), presentando dicho por lo menos un molino de viento (10) un compartimiento de la m·quina (2) montado en la parte superior de una torre (1) y estando fijada dicha base (4) al fondo del mar o de un lago mediante una conexiÛn, caracterizado porque la base (4) comprende por lo menos dos depÛsitos (18) y por lo menos una unidad (7) para desplazar lÌquido entre los depÛsitos (18) o los depÛsitos (18) y los alrededores.",2001,F05B2240/95; Y02E  10/727; E02B2017/0091; B63B2035/446; F03D  13/25; Y10S 415/908; F05B2240/93
17661298,ES20010923565T,SISTEMA COMPACTO CON TECNOLOGIA DE ONDAS MILIMETRICAS PARA DESHELAR Y/0 PREVENIR LA FORMACION DE HIELO EN LA SUPERFICIE EXTERIOR DE ESTRUCTURAS PARA ESPACIOS HUECOS O MONOCASCO EXPUESTAS A LOS AGENTES METEOROLOGICOS.,"Estructuras para espacios huecos o estructuras monocasco estables dimensionalmente con un sistema compacto, incorporado, con tecnologÌa de ondas milimÈtricas para deshelar y/o prevenir la formaciÛn de hielo en la superficie exterior, expuesta a los agentes meteorolÛgicos, donde las paredes de las estructuras de los espacios huecos son de materiales compuestos, endurecidos, termopl·sticos o duropl·sticos con propiedades dielÈctricas, dado el caso en combinaciÛn con otros materiales como espumas, cuyas formaciones fibrosas son de fibras de carbono, fibras de vidrio, fibras de polÌmero, fibras de poliamida, fibras de polietileno o fibras de aramida, y estan revestidas (las paredes) por sus superficies exteriores, expuestas a los agentes atmosfÈricos, con una pelÌcula met·lica como protecciÛn contra los rayos; y donde el sistema de tecnologÌa de ondas milimÈtricas se compone de, al menos, una fuente de ondas milimÈtricas, que irradia en la regiÛn de frecuencias = 20 GHz y cuya potencia se puedecontrolar accionada por impulsos o continuamente, caracterizadas por que, al menos, el frente amenazado de formaciÛn de hielo de la correspondiente estructura tiene una conformaciÛn laminar, que se compone de una pieza moldeada, como estructura portante, de material compuesto dielÈctrico de una resistencia al cizallamiento, a la presiÛn y a la flexiÛn adaptadas a la solicitaciÛn, y la pelÌcula exterior met·lica, que esta directamente expuesta al aire incidente, esta unida de forma elÈctricamente conductora junto con otras estructuras constructivas colindantes o inmediatamente adyacentes de superficie met·lica, de modo que se forme un espacio hueco/c·mara met·lica cerrado; por que se ha instalado en el espacio hueco o en las c·maras de cada uno de dichos cuerpos moldeados, al menos, un sistema de ondas milimÈtricas accionable individualmente, que se compone de, al menos, una fuente de ondas milimÈtricas con fuente de alimentaciÛn y mecanismo de desacoplamiento, compuesto de guiaondas y estructura de desacoplamiento; por que la estructura de desacoplamiento esta emplazada a lo largo del interior del cuerpo moldeado hacia el frente exterior, atacado por la corriente de aire, de modo que la onda milimÈtrica desacoplada choque interiormente a lo largo de ella con un frente de onda o casi con un frente de onda de la superficie libre interior del material compuesto, penetre en el y caliente la regiÛn frontal, que se encuentra allÌ, del volumen de material compuesto por la acciÛn de las ondas milimÈtricas por calentamiento volumÈtrico, de tal modo que, por un lado, el material compuesto quede en cada punto, por la acciÛn de la onda milimÈtrica, muy por debajo de la temperatura de exfoliaciÛn de aproximadamente 130∞C del material compuesto y, por otro, pueda existir sin peligro, en la superficie del corte de cuerpo moldeado y pelÌcula met·lica, una densidad de potencia superficial prefijada de hasta mas de 60 kW/m2 con hielo transparente adherente, que mantenga la pelÌcula met·lica auna temperatura prefijable, correspondiente a los requerimientos atmosfÈricos, de +10∞C a +70∞C, y que mantenga tambiÈn una velocidad de deshielo, con la que no se de con seguridad, en el frente atacado por la corriente de aire y con el sistema de ondas milimÈtricas conectado, formaciÛn de hielo alguna o que el hielo depositado en el frente, atacado por la corriente de aire en la superficie de contacto, se deshiele o comience a deshelarse al conectar el sistema de ondas milimÈtricas.",2001,Y02E  10/721; B64D  15/12; F02C   7/047; Y02T  50/672; B63B  59/00; H05B   6/80; F03D   1/06; H05B2214/02
17665177,ES20010965267T,PARQUE EOLICO.,"Parque eÛlico con al menos dos instalaciones de energÌa eÛlica, caracterizado por una uniÛn por cable (10) que se extiende a una altura predeterminada entre al menos dos instalaciones de energÌa eÛlica (12) y por una gÛndola (14) dispuesta en esta uniÛn por cable (10).",2001,F03D   9/25; F03D   9/257; F03D  80/50; Y02E  10/725; F03D  13/25; F05B2230/80; F03D  80/00; H02P   9/00; Y02E  10/727; B61B   7/00; Y02P  70/523; B61B  12/02; F05B2240/95; F05B2240/96
17668772,ES20020004492T,PLANTA EOLICA MARINA.,"Planta eÛlica marina con un rotor dispuesto en una torre y un fundamento a partir de un pilar (6) de acero individual hueco y abierto hacia abajo y arriostramientos para anclar la planta con el fondo, caracterizada porque bajo el rotor (2) o directamente bajo las palas del rotor est·n dispuestos al menos tres arriostramientos (8) y porque el pilar (6) de acero est· cerrado con un pie (7), que se introduce por fuerza en el fondo del mar.",2002,E02B2017/0039; E02D  27/42; F03D   1/00; F05B2230/6102; Y02E  10/727; E02D  27/425; E02D2250/0053; F03D  13/10; E02D  27/52; F03D  13/22; B63B  35/003; E02B  17/02; E02B2017/0091; F05B2240/95; E02B  17/00; F03D  13/20; F03D  13/25; Y02P  70/523
17673740,ES20020702794T,PLANTA DE GENERACION DE ENERGIA EOLICA FLOTANTE MARINA.,"Planta de generaciÛn de energÌa eÛlica flotante marina, que comprende una unidad de generaciÛn de energÌa eÛlica (30), un flotador (20) que soporta la unidad de generaciÛn de energÌa eÛlica (30) y un sistema de amarre de punto ˙nico (10), caracterizada porque el flotador (20) comprende tres elementos de columna semi-sumergibles (21) y tres elementos de conexiÛn (22) que conectan los elementos de columna (21) entre sÌ y dispuestos en un plano con forma de tri·ngulo que tiene los elementos de columna (21) en sus vÈrtices, y porque uno de los elementos de columna (21) est· adaptado para ser amarrado al sistema de amarre de punto ˙nico (10).",2002,Y02E  10/725; F03D   9/00; F03D  13/25; F05B2240/40; B63B   1/125; Y02E  10/727; B63B  21/50; B63B   1/107; F03D   7/06; F03D  11/04; B63B2001/128; B63B2035/446; E02B2017/0091; F03D   7/04; F05B2240/95; B63B  35/44; F05B2240/93
17674536,ES20020714132T,SEGUIMIENTO ACIMUTAL DE UNA INSTALACION DE ENERGIA EOLICA.,"InstalaciÛn de energÌa eÛlica, con una torre (8) y con un rotor dispuesto en la torre con, al menos, una pala de rotor (11, 12) ajustable individualmente, con un dispositivo para el registro de la direcciÛn del viento (40) y un dispositivo para el registro de la posiciÛn acimutal (42), caracterizada por un control del ajuste de la pala de rotor dependiendo de una desviaciÛn entre la direcciÛn del viento calculado y la posiciÛn acimutal registrada, un dispositivo para el registro de la orientaciÛn de la torre (8) de la instalaciÛn de energÌa eÛlica (8, 10, 12) de la vertical.",2002,F05B2270/326; F03D   1/06; Y02E  10/727; F05B2270/20; F05B2270/321; Y02E  10/723; Y02E  10/725; F03D   7/0204; F03D   7/04; Y02E  10/721; F03D   7/02; F03D   7/0224; F03D  13/25; F05B2240/93
17677010,ES20020747777T,INSTALACION QUE PERMITE GENERAR ENERGIA A PARTIR DE CORRIENTES DE AGUA.,"Una central para la producciÛn de energÌa a partir de corrientes en una masa de agua, que comprenden una estructura capaz de apoyarse sobre un fondo (B) bajo dicha masa de agua y una pluralidad de unidades generadoras reemplazables (750) sujetas por la estructura y adaptadas para ser impulsadas por las corrientes de agua, en la que dicha central se caracteriza porque la estructura comprende al menos tres elementos nodales interconectados (700) que tienen un centro nodal respectivo y brazos sustancialmente horizontales (720, 730) que sobresalen de los mismos, y porque dicho centro nodal est· hecho en forma de un casquillo (711, 712) para una pata ajustable en altura (760) que se extiende hacia el fondo (B).",2002,H02K   7/1823; H02K  16/005; Y02E  10/223; Y02E  10/28; B63B2035/4466; H02K  16/00; F03B   1/00; F03B  17/06; F05B2210/16; F03B  13/26; F05B2240/40; F05B2260/72; H02K   7/18; B63B  35/44; E02B2017/0091; F03B; F03B   1/02; F03B  11/00; Y02E  10/725; F03B  13/10; Y02E  10/38; F05B2240/97; F03B  17/061; F03D   9/00
17685064,ES20030290708T,"INSTALACION DE PRODUCCION EOLIANA DE ELECTRICIDAD EN EL MAR, ASI COMO PROCEDIMIENTO DE CONSTRUCCION Y DE COLOCACION DE DICHA INSTALACION.","InstalaciÛn de producciÛn de electricidad en el mar, que comprende una eoliana (1) y un soporte para la misma, estando constituido dicho soporte por una plataforma (7) de tirantes tensados (8i), presentando dicha plataforma (7) la forma de un flotador balastable y desbalastable, caracterizada porque dicho flotador (7) comprende por lo menos una caja (7a) de secciÛn horizontal sensiblemente triangular, quedando unida dicha caja (7a) a unos cuerpos muertos (9i) que descansan sobre un fondo marino (5a), por cuando menos tres pares (8i) de tirantes, estando instalado cada par entre uno de los ·ngulos de dicha caja (7a) y uno de dichos cuerpos muertos (9i).",2003,F03D  13/25; F05B2240/95; B63B  21/50; B63B2035/446; F03D  13/10; F03D  13/40; B63B2021/505; F03D  13/22; F05B2240/93; B63B  35/44; E02B2017/0091; B63B  21/502; Y02E  10/727; B66C  23/185; F03D   1/00; F03D  11/04
17688221,ES20030739475T,PARQUE EOLICO EN ALTA MAR.,"Parque eÛlico en alta mar con al menos una plataforma en alta mar dentro del parque eÛlico, en el que la plataforma es apta para ofrecer el espacio de vivienda y estancia para el personal operario del parque eÛlico y en el que entre la plataforma y al menos una instalaciÛn de energÌa eÛlica del parque eÛlico est· formada una lÌnea de cable y una gÛndola suspendida en dicha lÌnea de cable.",2003,F03D   1/00; F03D   9/00; F03D  11/04; F03D  13/20; F03D  80/50; Y02E  10/727; F03D  11/00; F03D   1/02; F03D  80/55; Y02E  10/722; F03D   9/11; F03D  80/00; F05B2240/96; F05B2240/95; F03D   9/257; F03D  13/25; H02K   7/18; Y02E  70/10
17688307,ES20030740502T,ROTOR DE PANAL REDONDO.,"Rotor para molinos eÛlicos con m˙ltiples conductos de viento separados. El eje del rotor es paralelo a la direcciÛn del viento estando el rotor constituidos por varios cilindros concÈntricos con el eje de rotaciÛn. Diversas paredes curvadas a modo de nervios radiales unen estos cilindros entre sÌ, formando a la vez una multitud de conductos independientes para el paso del viento. Los conductos son de tal forma que la direcciÛn del viento cambia entre la entrada y la salida. Dentro de los conductos tambiÈn cambia la secciÛn de paso y por lo tanto el mÛdulo de la velocidad del viento.",2003,F03D   1/0608; F03D   1/06; F05B2240/33; B63H   1/16; Y02E  10/721
17688652,ES20030746251T,PALA PARA UNA TURBINA EOLICA Y METODO PARA ENSAMBLAR PERFILES LAMINADOS PARA UNA PALA.,"ala para utilizar en una turbina eÛlica, siendo dicha pala del tipo que comprende esencialmente al menos dos perfiles (3, 5) laminados reforzados con fibra, fabricados por separado y al menos una parte (2) de viga que se extiende longitudinalmente, caracterizada porque la parte (2) de viga comprende al menos una primera parte (4) y al menos una segunda parte (6), comprendiendo dicha primera parte (4) al menos una parte (12) de cuerpo conectada a al menos una cara (10) de ensamblaje y al menos una brida (14) de tope, comprendiendo dicha segunda parte (6) al menos una parte (18) de cuerpo conectada a al menos una cara (16) de ensamblaje, y a al menos una brida (20) de tope, en la que las partes (4, 6) est·n ajustadas por medios para el ajuste (8) en altura y conectadas entre sÌ en las caras (10, 16) de ensamblaje, y en la que los perfiles (3, 5) laminados est·n ensamblados alrededor de la parte (2) de viga y encolados contra las bridas (14, 20) de tope respectivas.",2003,Y02P  70/523; F05B2280/6003; F03D   3/06; F05B2230/60; F03D   1/0675; B63H   1/26; Y02E  10/721; F03D   1/06
17692104,ES20040004172T,INSTALACION DE PROPULSION AUXILIAR MEDIANTE LA DESVIACION DE LA CORRIENTE DE FLUIDO.,"Uso de una instalaciÛn de propulsiÛn para un vehÌculo movido por una primera instalaciÛn de propulsiÛn, con un cilindro rotatorio dispuesto en la direcciÛn horizontal con discos laterales (70) como propulsiÛn auxiliar, entrando una corriente de fluido (F) generada por la primera instalaciÛn de propulsiÛn en un canal (10) y siendo desviada la misma en el canal en su direcciÛn incidiendo en el cilindro rotatorio (20), por lo que la propulsiÛn complementaria se genera sobre la base del efecto Magnus en una direcciÛn deseada.",2004,F03D   3/00; Y02T  70/58; B63H   9/02
17693966,ES20040077689T,AMORTIGUACION DE OSCILACIONES EN TURBINAS EOLICAS.,"Una turbina eÛlica que comprende una primera parte inmÛvil que incluye una torre que se extiende sustancialmente de forma vertical y una cimentaciÛn a la que se fija una parte extrema inferior de la torre, una gÛndola que comprende un rotor eÛlico que tiene al menos una pala dispuesta en un ·rbol principal que tiene un eje de rotaciÛn sustancialmente horizontal y un sistema de transmisiÛn de potencia, un sistema de guiÒada que comprende una segunda parte inmÛvil que est· fijada a una parte extrema superior de la torre y una parte movible que est· fijada a la gÛndola, estando diseÒadas la parte inmÛvil y la parte movible para que la gÛndola estÈ soportada verticalmente y horizontalmente por la torre y se pueda pivotar relativamente a la torre alrededor de un eje de guiÒada sustancialmente vertical, y un segundo medio de amortiguaciÛn de oscilaciones que proporciona una amortiguaciÛn sustancialmente unidireccional de las oscilaciones, del cual la frecuencia de amortiguaciÛn primaria es sustancialmente igual a la segunda frecuencia de flexiÛn natural de la turbina eÛlica, proporcion·ndose el segundo medio de amortiguaciÛn de oscilaciones en una parte central de la torre tomada en una direcciÛn vertical en la que la amortiguaciÛn del segundo medio de amortiguaciÛn de oscilaciones es de una magnitud que es equivalente a un decremento logarÌtmico de las oscilaciones de dicha segunda frecuencia natural de la turbina eÛlica de al menos un 2%.",2000,F03D   1/06; F03D  80/00; F05B2260/96; F03D   7/04; F05B2200/23; Y02E  10/721; Y02E  10/726; F05B2240/95; Y10S 416/06; Y10S 416/50; F03D   7/02; F03D  13/20
17694511,ES20040255458T,TURBINA EOLICA CON CASCO ANTIRRUIDO EXTERIOR.,"Una turbina eÛlica que comprende: una torre (1) que tiene un lado exterior (8) y un casco antirruido (4) que rodea al menos parcialmente el exterior (8) de la torre (1) y est· situado a una distancia radial desde el exterior (8) de la torre (1); en el que el casco antirruido (4) est· fijado a la torre (1) con un soporte (12, 26), comprendiendo al menos un elemento (18, 19) de amortiguaciÛn de oscilaciones.",2004,B63H   1/06; F03D  11/00; G10K  11/16; F03D  80/00; F01D   5/26; F03D   1/02; F03D   9/00; F05B2260/96; Y10S 415/909; Y10S 416/06; F01D   5/10; Y02E  10/72
17696651,ES20040730134T,CENTRAL DE ENERGIA EOLICA.,"DisposiciÛn para una torre (3) de una central flotante de energÌa eÛlica (1) que comprende una carcasa de m·quina (13) que comprende un rotor (15), conect·ndose la carcasa de m·quina de un modo no giratorio con la torre (3) y pudiendo girar la torre (3) alrededor de un eje giratorio de la torre (29), caracterizada porque la torre (3) presenta por lo menos una barra de tensiÛn (61) y por lo menos un tangÛn (63), extendiÈndose dicha por lo menos una barra de tensiÛn (61) desde una parte superior (9) de la torre (3) mediante por lo menos un tangÛn (63), hasta la parte inferior (21) de la torre (3).",2004,F05B2240/93; Y02E  10/727; F03D  11/04; F03D  13/25; B63B  35/44; B63B  35/4406; E02B2017/0091; F05B2240/95; Y02B  10/30
18056610,ES19770458380,"SISTEMA PARA TRANSFORMAR LA ENERGIA ALEATORIA DE UN FLUIDO NATURAL EN MOVIMIENTO, TAL COMO EL AGUA DE UN CURSO DE AGUA O EL AIRE ATMOSFERICO, EN UNA ENERGIA QUE TIENE UN NIVEL RE-GULADO.","Sistema para transformar la energÌa aleatoria de un fluido natural en movimiento, tal como el agua de un curso de agua o el aire atmosfÈrico, en una energÌa que tiene un nivel regulado, que comprende al menos un captador rotativo de nivel regulado accionado a partir del captador.",1977,B63H  13/00; F03B  13/08; F03B  13/10; F03D   9/00; Y02E  10/72; Y02E  60/17; F03B  15/00; F05B2210/16; H02P   9/04; F05B2240/40; F03B  15/06; B63H  21/00; Y02P  80/158; Y02E  10/226; F03B  13/105; Y02E  10/22
18061407,ES19770463666,PERFECCIONAMIENTOS INTRODUCIDOS EN UNA CENTRAL HIDROELECTRI-CA DE CAUDAL DE AGUA.,"Perfeccionamientos introducidos en una central hidroelÈctrica de caudal de agua, que toma el agua en un canal de derivaciÛn aguas arriba por medio de una v·lvula, para restituirlo a un canal de derivaciÛn aguas abajo por medio de al menos un captador de turbina sobre el ·rbol del canal est· calado un emisor unido por circuito hidr·ulico a al menos un receptor calado sobre el ·rbol de un generador de energÌa elÈctrica.",1977,F03D   9/00; H02P   9/04; Y02E  60/17; B63H  13/00; F03B  13/10; F03B  13/105; F03B  15/00; F03B  15/06; Y02P  80/158; F03B  13/08; Y02E  10/22; F05B2210/16; Y02E  10/72; F05B2240/40; B63H  21/00; Y02E  10/226
18061408,ES19770463667,CENTRAL ELECTRICA EOLICA PERFECCIONADA.,"Central elÈctrica eÛlica perfeccionada, que comprende al menos una rueda eÛlica acoplada con al menos un generador de energÌa elÈctrica, caracterizada porque los medios de acoplamiento comprenden un emisor de boba hidr·ulica volumÈtrica rotativa calada en el ·rbol de cada rueda, al menos un receptor de motor hidr·ulico volumÈtrico rotativo calado en cada generador de energÌa.",1977,F03B  13/08; F03D   9/00; F05B2240/40; Y02E  10/22; Y02P  80/158; B63H  21/00; B63H  13/00; F03B  13/10; F03B  15/00; F03B  15/06; F05B2210/16; Y02E  10/72; Y02E  60/17; H02P   9/04; F03B  13/105; Y02E  10/226
18061409,ES19770463668,DISPOSITIVO PERFECCIONADO DE PROPULSION DE UN BUQUE.,"Dispositivo perfeccionado de propulsiÛn de un buque, que hace uso de la energÌa del viento caracterizado porque comprende al menos una rueda eÛlica sobre el ·rbol de la cual est· calado un emisor de bomba hidr·ulica volumÈtrica rotativa, al menos un receptor de bomba hidr·ulica volumÈtrica rotativa calado en un ·rbol de hÈlice propulsora, y un circuito hidr·ulico para unir el emisor al receptor.",1977,F03B  15/06; F05B2240/40; Y02E  10/226; F05B2210/16; F03D   9/00; H02P   9/04; Y02E  10/72; F03B  13/105; F03B  15/00; B63H  21/00; F03B  13/08; Y02E  10/22; Y02E  60/17; Y02P  80/158; B63H  13/00; F03B  13/10
18080482,ES19790484778,DISPOSITIVO PARA LA GENERACION DE CORRIENTE ELECTRICA POR MEDIO DE LA PRESION HIDROSTATICA EXISTENTE EN UN CURSO DE AGUA O SIMILAR,"Dispositivo para la generaciÛn de corriente dÈctrica por medio de la presiÛn hidrost·tica existente en un curso de agua o similar, caracterizado porque por debajo da la superficie del agua estÈ previsto un recipiente o similar, porque el recipiente presenta al menos una entrada que lleva hasta por encima de al menos una turbina y al menos una salida que presenta una bomba, y porque para el accionamiento de la bomba est· prevista al menos una rueda de viento o similar y/o corriente elÈctrica nocturna o energÌa sobrante similar.",1979,F03D   9/14; F03D   9/25; F03D   9/28; Y02E  60/17; F03B  13/06; F03D   9/02; Y02E  10/22; Y02P  80/158; E02B2017/0091; F05B2240/95; Y02E  10/725
18100046,ES19810507586,PERFECCIONAMIENTOS EN UN DISPOSITIVO DE ELEVADA FUERZA DE SUSTENTACION PARA UTILIZAR LA ENERGIA DE FLUIDOS EN UN MOVI- MIENTO ESPECIALMENTE PARA LA PROPULSION EOLICA DE BUQUES.,"DISPOSITIVO DE ELEVADA FUERZA DE SUSTENTACION PARA UTILIZAR LA ENERGIA DE FLUIDOS EN MOVIMIENTO ESPECIALMENTE PARA LA PROPULSION EOLICA DE BUQUES. EL DISPOSITIVO SE COLOCA EN UN FLUIDO EN MOVIMIENTO SEGUN UNA PRIMERA DIRECCION CON EL FIN DE PRODUCIR UNA FUERZA SUSTENTADORA SEGUN UNA SEGUNDA DIRECCION TRANSVERSAL CON RELACION A LA PRIMERA. COMPRENDE UN CUERPO ALARGADO QUE PRESENTA EN SECCION RECTA SEGUN LA PRIMERA DIRECCION UN PERFIL REDONDEADO Y SIMETRICO CON RELACION A UN EJE QUE DEFINE CON LA PRIMERA DIRECCION UN ANGULO DE INCIDENCIA ORIENTADO SEGUN LA SEGUNDA DIRECCION, DEFINIENDO DICHO PERFIL UN BORDE DE ATAQUE ALARGADO Y UN BORDE DE FUGA CUYOS ESPESORES VAN CRECIENDO DESDE ADELANTE HACIA ATRAS.",1981,B63H   9/00; F05B2240/201; B64C  21/02; B64C  21/08; B63H   9/04; B64C  21/06; B64C2230/22; F03D   3/00; B64C  21/025; F15D   1/12; Y02E  10/74; B64C2230/06; B63H   9/02; B64C2230/04; Y02E  10/721; F03D   3/007; F03D   5/00; Y02T  50/166; Y02T  70/58
18107769,ES19820516816,PLANTA GENERADORA EOLICA.,"PLANTA GENERADORA EOLICA PROVISTA DE ALABES QUE PUEDEN GIRAR ALREDEDOR DE UN EJE DE ROTACION. CONSTA DE UN MIEMBRO DE SOPORTE (11) UNIDO A UNA CHAPA DE BASE (12); DE UN DISPOSITIVO REGULADOR CONECTADO AL MIEMBRO DE SOPORTE (11) PARA HACERLO GIRAR; DE UN ROTOR (1) QUE INCLUYE DOS ALABES OPERATIVOS (3), CUYAS BASES (9) ESTAN CONECTADAS A UN CUBO (8) QUE A SU VEZ ESTA CONECTADO ROTATIVAMENTE A UN MIEMBRO DE SOPORTE (11); DE UN SEGUNDO ROTOR (2) QUE TIENE UN SOLO ALABE OPERATIVO (3) CON EL QUE SE ASOCIA UN ALABE DE SOPORTE (4), ESTANDO LA BASE (10) DE DICHO ALABE DE SOPORTE (4) CONECTADA TAMBIEN AL CUBO (8); Y DE EJES DE ROTACION (5) DE LOS ROTORES (1, 2) QUE SE COLOCAN FORMANDO UN ANGULO DE APROXIMADAMENTE 45 GRADOS CON LA HORIZONTAL (7).",1982,F03D   7/0224; Y02E  10/727; F03D   3/00; F03D; F03D   1/00; F03D   9/008; Y02A  20/141; F03D   9/14; F03D   9/25; F03D   9/28; F05B2220/62; Y02E  10/721; F03D   7/02; F03D   9/00; F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/70; F05B2260/79; Y02E  10/723; F05B2240/93; Y02T  70/58; F03D   9/32; Y10S 416/08; B63H  13/00; F05B2260/74; Y02E  60/17
18118005,ES19840528977,SISTEMA DE PROPULSION EOLICA DE ACCION COMBINADA,"SISTEMA DE PROPULSION EOLICA DE ACCION COMBINADA.CONSISTE EN PRODUCIR UN CAUDAL DE AIRE MEDIANTE VENTILADORES (2A) EN LA ENTRADA DE UN CONDUCTO PRINCIPAL (1) SOLIDARIO DE LA PLATAFORMA MOVIL (10), AUMENTAR DICHO CAUDAL MEDIANTE TUBOS (4) COLOCADOS EN UN CONDUCTO SECUNDARIO (3), SITUADOS EN ZONAS (5) DE SECCION MINIMA Y ASPIRACION MAXIMA, Y DIRIGIRLO HACIA UNO O VARIOS CILINDROS DE PROPULSION (2) ACCIONADOS POR MOTORES, QUE AL GIRAR INTERCEPTAN EL FLUJO DE AIRE PRODUCIENDO UNA DEPRESION, QUE CREA UNA FUERZA PROPULSORA (D) PARA DEPLAZAR LA PLATAFORMA MOVIL.",1984,F03D   9/32; B63H   9/00; Y02E  10/72
18134044,ES19850547683,UN AEROGENERADOR VELERO,"AEROGENERADOR VELERO. CONSTA DE UN MARCO (1) QUE LLEVA CERCA DE SUS DOS EXTREMOS LAS DOS POLEAS, ALREDEDOR DE LAS CUALES VA ENROLLADA LA CORREA SINFIN (5), CORREA QUE EN SU TRAYECTO CUENTA CON LOS APOYOS GIRATORIOS NECESARIOS PARA CORREGIR EL EMPUJE LATERAL PARASITO QUE LE IMPRIMEN LAS VELAS; DE UNA PLATAFORMA (2) AUTOORIENTABLE FRENTE AL VIENTO POR MEDIO DE SUS TIRANTES Y SUS TIMONES; DE TIRANTES (3) FORMADOS POR CABLES FUERTES QUE VAN UNIDOS POR SUS EXTREMOS OPUESTOS, A UN PIVOTE CENTRAL GIRATORIO O A UN ANCLA, PARA QUE EL VIENTO SIEMPRE ATAQUE DE FRENTE AL MARCO (1); DE UN DEFLECTOR (D) UNIDO A LA PERIFERIA DEL MARCO (1) Y EXTENDIDO A LO LARGO DE LA PLATAFORMA, EL CUAL ELABORA EN EL ATAQUE Y PENETRACION DEL VIENTO.",1985,F03D   5/02; B63B  35/44; Y02E  10/727; Y02E  10/70
18148990,ES19880102512T,CUERPO AERODINAMICO CIRCUNDADO POR AIRE O AGUA.,EL CUERPO DE CORRIENTE CIRCULADO DE AIRE O AGUA ES POR MEDIO DE UNA MEMBRANA (20) DISPUESTO POR LA SUPERFICIE DE PARED DEL CUERPO DE CORRIENTE (100) EN UN CUERPO DE CORRIENTE CON EL MARGEN ALTERNADO Y SUPERFICIE AGRANDADO A LA PRODUCCION DE HIPER VELOCIDAD LOCAL Y SEGUN ESOS CAMPOS DE DEPRESION A TRAVES DE FLUJO DE VOLUMEN ACTIVO DE UN LIQUIDO AL INTERSTICIO (25) ENTRE MEDIO DEL CUERPO DE CORRIENTE Y DE LA MENBRANA (20) TRANSPORTABLE.,1988,B63H  25/38; B64C   3/30; F03D   1/0641; F05B2240/301; B63B   1/08; F03D   1/06; F05B2240/311; B63B2035/009; B63H   9/061; F05B2240/31; F05B2210/16; B64C  23/00; B63H   9/06; B63H  25/382; Y02E  10/721; B63B  41/00
18165706,ES19890400766T,"MAQUINA ROTATORIA DE DESPLAZAMIENTO NO POSITIVO, UTILIZABLE COMO BOMBA, COMPRESOR, PROPULSOR, GENERADOR O TURBINA MOTRIZ.","MAQUINA ROTATIVA CON DESPLAZAMIENTO NO POSITIVO UTILIZABLE COMO BOMBA, COMPRESOR, PROPULSOR, GENERADOR O TURBINA MOTRIZ, DEL TIPO QUE CONSTA DE AL MENOS UN ALABE (12) ENROLLADO EN ESPIRAL HUECA Y AL MENOS UNA PALA (11) SITUADA ALREDEDOR DEL EJE DE ROTACION DE LA MAQUINA, CONTENIDOS DENTRO DE UNA ENVUELTA CIRCULAR (14) QUE RODEA EXTERIORMENTE AL ROTOR, Y QUE CONSTA DE: LA PALA (11) QUE RECIBE POR LA PARTE ANTERIOR DE SU BORDE EXTERIOR DICHO ALABE (12), LOS CUALES AVANZAN CON UN PASO DIFERENTE AUNQUE SIMULTANEO TANTO DIAMETRALMENTE COMO LONGITUDINALMENTE (13) FRENTE AL EJE DE ROTACION, Y LA ENVUELTA CIRCULAR (14), SITUADA POR ENCIMA DEL ROTOR (10) QUE CONSTA DE ELEMENTOS DE COMPRESION DEL FLUIDO, DE FORMA QUE DICHO FLUIDO SEA ARRASTRADO PRIMERO POR LOS ALABES (12) DEL ROTOR (10) Y UN FLUJO PERIFERICO CONTENIDO Y COMPRIMIDO POR LA ENVUELTA CIRCULAR FORZANDO LA ENTRADA DEL FLUIDO Y CANALIZADO A CONTINUACION POR LAS PALAS (12) DEL ROTOR (10) EN UN FLUJO CENTRAL.",1989,B63H   5/14; F03D   1/06; F04D   1/04; F04D  29/18; F04D  29/183; B63H   1/14; F05B2240/243; F05B2250/232; F01D   1/00; F04D   3/00; B64C  11/005; F03D   1/0608; F04D   1/00; Y02E  10/721; F04D  29/44; F05B2250/25; F03B   3/12; Y02E  10/223; B64C  11/00
18238958,ES19940930958T,SUPERFICIE DE UN CUERPO BA—ADO POR UNA CORRIENTE DE FLUIDO.,"LA INVENCION SE REFIERE A UNA SUPERFICIE (12) DE UN CUERPO (10) SUMERGIDO EN UN FLUJO DE FLUIDO QUE DISPONE DE PROYECCIONES 814) SOBRE LA SUPERFICIE BASE. PARA DISE—AR UNA SUPERFICIE (12) MAS FAVORABLE AL FLUJO DE UN CUERPO (10) SUMERGIDO EN UN FLUJO DE FLUIDO Y DISPONIENDO DE PROYECCIONES (14) SOBRE LA SUPERFICIE BASE, LAS PROYECCIONES (14) ESTAN RODEADAS POR DOS LINEAS (18,20) DE DEMARCACION, VISTAS POR ENCIMA DE LA SUPERFICIE (12). LA PRIMERA LINEA (18) DE DEMARCACION ES MAS LARGA Y ESTA MAS CURVADA QUE LA OTRA LINEA (20) DE DEMARCACION, DE TAL MODO QUE LAS PROYECCIONES (14) DISPONEN DEL AREA DE SECCION TRANSVERSAL DE UNA ALETA SOPORTE.",1994,B63B   1/36; F01D   5/145; B63H   1/28; B64C  21/10; F01D   5/14; F04D  29/68; F05D2250/611; Y02T  50/673; F04D  29/688; F05B2240/32; F05B2250/611; F05D2240/301; F15D   1/12; B64C2230/26; F03D   1/0608; Y02T  70/121; F05D2240/31; F01D  25/00; F05B2240/301; B64C2230/28; F04D  29/681; Y02T  50/166; Y02E  10/721
18282602,ES19970925177T,CONVERTIDOR DE ENERGIA DE OLAS.,"UNA ESTRUCTURA DE COLECTOR DE OLAS (51) PARA LA GENERACION DE ENERGIA ELECTRICA, ACCIONADA MEDIANTE LA ENERGIA DE LAS OLAS, QUE COMPRENDE UN LABIO QUE SE EXTIENDE HACIA FUERA Y COLGANTE HACIA ABAJO (105, 107) POR DEBAJO DEL CUAL SE ENCUENTRA SITUADA UNA BOCA (61, 67) DEL COLECTOR. EL COLECTOR COMPRENDE ADEMAS LAS PAREDES LATERALES (75, 79) QUE SE EXTIENDEN HORIZONTALMENTE EN FORMA SUBSTANCIAL HASTA Y MAS ALLA DEL LABIO, ENCERRANDO PARCIALMENTE UN VOLUMEN DE AGUA ENTRE EL LABIO Y LAS PAREDES LATERALES. EL COLECTOR SE SITUA EN SU EMPLAZAMIENTO DESEADO MEDIANTE EL SELLADO HERMETICO DE LA BOCA (61, 67) CON PUERTAS (NO MOSTRADAS), Y HACIENDO FLOTAR LA ESTRUCTURA HASTA SU EMPLAZAMIENTO DESEADO. LAS VALVULAS DE CONTROL SE ABREN PARA PERMITIR QUE EL AGUA ENTRE AL COLECTOR PARA HACER HUNDIR LA ESTRUCTURA HASTA EL LECHO DEL FONDO MARINO (63) EN DONDE SE ABREN LAS PUERTAS.",1997,F03B  13/14; F03D   9/25; Y02E  10/32; Y02E  10/38; F05B2240/95; Y02E  10/725; F03B  13/142; F03D   9/00
18286040,ES19970946826T,APARATO GENERADOR DE POTENCIA ELECTRICA UTILIZANDO LA FUERZA DEL VIENTO.,"SE PRESENTA UN APARATO PARA GENERAR ENERGIA ELECTRICA UTILIZANDO LA FUERZA DEL VIENTO QUE ES CAPAZ DE GENERAR ENERGIA ELECTRICA DE BUENA CALIDAD COMBINANDO EL APARATO CON UN APARATO DE GENERACION DE ENERGIA ELECTRICA BASADO EN LA FUERZA DE LAS OLAS DEL INVENTOR DE ESTA INVENCION, INSTALANDO EL APARATO EN EL MAR. EL APARATO INCLUYE UN CUERPO DE SOPORTE PERPENDICULAR; UN EJE GIRATORIO INSTALADO EN EL CUERPO DE SOPORTE; UNA ESTRUCTURA DE HELICE GIRATORIAMENTE INSTALADA EN UN APARTE SUPERIOR DEL EJE GIRATORIO; UN ARBOL DE HELICE HORIZONTAL Y GIRATORIAMENTE INSTALADO EN LA ESTRUCTURA DE HELICE; UN MIEMBRO DE HELICE INSTALADO EN EL ARBOL DE LA HELICE DE FORMA GIRATORIA EN DIRECCION HACIA ADELANTE Y HACIA ATRAS; UN MONTAJE DE HELICE QUE TIENE UN MEDIO DE SOPORTE ELASTICO DE MANERA QUE EL MONTAJE DE HELICE SE MANTENGA PERPENDICULAR CUANDO LA VELOCIDAD DEL VIENTO ESTE POR DEBAJO DE UN NIVEL PREDETERMINADO Y DE FORMA QUE SE INCLINE HACIA ATRAS EN UN ANGULO PREDETERMINADO CUANDO LA VELOCIDAD DEL VIENTO ESTE POR ENCIMA DE UN NIVEL PREDETERMINADO; Y UN GENERADOR DE ENERGIA ELECTRICA CONECTADO CON LA OTRA PARTE DEL EXTREMO DEL ARBOL DE LA HELICE PARA GENERAR ENERGIA ELECTRICA.",1997,F03D  11/04; F03D   1/00; F03B  13/10; F05B2240/95; F03D   7/0236; F05B2210/18; F03D   7/02; F03D  13/25; Y02E  10/727; B63B2035/4466; Y02E  10/723
18300489,ES19980942970T,"INSTALACION DE GENERACION DE ELECTRICIDAD 4X1 GRACIAS A LA ENERGIA PLUVIAL, EOLICA, SOLAR Y MAREMOTRIZ.","Una instalaciÛn de generaciÛn de electricidad para la generaciÛn de electricidad a partir de al menos energÌa pluvial, eÛlica y solar, que consta de: una plataforma giratoria (5) que permite girar la instalaciÛn y colocarla frente a la direcciÛn del viento; una hÈlice eÛlica (2) conectada a un eje y a una placa eÛlica y de corriente (4); una hÈlice hidr·ulica (3) conectada al eje; una placa solar (1, 1 A); en la que el agua de lluvia y el viento se pueden recoger mediante la placa solar (1, 1 A) y se pueden dirigir hacia la hÈlice hidr·ulica con el fin de ocasionar el movimiento de la misma; y en la que la instalaciÛn se puede adaptar para su uso en tierra firme, de modo que la instalaciÛn genere electricidad a partir de la energÌa pluvial, eÛlica y solar, o para su uso en agua, de modo que la instalaciÛn genere electricidad a partir de la energÌa pluvial, eÛlica, solar y mare-motriz, por medio de la adiciÛn de unos flotadores desmontables (14).",1998,F03B  13/00; F03D   9/25; F03D  13/25; Y02E  10/727; F03B  13/12; F03D   9/00; Y02E  10/725
18308006,ES19990124712T,PROCEDIMIENTO PARA EL FUNCIONAMIENTO DE UNA CENTRAL DE ENERGIA EOLICA EN ALTA MAR.,"Procedimiento para el funcionamiento de una central de energÌa eÛlica en alta mar, que va provista de un dispositivo para la toma de las cargas de viento que act˙an sobre el rotor, caracterizado por - registrar la intensidad del viento que act˙a sobre las palas del rotor, - registrar la altura de las olas que se mueven hacia la central de energÌa eÛlica, - calcular la carga total que se obtiene de la carga del viento y de la carga de las olas y que absorbe la cimentaciÛn, y - provocar una toma reductora de la carga sobre el rotor cuando la carga total esperada cuando llega la ola a la torre supera una carga lÌmite.",1999,F05B2240/95; F05B2270/32; F03D   7/04; Y02E  10/723; F03D   7/0292; F05B2270/805; F03D   7/043
18320561,ES19990964414T,PROCEDIMIENTO PARA EL TENDIDO DE CABLES ELECTRICOS DESDE UNA PRIMERA INSTALACION DE ENERGIA EOLICA EN MAR ABIERTO HASTA UNA SEGUNDA INSTALACION DE ENERGIA EOLICA EN MAR ABIERTO.,"Procedimiento para tender cables elÈctricos desde una primera instalaciÛn de energÌa eÛlica en mar abierto (10) hasta una segunda instalaciÛn de energÌa eÛlica en mar abierto (20), caracterizado por - colocar el cable (14) que hay que tender en la torre o el elemento de cimentaciÛn (16) de la primera instalaciÛn de energÌa eÛlica en mar abierto (10), antes de su montaje, - montar como mÌnimo el elemento de cimentaciÛn (16) de la primera instalaciÛn de energÌa eÛlica (10) en mar abierto, - llevar un cabo de arrastre (22) desde la primera instalaciÛn de energÌa eÛlica (10, 20) a la segunda instalaciÛn de energÌa eÛlica (20, 10), y - tirar del extremo anterior del cable (14) de la primera instalaciÛn de energÌa eÛlica (10) hasta la segunda instalaciÛn de energÌa eÛlica (20) dejando salir el cable (14) de la torre o del elemento de cimentaciÛn (16) de la primera instalaciÛn de energÌa eÛlica (10).",1999,F03D   9/25; H02G   9/02; E02B2017/0039; E02B2017/0095; F03D  13/25; Y02E  10/727; F03D   9/257; F05B2240/93; E02B2017/0091; F05B2240/95; H02G   1/10; E02B2017/0043; H02G   1/08
18321010,ES19990967880T,DISPOSITIVO PARA EVITAR LA ENTRADA DE PARTICULAS DE SAL CORROSIVAS EN UNA INSTALACION DE ENERGIA EOLICA EN MAR ABIERTO.,"Dispositivo para evitar la entrada de partÌculas de sal corrosivas en la c·mara del generador y de los engranajes de una instalaciÛn de energÌa eÛlica, caracterizado por - un generador de aire comprimido que introduce aire a sobrepresiÛn como mÌnimo en una parte, realizada esencialmente cerrada, de la c·mara (20) del generador y de los engranajes, y - un dispositivo filtrador (16) conectado en el sentido de la corriente a la c·mara (20) del generador y de los engranajes, para eliminar la humedad y las partÌculas de sal del aire que debe introducir en la c·mara el generador de aire comprimido.",1999,Y02E  10/727; B01D  45/04; B01D  45/16; F03D  13/25; F03D  80/00; B01D  45/06; B01D  45/12; B01D  46/00; E02B2017/0091; F05B2240/95; Y10S 415/908
18329112,ES20010001372,"Floating power station for producing electrical energy from the sea, combined with wave and wind energy that can be submerged and recovered during a storm","Floating power station for producing electrical energy from the sea, combined with wave and wind energy that can be submerged and recovered during a storm. Consists of a new way of producing electrical energy through waves from the sea comprised of floaters in which one is completely immobilised and the others slide along rails that, by transmitting their efforts using voltage belts, rotate generators that produce an electrodriving force. In turn, there is a column on the central part where the wind blades are located that, through the force of the wind, transmit the voltage to a generator for such purposes, which is added to the energy production. The power station can submerge and be recovered during the threat of a storm. A bell for submarine electrical connection forms a useful component for adding damaged submarine cables.<IMAGE>",2001,F03B  13/1845; F03B  13/1815; F03D   9/43; F03B  13/18; F03D   9/00; F03D   9/008; Y02B  10/30; Y02E  10/38; Y02E  10/725
18332679,ES20020000474,"Mechanical testing system for testing speed of shaft assembly and front frame of wind turbine, has simulation system provided with micro-tower, and yaw gears mounted on mirror",The system has a simulation system provided with a micro-tower. Yaw gears are mounted on a mirror. A hub of a frame is attached with hydraulic actuators by a set column anchors and metal beams.,2002,G01M   1/00; F03D  17/00
18338740,ES20030001174,"Floating wind turbine, has shaft provided with submerged portion of inverted stem unit, set of floating units are provided with inverted stem unit, and air securing units attached with stem",The turbine (9) has a shaft (1) provided with a submerged portion of an inverted stem unit (3). A set of floating units (4) are provided with the inverted stem unit. The floating units are connected at a base of a stem (10). Air securing units are attached with the stem.,2003,Y02E  10/727; F03D  13/20; F03D  13/25
18344606,ES20040001716,SISTEMA DE CAPTACION DE ENERGIA EOLICA MARINA,"Sistema de captaciÛn de energÌa eÛlica marina. Fundamentado en la noria de agua, consiste en eje horizontal, anclado en sus extremos, del que parten varias arboladuras, cada una con dos m·stiles paralelos, unidos en sus extremos por una barra de sujeciÛn. Cada paralelogramo asÌ definido constituye la superficie vÈlica de ataque frontal del viento durante el giro en su semicÌrculo superior. Esta superficie est· cubierta por velas rectangulares, ancladas en sus extremos al eje principal y barra de sujeciÛn mediante un eje que las divide longitudinalmente en dos partes simÈtricas, con capacidad de giro de 90∞ que impulsa un mecanismo autÛnomo. En el semicÌrculo superior las velas giran perpendiculares al viento, en el inferior paralelas. La noria va encastrada en un t˙nel con paneles mÛviles, simulando un embudo, que aumenta la velocidad del viento, concentr·ndola en el semicÌrculo de ataque. Al soportar la inercia es instalable en plataforma mÛvil marina.",2004,F03D   3/06; Y02E  10/727; F05B2240/93; F03D   3/068; F03D   3/04; F03D   3/0418; F03D   3/0454; F03D  13/25; Y02E  10/74
18346427,ES20040002824,"Electrical floating wind power generator for desalination has hydraulic pumping mechanism, actuated by operation of wind generator or motors, to pump water from aquatic medium to obtain desalinated water and/or to produce the electricity","A hydraulic pumping mechanism (3) is actuated by operation of wind generator (1) or motors, such that the mechanism is used to pump water from the aquatic medium (4) to obtain desalinated water and/or to produce the electricity. An independent claim is also included for desalination system of floating plant.",2004,F03D   9/00; F03D  13/25; F03D   9/28; F03D   1/00; Y02A  20/141; Y02E  10/727
18346730,ES20040003059,"SISTEMA PARA LA PRODUCCION DE AGUA DESALADA EN BUQUES, EN PARTICULAR BUQUES MONOCASCO.","Sistema para la producciÛn de agua desalada en buques, en particular buques monocasco. Este sistema incluye una serie de aerogeneradores (12) dispuestos en las zonas de proa y de popa del buque y alineados en la misma direcciÛn que Èste. La energÌa recogida por estos aerogeneradores (12) es trasladada a unas bombas de alta presiÛn (4) que alimentan unas unidades de Ûsmosis inversa (5) para la producciÛn del agua desalada (6, 7, 8). Est·n previstos unos tanques de lastre para garantizar estabilidad, tanques de almacenamiento de agua salada. El agua producto (9) sale del barco a travÈs de un tubo (13) de agua potable que conduce Èsta a la red de distribuciÛn en tierra. El buque est· anclado a una boya flotante, en torno a la cual puede girar 360∞.",2004,C02F2103/08; Y02A  20/211; B63B2035/446; B63J   1/00; F03D   9/32; F05B2240/931; Y02A  20/141; Y02A  20/131; Y02A  20/212; Y02E  10/727; Y02E  60/17; Y02P  70/523; F03D  13/25; C02F   1/441; F03D   9/17; F03D   9/25; F03D   9/28; F05B2220/62; Y02E  60/15; B63B  35/00; B63B  35/44; C02F2201/008; B63B2035/4473; C02F2201/009
18347951,ES20050000674,"Method for obtaining electrical energy from marine currents or fluvial, involves rotating rotor of magneto-electric generator by turbine","The method involves rotating the rotor of a magneto-electric generator by a turbine. The magneto-electric generator is not sealed in watertight form, whose inducer is formed by a toothed wheel of magnetic material and whose induction is maintained and formed by magnets preferably in the form of a horseshoe, which incorporates coils, and surrounds sequentially semi-embraced being crossed by the teeth and vacant the toothed wheel to vary the reluctance.",2005,Y02E  10/74; F03B  17/065; F03D   3/0427; H02K  19/20; F03B  13/12; Y02E  10/28; F03B  17/06; F03D   3/04
18358528,ES20070003020,"Wind resources measuring system for energy production, comprises floating structure fixed by anchoring device to maintain its position, where instrumentation is provided for recording movement of structure","The system comprises a floating structure fixed by an anchoring device to maintain its position. Instrumentation is provided for recording the movement of the structure to correct wind measurements. The floating structure, installed in deep water, includes a light detection and ranging device for the wind measurement and a weather station. A device for energy waves and a device for energy flows is provided for supplying generated power to different systems for controlling, instrumentation, recording and transmitting data. An independent claim is also included for an installation method for the system.",2007,B63B2035/442; B63B  35/44; F03D  80/00; B63B  22/00; F03D  11/00; G01S  17/95; G01W   1/00; Y02A  90/19; B63B2035/4466
18446242,FI19810002844,VINDKRAFTVERK OCH/ELLER VINDMOTORDRIVEN FARKOST,NULL,1981,F05B2240/95; F03D  13/25; B63H  13/00; E02B2017/0091; F05B2240/93; B63B   1/04; F05B2240/931; Y02E  10/727; F03D   9/00; F03D  11/04; Y02E  10/72; Y02T  70/58
18462537,FI19850000623,ANORDNING FOER KRAFTALSTRING I ETT STROEMMANDE MEDIUM.,NULL,1985,F03D   5/00; F03G   7/08; Y02E  10/72; Y02T  70/58; B63H   9/02; B64C  23/00; Y02E  10/74; F03D   3/00; F03D; F03G   7/00; B63H   9/06; F03D   9/00; Y02E  10/70; B63H   9/00; Y02T  70/583
18488624,FI19890004258,Device utilising wind energy,"The invention relates to a device utilising wind energy. The object of the invention is to accelerate the rate of air flow into the rotor and to increase the pressure differential between the inlet and outlet side of the rotor and in this way to produce a device, by means of which wind energy can be converted more efficiently than hitherto into electrical or mechanical energy, and use of which makes it possible to use both smaller and lighter power generator units and support and/or load-bearing structures of reduced size and strength. This object has been achieved by the device, which comprises wind energy transformer of active/passive type, in which the active part comprises an encapsulated rotor 10 rotating with the air flow and the passive part is an immovable vane system interacting with the rotor, the vane system being anchored in the casing 11, which surrounds the rotor, and its vanes 21, 22 being hollow and provided with air outlet openings, which extend into the hollow internal spaces of the vanes and through which the enclosed outlet space of the rotor 10 has an air flow connection to the atmosphere via the hollow internal spaces of the vanes 21, 22 and the air outlet openings situated in the vane surfaces 26, 27. <IMAGE>",1989,Y02E  10/72; F03D; F03D   1/02; F03D   1/04
18515163,FI19930004352,Process and device for oxygenating sea water,"A process and a device for oxygenating sea water. In the process, the water flows downwards, at a suitable speed, in the aeration pipe 8, and the lower end of the pipe 8 is supplied with air which, on release in the water, rises as bubbles against the direction of flow. In the device, a wind rotor 2 functions as a power source which drives a water turbine 5 and an aeration spiral 9. Each aeration device 1 has been designed to float in the water without any special supporting arrangements. <IMAGE>",1993,Y02E  10/72; C02F   9/00; F03D   9/20; C02F   7/00; Y02W  10/15
18533362,FI19960002171,Free-tilting rig and keel with transmission and bottom construction,"A craft that is entirely or partially driven by wind power, with free-tilting rig and keel. For greater lateral stability of the rig, the craft has a transmission gearing according to Figure 2 for improving the keel tilting. The gearing means that the wind power tilting the rig 1 and the counter-force 2 of the keel that rights it attain equilibrium with less rig tilting, greater wind power being used to drive the craft or alternatively less keel weight or keel draught. The gearing is constructed either according to Figure 2 with gear wheels 4 and 5 of equal size and gear wheels 8 and 10 of different size between them or, instead of gear wheels, with chain sprockets connected by chains. In order to modify the gearing, the gear wheels 8 and 10 or the chain sprockets can be replaced by wheels of different size. The cylindrical bottom construction 23 of the craft, which is fixed to the main shaft 9 and the keel 2 and tilts with them, minimizes the flow resistance and reduces the overall volume of the keel 2 construction on the bottom of the craft. <IMAGE>",1996,B63B  41/00; B63H
18547894,FI19990002434,"Menetelm‰ ja j‰rjestelm‰ offshore-tuulivoimalan asentamiseksi merelle ja/tai noutamiseksi merelt‰, ja offshore-tuulivoimala",NULL,1999,B63B  35/003; E02B  17/02; E02B2017/0065; E02D  27/425; F03D  13/10; F03D  13/40; E02B2017/0091; F05B2240/95; E02D  27/42; F03D   1/00; F03D  13/25; F05B2230/6102; F05B2240/93; F03D  11/04; Y02E  10/727; F03D  13/22; Y02P  70/523
18549123,WO2000FI00951,METHOD AND SYSTEM FOR INSTALLING AND TRANSPORTING AN OFFSHORE WIND POWER STATION AT SEA,"A method and a system for installing an offshore wind power station (1) at sea and/or transporting one from sea e.g. for maintenance, said wind power station comprising a base (2) to be set on the sea bottom, and a tower (3) attached to the base, which wind power station is transported to a place of installation at sea by means of a transport vessel (4) and lowered to the sea bottom and/or lifted off the sea bottom and transported to land/ashore by means of a transport vessel. The wind power station is lowered by adding ballast water into a ballast water tank (6, 7) provided in the wind power station, and raised by reducing the amount of ballast water in the ballast water tank. The wind power station comprises a ballast water tank (6, 7).",2000,E02B2017/0065; F03D  13/10; F03D  13/40; F03D  13/25; F03D  13/22; B63B  35/003; E02B  17/02; E02B2017/0091; F05B2240/95; F03D  11/04; Y02P  70/523; E02D  27/42; F03D   1/00; E02D  27/425; F05B2240/93; F05B2230/6102; Y02E  10/727
18709838,FR19670114422,ProcÈdÈ et machine pour la transformation d'Ènergie dans les fluides,NULL,1967,F03D   5/005; B64C  33/00; F03D   5/00; F04D  33/00; B63H   1/36; Y02E  10/70
18790086,FR19580779295,Pales d'hÈlice,NULL,1958,B63H   1/15; B63H   1/26; B64C  11/008; F04D  29/38; F05B2240/30; B64C  27/473; F03D   1/06; F03D   1/0675; F04D  29/388; B64C  11/18; B64C  11/24; B63H   1/12; Y02E  10/721
18907707,FR19620909924,Turbine et bateau ‡ turbine ‡ vent,NULL,1962,F05B2210/16; F05B2260/72; B63H  13/00; Y02T  70/58; F05B2240/214; F05B2240/211; F03D   3/06; Y02E  10/74; F03D   3/067
19004361,FR20000009301,"PERFECTIONNEMENTS AUX ARRIERE-CORPS DE NACELLE, A TUYERE COMMUNE, DE REACTEUR D'AVION","<P>L'arriËre-corps comportant une tuyËre commune pour l' echappement des gaz chauds et froids m elang es, se caract erise en ce que ladite tuyËre est constitu ee de deux demi-tuyËres sensiblement sym etriques, d'une part, articul ees par l'un de leurs bords longitudinaux sur une structure support (26) et, d'autre part, verrouillables entre elles le long de leurs bords longitudinaux oppos es, chaque demi-tuyËre faisant suite ‡ un demi-capotage dont les peaux (12', 13') d efinissent un canal de soufflante, et, etant de pr ef erence, d'un seul tenant avec lui, en une structure unitaire (25).</P>",2000,B64D  33/04; F02K   1/78; F02K   1/70; Y02E  10/721; B63H   1/36; B64D  29/00; Y02T  50/671
19016856,FR20010002851,TURBINE HYDRAULIQUE IMMERGEE OMNIDIRECTIONNELLE A AXE PERPENDICULAIRE AU COURANT D'EAU,"The invention concerns a squirrel-cage type turbine whereof the bars are linked to profiled blades (2), each of which being arranged, when the turbine is not operating above the water surface, such that it remains perpendicular to the radius (R) with which it is associated. Said turbine is immersed in a water current perpendicular to its shaft (3), by being mounted either on a floating craft (7) or on a heavy base (8) anchored on the floor of the water expanse. Its omnidirectional character enables it to operate in so-called rotary tidal currents. Said turbine, even if there is a large number of them beneath the water surface, can be entirely invisible and not obstruct navigation, thereby preserving the integrity of natural sites. The blades, or their linkage with their associated bar, are flexible and elastic so as to be better adapted to the angles of attack of the relative flow on each blade, for energy gain and very easy starting.",2001,F03D   3/06; Y02E  10/74; F03B  13/14; F03B  13/20; F03B  17/06; F03D   3/064; F03B  13/148; F03B  17/063; Y02E  10/38; F03B  13/18; F05B2240/311; F03B  13/1875; F05B2240/214; Y02E  10/28
19041828,FR20020007500,"Frame for supporting numerous wind turbines, comprises trellis type structure with wind turbines mounted at the nodes and supporting beams which may be equipped with floats or wheels","The frame (1) is constructed from rods (2) preferably arranged as tetrahedrons. The wind generators are attached to either upstream or downstream nodes of the trellis which is generally flat. Support (3) is provided by two trellis beams (4,5) in V formation and cable stays (8). The marine version is provided with catamaran floats (6) and anchoring gear (11,18) and the land version with wheels for tracks",2002,E02B2017/0091; F03D  11/00; F05B2240/95; F03D  11/04; F05B2240/40; F05B2240/94; Y02E  10/727; F05B2240/93; Y02E  10/723; F03D  80/70; F03D   7/02; F03D   7/0204; F03D  13/25
19045175,FR20020011249,"Floating wind pump, to regenerate and oxygenate bodies of water, has a lightweight wind turbine to drive a submerged screw through a speed decoupler to operate in light winds and be protected against strong wind damage","The floating wind pump has a surface aerator operated by wind energy. A circular wind turbine (1) with a wind vane (15) is mounted to a speed decoupler (5) with a transmission shaft (3) to a submerged screw (4). The screw rotation induces an upward current from the water bed, towards the surface, to give an exchange between the anorexic gas contained in the water and the ambient oxygen atmosphere.",2002,F03D   9/00; F03D   9/28; Y02E  10/72; Y02P  80/158; F05B2240/93; C02F   7/00; F05B2260/64
19047758,FR20020014107,High lift device for boat propulsion comprises hollow cylindrical body comprising internal and external compartments with suction zones in external wall of second compartment for inducing fluid inside body,"The device comprises a hollow cylindrical body (3) which extends along a longitudinal axis and comprises suction zones (7,8) and suction means (9) for inducing fluid inside the body. The body comprises internal (14) and external (15) compartments and the two suction zones are made in the external wall of the second compartment and the suction means are connected to the second compartment. An Independent claim is included for a boat comprising the device.",2002,F15D   1/12; B63H   9/00; B64C  21/08; F05B2240/931; Y02T  50/166; B63H   9/06; F03D   1/06; Y02E  10/721; Y02T  70/5254; F03D   1/0616
19050648,FR20030000172,"Windmill installing process, involves moving windmill with tower until base of tower in axis of pile foundation, integrating base of tower with top of foundation, and deploying tower until its configuration is deployed",The process involves lifting auto-lifting platform (10) relative to a sea level and ensuring a fixed position relative to a marine ground. Windmill is moved with a tower (21) in a retracted configuration until a base of the tower in an axis of a pile foundation. The base of the tower is integrated with a top of the pile foundation. The tower is deployed until its configuration is deployed.,2003,E02B  17/00; F05B2240/95; F03D   1/00; Y02E  10/727; E02B2017/0091; E02B2017/0039; B66C  23/185; B66C  23/52; F03D  13/22; E02B2017/0047; F03D  13/10
19055074,FR20030002551,"Wind turbine for generating wind energy, has set of propellers surrounded by streamline shroud which includes high, low and lateral panels to canalize wind towards propellers in open position","The device has set of propellers (1) surrounded by a streamline shroud to provide a venture effect at the propellers, where the propellers include aero-dynamic surfaces. The shroud has high, low and lateral panels (3,7,5) to canalize wind towards the propellers in open position. A flywheel (33) is installed on a platform (10) to stock the energy, where the platform can be arranged on floating barges anchored far in sea.",2003,F03D   3/04; F03D   1/02; F05B2240/93; F03D  11/04; F03D   3/02; F03D  11/00; F05B2240/13; Y02E  10/72; F03D   1/04; F03D   9/12; Y02E  60/16
19073480,FR20040003287,"Quadri-rotor windmill for windmill park, has four respective rotors arranged in upstream and downstream of pivoting structure in respective stages such that assembly of rotors is balanced on vertical pivoting axis","The windmill has two rotors (3, 4) arranged in an upstream and downstream of a pivoting structure (1), respectively in one stage and rotors (5, 6) arranged in downstream and upstream of the structure, respectively in another stage, such that assembly of the rotors is balanced on a vertical pivoting axis (7). The assembly naturally orients opposite to the wind direction and can be disoriented automatically by aerodynamic units. An independent claim is also included for offshore or terrestrial windmill park comprising 6 to 60 quadritotor windmill.",2004,Y02E  10/721; F03D   7/02; F03D  13/20; F05B2240/40; F03D  11/04; F05B2240/302; F03D   7/04; F03D   1/02; Y02E  10/723
19093490,FR20050006716,"Electricity generating system constructing and installing method, involves towing assembly of ballast, system and structure to site, maintaining descended structure on sea-bed and resetting cans in flotation after detaching, to be reused","The method involves constructing a gravity structure formed of a column (5) fixed to a base (6). Removable floatation cans (131, 132) are attached to the structure. The structure is placed in flotation and alongside quay to load a ballast (9) and an electricity generating system on the structure. An assembly of the ballast, system and structure are towed to a final operation site, and the structure is descended on a sea-bed (7) by ballasting the cans. The structure is maintained on the sea-bed, and the cans are detached and reset in flotation by deballasting, for being recovered and reused. An independent claim is also included for a system for generating electricity in sea.",2005,E04H  12/22; F05B2240/95; E02B  17/02; E02B2017/0091; F05B2240/93; F03D  13/25; Y02E  10/727; F03D  13/10; F03D  13/40; E02B  17/00; F03D  13/22
19107770,FR20060004239,"Floating wind turbine for generating electricity, has electric generator driven by cable system and placed between two balloons, where balloons turn in opposite directions and activate rotor and counter rotor, respectively","The turbine has a tethered balloon rotating at the wind and connected to the ground by a cable (CD). An internal compartmentalized balloon gives an asymmetrical outer structure to rotate the balloon to the wind by differential pullover effect. The compartment has an internal space delimited by a fabric (PQ) tangent to an outer casing to provide asymmetric vanes. An electric generator is driven by a cable system, and is found at the ground, carried in altitude and placed between two balloons, where the balloons turn in opposite directions and activate rotor and counter rotor, respectively.",2006,F05B2250/24; Y02E  10/74; F03B  17/062; F03D   3/02; F03D  11/04; F03D   9/25; F03D   3/06; F05B2250/231; F05B2250/241; Y02E  10/727; F05B2240/93; Y02E  10/28; F03D  13/25
19110161,FR20060006755,"PROCEDE DE FONCTIONNEMENT D'UNE TURBINE EOLIENNE, ET TURBINE EOLIENNE CONCUE POUR L'APPLICATION DU PROCEDE","Dans une turbine Èolienne et dans un procÈdÈ de fonctionnement d'une turbine Èolienne, la vitesse du rotor et/ou la puissance du gÈnÈrateur est rÈduite en rÈponse ‡ une ou plusieurs variables dÈpassant une (des) valeur(s) prÈdÈterminÈe(s). Cette ou ces variables appartiennent ‡ un groupe qui est composÈ de : la direction du vent par rapport ‡ la direction horizontale de l'axe principal de la turbine, la turbulence du vent mesurÈe par des capteurs externes et une/des(s) autre(s) variable(s) mesurÈe(s) par un ou plusieurs capteurs installÈs sur des composants de la turbine et qui sont chargÈs d'en mesurer l'Ètat.",2006,F03D   7/0204; F03D   7/042; F05B2270/335; F03D   7/00; F03D   7/022; F05B2270/107; F05B2270/331; F03D   7/0276; F05B2270/109; F05B2270/303; F03D   7/028; F05B2270/321; F05B2270/322; F05B2270/334; F05B2270/808; Y02E  10/723; F03D   7/04; F05B2240/95; F05B2270/20; F03D   7/0264; Y02E  10/726; F05B2270/3201; F05B2270/807
19112472,FR20060009204,"RESEAU DE FLOTTEURS,NOTAMMENT DESTINE POUR D'EOLIENNES ET/OU D'HYDROLIENNES SUR DES SITES MARINS DE PROFONDEUR IMPORTANTE.","L'invention concerne un rÈseau de flotteurs par exemple destinÈ pour l'ancrage d'au moins une Èolienne, ou une hydrolienne, ou encore un systËme ‡ Èolienne d'eau oscillante sur des sites marins de profondeur importante.Selon l'invention, le rÈseau est de type linÈaire ou de type surfacique et est constituÈ par un ensemble de flotteurs (2), chaque flotteur (2) constituant un noeud (41, 42) du rÈseau (1), lesdits flotteurs Ètant amarrÈs entre eux par des liaisons souples (3), chaque liaison Ètant munie d'au moins un lest immergÈ (7), lesdites liaisons permettant de maintenir les noeuds du rÈseau en des positions dÈfinies, espacÈes par des Ècartements (e) de valeurs identiques ou non, le rÈseau prÈsentant au moins deux noeuds pÈriphÈriques (41) fixÈs au fond marin par des ancrages (5) et au moins un ou plusieurs noeud(s) interne(s) (42) dont l'un au moins est un noeud utile, lesdites liaisons souples (3) permettant, en outre, d'interdire la rotation sur lui mÍme du flotteur correspondant audit au moins un noeud utile.",2006,B63B2021/206; F03D  13/25; B63B  22/00; B63B  22/04; B63B  35/44; F05B2240/93; B63B  21/50; Y02E  10/727; F03D  13/10; F05B2210/16
19115737,FR20060051048,"Hydrodynamic or streamlined profile for forming e.g. drone`s wing, has core comprising active section deformed under effect of variation of temperature of active layer inducing amplitude and direction deformation in zones of envelope","The profile (1) has an envelope mounted on an infrastructure having a core (2) extending along a longitudinal axis of a transversal section of the hydrodynamic or streamlined profile. The core comprises an active section made of a composite material, deformed in a controlled and continuous manner under the effect of variation of temperature of an active layer inducing corresponding amplitude and direction deformation in zones of the envelope. A locking device (3) locks the profile in a deformed position.",2006,B63B   1/285; B64C   3/48; F01D   7/00; Y02E  10/721; B63B   1/24; F03D   1/0675; F05B2240/311; F01D  17/16; B64C  11/20; F01D   5/148; Y02T  50/672; F15D   1/10; Y02T  50/673
19119421,FR20060055112,AERATEUR EOLIEN,"L'invention concerne un aÈrateur Èolien (1) destinÈ au brassage d'eau, notamment d'eau stagnante, comportant une plateforme (2) ÈquipÈe d'au moins un flotteur (3), un capteur d'air ‡ axe vertical (4) de type rotor de Savonius, des moyens de brassage d'eau (5) et un dispositif de transmission (6) entre ledit capteur d'air (4) et lesdits moyens de brassage (5).Cet aÈrateur Èolien est caractÈrisÈ en ce que l'aÈrateur comprend en outre au moins un capteur d'air additionnel disposÈ sur ledit dispositif de transmission (6) et orientÈ sensiblement perpendiculairement au capteur principal (4).",2006,F03D   3/02; F05B2260/64; F03D   9/28; Y02E  10/74; Y02P  80/158; F03D   3/005; F03D   9/00; F03D  13/25; F05B2240/213; F03D  15/10; F05B2240/211; F03D   9/20; F05B2240/932; Y02E  10/727
19124131,FR20070004150,"Motorization system for propelling e.g. trawler, has energy converter transforming part/entire heat energy dissipated by heat engine into mechanical energy to drive alternator, and constituted of stirling engine","The system has a heat engine (10) e.g. internal combustion engine, and battery elements (14) e.g. group of batteries, rechargeable by an alternator (13), and an electrical motor (11) supplied with electrical energy by the battery elements. An energy converter transforms part or entire heat energy dissipated by the heat engine into mechanical energy to drive the alternator. The converter is constituted of a stirling engine (15) whose head is heated by calories issued from the heat energy.",2007,F02G   1/044; F02G2254/15; F02G   5/04; F03D   9/00; Y02E  10/46; B63H  21/17; F01N   5/02; F02G2243/00; F02G   5/02; F02G2280/20; F03G   6/00; B63H  21/20; F02G   5/00; Y02E  20/363; Y02T  10/166; F02G2260/00; B63B  39/08; F02G2262/00; Y02T  70/5236; Y02T  70/5281
19127273,FR20070007881,PROCEDE DE TRANSPORT EN MILIEU AQUATIQUE D'UN OUVRAGE CIVIL,"L'invention propose un procÈdÈ de transport en milieu aquatique d'un ouvrage civil (1). Selon ce procÈdÈ : on associe au moins un flotteur (2;2a-2b) ‡ l'ouvrage civil, de faÁon ‡ assurer une flottaison stable dudit ouvrage civil dans un milieu aquatique (6), ledit flotteur entourant l'ouvrage civil et une portion infÈrieure de l'ouvrage civil s'Ètendant au-dessous dudit flotteur ; et on fait progresser l'ouvrage civil et le flotteur associÈ dans le milieu aquatique jusqu'‡ une position souhaitÈe.",2007,E02B2017/0039; Y02E  10/727; E02B2017/0069; E02B2017/0091; B63B  35/00; E02B  17/02; B63B  35/003; E02B  17/00; E02B  17/027
19358204,FRD542172,Perfectionnements apportÈs aux appareils moteurs fonctionnant sous l'action du vent,NULL,1921,F03D  13/25; F05B2240/40; F05B2240/93; Y02E  10/727; F03D   1/00; F03D  11/04; B63H   9/00
19415875,FRD601266,Rotor,NULL,1925,F03D   3/00; Y02T  70/58; Y02E  10/74; F03D   3/007; F05B2210/16; F05B2240/213; B63H   9/02
19474448,FRD661012,Roue ‡ ailette,NULL,1928,F05B2260/506; F05B2260/72; F03D   3/068; F03D   3/06; Y02E  10/74; B63H   1/10
19802249,FR19740018332,Flap type marine propulsion system - has flaps operated by alternative mechanisms to give sinusoidal or cycloidal motion,"The marine propulsion system using swinging flaps, similar to the movement of the flippers of e.g. a marine animal, and which can also be used for a water powered device, operates with a sinusoidal motion, and has a mechanism with two parallel drive shafts mounted in bearing blocks each end which can slide sideways in slots in horizontal supports, under spring pressure, each operating a crank drive arrangement, so as to vertically reciprocate a pair of parallel rods connected to two spindles secured across the flap, spaced apart and parallel to each other. These two spindles are supported in slides so that they move towards and away from one another as they reciprocate vertically. An alternate design has a cycloidal motion.",1974,F03B  17/06; B64C  39/00; Y02E  10/28; F03D   5/06; Y02E  10/70; B63H   1/36
19816297,FR19740031434,"Vehicle propulsion system using windmill - drives wheels, generators or propellors irrespective of wind direction","The vehicle propulsion system is usable on any water-borne vessel or land vehicle, transforming the wind force into that necessary for propelling it. One or more screws can be used to move the vehicle, or alternatively one or more wheels. In place of a direct drive, the drive can be transmitted by electric generators, with or without batteries. The windmill can face the wind at all times, and thus allow maximum use of the wind without manoeuvring the vehicle. The transmission may use gears, a drive shaft, or flexible means.",1974,Y02E  10/72; B63H  13/00; F03D   9/00; Y02T  70/58
19821114,FR19740035928,Wind powered generator with multiple rotors - mounted in circular ducts with square cross section entrances,A rotor is mounted in a circular duct which gradually changes to a square cross-section at the duct entrance. These assemblies of ducts and rotors are assembled in horizontal rows and a large number of rows mounted one on another in a supporting frame and thus forming a large tower. The tower is mounted on a rotatable base so that the duct entrances face the wind. The base may be supported on rollers or float on water. This method of construction permits the use of standard components in large number and so reduces the cost of construction.,1974,Y02E  10/72; F03D   1/04; F05B2240/40
19826583,FR19740041062,Machine for utilising energy of rivers or winds - has pivoted vanes mounted on endless belts driving rotors,"The machine consists of two groups of rotors (5-8 and 51-81) mounted with their axes vertical and suspended from a platform (2) supported by floats (1). The rotors are immersed in the flowing water and are symmetrically arranged on either side of the central wall (4). The rotors (5-7 and 51-71) are connected by endless belts which carry blades (9, 91) mounted on pivots and so controlled, that the angle of inclination with respect to the flow of water will result in the maximum power being generated. Additional rotors (8, 81) are provided inside the loops formed by the belts. The device can be used to extract power from rivers or tides and can be adapted to suit wind.",1974,Y02E  10/28; F03B  17/064; F03B  17/06; F03D   5/02; Y02E  10/70
19887104,FR19760002698,Wind driven machine for generating electric power - has vertical blade built of inflatable sections supported by braced structure with mounting ring running on rollers in circular track,"The wind driven machine for generating electrical power has a vertical blade (1) of aerofoil section. The blade is build up from a large number of inflated sections and is mounted on a braced structure (10). The structure (10) is attached to a circular ring (8) which runs in a bearing (9). The bearings (9) are mounted on rollers (58, 59) which run on a track forming a continuous loop. The blade can be rotated about its vertical axis to suit the direction of the wind. A linear generator (94) is built into the centre of the track with terminals arranged at intervals to collect the current being generated.",1976,B63H  13/00; Y02T  70/58; F03D   5/04; F03D   9/00; Y02E  10/70; H02K   7/183; Y02E  10/72; H02K   7/18; F03D   9/25
19892559,FR19760007781,"Prodn. and storage of hydrogen at low cost - using wind motor, generator, electrolysis plant, compressor and receiver","An appts. for producing and storing hydrogen consists of a wind motor, an electrical generator, an electrolysis plant, a compressor and a receiver. The motor drives the generator, the current from which feeds the electrolysis plant. The compressor transfers hydrogen from the cathode compartment of the electrolysis plant to the receiver. The oxygen goes from the anode compartment to atmos. The operation of the electrolysis plant and of the compressor is controlled by a float switch in the cathode compartment. The supply of make-up water is controlled by a float valve in a water supply tank. The appts. allows wind energy to be used to make hydrogen which may be stored and used, e.g. as a source of heat, at any time. Storage of wind energy is impossible, or possible only with difficulty, in existing appts., in which the energy is converted to electrical energy used directly for heating.",1976,F03D   9/02; Y02E  70/10; F05B2220/61; C25B   1/04; Y02E  60/366; Y02P  20/133; C25B  15/08; F03D   9/19; Y02E  10/72
19899425,FR19760014151,SYSTEME POUR TRANSFORMER L'ENERGIE ALEATOIRE D'UN FLUIDE NATUREL,NULL,1976,F05B2210/16; F03B  15/00; F03B  15/06; B63H  21/00; F03B  13/08; Y02E  10/72; Y02P  80/158; B63H  13/00; F03B  13/10; Y02E  60/17; F03B  13/105; Y02E  10/226; F03D   9/00; F05B2240/40; H02P   9/04; Y02E  10/22
19954572,FR19770020020,MACHINE EOLIENNE A RAMER,"<P>Machine ‡ ramer actionnÈe par le vent afin de propulser un bateau. </P><P>Cette machine comporte une voilure qui, tournant autour d'un axe vertical au milieu du bateau, actionne par l'intermÈdiaire d'une transmission convenable un appareil de nage situÈ sous le bateau. Ce dispositif permet, quelle que soit la direction du vent, de faire avancer ou reculer le bateau et de le diriger en ligne droite vers son point de destination sans avoir ‡ courir des bords. </P><P>Application ‡ la propulsion de bateaux en utilisant l'Ènergie Èolienne.</P>",1977,F03D   3/067; B63H  13/00; Y02T  70/58; F05B2260/72; B63H   1/32; F05B2240/211; F03D   3/06; Y02E  10/74
19992419,FR19780009725,Wind driven power generator - has turbine arranged for axial flow with impeller and stator blades which can pivot to form inlet damper,"The turbine has a casing with a tapered inlet (3) which is brought to face into the wind. At the inner end of the taper, there are trapezoidal stator blades (5) which can pivot on their axes to form an inlet damper. There are further rectangular stator blades (6) between rows of impeller blades (7, 8) which are attached to impellers (10) mounted on the turbine shaft. At the back of the impeller the casing has a tapered discharge flute (4). The impeller blades are circumferential (12, 36) on the rotor and the stator blades are axial (11) to give the requisite deflection to the wind.",1978,F03D   7/02; Y02E  10/28; B63H  13/00; F03B  17/06; F03B  17/061; Y02E  10/723; Y02T  70/58; F03D   1/00
20046859,FR19790017433,PROCEDE D'UTILISATION D'UN ROTOR ET ROTOR CONCERNE,"<P>L'INVENTION CONCERNE UN PROCEDE D'UTILISATION D'UN ROTOR ET UN ROTOR UTILISABLE DANS CE PROCEDE.</P><P>LE ROTOR UTILISE COMPREND AU MOINS DEUX PALETTES IDENTIQUES 6 ENTOURANT HELICOIDALEMENT L'AXE DE ROTATION DU ROTOR. LA LONGUEUR DE CHAQUE PALETTE MESUREE LE LONG DE SON BORD EXTERIEUR EST AU MOINS EGALE A 1,5FOIS LA HAUTEUR DE LADITE PALETTE. LE RAPPORT ENTRE LA HAUTEUR DE CELLE-CI ET LA DISTANCE ENTRE PALETTES EST COMPRIS ENTRE 0,5 ET 2,5. DANS LE CAS D'UN ROTOR DE PROPULSION, L'ANGLE D'INCLINAISON DES PALETTES EST COMPRIS ENTRE 20 ET 55 ET L'ANGLE RELATIF D'INCIDENCE DU FLUIDE EST COMPRIS ENTRE 5 ET 10. DANS LE CAS INVERSE D'EXTRACTION D'ENERGIE CINETIQUE D'UN FLUIDE, L'ANGLE D'INCLINAISON SUS-EVOQUE EST COMPRIS ENTRE 5 ET 20 ET L'ANGLE RELATIF D'INCIDENCE ENTRE 5 ET 10.</P><P>L'INVENTION PEUT NOTAMMENT ETRE APPLIQUEE POUR LA PROPULSION DE VAISSEAUX, L'AGITATION, LE MELANGE OU L'HOMOGENEISATION DE FLUIDES ETC.</P>",1979,B01F   7/06; F04D  29/18; Y02E  10/721; B63H   1/12; F05B2210/16; F01D   1/00; F03B   3/12; Y02E  10/223; Y02P  60/12
20096485,FR19800025456,High-lift device for wind propulsion of ships - uses boundary layer modifying retractable edge and aspiration zone formed by flared cylindrical body,"The device consists of a pref. steerable body (10) with a rounded thick symmetrical cross-section in the direction of the air flow (V). A rigid cylindrical envelope (50) defines a semicircular trailing edge and is associated with an e.g. semi-elliptical fairing (52) defining the leading edge. This lengthened leading edge reduces the energy requirement for creation of lift, but is vulnerable to excessively strong winds. Pref. the profile may be modified against this risk by inflation or deflation of a simple flexible or semi-rigid envelope (52a) of cloth. Significant depressions can be formed on the leeward side by a permeable aspiration zone (54) and a flap (14a) which separates the air flows on the top and bottom faces. The device is also used to generate electricity.",1980,F03D   3/00; Y02E  10/74; B63H   9/06; B64C  21/02; B64C2230/04; B64C2230/22; F03D   3/007; F15D   1/12; B64C2230/06; F05B2240/201; B63H   9/04; Y02T  70/58; B63H   9/02; B64C  21/025; Y02T  50/166
20107858,FR19810001401,Wind powered craft with stayed mast - has supple axially symmetrical sail fixed to mast top by slidable universal joint,"The wind powered craft uses a stayed mast (47,48) to mount a sail (2) on a frame (41). The sail is supple, and axially symmetrical with its leading edges (3,4) and its tail (5) being rigidly connected to a plane framework comprised of two identical lateral spars (7,8) and a boom (9). The boom is swivel-mounted (19) on the head (16) of the mast with the sail centre located aft of the swivel joint, and the position of the spars may be maintained by rigging wires (27,31) and spreaders (28). Sheets (25) to port and starboard together with a clew-sheet (24) may control sail movements.",1981,B63B   1/12; B63B   1/121; B63H   9/06; B63H   9/069
20113524,FR19810006751,High-lift device for wind propulsion of ships - uses boundary layer modifying retractable edge and aspiration zone formed by flared cylindrical body,"The device consists of a pref. steerable body (10) with a rounded thick symmetrical cross-section in the direction of the air flow (V). A rigid cylindrical envelope (50) defines a semicircular trailing edge and is associated with an e.g. semi-elliptical fairing (52) defining the leading edge. This lengthened leading edge reduces the energy requirement for creation of lift, but is vulnerable to excessively strong winds. Pref. the profile may be modified against this risk by inflation or deflation of a simple flexible or semi-rigid envelope (52a) of cloth. Significant depressions can be formed on the leeward side by a permeable aspiration zone (54) and a flap (14a) which separates the air flows on the top and bottom faces. The device is also used to generate electricity.",1981,B64C2230/06; F15D   1/12; Y02E  10/74; B64C2230/04; B64C  21/025; F03D   3/007; Y02T  50/166; B63H   9/04; B64C2230/22; F03D   3/00; B63H   9/00; F05B2240/201; B64C  21/02
20118263,FR19810011254,"PLATE-FORME MARINE, NOTAMMENT DE FORAGE, ET PROCEDE DE MISE EN PLACE S'Y RAPPORTANT","The platform comprises a body (1) having a density less than one, said body (1) carries a loading (6, 7, 27) and is connected to anchoring means (9) at the sea bottom (11) by mechanical tension linking means (12) so that it is totally immersed when in operation. The upper structure comprising the body (1) and its loading (6, 7, 27) have a positive buoyancy even when the loading reaches its maximum rated mass. The linking means (12) are a single attachment or a plurality of parallel attachments. Taking into account foreseeable lateral efforts (L) and the water depth (h) on the site , the body (1) is dimensioned so that the upward thrust (T) is sufficient to prevent the lateral drift (d) from exceeding a value considered as the maximum admissible value. Application particularly to the drilling or collecting of various energies.",1981,E02B2017/0091; E21B  17/01; F05B2240/93; B63B   9/06; B63B  21/50; B63B  21/502; B63B2035/446; F05B2240/95; B63B  75/00; Y02E  10/727; F03D  13/25
20155698,FR19820014916,"Aerodynamic, hydrodynamic and thermodynamic applications of one or more walls with controlled porosity","Application of the aerodynamic, hydrodynamic and thermodynamic properties of a wall comprising a large surface opening, a significant interior void and a suitable thickness. Overall effect of slowing of fluids.",1982,F03D   1/065; B63B   1/34; Y02T  70/121; F03D   1/06; F15D   1/00; Y02E  10/721
20235451,FR19850005118,Floating air-driven power station,"The present invention relates to the production of an industrial assembly intended to produce electricity from wind energy. This assembly is installed on a floating support 39 fixed, by means of an anchoring device 38 articulated at the transom, to a submerged gantry 1 articulated at its two ends. The anchoring device is produced in an air bell. It allows the power station to rotate controlled by the action of the wind and of the oscillatory movements with respect to a non-selective horizontal axis. Current is transported through this air bell then reaches the shore via a leaktight flexible conduit 2. The assembly, of integral design, comprises: the generators 3, the wind-powered assembly 4, the shutoff flaps 6, 7, the transmission shaft 8, the anchoring fastening framework 20, the electric pipes 26, foundations of the submerged gantry 28, a control room 32, a maintenance workshop 33, a store for spare parts 34, the housing for the crew 37. <IMAGE>",1985,F03D  11/04; F05B2240/95; Y02E  10/727; Y02P  70/523; F03D  13/25; F05B2240/93
20274863,FR19860016047,Boat with a hydroplaning underwater hull and internal structure with a concave rabbet and convex frames which may or may not be fitted with a tripartite centreboard with detachable ballast,"Wind-powered or motor-powered boat with a hydroplaning concave underwater hull. The invention relates to the shape and the tracing of a hydroplaning boat made from commercial plates, and developing based on logarithmic curves, several conic volumes with the same surface area giving, after shaping, a floating volume which may or may not be fitted with its leeway-preventing appendage fitted with a detachable ballast. It consists of a counter 1 assembled in conjunction with the initial planking and upper planking 25 by means of symmetric cones 11 made from the aft frame 2 which delimits the surface area included between the two bilges 9 which come together at the apex of the stem cone 24 assembled by its stern bands (pegs) 7 and defined by the foreframe 5 generating the gripe 8. The main-frame 3, the central frame 4, the foreframe 5 and the aft frame 2 serve to define the coordinate master points of the bilges 9. <IMAGE>",1986,B63B   1/18; B63B   1/04; B63B   3/38
20275708,FR19860016874,Device actuating moving bodies using wind energy,"It makes it possible to propel, lift, stabilise or control any sea or land moving body 7 so as to obtain its self-propelled movement. It includes a rotor 1 of the helicopter type whose non-vertical shaft 2 revolving freely in a hub 3 which can be oriented 5 is fitted with a brake 4. Self-rotation under the action of the wind generates a gyroscopic effect and an axial aerodynamic thrust which are regulated by the inertia, the orientation of the rotor, and the setting of the pitch of the blades 8. The propulsion and lift forces are applied to the moving body in accordance with the direction of the shaft by a mast 6 which can pivot 24 or an arm 9 which is oblique so as to combat overturning. The orientation of the rotor is direct, or induced by cyclic pitch variations. All the adjustments can be effected remotely 15 with or without automatic control and computer. The rotor, possibly coupled 21 to a machine producing 28 or receiving 29 accumulated energy 22, gives autonomy. The device according to the invention is particularly intended for actuating all boats and scale models. <IMAGE>",1986,F03D   9/32; F05B2240/93; Y02E  10/727; B63H   9/00; F03D   9/00; F03D  13/25
20312515,FRD879826,"Perfectionnements aux procÈdÈs et dispositifs de fourniture automatique d'Ènergie aux bateaux et ‡ tous corps flottants ou plongeants dans l'eau, notamment pour leur propulsion",NULL,1941,F03D   5/00; Y02E  10/38; F03B  13/18; F05B2240/311; Y02E  10/70; F03B  13/20; B63H  19/02; Y02E  10/721; Y02T  70/59; F03B  13/188
20338676,FRD889560,AÈromoteur ou voilure aÈrodynamique ‡ grand rendement pour tous navires,NULL,1943,B63H   9/061; B63H   9/06; F03D   9/00
20346713,FR19890006933,Ploughing disc of the type intended to be mounted to rotate freely on a spindle secured to the chassis of a plough,"The invention relates to a ploughing disc of the type capable of being mounted to rotate freely about a spindle secured to the chassis of a plough, the said spindle being inclined with respect to the direction of forward travel of the plough to impart a rotational movement to the said disc when the plough moves along. Its periphery is in the form of a series of convex lobes 21. <IMAGE>",1989,A01B  15/16; F03D   3/068; B63H   1/10; F03D   3/06; Y02E  10/74; Y02P  60/12; F05B2260/72
20354238,FR19890014424,Disc plough,"1. Plough, characterised in that it comprises at least one set of discs (1) according to any one of the claims of the main patent, mounted secured to a common shaft, the lobes (3) of two adjacent discs being angularly offset by a given amount (a). 2. Plough according to Claim 1, characterised in that the lobes of two adjacent discs are offset by an angle lying between approximately 10 DEG and 30 DEG , and preferably between 15 DEG and 20 DEG . <IMAGE>",1989,F03D   3/068; A01B  15/16; F03D   3/06; B63H   1/10; Y02E  10/74; Y02P  60/12; F05B2260/72
20427954,FR19920010300,Sails for wind powered devices and propulsion - constructed from adhesively bonded overlapping panels,"Process for fabricating sails for wind-powered devices and wind propulsion purposes by bonding together the rigid and flexible parts of the sail such as widths of sail fabric, spindles, panels and reinforcing parts, using a structural adhesive which (a) has good surface bonding characteristics w.r.t. the materials of construction of the sail and (b) has sufficient cohesive strength to transmit mechanical forces between neighbouring components of the sail, characterised in that the adhesive joints are of low thickness and are formed parallel to the surface of the parts being bonded in overlapping joint zones between the component parts of the sail so that the adhesive can transmit all the mechanical forces circulating between the component parts and in the surface of the sail during normal use. USE/ADVANTAGE - The process allows sails of any size or shape to be fabricated for use in any wind propulsion application. The wholly bonded construction of the sail gives better transmission of the forces generated in the sail over the whole area and overcomes the distortion with ageing which can occur with stitched or rivetted sails, so that the sail retains its shape and fills properly throughout its life.",1992,B29C  65/00; B29C  65/4815; B29C  65/5092; B63H   9/06; B63H   9/067; B29C  65/484; B29C  65/5007; B29C  65/482; B29C  65/483; B29C  65/485; B29C  66/729; B29C  65/4825; B29C  65/48; B29C  65/481; B29C  66/43; B29C  65/50; B29C  65/5057; B29C  66/1122; D06H   5/00
20464977,FRD937903,"SystËme et installation pour le rÈglage automatique de la vitesse de rotation des moteurs et des propulseurs fluido-dynamiques, en particulier des moteurs ‡ vent et des propulseurs marins",NULL,1946,B63H   3/04; F03D   7/02; Y02E  10/723; F03D   7/0212
20477392,FR19940008995,Wind-turbine operated drive system for ship's screw,"A motorised (11) turn-table (6), computer-controlled (12) using a wind direction sensing vane (13, 14), keeps the turbine intake (3) facing up-wind. Deflectors (8) control the entering air-flow (3). Opt., the casing contains two rotors, or a horizontal axis turbine. A manual or electronic selector (15) connects the turbine drive (7) to a gearbox (23) with final output to the screw (18), or to a battery-backed (20) generator (16), supplying a motor (22) connected to the same gearbox, or to both drives simultaneously. Opt., the battery alone provides the propulsive power, or the generator is used only to recharge the battery. The configuration chosen at any given time depends on navigational needs and wind conditions. In stormy weather, the turbine is disconnected.",1994,B63H  13/00; Y02T  70/5254; Y02T  70/58; F03D   3/02; F03D   9/11; F05B2240/931; F03D   3/0463; F03D  15/10; F03D  11/04; F03D  13/20; Y02E  10/727; Y02E  10/74
20502075,FR19950007877,Parachute-driven wind or water generator producing electrical energy,"The generator has a horizontal arm (1) with a large wheel (2,3) at each end. A cable or belt (4) runs over these wheels. Parachutes are attached to the cable at regular intervals along its length. The horizontal arm is directed into the wind or water flow so that the moving wind or water opens the parachutes along the one side of the installation, and the flow carries them to the wheel at the end. As the parachutes return they are folded closed by the oncoming wind or water flow, allowing them to return with minimum drag. A control vane (10) measures the direction of the flow and controls hydraulic actuators that direct the arm into the flow. The arm is mounted on a column or on a floating raft.",1995,F03B  17/062; F03B  17/06; Y02E  10/28; F05B2210/16; F03B   9/00; Y02E  10/70; F03D   5/02
20534487,FR19960014346,"Flexible electric generator using energy of wind, wave or water flow","The device has two arms (10) each with two wheels (3) at its ends and the two arms are linked by two looped cables (4) on which the parachutes (1,6) are mounted. One parachute opens out and is displaced by the wind while the other closes up. Alternatively the parachutes may be rigid and permanently open with the return part of the cycle protected from the wind by a casing. To catch the wind, the device is mounted on a pylon (8) and a shell (7) with a vane (10) to direct it into the wind. To capture the force of the waves, the arms are replaced by a system of floats.",1996,Y02E  10/70; F05B2260/4021; Y02E  10/721; F03B   9/00; F05B2240/311; F05B2240/31; F05B2240/93; Y02E  10/28; F03B  17/06; F03D   5/02; F03B  17/067
20541643,FRD966831,Perfectionnements aux machines hydro ou aÈromotrices,NULL,1948,B63H   1/20; F05B2240/30; B63H   1/26; B63H2005/103; F03D   1/06; F03D   1/065; B63H   1/12; Y02E  10/721; B64C  11/006
20591491,FR19980016526,Quintamaran boat with five hulls propelled by wind or engine comprises central hull with two floats arranged on each side and spaced parallel from the central hull,"The multi-hulled boat is called a quintamaran. It can be propelled by wind power or with an engine. It has a central hull (1) and two lateral floats (2,3) arranged on each side of it. The distance from the axis A A' of the central hull to float 3 known as the distance d is less than the distance from the axis A A' to float 2 known as the distance h. The distance d can be equal to h, or h can be less than d.",1998,B63B2001/126; B63B   1/12; B63B   1/20; B63B   1/125
20599368,FRD989403,"Dispositif pour le rÈglage des ailettes ou aubes de ventilateurs, pompes ou hÈlices de navires et d'avions",NULL,1949,B63H   3/12; F03D   7/0224; F03D   7/02; Y02E  10/723; F04D  29/36; F05B2260/74
20614661,FR19990011604,"Fully-automatically-controlled, accurate positioning system for deep, sub-sea object, operated from floating surface station, includes three or more intermediate bases locating through acoustic links","At least one floating base (1) is a self-propelled support, which is autonomous and manned. Its propulsion system is under a system of automatic control and command. It is kept on station in a predetermined zone (10) on the surface (5). This permits stationing of the three intermediate bases with respect to each other and with respect to the subsea object (2). Acoustic paths between the subsea object and the intermediate bases are maintained sensibly identical. An Independent claim is included for the corresponding method of positioning a sub sea object. Preferred features: The automatic command and control system is interconnected to an independent station, preferably a support ship (8). The supervisory system includes radio (9) communication between station (8) and the intermediate bases. A computer program is used to calculate motion of the floating base in terms of positional information transmitted. The control and command system includes radio communication between the self-propelled floating base and the independent station. Sensors measure parameters relating to the functional state of the floating support and actuators control its propulsion. The supervisory system inputs data concerning various functional parameters of the floating support and positions of intermediate bases and subsea object. The location system used at the surface is based on an absolute terrestrial locator based on satellites (GPS). Each support is electrically-propelled. Charging is by means of electrical generator, wind power, or solar panels. The floating base offers similar resistance to wind and current in all directions. Each self-propelled support has a stabilizer with acoustic detector for location. Each has a telescopic arm which can be lowered below the hull, carrying an acoustic sensor of the location system.",1999,B63B  35/00; G01S   5/18; B63B2203/00; G01S  19/14; G01S  19/35; B63B  79/00; B63B2035/008; G01S  15/87
20668210,FRD1040606,"Dispositif pour le rÈglage des aubes de ventilateurs, pompes ou hÈlices de navireset d'avions",NULL,1951,F03B   3/14; F05B2260/74; F03B   3/145; F03D   7/0224; Y02E  10/223; F03D   7/02; F05B2260/76; F05B2260/79; F04D  29/36; Y02E  10/723; B63H   3/12
21026791,GB19180002426,"Improvements in and relating to the Driving of Ships, Boats, Windmills, Flying Machines and the like.","124,012. Vald⁄s y Cort⁄s, S. Feb. 11, 1918. Paddle-boxes. - Relates to means for driving boats, ships, aircraft, and windmills, and consists in fitting to paddles or paddlewheels a fixed or rotatably adjustable casing or hood, approximately semicircular, enveloping substantially one half of the wheel, and having apertures in its walls to permit the fluid to pass away from the casing or hood. Fig. 2 shows a paddle wheel 6 with its casing 7 having perforations 8 at the sides, and peripheral apertures 10 fitted with deflecting vanes 11 which may be fitted with means for varying their angles of inclination. In a modification, the openings and vanes of the periphery of the casing are constructed in the form of buckets.",1918,B63H   1/04; B64C  39/003; F03D   3/0472; F05B2210/16; F03D   3/02; B63H   5/02; B64C  39/00; F03D   3/0445; F03D   3/04; Y02E  10/74
21166204,GB19750006424,ENERGY EXTRACTING MACHINE,"1518151 Wind and water driven rotors E W H CHRISTIE and A M PECK 14 May 1976 [14 Feb 1975] 6424/75 Heading FIT A wind or water driven rotor 1 comprises at least two longitudinally extending helical blades 2, 2' spaced about the rotor axis with the concave sides of their curved portions 10, 10' extending through at least 90 degrees and facing in the same circumferential direction. The angle of twist of each blade times the number of blades is 360 degrees or a multiple thereof, e.g. the two blades shown each twist through 180 degrees. The wind motor shown is supported by shaft 4 in bearings 5 carried by mast 6, a pulley 7' providing power output e.g. to a generator or pump. The blades may be of sheet steel or glass fibre and may have a thickened aerofoil profile Fig. 5 (not shown). To prevent excessive loading, self closing venting ports or fail safe weaker sections may be provided. Alternatively the rotor support may deflect against return springs. Blades 2, 2' may have radial stiffening members 11 or longitudinal internal baffles (11'), Fig. 4 (not shown). Several rotors may be suspended with their axes horizontal from a support frame which is steered into wind on a circular track by vertically extending rotors. In a water driven arrangement one or more rotors may be anchored to a river bottom, mounted on floats or suspended from a bridge. The axial lift effect produced by the helical blades may be used to lift a vertically mounted rotor clear of flood waters, or in a three blade wind motor Fig. 11 (not shown) to relieve the load on bearings (31). Other mounting arrangements are described.",1976,F05B2210/16; F05B2240/213; F03D   3/065; Y02E  10/74; F03D   3/06
21280255,GB19460009677,Improvements relating to hydraulic turbines and wind motors,"610,149. Hydraulic turbines; wind motors. BURDICK, C. L. March 28, 1946, No. 9677. [Class 110 (iii)] A hydraulic turbine or wind motor of the kind having a shaft on opposite sides of which are mounted one or more blades adapted to oscillate about axes at right angles to the shaft axis, each blade on one side having its plane at right angles to the plane of each blade on the other side, the blades are oscillated through link mechanism by a cam splined to the shaft, the cam engaging a trunnion normally fixed in position. Pairs of flat blades 4 are mounted on shafts 3 which are journalled in the main shaft 1 at right angles thereto. The shafts 3 are interconnected by a link 6<1> and cranks 5 and are connected by a further link 6 to a cylindrical member 7 slidably keyed to the shaft 1. A stationary detent 10 engages a cam groove 9 on the member 7, so that the latter reciprocates longitudinally as the shaft 1 rotates, thereby oscillating the blades 4 through an angle of 90 degrees and back during each revolution of the shaft 1. The detent 10 is carried by a slidable member 14 which is normally arrested by a detent 11 having a wedge-shaped end which engages an opening in the member 14. The detent 11 may be wholly or partially withdrawn to put the machine wholly or partially out of action. The shaft 1 is mounted in spherical bearings 2. A number of such shafts may be coupled together in alignment; flexible couplings may be used. Wheels 15, freely mounted on the shaft 1 act as guards to prevent damage to the blades as by touching the bottom or shore. The machine may be mounted on suitably anchored floats or boats, and may drive an electric generator with which may be associated storage batteries to maintain a constant supply.",1946,F03D   3/06; Y02E  10/74; F03D   3/068; F05B2260/74; F03B  17/067; F03B  17/06; Y02E  10/28
21301444,GB20000004532,Wind-powered generating device having a convergent duct,"Airflow is concentrated onto a wind-powered generator by means of a convergent duct. The duct may be circular in cross-section and there may be a plurality of ducts and generators (fig. 4). Alternatively, a single elliptical cross section duct (fig. 6) may accommodate a plurality of generators. The duct may be mounted on a turntable so as to enable alignment with the wind direction. The duct and generator may be mounted on an offshore concrete caisson (fig. 3), or piled platform. The duct may be mounted on a sloping site (fig. 2).",2000,F03D   1/04; Y02E  10/72; F03D   9/28; F03D   1/02
21316444,GB20000019235,Total energy extractor,"An offshore structure comprises a cellular concrete base means 1 supporting a number of wind turbines 2, oscillating water column systems 8 and tidal current power generation units 4 adapted to extract wind, wave and tidal current energy from the structures surrounding environment. The base means may be constructed in floating moulds by a process of spraying and laminating concrete before being towed to and then sunk in a designated position. The structure may be shaped such that it directs tidal current flow towards the tidal current power generation units. The structure may incorporate tanks for fish farming and may provide shelter for ships.",2000,E02B  17/02; E02B2017/0086; A01K  61/00; A01K  61/60; F03B  13/14; F03D  13/25; Y02E  10/28; Y02P  60/64; Y02E  10/38; E02B  17/025; F03B  13/26; Y02A  40/826; Y02E  10/32; Y02E  10/727; E02B2017/0091; E02B   9/08; F03B  13/00; F03B  13/142; F03D   9/00
21326267,GB20000029189,Combined wind and water generator,"A generator has interchangeable wind (10, Figure 1) and water 14 turbine assemblies, and drive means 15 selectively connected to a drive shaft 2 that transmits torque to a generator 3 or other energy conversion device which is pivotably mounted 13 on a sailboat for immersion of the turbine in wind or water flow as required. The mounting arrangement may include a yaw arm 5, vertical tube 23, and brackets 22 and 26 attached to the sailboat. The bracketry is releasably mounted to the vertical tube 23, and the yaw arm 5 can rotate and slide about the vertical tube to allow positioning of the turbine in either air or water flow. The energy conversion device may be an alternator, pump or friction mill, and the drive shaft 2 may be flexible or telescopic and pass though the centre of the vertical tube 23. The orientation of the yaw arm may allow furling of the wind turbine at high wind speeds. A lanyard may be included to allow deployment and recovery of the machine, and to set the operating depth of the impeller.",2000,F03D   9/008; F03D  13/25; B63J2003/046; F03D   9/25; Y02E  10/28; F03B  17/061; F03D   9/00; Y02E  10/725; Y02T  70/70; B63J   3/04; F03B  17/06; F05B2240/931; Y02E  10/727
21366224,GB20020000579,Platform provided with renewable energy converter systems,"A moored floating or shore-based platform 11 is provided with a plurality of different renewable energy converter systems. The systems may include wave energy converters 12, wind generators 14 and 15, solar collectors (20, Fig 4), sea current turbines 16 and ocean thermal energy converters. The power generated by the systems may be cabled to nearby power grids or may be used in the hydrolysis of water to form oxygen and hydrogen for fuel cells. The platform may be hexagonal in plan view and several platforms may be joined to form a larger integrated structure (Fig 7). The platforms may provide facilities (29, Fig 5) for fish farming and may incorporate housing 35, warehousing and industrial units. A raft of joined platforms may be used for coastal protection and/or as a harbour for ships 34.",2002,F03D   9/257; F24S  20/70; B63B  35/44; F05B2240/93; B63B2035/446; F05B2210/16; F05B2240/95; H02S  10/12; B63B   3/08; B63B2035/4466; F03D  13/25; F03G   7/05; Y02T  70/14; B63B2035/4433; B63B2035/4453; F03D   9/00; F05B2210/18; Y02E  10/34; Y02E  10/46; Y02E  10/725; F03G   6/00; B63B  35/38; Y02E  10/727; Y02P  80/22; Y02E  10/38; Y02P  80/24
21369519,WO2002GB02288,ROTOR AND ELECTRICAL GENERATOR,"A rotor for an electrical generator and a generator incorporating such a rotor, the rotor consisting of a central hub, a radially spaced concentric rim portion with rotor magnetic elements mounted upon it, and a plurality of elongate tension members extending generally between the hub and the rim, maintained substantially in tension so as to maintain the rim substantially in compression. The hub is rotatably driven by an axially spaced power drive means such as a wind or marine current turbine.",2002,H02K   1/185; H02K   5/04; H02K   1/18; H02K   7/1838; H02K   7/18; H02K   7/1823; H02K   1/30; H02K   7/08; H02K  21/14; Y02E  10/725; H02K   7/085
21375125,GB20020005207,Floating offshore windtower,"A floating support structure comprises a watertight hull 1, a gravity or suction foundation comprising one or more components 7 located on the seabed and one or more buoyancy devices 4 connected to said watertight hull and configured to provide excess buoyancy and additional stability. The watertight hull and buoyancy device assembly is tethered to the foundation such that the excess buoyancy is manifested as a force in the tethers. A telescopically extendable shaft 3 extends upwardly from the hull and has a hoist 9 located at the shaft top. A wind turbine 8 may be located at the top of the shaft while a generator may be located in the hull. The structure can be towed with the shaft retracted and subsequently extended and grouted following installation. A method of connection several of the structures using horizontal connectors is also disclosed.",2002,B63B  21/502; F05B2210/18; E02B2017/0091; E02D  27/425; B63B   1/107; F03D  13/22; F05B2240/93; F05B2240/96; F03D   1/00; Y02E  10/727; F05B2240/95; B63B  21/27; E02D  27/42; F03D  13/25; B63B  21/50; B63B2035/446
21395083,GB20020024656,Mounting of offshore structures,"A foundation 30 for mounting an offshore structure (4, Fig 1) such as a wind turbine comprises a socket 32 for receiving and retaining an end part (10, Fig 1) of the structure. The socket has a base surface 34, an intermediate supporting part 36 and an upper body 38 having an internal guiding surface 40 for guiding the end part of the structure into the intermediate supporting part. The guiding surface also forms a reaction surface which operatively cooperates with alignment means (14, Fig 4) of the structure for alignment of the structure when inserted into the foundation. In a second embodiment the base surface is conical and conforms to the leading end (12, Fig 1) of the end part which is also conical. The structure may be installed into the foundation from a transporting barge (2, Fig 1) having a cable stayed A-frame (16, Fig 1) which supports the structure in a vertical orientation as it is lowered into the foundation.",2002,E02B2017/0047; F03D  13/10; Y02P  70/523; E02B2017/0043; E02D  27/52; E04H  12/22; F05B2230/6102; F05B2240/97; Y02E  10/727; B63B  27/08; E02B  17/027; E02B2017/0091; E02D  27/425; E04H  12/2269; F03D   1/00; F05B2240/95; B63B  35/003; E02B  17/02; E02D  27/42; F03D  13/22; E02B  17/00; E02B2017/0039; E02D  27/50
21429753,GB20030024212,Method of installing an offshore structure,"A method of installing an offshore wind turbine is provided. The wind turbine has a base 2 and a tower 4 extending upwardly therefrom and is installed at an installation site on the seabed. The method comprises: transporting the turbine to the installation site supported on a barge 26 such that the tower extends substantially parallel to the barge deck; at the installation site, causing the turbine to rotate under the effect of gravity acting on the base thereof until the tower extends substantially perpendicular to the barge deck and the base is in the sea; and lowering the base to the seabed. The turbine base may be ballasted to cause the turbine to rotate under the affect of gravity.",2003,E02B2017/0047; E02B2017/0065; F03D  13/10; E02D  27/425; E02B  17/02; E02B2017/0091; B63B  27/08; E02D  27/42; F03D   1/00; Y02E  10/727; E02B  17/00; E02B  17/027; B63B  35/003; F03D  13/40; F05B2240/95
21450118,GB20040014500,Floating offshore windtower farm,"A method of combining two or more floating wind turbine support structures enhances dynamic stability in the combined system. The method comprises interconnection of the structures using horizontal flexible connectors 12 with optimised stiffness and pretension, such that horizontal forces acting between each structure are in opposition to the environmental loadings. A mid-water float chamber 13 tethered to the seabed may also be used to anchor the support structures and reduce motions. Adjacent connected structures may be placed at such a distance so as to be subject to differing phase of the wave cycle at the same instant.",2002,F03D   1/00; F05B2240/96; B63B  21/502; E02B2017/0091; F05B2240/95; B63B2001/044; Y02E  10/727; B63B2035/446; B63B   1/107; B63B  21/50; F03D  13/25; F05B2240/93
21453191,GB20040017618,Rotating superconducting machines,"First and second rotor assemblies 2,4 are located to rotate so as to surround the stator assembly 14 and are spaced from the stator assembly by an air gap. The first and second rotor assemblies 2 and 4 have at least one superconducting field winding that is cooled by a cooling system incorporating a cryocooler and supplied from a brushless exciter 26. The superconducting field windings may be formed from a High Temperature Superconducting (HTS) material e.g. BSCCO-2223 or YBCO or a Medium Temperature Superconductor (MTS) e.g. MgB2. Low Temperature Superconductor (LTS) options are also disclosed e.g. Nb3Sn or NbTi. The stator is ironless and electromagnetic shields 20 shield the rotors from stay AC stator fields. Applications include direct drive wind turbine generators or marine propulsion motors.",2004,H02K  55/04; Y02E  40/625; Y02E  10/725; H02K  16/02
21458567,GB20040023052,A ring shaped node joint for an offshore tower support base,"A cast steel or part cast steel ring node 1 for an offshore windmill (Fig 1) or other similar tower support base, which has one or more partial stub extensions A shaped as semi-circular, section protrusions such that connecting tubular secondary legs 2 connect partly to these stubs and partly to the main tower body (5, figure 6) of the windmill, and therefore have mitred connecting ends at different angles. The ring node, when pre-connected to one or more secondary legs as an assembly, may be mated onto and lowered over a tower pile, pre-installed into the sea-bed. When these secondary legs are also piled in place on the sea-bed, and the ring node fixed in some way to the tower column, the whole assembly becoming a more efficient support structure for an offshore windmill or similar structure (Fig 6).",2004,F03D  13/22; E02B2017/0091; F03D   1/00; F05B2240/95; E02B  17/0004; E02B  17/00; F03D  11/04; F05B2240/97; Y02E  10/727
21477077,GB20050013264,Mounting of offshore structures,"Apparatus (10,fig 1A) for use in mounting an offshore structure 14 on an offshore support base 28 comprises a first supporting component 12 operatively attachable to a lower part of the offshore structure and a cushioning arrangement (20, 22, 24) operatively disposed between the first supporting component and the offshore support base and operable to hold the offshore structure in a spaced apart relation from the offshore support base. The cushioning arrangement is also operable to lower the first supporting component carrying the offshore structure until the offshore structure is mounted on the offshore support base. A system and method for using the apparatus incorporating a crane 32 to lift the offshore structure and apparatus onto the offshore support base is also disclosed.",2005,E02B2017/0091; F05B2240/95; F03D   1/00; E02B  17/00; E02B2017/0043; F03D  13/10; Y02E  10/727
21490508,GB20060000165,Foundation for constructions,"The invention relates to foundations for a construction, comprising at least one pile-type device that is anchored in or on the ground and essentially consists of a longitudinal pile element. Said pile-type device also comprises at least one reinforcement element, which is configured and located in such a way that a gap is formed between the reinforcement element and the pile element. Said gap can be filled at least partially with at least one loose and/or free-flowing material.",2004,F03D  13/22; E02D  27/44; Y02E  10/727; E02D  27/42; F03D  13/25; E02B2017/0091; E02D  27/12; F05B2240/95
21499813,GB20060009546,Mounting of offshore structures,"A foundation (30') for mounting an offshore structure (4), such as a wind turbine, The foundation (30') comprises a socket (32') for receiving and retaining an end part (10 fig 1) of the structure (4). The socket (32') has a base surface (34, Fig 3) an intermediate supporting part (36, Fig 3) and an interface piece (50) with an internal guiding surface (540) for guiding the end part of the structure (4) into the intermediate support part. The interface piece (50) is mounted in a desired alignment so as to operatively align the structure (4) in the desired alignment when it is inserted in the foundation (30). The structure may be installed into the foundation from a transporting barge (2, Fig 1) having a cable stayed 'A' frame (16, Fig 1) which supports the structure in a vertical orientation as it is lowered into the foundation.",2002,F03D  13/22; F05B2230/6102; F03D  13/10; Y02P  70/523; E02B  17/00; E02B2017/0039; E02D  27/52; F05B2250/232; Y02E  10/727; E02B2017/0043; E02B  17/02; E02D  27/42; F03D   1/00; F05B2210/16; E04H  12/22; F05B2240/95; E02B  17/027; E02B2017/0047; E02B2017/0091; E02D  27/425; E04H  12/2269
21504808,GB20060014581,Method Of Operating A Wind Turbine,"A method of operating a wind turbine, comprising the step of reducing the rotor speed and/or the generator power in response to one or more variables exceeding predetermined value(s), wherein said variable(s) includes: the wind direction relative to the horizontal direction of the main shaft of the turbine and the turbulence of the wind, as sensed by external sensors, and any other variable(s) as sensed by one or more sensors mounted on components of the turbine and sensing a condition of that component. The rotor speed may be reduced by adjusting the pitch and yaw of the turbine.",2006,F03D   7/042; F05B2270/335; F03D   7/0204; F03D   7/028; F05B2270/334; F03D   7/0276; F05B2240/95; F05B2270/109; F05B2270/303; Y02E  10/723; F03D   7/0264; F05B2270/331; Y02E  10/726; F03D   7/022; F05B2270/20; F05B2270/321; F05B2270/322; F05B2270/808; F03D   7/02; F05B2270/107; F05B2270/807; F03D   7/04; F05B2270/3201
21512610,GB20060022452,Vertical Axis Wind Turbine with Pivoted Propeller Blades,"A blade assembly for vertical axis windmills (for driving use, eg for propelling boats, or for driven use, eg for wind or tidal flow generators) maintains the blades advancing towards the wind generally streamlined, the blades retreating generally bluff giving greater power outputs for a given swept area. A vertically rotatable main rotor arm 7 fixed to an output shaft 8 may carry eg two blades 1 each rotatable about a vertical axis and having a blade pulley 2. A wind direction following vane 3 is fixed to a vane pulley 4. A toothed belt passes around the pulleys 2,4 and the blade pulleys 2 have twice as many teeth as the main pulley 4 such that the blades 1 rotate at half the angular velocity of the main arm 7 and in the opposite direction to reduce the frontal area of the blades presented to the wind. Protection from extreme wind speeds may be provided by a weighted bell-crank (13) flying outwards under centrifugal force and acting via a sliding collar (11) and rods (12) to turn the blades 1 to the horizontal plane.",2006,F03D   7/02; F04D  15/02; F04D  15/0209; F04D  23/00; Y02E  10/28; B63H   1/06; F03B  17/06; F03D   3/06; F05B2210/16; F03B  17/067; Y02E  10/74; F03D   3/068; B64C  11/00; B64C  11/003; F03D   7/0264; F03D   7/06
21513231,GB20060023079,Multi-rotor wind turbine,"A wind turbine arrangement comprises a tower 5 and at least two arms 3 projecting outwards there from. A wind turbine 1, 2 is attached to an end of each arm 3, with means being provided to selectively lower each turbine 1, 2 towards the base of the tower 5 to allow for easier maintenance. The arms 3 may be rigid with one another and pivoted to the tower 5 such that each turbine can be lowered in turn. In this arrangement two or three arms 3 and wind turbines 1, 2 may be provided. Alternatively the arms may be independent from one another and as such may both be lowered at the same time. The turbines 1, 2 may also be lowered whilst the arms 3 remain in a substantially horizontal position. A method of control is also disclosed which can align the turbines 1, 2 with the wind direction by means of blade pitch adjustment. The tower 5 may be mounted on land or at sea.",2006,Y02E  10/723; F03D   1/02; F03D  13/20; F03D  13/25; F05B2260/70; Y02E  10/727; F03D   1/00; F03D  80/50; Y02E  10/726; F03D  11/04; F03D   7/0204
21516856,GB20070000679,Marine turbine and support with locating device,"A turbine (10, figure 1) and support (2, figure 1) there for comprise complimentary male and female engaging portions (12, figure 1), 8 such that when the turbine (10) is lowered onto the support (2), the male and female portions (12), 8 contact, thereby providing an operational engagement there between. The female portion 8 may comprise a generally cone shaped socket. Spacing means 22 may be provided on the male portion (12) to aid location into the female portion 8, the spacing means 22 preferably being made of a compressible rubber. The male portion may comprise a rotatably mounted member connected to the turbine (10), bearings 24 preferably being located between the rotatably mounted member and an inner surface of the male portion (12), and preferably further still a motor 26 may be provided within the male portion (12) to rotate the turbine (10). This arrangement is intended to easily allow a submerged marine turbine (1) to be lifted from its support (2) for examination and/or repair.",2007,F03D   1/00; F03D  13/10; E02B2017/0091; Y02P  70/527; F03B  13/10; Y02E  10/28; F05B2210/16; F05B2230/604; F03B  13/264; F03B  17/06; F05B2240/97; F03B  17/061; F03D  11/04; F03D  13/20; F05B2230/61
21518713,GB20070002552,Airfoils with automatic pitch control,"An airfoil or hydrofoil 30 arranged for use in a fluid flow of varying direction relative to the airfoil has arranged thereon a plural axis hinge 50 for automatic adjustment of the angle of pitch of the airfoil. The hinge 50 may comprise a fixed plate attached to a fairing 60 and a movable plate 55 attached to the foil 30; pivoting cross-links 56, 58 may extend between the plates 56, 58. The movement of the airfoil form one hinge axis to the other may be immediate or gradual. The fluid may be water and the flow may be tidal, wave or river or ocean currents. The airfoil can be applied to a rotary crossflow device for use in a fluid flow of varying apparent flow direction, an oscillating device for use in a fluid flow, a force generation device for use in a fluid flow of varying direction, or a flow control device for use in a fluid flow of alternating direction. The device may be an oscillating propulsor, eg a sculling oar or a swimming aid. The plural axis hinge may aid 'end of stroke turning' of the foils (fig.21).",2007,A63B  31/00; F03B   3/12; F03B  17/062; F03D   3/0418; Y02E  10/38; F03B  17/06; F03D   3/06; F03D   3/04; F05B2260/72; B63H  16/04; F03D   3/061; F05B2240/214; F05B2260/79; Y02E  10/28
21530886,GB20070014851,Control methods for VSC active rectifier/inverters under unbalanced operating conditions,"A voltage source converter (VSC) active rectifier/inverter 2 includes semiconductor switches operated by pulse width modulation (PWM) and AC terminals connected to a load system comprising such as an active filter 8, a transformer 10, protective switchgear and a supply network 3. It is controlled by a discrete-time voltage-oriented control (DT-VOC) scheme that includes calculating a discrete-time model of the active rectifier/inverter and the load system for both balanced and unbalanced operating conditions in a particular sampling period to derive modulation indexes m+, m- for a PWM controller 18 to produce gate drive signals for a subsequent sampling period. The controller can thereby achieve desired levels of power at the ac terminals corresponding to active and reactive power references P* and Q*. The modulation indices m+, m- may also depend upon flux, active power, power factor and oscillating references, and may be based on voltage and current inputs and feedback inputs such as a DC link voltage. The power converter may be used to control the power produced by a generator such as a wind turbine (fig 6, 24), a photovoltaic cell or to control a motor (fig 8, 54) for industrial and marine propulsion applications, for high voltage DC (HVDC) power transmission, and for static reactive power, VAR, compensation.",2007,H02M   1/42; H02M   5/4585; H02M   7/2173; H02M   7/68; H02J   3/38; G05F   1/66; H02M   7/537; H02M2001/0012; Y02P  80/22; Y02P  80/25; G05F   1/70; Y02E  10/76
21533154,GB20070017147,Controlling an aerodynamic structure by dispensing a fluid,"A structure (such as a blade) for an energy converting machine (such as a wind turbine), or for an energy consuming machine (such as a helicopter or aircraft), moves (in use)in a surrounding first fluid. The structure has an aerodynamic surface, and a reservoir 147, 148 containing a second fluid, having a density that is at least ten times greater than that of the first fluid. Ducting 112, and valves 122, enable the second fluid to be controllably dispensed through dispensing means (such as nozzles) 117, 119, 120, 137 thereby creating a mechanism for controlling dynamic behaviour of the structure (eg. by boundary layer control, by backward momentum control, by shifting mass control, or by a combination of these modes of control). An air compressor 123, pumps 121, and a fluid producing means 114 may be provided.",2007,B64C  21/04; F03D   7/02; F03D  13/25; B64C  21/00; B64C2230/06; F03D   9/25; Y02E  10/727; F03D  11/00; F15D   1/12; B64C  15/00; B64C2230/16; F03D  80/00; B64C2230/04; B64C2230/28; F03D  80/30; Y02T  50/166
21536539,GB20070020583,Fibre-reinforced composite moulding and manufacture thereof,"A moulding material 100 comprises at least one dry fibrous reinforcement layer 102, 103 having a surface resin material 106 conjoined to a first surface thereof and a structural resin material 101 conjoined to a second surface thereof wherein the structural resin material is provided with a recess 107 which is free from resin and is located at the edge of the structural resin layer, the dry fibrous reinforcement layer providing a venting structure to allow entrapped air to pass out during processing. The moulding material may be assembled into a composite comprising a continuous array of the materials 100, 200 such that the peripheral edge of each moulding material contacts an adjacent moulding material, overlap occurring with an elongate edge of one moulding material being received in the stepped recess of an adjacent moulding material. The composite can be used as a surface coating for large components such as wind turbines blades, marine craft hulls, ray-domes, bridges and architectural mouldings.",2007,B29C  63/0021; B29C  65/02; B29C  70/00; B29K2067/00; B32B2419/00; B32B2605/12; Y02P  70/523; B29B  11/00; B29C  65/18; B29C  66/72326; B29C  66/7392; B29C  70/465; B29D  99/0025; B29L2031/08; B32B   5/028; B29C  65/00; B29C  66/1286; B29C  66/727; B29C  70/342; B32B   3/06; Y10T 428/24752; Y10T 428/2476; Y10T 428/249942; B32B2250/04; B32B2262/101; B32B2603/00; Y10T 428/187; Y10T 428/24132; Y10T 428/24488; Y10T 428/24942; B29C  66/71; B29C  66/721; B29C  66/73941; B29C  70/086; B29C  70/46; B29K2063/00; B29K2105/246; B32B   3/04; B32B   5/12; C08J   5/24; Y10T 428/192; B29C  66/128; B29C  66/12821; B29C  66/723; B29C  70/44; B29C  70/54; B29L2009/00; B32B   3/02; B32B   5/022; B32B2262/0269; B32B2307/724; Y10T 428/195; Y10T 428/197; B29C  66/1122; B29C  66/7212; B29C  66/72141; B29C  66/73756; B29C  70/021; B29C  70/08; B29C  70/30; B29C  70/36; B32B  27/12; F01D   5/282; B29C  66/43; B29C  66/472; B29C  66/73122; B32B   7/02; B32B2250/03
21537156,GB20070021212,Wind powered generator device,"A wind powered generating device 1 has a one piece symmetrical aerofoil 2, which is driven by the wind in a reciprocating motion. The foil 2 is pivoted at mid chord and has end stops 3 to limit the pitch angle (angle of attack). A piston and cylinder arrangement 7 is used to reverse the pitch at each end of the stroke, and also serves to damp the reversing movement. The end stops 3 can be adjusted by actuators 8 according to the operating conditions. The device may be pivotally mounted so that it automatically turns into the wind, and may be installed on a floating platform",2007,Y02E  10/70; F03D   5/06
21546242,GB20080005026,Installation of offshore structures,"A method and system for transporting an offshore structure such as a wind turbine generator includes a supporting frame in which the offshore structure is assembled on land in an upright configuration. The frame is used for lifting the structure onto a transport vessel, on which it is retained in the upright configuration. At its location of use, the offshore structure is transferred to a pre-prepared foundation. The foundation is provided with a frame which cooperates with the supporting frame. The supporting frame includes a plurality of legs having hydraulically controlled feet. The frame of the foundation includes an equal number of supporting formations on which the feet ultimately rest. The feet are moveable in response to the hydraulic control along a nominally vertical line of action and provide a damping arrangement for the mounting of the offshore structure.",2007,B63B  35/003; B66C  23/52; B66C  23/185; F03D   1/00; F03D  13/22; B66C   1/108; E02B  17/00; E02D  27/42; B63B  27/10; B63B  75/00; E04H  12/34; F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D  13/25; F03D  13/40; E02B  17/0004; E02B2017/0091; F05B2240/95; B66C   1/42; E02D  27/425; F03D  13/10
21549055,GB20080007877,A spreader beam with an internal passage,"A method and system for transporting an offshore structure such as a wind turbine generator includes a supporting frame in which the offshore structure is assembled on land in an upright configuration. The frame is used for lifting the structure onto a transport vessel, on which it is retained in the upright configuration. At its location of use, the offshore structure is transferred to a pre-prepared foundation. The foundation is provided with a frame which cooperates with the supporting frame. The supporting frame includes a plurality of legs having hydraulically controlled feet. The frame of the foundation includes an equal number of supporting formations on which the feet ultimately rest. The feet are moveable in response to the hydraulic control along a nominally vertical line of action and provide a damping arrangement for the mounting of the offshore structure.",2007,B63B  75/00; E04H  12/34; F03D  13/22; F05B2230/6102; Y02E  10/727; B63B  27/10; F03D  13/25; E02D  27/425; F03D  13/10; Y02P  70/523; E02B  17/0004; B66C   1/42; E02B2017/0091; F03D   1/00; F05B2240/95; B63B  35/003; B66C  23/185; B66C  23/52; F03D  13/40; E02D  27/42; B66C   1/108; E02B  17/00
21552810,GB20080011681,Vertical axis wind turbines,"A vertical axis wind turbine comprises a support tower 2, at least one aerofoil 4 mounted for rotation about the support tower 2, and an electrical generator including a rotor 8 located radially outside of a stator 10, the aerofoil(s) 4 being attached to the rotor 8 such that rotation thereof about the support tower 2 causes rotation of the rotor 8 about the stator 10. A lower end of the aerofoil(s) 4 may be attached to the rotor 8, and the rotor 8 and stator 10 of the generator may be located at a lower part of the support tower 2. A collar 6 may be secured to an upper end of the aerofoil(s) 4 and may be arranged for rotation about an upper end of the support tower 2. A radial air gap 12 may be provided between the rotor 8 and stator 10, means 14 being provided to maintain the gap 12. The rotor 8 may comprise a permanent magnet, and the stator 10 may comprise a plurality of windings.",2008,F03D   1/00; F03D   3/005; F03D   9/00; F03D   9/25; F03D  80/50; Y02E  10/74; F05B2240/212; F05B2240/95; F03D   3/061; F03D   3/06; F05B2230/80; F03D   3/065; F05B2240/211; F03D   3/062; F03D   3/064; F03D  11/00; F05B2220/7068; H02K   7/1823; F03D  80/70; F05B2240/50; H02K   7/18; Y02P  70/523
21555736,GB20080014648,Method and apparatus for towing offshore wind turbines,"A method of moving a floating wind turbine 1 relative to a body of water, the floating wind turbine having a buoyant body 4 and 5 with a nacelle 10 at the upper end thereof, comprises floating the floating wind turbine in the body of water, and towing the floating wind turbine whilst holding the buoyant body in an inclined position. During towing the nacelle is held clear of the water. As the wind turbine is held in an inclined position, it can be towed through regions of shallower water than if it were in a vertical position. The floating wind turbine may be held in an inclined position by means of a floating member 6 attached by a winch line 8 to the floating wind turbine.",2008,B63B  35/44; Y02E  10/721; Y02E  10/726; B63B  21/00; F05B2240/95; B63B   9/06; F03D  13/10; F03D  13/40; B63B  75/00; F03D  11/04; F03D  13/20; Y02E  10/727
21737504,GB19180014887,Improvements in Controlling Windmill Pumps.,"129,864. Sedgwick, A. C. M. Sept. 13, 1918. Regulating.-A pumping windmill 2 feeding a tank 8 is turned out of the wind and braked when the tank is filled by means of a float 12 within the tank pulling a cord 4 connected to the tail 3 and brake 6. In a modification, the float 12 is guided vertically by a lever forming part of a parallel motion.",1918,F03D   9/00; Y02E  10/72; F03D   9/28; Y02P  80/158; F03D   7/04
21782464,GB19680016141,IMPROVEMENTS IN OR RELATING TO METHOD OF AND MACHINE FOR TRANSPORTING ENERGY IN FLUID MEDIA,"1,235,331. Propelling aircraft; rowing apparatus. G. LEDERLIN. 3 June, 1968 [17 July, 1967], No. 16140/68. Headings B7G and B7V. [Also in Division F2] Propulsion apparatus comprises a blade or aerofoil K mounted on an outer sleeve R in turn supported on a shaft S telescopically mounted within sleeve R with the interposition of a spring W. The sleeve is carried by a universal joint F and the free end of shaft S is carried by a further universal joint C attached to an arm J mounted at its ends on pivots H1 and H2. The pivots form part of toothed sectors rotatable respectively on pivots O1 and 02. The sectors are meshed with pinions e1 and e2 respectively of opposite hand carried by a drive shaft T. Operation of the drive shaft will cause the aerofoil to perform a part rotary, part reciprocating motion so that any point along the length of the aerofoil will move along a closed path of substantially figure-of-eight configuration and the pitch of the aerofoil will be varied simultaneously so as to produce two vortices at extremities of said closed path to inhibit separation of a boundary layer from surfaces of the aerofoil. It is stated that movement of air over the aerofoil will cause it to perform the movements described above.",1968,B63H   1/36; Y02E  10/70; F04D  33/00; B64C  33/00; F03D   5/00; F03D   5/005
21796360,GB19490016524,"Improvements in or relating to blade-or vane-adjusting means for fan, pump, or like impellers or marine or aircraft propellers","661,941. Screw fans and pumps; hydraulic turbines. KONINKLIJKE MACHINEFABRIEK GEB. STORK & CO., N.V. June 22, 1949. [June 23, 1948] No. 16524/49. Classes 110(i) and 110(iii). [Also in Group XXXIII] In a device for adjusting the blades or vanes of an impeller for a fan, pump or hydraulic turbine in which levers 6 eccentrically engaging the stems of the blades 1 are moved by a common adjusting disc 5 which is slidable on the shaft 4 of the impeller but is secured on the shaft for rotation therewith and is connected to the driven member of the adjusting device by a self-locking drive, said driven member is adapted to be disconnected from the driving member. Into the disc 5 spindles 7 are screwed, which spindles are rotatably journalled in a casing 8 keyed to the shaft 4. The spindles are secured against axial movement by a collar 9 and are formed with a pinion 10 which meshes with a toothed wheel 11 freely rotatable on the shaft 4. The wheel 11 is united to a toothed wheel 12 with which a pinion 14 slidable on the adjusting shaft 13 may be brought into mesh. For adjusting the blades the impeller is brought to a standstill, the pinion 14 slid into mesh with the toothed wheel 12, and the shaft 13 rotated by the control mechanism (not shown). When, after adjusting the blades, the pinion 14 is brought out of mesh with the wheel 12 the blades are locked in their position as the screw threaded spindles 7 cannot be rotated by shifting the adjusting disc 5. The control mechanism may be that described in Specification 661,942.",1949,F04D  29/36; F05B2260/79; F03D   7/02; F05B2260/74; F03D   7/0224; Y02E  10/723
21866679,GB19740018501,WINDPOWERED CRAFT,"1481699 Wind motors SEND ENG Ltd 14 April 1975 [26 April 1974] 18501/74 Heading F1T [Also in Division B7] A wind-powered land or, as shown, sea craft includes a rotor 2 on a shaft 4 driving a pair of contra-rotating shafts 6, 8 via a differential gear 10, the shafts powering the boat either directly via a gear-box 22 and screw 24, or indirectly, e.g. by driving a generator for an electric motor, or by a combination of both. As shown, the boat is a tri-maran, and the rotor 22 is kept facing into the wind by a vane 20. Again, Fig. 3 (not shown), the two shafts 6,8 drive a pair of generators which charge batteries for powering an electric motor driving a screw. A mesh protective screen encloses the lower part of the rotor.",1975,F03D   9/32; F05B2240/93; Y02E  10/725; F03D   9/25; B63H  13/00; F05B2260/40311; Y02T  70/58; F03D   9/00; F03D   9/11
21882291,GB19770018957,SAIL FOR THE PROPULSION OF A PERSON ALONG THE GROUND USING WIND POWER,NULL,1977,Y10S 244/902; B64D  17/14; B64D  17/22; B63B  35/79; B64D  17/34; A63C   5/11; B63H   8/16; A63C   5/08
21903771,GB19190019591,An improved propeller for wind motors and means for automatically feathering the vanes,"153,660. Barrett, J. F., Barrett, J. E., and Wyatt, F. A. Aug. 8, 1919. Current motors.-In a propelling device for a windmill, the blades 1, Fig. I, of which there are an odd number, are mounted on pivots in a pair of frames 2, 3 which are carried by a driving shaft 4. A sleeve 5 is mounted rotatably on the shaft 4, as shown in Fig. I, which is a plan view looking upwards. The upper end of the sleeve 5 carries a pinion 7 meshing with a similar pinion 8 which meshes with the pinion 9 whose diameter is twice that of pinions 7 or 8. The pivots of the pinions 8, 9 are carried by the disc 3. The pinion 9 also carries a crank arm 10 having a pin 11 which imparts an eccentric rotary movement to the floating disc 13. The pivots of the blades 1 carry crank arms 12, the pins of which engage the floating disc 13. The relative size of the pinions 7, 8, 9 causes the pinion 9 to rotate on its own axis at half the speed of the shaft 4, while revolving around the pinion 7, and all the crank arms 12 remain parallel to the crank arm 10. The blades 1 are thus feathered during their revolution. The blades may be initially set at any desired angle by means of the worm gear 14, 15, Figs. I. and IV. The worm 15 causes the rotation of the wheel 14 and the sleeve 5 also causes the rotation of the pinions 7, 8, 9 and crank arm 10 to any desired angle. The worm gear may be used as an adjunct to a setting gear in which the sleeve 5 is automatically set in the desired position by means of a long arm 17 carrying a wind vane 18, or the worm gear may be dispensed with altogether.",1919,F03D   3/068; F03D   3/06; Y02E  10/74; F05B2260/506; F05B2260/72
21945790,GB19550020840,Improvements in wind power plants,"772,908. Wind motors. ALLGAIERWERKE, GES. July 19, 1955, No. 20840/55. Addition to 730,060. Class 110 (3). [Also in Group XXXV] In a wind motor in accordance with the parent Specification, having adjustable rotor vanes 2 which, at seat, are biased to a starting fraction by a stressed spring 18 which is further stressed by liquid pressure when the motor is operating, the liquid pressure can be relieved by an electromagnetically operated valve 43 arranged in a connection leading back from the working cylinder 38 to the sump from which the motor driven pump 23 draws the pressure liquid. The solenoid 49 operating the valve is arranged in a circuit with a closure switch 50 controlled by a relay arranged across a Wheatstone bridge spanning a battery 49 working in conjunction with the wind motor and comprising lamps 53, a fixed adjustable resistance 54, and a potentiometer 55.",1955,F05B2260/74; F03D   7/0224; Y02E  10/723; F03D   7/02
22074321,GB19760024793,BEARING RING FOR BLADE OF A CONTROLLABLE PITCH PROPELLER,"1508092 Bearings A FEROY 15 June 1976 [23 June 1975] 24793/76 Heading F2A [Also in Division B7] An hydraulically controllable pitch propeller has a propeller hub 10 and a plurality of blades 15 radiating therefrom, the propeller hub having a plurality of threaded radial bores 14, a blade turning mechanism comprising a flange 20 on each blade, an externally threaded bearing ring 16 in each of the radial bores, the flange being journalled in an axial bore 19 in the threaded bearing ring that is provided with a radial gap 37 (Fig. 4), and means 35 associated with the radial gap for expanding the threaded bearing ring to lock the threads 17 on the threaded bearing ring with the threads 18 in the threaded radial bore of the propeller hub.",1976,B63H   3/00; B63H   3/08; B64C  11/32; B64C  11/38; Y02E  10/721; F05D2260/74; F01D   7/00; B64C  11/04; F05D2260/76
22093941,GB19490025410,Improvements in or relating to mountings for blades of wind motors or of propellers or of helicopter rotors,"673,113. Helicopters. BROWN & CO., Ltd., J., MENSFORTH, T., and POUNCEY, H. Oct. 3, 1950 [Oct. 3, 1949], No. 25410/49. Class 4. [Also in Group XXVI] In a mounting for the blades of a helicopter rotor of the kind in which a limited degree of freedom of swinging movement is permitted for each blade abount one or more axes transverse to the longitudinal axis of the blade, a member; pivotally attached to the blade root or to a part attached to the root is slidably mounted in a socket attached to the rotor hub and urged inwardly by resilient means, the socket and the root or the part being so shaped that, when brought into mutual contact at the inner limit of travel, they restrain the pivotal movement. Each blade 10 is carried by a tubular support 16 which is rotatably mounted on a stub shaft 17. Variation of the blade pitch is carried out by a hydraulic or pneumatic motor 31 which is connected by linkage 30 to a shaft 28 which is connected by universal joints 23, 26, a splined shaft 25 and gearing 20, 21 to the support 16. To permit the blade 10 to pivot about an axis parallel to the axis of rotation of the rotor and about a further axis tangential to a circle of revolution, the stub shaft 17 is formed with one fork 32 of a universal joint the other fork of which is carried by a cylindrical member 39 which is slidable in a cylindrical guide 40 fixed to an arm 11. Blocks 41 carried by the member 39 engage slots 42 formed in the guide 40, and carry pegs 45 to which is pivotally attached a member 47. The latter is attached by links 49 to springs 51 which are anchored to a plate 52. The required spring tension is obtained by drawing the plate 52 inwardly by means of a chain 55 which encircles a sprocket 56 which can be turned by a key applied to a square portion 58 of the sprocket spindle. When the rotor is stationary or only rotating at a slow speed, the springs 51 draw the blades inwardly so that a curved portion 61 of each shaft 17 seats on a resilient seating 62 and pivotal movement is consequently prevented. A bearing 64 for the shaft 28 slides in a slideway 67 and is moved radially in unison with the blade 10 by engagement with a peg 44 carried by one of the blocks 41. The resultant relative movement between the two elements of a dog clutch 29 having tapered teeth controls the amount of backlash between the elements. Thus, there is a positive drive when the blade 10 is in its normal running position, but when the blade is in its retracted position the backlash is sufficient to permit it to take up any position within limits. To enable the blade to take up a feathered position, its longitudinal axis of rotation is displaced from the centre of pressure by, say, one inch. According to the Provisional Specification, a lever arm engaging a lug carried by the blade root is used instead of the gearing 20, 21.",1949,B64C  27/54; F03D   7/02; F05B2260/74; F05B2260/77; F03D   7/0224; Y02E  10/723; F05B2260/75
22146076,GB19740027083,ROTARY APPARATUS,"1508796 Wind motors, hydraulic turbines L C HILL 29 April 1975 [19 June 1974] 27083/74 Heading F1T [Also in Division B7] An hydraulic or wind-driven motor comprises aerofoil shape blades 11 pivoted at 12 on two rotatable members 14 and coacting with stops to turn from a driving position 11a to a feathering position 11b. The motor may be mounted on a craft to drive the propeller, or be mounted on floats (22), Fig. 3 (not shown), to be water driven.",1975,F03D   3/067; Y02E  10/74; F03D   3/06; Y02E  10/28; F05B2240/211; F03B  17/06; F03B  17/065
22200637,GB19240028876,Improvements in wind rotors utilising the magnus effect,"248,447. Round, J. C. Dec. 2, 1924. Propelling by rotary cylinders using Magnus effect.-Rotary cylinders using the Magnus effect for propulsion or generation of power are rotated by wind power and adapted for reversal. The bow cylinder A, Fig. 1, has a concentric rod B, Fig. 2, extending below it which is adjustable thereby the projections b<1> thereon control pivoted wind vanes D according to the direction of rotation in which the wind is required to rotate the cylinder. The stern cylinder A is movable vertically so as to shroud or uncover opposite-handed upper and lower curved vanes D. The cylinder A, Fig. 4, has slots a<2> through which project vanes D pivotally carried by a central rod B, relative movement of which alters the angles of the vanes with respect to the surface of the cylinder A. The vanes may be pivoted in an adjustable manner on the cylinder A itself and are then of curved form. Alternatively, an ordinary windmill E, Fig. 5, rotates the cylinder A through a variable and reversible gearing e<2>.",1924,B63H  13/00; F03D   3/007; B63H   9/02; F03D   3/00; Y02T  70/58; Y02E  10/74
22300360,GB19520032200,Improvements in wind power plants,"730,060. Wind-motors. ALLGAIER WERKZEUGBAU GES. Dec. 19, 1952 [Dec. 21, 1951; July 26, 1952], No. 32200/52. Class 110 (3). A wind power plant with variable-pitch vanes embodying means for increasing the starting moment comprises an initially stressed spring which is adapted to swing the vanes, when at rest, through a small angle about their axes and means operatively associated with said spring for additionally stressing the latter, which means is actuated by the running plant. The vanes 2 of a wind motor are displaced when its normal speed is exceeded by a governor 11 acting against the influence of a spring such as a spring 15, Fig. 1. The spring 15 acts on the vanes through a rod 12, a connecting star 13 and push rods 14. A device 17 for holding the vanes in the starting position comprises a spring 18 which is initially stressed to counteract the force of the spring 15. When the wind motor is rotated it drives an oil pump 23 thereby feeding oil to the device 17 and comprising the spring 18 to permit the vanes to move into the operative position. In the embodiment of Fig. 1 the rod 12 is connected to the piston rod 19 of the device 17 by a lever 16 and a hydraulic relay 26 is incorporated in the pump circuit to permit the spring 18 to turn the blades into the starting position at an accelerated speed. A baffle plate 36 controls a discharge valve 35 in the member 17 thereby permitting the spring 18 to adjust the vanes in accordance with the wind velocity. The wind motor drives an electric generator 9 through the gearing shown. In the embodiment of Fig. 4, an oil outlet is disposed in the supply line of the device 17 and is controlled by a member 40 responsive to the speed of the governor 11; the arrangement being such that the port is uncovered when the normal speed of the motor is exceeded to permit the spring 18 to influence the vanes 2 accordingly. The member 17 has one or more ports 41 which limit the stroke of the piston 20 and communicate with the oil sump 42 feeding the wind wheel bearings. An additional control member responsive to a baffle plate is likewise incorporated in the embodiment of Fig. 4; the baffle plate being actuated by wind pressure, by hand or, in so far as the wind motor of Fig. 4 drives a piston water pump, a float.",1952,F05B2260/77; F05B2260/76; F05B2260/74; F03D   7/0224; F03D   7/02; F05B2270/506; Y02E  10/723
22316632,GB19750032761,MARINE OUTBOARD PROPULSION UNITS,"1523143 Outboard propulsion units BRUNSWICK CORP 5 Aug 1975 [21 Aug 1974 9 July 1975] 32761/75 Heading B7V In an outboard propulsion unit, a bevel gear 21 is rotatably mounted on and axially captive with the inner end of a propeller shaft 14 and drives the shaft 14 by way of a one way, disengageable clutch 50 which permits the propeller (not shown) to windmill when in its operative position. As described the clutch 50 is a spring coil and a clutch control member 52 is axially displaceable to engage a radially extending part 51 of the clutch spring and thereby disengage the gear 21 from the shaft 14. The gear 21 meshes with a bevel gear 20 connected to a vertical drive shaft 13. The propeller shaft 14 and gear 21 are respectively mounted in bearings 27, 35. The outer race of bearing 35 is retained against a shoulder 37 of a counterbore by an annular part 38 and a casing part 28 which carries the bearing 27. The part 28 is held by a threaded member 31. The inner race of bearing 35 is held by a threaded nut 36. The unit is filled with oil via a filler port and plug 53 and lubricant circulates, due to the constant meshing of the gears 20, 21, upward in a bore 15 through an opening 54 and down within a bore 11.",1975,B63H  20/14; B63H  23/04; B63H  23/30; F16H  57/04; Y10T  74/19665
22342672,GB19220033743,Improvements in windmills,"210,926. Richard, R. R. Dec. 11, 1922. Current motors ; balancing moving parts ; driving and transmission mechanism ; regulating.-The rotor of a windmill comprises vanes 1, Fig. 2, curved in a horizontal direction to the form of a parabola, and supported between metal rings 2, 52, the rings 2 being carried by radial members 4, 5 secured to a conical or other shaped float 33 of sheet metal. The float rotates in a similarly shaped cistern 42 of sheet metal containing oil or water or both, the centre of flotation being arranged above the centre of gravity of the float. The buoyancy of the water in the cistern may be increased by the addition of certain salts, and the surface of the water may be covered with oil to retard evaporation. The sides of the cistern are carried by a flanged casting 46, Fig. 4, which is secured to a support 40 and carries a bearing 38 to support the rotor should the level of the liquid fall. The float has bearing 15, 16, carried by a tube 14 and spaced by rods 18, and rotating about a hollow shaft 17 fixed to the casting 46. The tube 14 may be filled with lubricant which may be replenished from a tank. A central shaft 21 to which a boss 20 carrying the members 4, 5, is fixed, transmits power to a pump rod 26, Fig. 1 through a crank 23, link 24, and a balanced ]ever 25, the connection between these parts being formed of ball and other joints working in oil cups. Power is also taken from a crank 71 on the rotor and transmitted through a link 28, bell-crank 29, on a tower 30, and rod 31 to a . pump, these parts being also connected by special joints in oil-cups. A shield 54 outside and a similar shield inside the rotor are carried on an arm 56 rotating on rollers 58 and carrying a wind vane 157. Inclined plates 3 between the vanes are engaged by the wind to diminish the downward thrust of the rotor. Vanes 32 on the float impart rotation to. the liquid which, under centritugal force assumes a lower level adjacent the floa,t, allowing the latter to sink at a predetermined speed so that a rail 6 on the rotor coacts with brake-blocks 7, which may be actuated by a hand lever 11 working in a rack 13. Alternatively, centrifugal force may cause members 61 to swing outwards into contact with the liquid to impede rotation. A cover 41 excludes rain &c. from the cistern.",1922,F03D   7/06
22409191,GB19580036550,Improvements in or relating to propeller blades,"909,004. Screw propellers. AXMANN, K., AXMANN, A., and HAW, J., [trading as DEUTSCHE PROPELLERBAU-GES. HAW & CO.]. Nov. 13, 1958 [Nov. 18, 1957; Sept. 8, 1958], No. 36550/58. Class 114. A propeller blade has an internal tension, member to absorb the forces acting on the blade which is provided with vibration damping or lessening means integral with or rigidly connected thereto. In Fig. III the tension member is bifurcated, having arms 301, 302 to which are secured the vibration damping ribs 71. In Figs. IV and V the vibration damping means comprise hollow bases 32 formed on, and of tear drop shape in the plane of, the tension member 30. In Fig. XII the vibration dampers are formed as semi-spherical protrusions 310, 320 pressed out of the tension member 300. The space between the tension member and the aerofoil shell (600) may be filled with an aerated material having a high coefficient of friction (as at 500 in Fig. XII).",1958,Y02E  10/721; F03D   1/0675; F03D   1/06; B63H   1/12; B63H   1/15; B64C  11/00; B64C  11/008; F05B2240/30; B63H   1/26
22441943,GB19630038402,Tape rewind control,"996,106. Automatic tension control. SPERRY RAND CORPORATION. Sept. 30,1963 [Oct. 10,1962], No. 38402/63. Heading G3R. [Also in Division H2] Reels 10, 12, are driven by motors 32, 34, a magnetic tape 14 passing into vacuum loop boxes 18, 28, to form loops 19, 29. Capstan 24 is driven by motor 48 associated with clutch 52 and brake 54, forward and reverse signals for the capstan being applied to lines 66, 68. The clutch and brake are . controlled in accordance with the sense of a signal at terminal 86, a trigger circuit 100 responding to signals from lines 66, 68, to release brakes 96, 98, and establish the desired loop-lengths in preparation for operation of capstan 24. The box 18 has a plurality of apertures 112-121 connected to individual vacuum-operated switches, the box 28 being similarly constructed, and, with the loops oriented as shown, the system is prepared for transport of the tape from right to left, the opposite balancepoints of the tape being established for reverse movement. The voltage across resistor 252 is a function of the length of loop 19, a servo amplifier 320 responding to deviations between the actual and desired lengths of the loop to control motor 32 in a corrective sense. Re-winding operation. The system is modified so that the tape may be re-wound from reel 12 to reel 10 in a rapid manner. A signal on line 68 prepares the tape for backward movement and puts the loops into the positions shown. A signal at terminal 86 maintains the brakes 96, 98 released, clutch 52 being engaged and brake 54 released to allow movement of the capstan. However, air under pressure floats the tape over the capstan so that motion of the capstan does not affect the tape. Energization of solenoid 25f disconnects resistors 262-271 associated with box 28 and closes contacts 325a, 325<SP>c</SP>, in the control circuit associated with box 18. Solenoid 25f also closes contacts 289a, 289b, whereby a potential is developed across resistor 292 which corresponds with that across resistor 252 when apertures 114-116 are exposed to vacuum. The reel 10 is driven at a speed proportional to the amount of loop 19 below aperture 114, the speed being a maximum when the loop is below aperture 116. The reel 10 is reversed when the loop is above aperture 114. The balance point control amplifier 200 is also modified by energisation of solenoid 25f so that the balance point for servo amplifier 420 corresponds with the position of loop 19 opposite aperture 120. Initially, the higher vacuum in box 18 causes some tape to enter from box 28, the motor 34 operating at maximum speed to unreel the tape. The motor 32 maintains loop 19 opposite aperture 114 until loop 29 extends beyond one of the ports 190, whereupon more tape moves from box 28 toward box 18. The speed of the reel 10 increases as the loop 19 drops until the loop reaches aperture 117 and the speed of the reel 112 is reduced. If the loop 19 falls below aperture 120, the motor 34 is reversed to shorten loop 29. The application of full vacuum to loop 29 reduces the rate of transfer of tape until the loop 19 rises above the aperture 120. When the reel 10 contains the greater portion of tape, it removes tape from box 18 faster than it is unreeled, the loop 19 remaining in the upper part of box 18 substantially opposite aperture 114. During this period, the tape is unreeled at a maximum rate. Removal of the signal from solenoid 25f reestablishes the vacuum on capstan 24 and restores the system to normal operation. Specification 920,788 is referred to.",1963,H02P   5/48; G11B  15/44; G11B  15/58
22482533,GB19770041311,DEVICE FOR GENERATING POWER FROM THE WIND AND SEA WAVES,NULL,1977,F03D   9/17; Y02E  60/15; F03B  13/184; F03D   9/008; F03D   9/02; F03D   9/28; F03D   9/10; F03D  13/25; Y02E  10/727; Y02E  10/38; F03B  13/18
22655432,GB19780028512,APPARATUS FOR CONVERTING THE ENERGY OF A CURRENT OR OF THE FLOW MOVEMENT OF A FLOWABLE MEDIUM INTO A MECHANICAL MOVEMENT,"A pickup member (1) projects into the flowing medium (4) so as to extract therefrom flow movement energy. The pickup member (1) is formed as a profiled body which has, at desired section planes extending transversely to its longitudinal axis, a respective cross-section with continuously and smoothly extending curvature of the periphery and is mounted for oscillating pivotal motion about an axis (2-2') under the influence of the fluid flow. The pickup member (1) is in operative association with a device to be influenced. The operative association can be of a magnetic, capacitive piezoelectric or optical kind. The device may be utilised in an aircraft jet engine, to propel ships, or in a flow meter. <IMAGE>",1978,B63H  19/04; Y02E  10/28; Y02T  50/671; B63H   9/00; Y02T  70/59; F01D  23/00; B64C  27/32; F03B  17/06; Y02E  10/70; F02K   5/00; G01F   1/20; F03D   5/06
22665684,GB19780044004,APPARATUS FOR GENERATING POWER FROM FLUID IE AIR FLOW,"The apparatus utilises the Magnus effect and comprises, in one arrangement, cylinders rotatable about radial shafts 4 under the action of wind or water flow V passing through a duct supported by arms 5a, the duct itself being rotatable about output shaft 2 by adjustable turbine vanes 20. The cylinders are set in motion by engagement of wheels 8 with a recess 9 in the duct, several modifications are described including one in which the cylinders are carried on an endless belt supported on a pontoon floating in an annular canal for adjustment into the wind. <IMAGE>",1978,F03D   3/00; F03D   3/007; F05B2210/16; Y02E  10/70; F03D   5/04; Y02E  10/721; F03D   1/0616; Y02E  10/74; F03D   1/06
22666824,GB19780045746,WIND PROPELLED PROPULSION UNIT,"A wind propelled propulsion unit for a water-borne craft comprises a rotatably mounted vertical mast which drives centrifugal vanes enabling propulsion of the craft through water on rotation of the mast due to the unequal resistance to wind of two wind vanes which are fixedly attached to the mast and which are adjustable in configuration according to the wind direction. These vanes comprise flexible sheet material stretched over a framework to produce part-cylindrical vanes and the adjustability of configuration is achieved by a cantilever arrangement whereby the curvature of the vanes can be reversed allowing continued propulsion of the craft in the event of reversed wind direction. Alternatively the wind vanes may be rotatable about a horizontal axis through their centres so that their configuration can be reversed by a 180 DEG rotation, about this axis. <IMAGE>",1978,B63H  13/00; Y02T  70/58; F03D   3/067; F03D   3/06; Y02E  10/74
22685057,GB19790021282,BLADER ROTOR,"A method is provided for driving the rotor for transmitting or withdrawing kinetic energy to or from a fluid. The rotor has at least two identical, helically-extending, uniformly spaced blades 6, the radial height of which between the outer edge and the rotor core from the plane of origin towards the plane of the end of the blade remains the same, or increases or decreases gradually or in wave- shaped fashion. The blade length along the outer edge of the blade is at least equal to one and a half times the maximum blade height. The ratio between the blade height and the distance between the blades at the core is between 0.5 and 2.5. The pitch angle of the blades is between 5 DEG and 55 DEG . The relative inflow angle of fluid with respect to the outer edge of the blade lies between about 5 DEG and 10 DEG . The rotor may be used for pumping or mixing fluids, vessel propulsion, or in a wind or water motor. <IMAGE>",1979,F05B2210/16; F01D   1/00; F03B   3/12; Y02E  10/223; Y02E  10/721; B01F   7/06; F04D  29/18; Y02P  60/12; B63H   1/12
22692163,GB19790031844,ELECTRIC GENERATORS FOR WATERBORNE CRAFT,"An electric generator for use on waterborne craft, comprises a stator (10) preferably constituting the magnet and a rotor (11) preferably constituting the coils, a sleeve member (13) carrying aerofoil blades (15) and detachably keyed to the rotor, and a nose member (16) permitting attachment at eye (17) of a torque line for driving the rotor without requiring detachment of the bladed member (12). The rotor (11) can therefore be driven by either, or both, of the blades (15) and the torque line. The torque line is connected either to the craft's propeller, Figure 4 (not shown), or to a screw that is trailed behind the craft, Figures 2, 3 (not shown). <IMAGE>",1979,H02K   7/183; H02K   7/18; B63H  23/24; F05B2210/18; F03B  13/00; B63H  13/00; Y02E  10/725; Y02T  70/58
22692791,GB19790032836,APPARATUS FOR GENERATING POWER FROM HYDROSTATIC PRESSURE,NULL,1979,F05B2240/95; Y02E  10/725; F03D   9/14; F03D   9/25; F03D   9/28; Y02E  60/17; Y02P  80/158; F03D   9/02; E02B2017/0091; F03B  13/06; Y02E  10/22
22707138,GB19800009369,ROTORS UTILISING THE MAGNUS EFFECT,NULL,1980,B63H   9/02; F03D   3/00; F03D   3/007; Y02E  10/74; Y02T  70/58; F05B2240/93
22737466,GB19810014683,SOLAR WHEEL,"The solar wheel according to the invention is a mechanical unit, with the aid of which solar energy is converted to other utilizable forms of energy, e.g. electrical energy. The solar energy-utilising solar wheel has a mirror (1) and a power plant (2) and a carrier mechanism (3) and the mechanism is provided with vertical and horizontal sun-following systems, which comprise rollers (7) and a base (9) floating in a water basin. The solar wheel according to the invention can be provided also with wind power plants (13), in which case utilization of solar energy and/or wind power is achieved with a single mechanical unit. In this way the power output of the solar wheel can be substantially doubled. <IMAGE>",1981,F24S  23/70; F03D   9/00; Y02E  10/72; Y02E  10/47; F03D   9/25; F24S  50/20; Y02E  10/465; F24J   2/54; F03D   9/007; F03G   6/00; F24S  30/452
22762401,GB19820016452,FLETTNER ROTORS FOR SHIP PROPULSION,"A wind drive for a ship comprises a Flettner-rotor 1 and an sail 3 which is symmetrical and rotatable about its pitch axis 4. In operation the Flettner-rotor 1 is rotated about its axis 2 and this gives rise to a high flow velocity and a low pressure region where the surface of the rotor is moving with the wind, and a low flow velocity and a high pressure region where the surface of the rotor is moving against the wind. The high and low pressure areas cooperate to generate a propulsive thrust. The sail, which can be a rigid sail 3 or a cloth sail is positioned so that it does not affect the flow processes at the rotor but still profits from the higher flow velocities. The sail thus also generates a propulsive thrust. <IMAGE>",1982,B63H   9/06; F03D   3/007; B63H   9/061; Y02T  70/58; B63H   9/02; F03D   3/00; F05B2240/201; Y02E  10/74
22802890,GB19830028246,VERTICAL AXIS WINDMILLS,"The windmill has vanes 13 which are connected by horizontal members 15 to a vertical rotatable shaft 18 mounted in bearings 20, 23 which allow the shaft 18 to move vertically but which resist radial movement, the weight of the vanes 13, members 15 and shaft 18 being transmitted to a float 10 floating in liquid 11 contained in a container 12. <IMAGE>",1983,Y02E  10/74; F03D   3/06; F03D  80/70; F05B2240/216; F05B2240/93; F03D   3/061; F03D  11/00
22895070,GB19860020191,SAIL ROCKED FLOATING CYLINDER,"A wind motor comprises a cylinder rocked by the action of the wind on sails to generate electricity. The cylinder, sealed both ends, has a shaft through it the ends of which fit through the sides of two floating vessels either end of the cylinder. The cylinder has a heavy keel on one side and masts on the other which penetrate the shaft as they come down to the keel. Spars on the masts run parallel the length of cylinder and support the sails. Bows and sterns of the vessels are connected by booms. From one boom elongate bars rise to rods hanging from the spars each rod holding the lower edge of a respective sail. When wind acts on the sails, the cylinder heels. As the cylinder heels, the bars act on the rods to cause the sails to pivot to a horizontal position so that the wind then passes between them. The weight of the keel then causes the cylinder to rock back to the vertical whereupon the process is repeated. The shaft ends are fitted to chain drive wheels inside each vessel. When the cylinder rocks the wheels partially turn revolving large fly wheels with free wheel hubs to work generators. <IMAGE>",1986,Y02E  10/70; F03D   5/06
22910623,GB19870003757,IMPROVEMENTS IN AND RELATING TO THE PROPULSION OF SHIPS,"A Magnus effect rotor for ship propulsion is provided constructed as a series of cylindrical sections 11 increasing stepwise in diameter from section to section up the height of the rotor so that the rotor can be retracted telescopically into a well 17 in the ship's deck. A central non-rotating support post 13 inside the rotor is fitted with a top bearing 14 that carries the rotor, the post also being telescopic. The top most rotor section has a boundary layer fence 16 projecting radially around its top end, and the step increase in diameter between each of the sections below and the section above it provides a respective boundary layer fence 12 for the rotor section below in each case. <IMAGE>",1987,F05B2270/101; B63H   9/02; F03D   3/007; Y02E  10/74; Y02T  70/58; F03D   3/00; F05B2250/411
22961192,GB19880022773,KNOCKDOWN INFLATABLE SAILBOAT,"A knockdown type inflatable sailboat which has a carrier system (1) composed of two inflatable hulls (11, 12) assembled with a plurality of U-shaped fastening rods (21) having stress distribution means 23 coupled to the ends which are secured to the hulls and longitudinal stress rods 23. It uses a wind power system (4) which is located on the bow with a main mast (41) to support a sail (34). The sail is fastened by a rod 42 and two rigging. (43, 44). It also has a steering system composed of rudders (52, 53) and water breaker (51). <IMAGE>",1988,B63B   7/085; B63B   7/08
22975361,GB19890004971,FLOATING WIND MACHINES IN CONTAINER POOLS,"A plurality of oscillatory wind-powered devices each comprising a cylindrical hull with a plurality of solid sails supported on masts 18 extending from one side, and a keel 20 on the other, float in separate pools and are so arranged that whatever way the wind blows one or other will be rocked thereby. Fixed shafts that go through the hull of each device are joined to cranks with chain drives (Fig 7 & 8) to free wheel hub fly wheels at either end of the hull, to drive generators. Masts 18 in pairs have spars extending parallel to the length of the hull from which circular cross-section arms depend to support sails via rings and collars, whereby the sails may pivot and slide so as to be collapsed flat when not in use. Details of sail construction and a deployment mechanism are disclosed (Figs 2 to 6). Wind striking the sails makes the hull and masts heel backwards causing bars to elevate, raising the circular arms and moving the sails to horizontal positions so allowing wind to pass through whereby the keel returns the hull to the upright position. The action then repeats. <IMAGE>",1989,Y02E  10/725; Y02E  10/727; F03D   9/00; F03D  13/25
22995892,GB19890025610,METHOD FOR CONSTRUCTION OF OFFSHORE GRAVITY PLATFORMS AND INSTALLATION OF SUCH ON A SEA BOTTOM BY MEANS OF CRANES,"A method for construction and installation of a gravity platform (1) which is in entirety being constructed on at least one floating construction and ballastable barge or the like (7). Subsequent to that the platform (1) is ready-built in one or several parts, it is in separate parts lifted off from the construction barge or barges by means of one or more cranes (8) and is immersed for assembly in correct site on the sea bottom by ballasting one barge to a water level (9) substantially level with the top edge of at least one bottom section and pumping air into the bottom sections to reduce the effective weight of the platform. <IMAGE>",1989,E02B2017/0069; F03D   3/06; F03D  13/22; F05B2240/95; F05B2230/6102; E02B  17/02; E02B2017/0065; E02B2017/0086; F03D  13/10; F03D  13/40; Y02B  10/30; Y02P  70/523; E02D  27/42; F03D   1/00; F03D  11/04; E02B  17/025; E02B2017/0039; E02B2017/0043; Y02E  10/727
22998684,GB19890028413,NOISE REDUCTION METHOD,NULL,1989,F03D   1/0608; B63H   1/15; B63H   1/28; F05D2250/183; F01D   5/145; F05B2260/96; Y02T  50/673; F03D   1/06; F05D2240/122; Y02E  10/721; F01D   5/14; F05D2260/96; B63H   1/26
23012601,GB19900010971,Turbine assembly,"in a bladed rotor 10 for a wind or water turbine or a fan or propeller blades 12 extend generally parallel to, and are rotatable about, an axis 14, the angle of incidence of each blade 12 being controlled to vary with respect to the angular position of the blade about the axis 14. Each blade 12 has a pivotal mounting 16 adjacent its leading edge 18 and at a predetermined distance from the axis 14. A respective linkage 22 extends from a pivotal attachment 24, adjacent the trailing edge 20 of each blade 12, to a hub 26 offset from the axis 14. Rotation of the blades about the axis 14 generates a resultant fluid flow in a direction W determined by direction of offset of the hub 26 and of a magnitude determined by the separation of the axes of the hub 26 and turbine axes 14. Control mechanisms for positioning of the hub 26 are disclosed. Such a bladed rotor 10 when driven by fluid flow can have application in a wind or water powered turbine generator and, when driven mechanically, as a fan or marine propulsion unit. <IMAGE>",1990,F03B  17/06; F03D   3/068; F05B2260/71; F03D   7/06; Y02E  10/74; F03B  17/067; F05B2260/72; F03D   3/06; Y02E  10/28
23020094,GB19900018491,IMPROVED SAIL,"A sail for a wind-powered vehicle or craft such as a sailboard 7, has two layers 4, 5 over at least a part of its area and a third layer 8 (33 figure 5) located between these two layers and movable between a position in which it extends from between the layers and thereby increases the effective area of the sail and a position in which it lies substantially between the layers and thereby reduces the effective area of the sail. The two layers 4, 5 may be of similar size and secured along one edge or two layers (30, 31) of different sizes secured together to form a pocket. <IMAGE>",1990,B63H   9/1021; B63B  35/79; B63H   9/10; B63H   8/00
23111396,GB19930019045,Gear assisted transverse flow turbine,"A gear assisted transverse flow turbine comprises frame 1, anchored stationary relative to fluid flow, supporting central shaft 4 rotating about an axis through its centre and driven from central hub 11 by equally spaced paddle shafts 15 projecting radially outwards. The paddle shafts are fitted with sleeve gears 24 and asymmetrical paddles 17 are free to rotate about their horizontal axes and supported at mid-points by bearings 14 on arched supports 13 cantilevered from hub 11, the supports 13 being fitted with paddle rotation stops (33 and 34, Fig. 4) which interact with paddle shaft stop-bars (35) to prevent over rotation of paddles and enable fluid forces to be transformed to rotate hub 11 and drive generator 8, said paddles being assisted in rotation to drive and feathered attitudes by interaction of sleeve gear 24 with fixed gears 25 and 26 located at points upstream and downstream of hub 11. <IMAGE>",1993,F03B  17/067; F03D   3/068; F05B2260/74; Y02E  10/74; F03B  17/06; F03D   3/06; F05B2240/218; Y02E  10/28
23135270,GB19940013314,A SYSTEM AND METHOD FOR MONITORING AREAL WIND CHARACTERISTIC AND TURBULENCE CAUSED BY WIND TURBINES.,"A system for investigating the variation of one or more wind characteristics over a given area comprises a plurality of wind characteristic measuring means 1 each of which outputs a data signal which is indicative of the value of said wind characteristic, the outputs of all the measuring means 1 deployed in the area being relayed to a central receiving unit 5 which may include means 6 for recording the relayed data or may additionally provide means (7, 9) for providing a real-time display of said data. Preferably, each wind characteristic measuring means comprises a balloon or kite-like device tethered to one of a plurality of anchor points distributed around the area (Figs. 2, 3). The system may be used to optimize the siting of wind turbines. <IMAGE>",1994,G01W   1/08; F03D  11/00; F03D  17/00; F05B2270/322; G01P   5/02; G01P   5/00; Y02A  90/14
23193432,GB19960012087,Wave energy converter,"A wave collector structure 51 for electrical power generation powered by wave energy comprises an outwardly extending and downwardly depending lip 105, 107 below which is situated a mouth 61, 67 of the collector. The collector further comprises side walls 75, 79 for channelling waves into the collector mouth. These side walls 75, 79 extend substantially up to or beyond the lip, partially enclosing a volume of water between the lip and side walls. The collector may be placed in its desired location by sealing the mouth 61, 67 with gates (not shown) and floating the structure to its desired location. Control valves may be opened to allow water into the collector to sink the structure to the sea bed 63 whereupon the gates may be removed. A wind powered rotor 116 may be mounted on the structure for supplementary generation of electricity.",1996,F03D   9/00; F03D   9/25; Y02E  10/32; F03B  13/142; Y02E  10/725; F05B2240/95; F03B  13/14; Y02E  10/38
23211650,WO1997GB01551,WAVE ENERGY CONVERTER,"A wave collector structure (51) for electrical power generation powered by wave energy comprises an outwardly extending and downwardly depending lip (105, 107) below which is situated a mouth (61, 67) of the collector. The collector further comprises side walls (75, 79) for channelling waves into the collector mouth. These side walls (75, 79) extend horizontally substantially up to or beyond the lip, partially enclosing a volume of water between the lip and side walls. The collector is placed in its desired location by sealing the mouth (61, 67) with gates (not shown) and floating the structure to its desired location. Control valves are opened to allow water into the collector to sink the structure to the sea bed (63) whereupon the gates are removed.",1997,F03D   9/00; F03B  13/14; F03D   9/25; Y02E  10/38; Y02E  10/32; F03B  13/142; Y02E  10/725; F05B2240/95
23216052,GB19970004026,Sailing craft,"A wind powered vessel having a hull and a deck of substantially the same cross sectional shape and mirror image of one another, apart from a depression in the deck and a rudder on the hull. The depression is in the form of a dimple with one fifth in front of the widest part of the deck and four fifths to the stern. The depth of the dimple is at a maximum at midships and is one fifth of the width. The dimple is said to serve as a sail.",1997,B63B   3/48; B63H   9/00; B63B  34/00; B63B  35/73
23250355,GB19980007135,Method of transporting and installing a substructure,"A method of transporting and installing a substructure for an offshore plafform, the substructure consisting of a generally flat base 20 and a support 21 upstanding from that base; the method comprising the steps of ensuring that an upper surface of the base 20 is secured directly or indirectly to an under surface of a buoyant body 23 at at least two spaced apart points, floating the body to the intended site of the offshore platform, so to transport the substructure to that site, and then lowering the substructure 20,21 from the body 23, so that the base 21 of the substructure rests on the seabed.",1998,Y02P  70/523; F03D  11/04; E02B2017/0091; F05B2240/95; E02B  17/02; E02B2017/0047; E02B2017/0086; F03D  13/10; F03D   1/00; F03D   3/06; F05B2230/6102; Y02E  10/727; F03D  13/25; F03D  13/40
23251779,GB19980008572,A steerable wind powered craft,"A steerable wind powered craft capable of operating over water, comprising a steerable wing 1, to which is attached a harness 2 to carry the operator and, via the harness, controls 3 and an anchor cable 4 which in turn pass down a composite cable 5 to a submarine device 6, which the operator can cause to turn either left or right in the horizontal plane, and which can either be pre-set to maintain a constant depth beneath the surface of the water, or which the operator can cause to move up and down in the vertical plane as it travels beneath the surface of the water, so that the whole craft can be directed upwind or downwind by the operator combining the steerage of the overhead wing with that of the submarine device.",1998,B63H   9/10; B64D  17/02; B63B  21/66; B64D  17/025; B63H   9/06; B63G   8/42; B63H   9/069
23252434,GB19980009229,Method of installing a tower,"Method of installing a slender tower in an upright attitude at an offshore location, comprising the steps of :- taking a slender tower 20 and arranging sliding engagement means at what is to become a lower end of that tower for relative axial movement with respect to the lower end of the tower; positioning the tower (using crane 21) in an upright attitude over an upper end of a dummy pile 27, the dummy pile being set in a seabed at a sheltered location with its axis vertical; setting the tower and sliding engagement means on that dummy pile with the axis of the tower upright; using a transportation vessel 22 lift the tower and the sliding engagement means off the dummy pile so that the tower is supported by the transportation vessel with the sliding engagement means at the lower end of the tower; moving the transportation vessel 22 with the tower 20 and sliding engagement means to the offshore location; arranging the transportation vessel adjacent to an upper end of a preinstalled vertical pile (not shown in Figure 5); positioning the tower and sliding engagement means in an upright attitude over the preinstalled pile; lowering the sliding engagement means from the tower into engagement with the upper end of the preinstalled pile; and fixing the sliding engagement means to the tower and to the preinstalled pile, so that the tower stands upright at the offshore location. The slender tower may be a windmill.",1998,E02B2017/0091; E02D  27/425; F05B2240/95; Y02P  70/523; E02B2017/0039; E02D  27/42; F03D   1/00; E02B  17/00; F03D  11/04; F03D  13/40; F03D  13/10; F03D  13/25; F05B2230/6102; Y02E  10/727
23271183,GB19980028078,Gravity securing system for offshore generating equipment,"A gravity securing system for a piece of offshore generating equipment such as a wind turbine consists of gravity legs arranged in a star pattern on the seabed and connected to a mast 3 stabilised by tensioned cables. The latter are attached to the legs at points 3e along their length. It can be installed by utilising the legs as hulls of a transportation vessel, launching the system, with the legs arranged alongside one another with the mast, turbine and associated winching equipment on board, and then towing the complete system out to the installation site for sinking the legs thereat, after the legs have been arranged into the configuration required by the seabed contours. Addition of a further pair of buoyancy hulls 2 for temporarily supporting the mast 3 facilitate raising the mast and turbine as a result of sinking the legs, the temporary pair of buoyancy hulls providing a fulcrum.",1998,Y02E  10/727; F03D   7/02; F03D  11/04; F03D  13/25; Y02E  10/723; E02B  17/00; F03D   7/0236; E02B2017/0091; F05B2240/95; F05B2240/93; Y02E  10/28
23355217,GBD1339707,CROSS-SHAPED WIND-DRIVEN ELECTRICITY GENERATOR,"1339707 Driving dynamo electric machines A P PEDRICK 25 Dec 1972 51978/72 Heading H2A A wind-driven electric generator comprises a cross-shaped structure with horizontal arms (6, 6<SP>1</SP>, Fig. 1, not shown) rotatable about a fixed vertical member (2), cup members (4, 5) being mounted on the ends of the arms and a dynamo being located at the inner ends of the arms or at the base of the vertical member; in the former arrangement, magnetic polepieces (7, 8, 9) are disposed about the junction between the arms and the vertical member, and conductors (10) in the arms are in circuit with a storage battery (13) at the base of the vertical member. The arms may be folded and covered by a casing. The generator may carry lights, and may be mounted on a church spire, an umbrella-like folding shelter, Figs. 5 to 10 (not shown), a head-gear for mountaineers, or the mast of a yacht, and may additionally power radio equipment or clothing heating. Auxiliary drive for the arms may comprise air or steam jets, or direct manual actuation.",1972,F05B2220/61; F03D   3/06; F03D   9/11; F03D   9/20; Y02E  10/74; F03D   3/065; F03D   9/00; H02K   7/18; B63H  13/00; F03D   9/007; Y02E  70/10; Y02T  70/58
23357820,GBD1347844,AUTOMATIC BILGE PUMP,"1347844 Automatic bilge pump R GRAY 4 Aug 1971 [28 Aug 1970] 41630/70 Heading B7M [Also in Division F1] An automatic bilge water pump comprises a diaphragm water pump 3, 4 within the hull of a boat and a pressure pulse generator 1 mounted on the boat with an operative connection 2 to the diaphragm 3 of the pump. Pressure pulses produced by flow of water past the generator actuate the diaphragm to discharge water through pipes 5, 6. In the embodiment of Fig. 6 the generator is replaced by a rotating vane or windmill the configuration of which is shown by the line B-B of Fig. 6.",1970,B63B  13/00
23731813,GR19820169571,NULL,NULL,1982,F03D  80/70; Y02E  10/723; F03D; F03D   7/02; F03D  13/20; F03D  13/25; F03D   9/00; F03D   9/14; F05B2220/62; Y02E  10/721; F03D   1/00; F03D   3/00; F03D   9/008; F03D   9/25; F03D   9/28; Y02E  10/727; Y02E  60/17; F05B2240/93; B63H  13/00; F05B2260/74; Y02A  20/141; F03D   7/0224; F03D   9/32; F03D  11/04; F05B2260/79; Y02T  70/58; Y10S 416/08
23752931,GR19930400487T,NULL,NULL,1993,F04D  29/183; B64C  11/00; F05B2250/25; Y02E  10/223; Y02E  10/721; B63H   5/14; F03D   1/06; F04D   1/00; F04D  29/18; B63H   1/14; F01D   1/00; F04D   1/04; F04D  29/44; F05B2240/243; F05B2250/232; F03B   3/12; F04D   3/00; B64C  11/005; F03D   1/0608
23767123,GR19990100018,WIND-ENERGY-MODIFYING-AND-TRANSMITTING SYSTEM,"This invention describes a system for conversion and transport of wind energy consisting of a pair of revolving wind turbine systems 10 which are controlled by a mechanism for changing their direction 54 as well as a mechanism 31 for braking the wind turbines. The revolving wind turbines 10 are supported at the highest points of static pylons 21 and revolve 360 degrees around their axis 19 and 20 by their means of fixing 22 and 23. The wind turbines 10 turn on a cast base-bearing 24 and are locked and unlocked in the selected position (according to the direction of the wind) by the pin 26 in the holes 25 having a perimetric arrangement on the lower surface of the revolving housing 75 of the wind turbine 10. These revolving systems of the wind turbines have rotors which, through the tapered gears 15 and 17, are linked to the horizontal shaft 11 of the rotor 14 and the perpendicular shaft 19, the lower end of which is connected to the horizontal tapered gear 42 which transmits the revolution to the vertical tapered gear 44, connected to the vertical common shaft 43 and transfers the revolution to the propeller 45 of the craft. According to the length of the craft, these revolving systems of the wind turbines can be 2, 3, 4, 5 or more pairs of systems on radial pylons or can be fixed at the centre of the vessel in a single axial set with the above mode of operation. This invention introduces a new CLEAN, ECOLOGICAL method for propelling vessels which has numerous advantages over other costly systems which moreover are often disappointing for various reasons and, above all, it is free of fuel, thus not polluting the environment.",1999,Y02E  10/72; Y02T  70/58; B63H  13/00; F03D   9/02
23800098,GR20020100255,Floating message-displaying board,"loating message-displaying board characterized in that it floats with the assistance of the wind energy acting on the panel, and in that it is able to neutralize strong lateral pressures. It is composed of the float 1, and two rotation mechanisms: a) the base rotating mechanism is liable to rotate around the vertical axis 21, and consists of the horizontal beam 2 fixed on the seat 8, via the rotary shaft 4, and the ends terminating in two upward directed end portions 5,15; b) the superstructure mechanism is located over the base mechanism, rotates round the horizontal axis 11 and consists of a horizontal beam 6 whose ends extend with two braces 14,16 serving for a counterweight and helping said second mechanism in being mounted on the endportions 5,15 of the base mechanism by means of trunnions and bearings used at the assembly points 3,13. The superstructure mechanism is provided with light projectors 18, and the panel 12 is fixed thereon 14,16,6. The axes 11, 21 divide the panel 12 into two asymmetrical horizontal and vertical surfaces 9,10 and 19,20 respectively. The rotation of the panel 12 around the axes 11,21 is controlled by the mechanisms 7,17.",2002,B63B  38/00; G09F  21/18
23800444,GR20030100150,SELF-SUSPENDED SOLAR CHIMNEY,"The self-suspended solar chimney is composed of three parts as in drawing (1a)- The main chimney (1.1) its heavy base (1.2) - Its folding lower part (1.3). The main chimney (1.1) is composed of cylindrical rings- air balloons ?1 (drawing 2) filled with inflammable light gas. These cylindrical rings ?1 are tied together with the help of supportive rings ?2 (drawing 3) so that a compact thermo-insulating cylindrical chimney is formed. The compact parts of the chimney are anchored on the moving heavy base. The successive parts are separated by a ring ?1 filled with air, which can enter and exit, so there is dynamic independence of these parts. The main chimney can be self-suspended and it is kept on its base (1.4) by the weight of its moving heavy base (1.2). In the inferior part of its heavy base, the folding part of the chimney is attached (accordion like) (1.3). The air may enter and exit freely from the rings of the folding part so the self-suspended solar chimney can take the appropriate tilt for handling the outside winds.<IMAGE>",2003,F03G   6/04; F05B2240/93; F03D   1/04; F03G   6/045; Y02E  10/465; F05B2240/131; F05B2240/922
23800879,GR20040100092,WALL CONSTRUCTION FOR FLOATING SOLAR CHIMNEYS (FSC),"floating solar chimney susceptible to measure some kilometres in height is disclosed herein. It can be demonstrated that the maximum operational sub-pressure exerted on the wall of the FSC is almost analogous to its height so that chimneys of great height are able to receive very high sub-pressures. For constructional reasons, it is preferable to separate the wall of the FSC from its suspension rings-balloons; this is realizable by the two constructions described hereinafter: At the first construction (fig. 1), the wall is formed by rings-balloons of small local curvature (1.1) full either with lifting gas (He or NH3), or simply with environmental air easily getting in and out therefrom. The wall is supported by the support rings 1,2 placed between the rings of the wall made of A1 or composite material of sufficient cross section for facing the strong forces of the operational sub-pressure. The suspension of the FSC is assured by external rings-balloons 1.3 of sufficiently great cross section. The external rings-balloons are attached to the support rings. At the second construction (fig. 2), the wall FSC is of simple sheet of resistant fabric 2.1 used in balloons 2.1, or airships with thermal insulation or not. The operational sub-pressure on the wall FSC is faced with the aid of support rings 2.2 made from A1 or composite material of sufficient cross-section. The successively arranged support rings are interlinked with strong threads 2.5. The distance from one to another is smaller than the height of the wall fabric encountered between them so that the fabric can form a small radius curvature for facing the operational sub-pressure exerted thereon. The suspension of the FSC is ensured by external rings-balloons 2.3 as in the foregoing construction. The bending of the FSC by external winds is guaranteed with the help of a system composed of a bipartite heavy base and a flexible accordion-type lower section (fig.3).",2004,F03D   9/00; F03D  11/04; F03D   1/04; Y02E  10/465; Y02E  10/72; Y02E  10/46; B64B   1/40; E04H  12/28; F03G   6/04; F23J  13/00
23801864,GR20050100478,FLOATING SYSTEM FOR SUPPORTING WIND-POWERED GENERATORS,"The invention relates to a cement floating structure 5 whereon a simple tubular gate tower 9 nested in the adequate reception 8 of the floating structure 5 supports the wind generator 10. The advantages of the invention are: a) Creation in the sea of great eolian parks equipped with wind generators, the operation of which wind parks does not create any trouble in regions of high eolian potential and relatively great depth restricted only by the strength of the anchoring system 3,6; b) The use of the simple tubular gate tower 9 implies easy construction of the floating system 5, ready assembly of this last with the wind generator 10, subsequent towing of the floating system to the foreseen anchoring place and reduced maintenance needs of the tubular tower gate 9 in harsh sea environmental conditions.",2005,F03D   1/00; Y02E  10/72; F03D  11/04; F03D  13/00; B63B  35/44; F03D  13/22
23802082,GR20060100123,STEADY FLOATING ARRANGEMENT WITH LIMITED OSCILLATIONS,"The disclosed herein steady floating platform is composed of four peripheral floats 2 and one central 1 interconnected via a tubular lattice work 3. The central float wherein a desalination unit 6 with its necessary equipment, the batteries and the control panel 7 are housed supports the metal tower 4 and the wind generator 5. The peripheral filled and emptied water floats modify the property of the construction and improves its stability against the sea waves. Inlet valves wich are intended toallow the introduction of compressed air into the water-containing chamber control the water and regulate, in this way, the volume of this last contained into the foregoing chamber.",2006,B63B  35/44; B63J   1/00; F03D   9/00; Y02E  10/727; B63B   1/107; B63B  39/03
23802337,GR20060100428,WIND TURBINE OPERATION METHOD,"In a wind turbine and in a method of operating a wind turbine, the rotor speed and/or the generator power are reduced in response to variables exceeding predetermined values. Said variables belong to the group consisting of wind direction relative to horizontal direction of main shaft of turbine and turbulence of wind, as sensed by external sensors, as well as any other variable as sensed by one or more sensors mounted on components of turbine and sensing conditions of that component.",2006,F03D   7/028; F03D   7/04; F05B2270/107; Y02E  10/726; Y02E  10/723; F03D   7/042; F05B2270/808; F03D   7/022; F05B2270/109; F05B2270/303; F05B2270/335; F05B2270/807; F03D   7/0276; F05B2270/3201; F05B2270/331; F05B2270/321; F05B2270/322; F05B2270/334; F03D   7/0204; F03D   7/0264; F05B2240/95; F05B2270/20
23802724,GR20070100298,COMPOSITE SOLAR TOWER-CHIMNEY,"The invention relates to a composite solar tower-chimney composed of the cylinder 1 positioned at the centre of a sheltered greenhouse 8. A central solar boiler 2 -which is sufficiently elevated from the ground and set outside, on the periphery of the cylinder- is projecting out to gather the radiation of a great number of two-axis heliostats 2 and produce steam capable of setting into motion the power-generating steam turbine; the rejected steam is utilised for the operation of an ordinary ground desalination unit. The major part of the sheltered surface of the greenhouse is covered by shallow solar scaled-salt lakes used as thermal storehouses for the operation of the composite solar tower-chimney 1 and the systems co-operating therewith. The seawater lakes supply the above ordinary ground desalination unit with water. The high temperature and velocity of the hot air passing over the surface of the seawater cause the evaporation of this last. The hot air exhibiting high moist rates is driven to the composite solar tower-chimney 1 where the mechanical energy of the hot air is converted via the wind generators 4 into electric while -at a certain height- the moist of the hot air is condensed or sucked by specific absorbing materials in order to be finally received in the form of desalinated purified water while potential cooling may be performed in parallel. Additional power is generated by the hydro-turbine 32 actuated by the additional desalinated water or by the liquid solutions flowing back to the base structure of the solar tower-chimney.",2007,B01D   1/0035; B01D   1/305; Y02A  20/129; Y02P  70/34; F03D   1/04; F03G   6/045; F05B2220/62; F22B   1/006; Y02A  20/142; Y02E  10/44; Y02E  10/465; B01D   5/00; Y02A  20/141; F03G   6/04; F05B2260/24; C02F   1/047; C02F   1/14; F05B2240/131; Y02A  20/128; C02F   1/048; F24S  10/10; F24S  20/20; B01D   1/14; C02F   1/043; Y02A  20/212
23907630,HU19820003401,WIND POWER STATION,NULL,1982,F03D; F03D   1/00; F03D   9/008; F05B2240/93; Y02A  20/141; Y02E  10/727; F03D   7/0224; F03D   9/00; F03D   9/14; F05B2220/62; Y02E  10/721; B63H  13/00; F03D  11/04; F03D  80/70; F05B2260/74; Y02E  10/723; Y02E  60/17; F03D   7/02; F03D  13/20; F03D  13/25; F03D   9/25; F03D   9/28; F03D   3/00; F03D   9/32; F05B2260/79; Y02T  70/58; Y10S 416/08
24018982,WO2003IB04551,ANTI-ICING SYSTEM FOR WIND TURBINES,"An for a Wind Energy Converting System (WECS in the following) for producing electric power, comprising the said de-icing and anti-icing arrangement and a method for preventing and eliminating the ice accretion on the blades of the rotor of an WECS are the subject matter of the present invention. Such an WECS (l; l'; 1'; 1'') is of the type comprising: - a tower (4; 4'), apt to support and anchor the said WECS (1; l'; 1'; 1'') to the ground or a basement, - a [nacelle](3), located on said tower (4; 4'), to which there are associated first means (9, 1N, 10; TR) for transforming the rotating movement of a rotor in order to generate electric power to be introduced into an electric [electric grid] and for the management and the operation of possible electric of said WECS (1), - a rotor (2), associated to said [nacelle](3) in the manner that it can be rotate with respect to said [nacelle](3), said rotor (2) comprising a number of blades (5) and susceptible of rotating because of the wind (V) which hits said blades (5), wherein said WECS (1; l'; 1'; 1'') internally comprises second means (2E, 19, 21) for the 15 flow of a fluid (F; F; F'; F'') inside volumes (14, 15) defined in the interior of said blades (5) of said rotor (2). The present invention is characterized in that the blades (5) of the rotor comprise, on at least a part of an external surface (5S), openings (12) which are in connection with the fluid of said volumes (14, 15) inside said blades (5) and are apt to realize an ejection of at least a part of said fluid (F; F; F'; F'') outside said blades (5), in order to fluid-thermodynamically interact with said wind (V) hitting at least said part of the surface (5S) concerned by said openings (12), and/or with water and ice possibly present on said external surface (5S) of said blade (5).",2003,F05B2260/202; Y02E  10/72; Y02T  50/675; F03D  11/00; F03D  80/40
24026801,WO1998IB01504,"RAIN, WIND, WAVE, AND SOLAR ENERGY 4-IN-1 ELECTRIC GENERATING INSTALLATION","The rain, wind, wave, and solar energy 4-in-l electric generating Installation comprises mainly a wind wheel (2), a water wheel (3), two solar plates (1 and 1A), a wind and current plate (4), a turntable (6), and four floats (14). All these components work in combination to convert 4 natural resources, namely rain, wind, waves, and sunlight into useful electricity with automatic adjustment to the level of tide, and direction of wind and current. The installation can be used either in water or, with some minor modifications, on land. By means of this installation, even without 1, 2, or 3 of the 4 natural resources, generation of electricity will not be suspended. The invention, therefore, has great advantages over the conventional electric generators.",1998,F03D   9/00; F03B  13/00; Y02E  10/727; F03B  13/12; F03D  13/25; Y02E  10/725; F03D   9/25
24109353,IE19790001224,METHOD OF DRIVING A ROTOR ROTATABLE ABOUT A ROTARY AXIS AND A ROTOR THEREFOR,NULL,1979,F05B2210/16; F01D   1/00; B01F   7/06; B63H   1/12; Y02E  10/721; F03B   3/12; Y02E  10/223; Y02P  60/12; F04D  29/18
24152898,WO2001IE00077,ICE COMPOSITE BODY AND PROCESS FOR THE CONSTRUCTION THEREOF,"An ice composite body (10) has an inner ice core (11) and a protective outer armour shell (12). The outer armour shell (12) consists of a base section (13), side sections (14) and a separate top section (15), which is free to move vertically between the side sections (14). The inner ice core (11) is maintained in a frozen condition in use by refrigeration pipes (21), which are located at various levels therethrough. The inner ice core (11) is built up from thin layers of ice which are frozen one after the other. Following the freezing of each layer of ice the layer is rolled using a roller apparatus which provides a roller pressure in the range of 3.5 to 8 Newtons/mm<2>. The ice composite body (10) can be used in warm or cool waters for applications such as bridges, breakwaters, causeways, pontoons, artificial islands, dams, tidal barrages, wave power barrages, harbour walls, wind power farms or aircraft runways.",2001,E02B  17/02; E02B   3/06; E02B  17/028; B63B  35/34; E01D   1/00; F25C   1/08; Y02P  60/855; B63B2231/64; B63B   5/00; B63B2231/76; E02D  27/06; E02B   3/062
24265735,IL19960125708,SHAFT PHASE CONTROL MECHANISM,NULL,1996,F03D  11/02; F03D   7/0224; F03D   7/04; F05B2260/40311; F16H  37/06; B63H   5/10; F03D  15/00; F05B2260/4031; F16H  35/00; F16H  35/008; F16H  35/18; Y10T  74/19093; B23B  31/28; F16D   3/10; B64C  27/54; F03D  15/10; Y10T  74/19084; F03D   7/02; Y02E  10/722; B23B  31/36; B64C  11/32; F01L   1/352; Y10T  74/1956; B64D  31/12; Y02E  10/723
24373714,IS20020006307,Landgˆngubr˙,NULL,2002,E01D  15/24; F05B2240/95; B63B  35/44; E02B2017/0091; B63B  22/02; E01D  11/02; F03D  11/04; F03D  13/25; F03D  13/40; F05B2230/80; F05B2230/60; Y02E  10/727; Y02P  70/523; B63B  35/50; F03D  13/22; E01D  15/14; E02B  17/027; E02B2017/0069; F03D  13/10; Y02B  10/30; E02B  17/025; E02B2017/0073; E02D  27/42; E02D  27/425; F03D   1/00
24529408,IT19840023334,Wind driven power source for marine use,"A vertical shaft (2) is rotatable in bearings (4,5) with stationary stabilisers (8). Above the upper bearing, the shaft carries four inclined and telescopically extensible arms (11). At the upper end of each arm is a vane structure (12) upon which the wind impinges to rotate the shaft (2). The shaft is coupled, below the deck, to a driven load. Each vane structure (12) has two halves (24,25) which are hinged together for opening and closing about a vertical axis when the arms are rotated by the wind. The arms are telescopically extensible in response to a wind-speed sensor, using centrifugal weights, rotating with the shaft (2). The telescopic arms are of non-circular section or are splined to prevent an arm rotating about its own axis.",1984,F03D
24540302,IT19790023986,PROCEDIMENTO DI UTILIZZAZIONE DI UN ROTORE AD ASSE ROTANTE E ROTORE UTILIZZABILE IN QUESTO PROCEDIMENTO,NULL,1979,B01F   7/06; B63H   1/12; F05B2210/16; F03B   3/12; Y02E  10/721; Y02E  10/223; Y02P  60/12; F04D  29/18; F01D   1/00
24554781,IT19770025223,CONGEGNO A REMI AZIONATO A VELA,NULL,1977,F05B2240/211; B63H  13/00; B63H   1/32; F03D   3/06; F03D   3/067; F05B2260/72; Y02E  10/74; Y02T  70/58
24668357,IT19770049215,SISTEMA PER RECUPERARE L'ENERGIA ALEATORIA DI UN FLUIDO NATURALE IN MOVIMENTO,NULL,1977,F03B  13/105; F03D   9/00; F05B2240/40; H02P   9/04; Y02E  10/72; Y02P  80/158; F05B2210/16; Y02E  10/22; B63H  13/00; F03B  13/08; F03B  13/10; F03B  15/06; Y02E  60/17; B63H  21/00; F03B  15/00; Y02E  10/226
24771551,IT19780083413,DISPOSITIVO PER LA TRASFORMAZIONE DELL'ENERGIA DI UNA CORRENTE O DI UN MOVIMENTO SCORRENTE DI UN MEZZO CAPACE DI SCORRERE IN UN MOVIMENTO MECCANICO,NULL,1978,B63H  19/04; B64C  27/32; Y02E  10/28; F03D   5/06; B63H   9/00; Y02T  70/59; Y02E  10/70; Y02T  50/671; F03B  17/06; F01D  23/00; F02K   5/00; G01F   1/20
24776648,IT19810084957,Equipment with rotating blades for exploitation of wind or water energy,"This invention concerns equipment with rotating blades for exploitation of wind or water energy. The equipment comprises a fixed support structure anchored to the ground and a rotating element assembled in a rotary manner around a vertical or horizontal axis on the supporting structure. The rotating element in turn consists of multiple blade components, which are spaced angularly and directed in a mainly perpendicular direction to the axis of rotation of the rotating element. Each blade component presents multiple vanes arranged one after the other and each hinged along an axis parallel to the axis of rotation of the rotating element. In this way all the vanes of each blade element can be directed, during use, between a position of total closure, in which they are laid out one at the back of the other, to define a surface of interception for the water or the wind and a totally open position, in which they offer minimum resistance to the water or wind.",1981,F03D
24786621,IT1994BG00009,WIND GENERATOR MACHINE FOR PRODUCING HIGH-POWER ELECTRICAL ENERGY,"The present patent for an industrial invention relates to a wind generator machine which exploits wind energy on a large scale, converting it to electrical energy. At the present time there are only wind generators with horizontal axes and a plurality of blades and combined wind generators with vertical axes, all being made with a central drive shaft or rotor and developing a limited power in terms of kilowatts. The invention differs from all existing wind generators constructed up to the present time in that, since it has no central shaft, it can be made with a large diameter and a large height, and can be of circular, elliptical or oval shape, generating electrical energy at very high power in windy areas. The wind generator machines are constructed on large circular structures with frames in the form of fixed towers anchored to the ground; the size of these towers can be very great and they must be constructed to match the mean wind force which has presumably been calculated for a specific locality. <IMAGE>",1994,F03D
24860215,IT1991RM00477,Wind power station with alternate air motor,"Wind power station for exploitation of the energy generated by the wind, comprising: a hollow cylindrical circular tower which reaches great heights where the winds are fast, carried by a catcher, to catch the wind, provided with a mouth, whose face is always pointed in the direction of the wind, which introduces the fluid under pressure into a hermetic space incorporated in the tower. Said space contains a tank with water where a float moves back and forth as it is bathed in the liquid contained in the tank, the liquid under pressure bears against the internal and external liquid surfaces of the float, creating an offset of same, which feed a generator of electric energy. <IMAGE>",1991,F03D
24920160,IT2000RM00614,"GENERATORE EOLICO CON PALE A PROFILO MODIFICATO TERMINALMENTE PER LAPRODUZIONE DI ENERGIA, E UNA SUA APPLICAZIONE A MEZZI NAVALI CON",NULL,2000,F03D   1/0616; B63H; Y02T  70/58; F03D   1/06; Y02E  10/721; B63H  13/00
25018143,JP19940001597,VIBRATIONPROOF DEVICE FOR CYLINDRICAL STRUCTURE BODY,"PURPOSE:To reduce the noise supplied from a cylindrical structure body by connecting and inserting the blocking masses on the sectional surface in the circumferential direction of the cylindrical structure body and attaching a vibration control member on the surface of a cylindrical structure body between the blocking mass and a vibration source. CONSTITUTION:Blocking masses 3 having the sectional thickness which is drastically different from the plate thickness of a windmill tower 2 are connected in an annular form and inserted, turning around the section of the windmill tower 2 as one example of a cylindrical structure body, and the inner surface of the cylindrical windmill tower 2 between the blocking mass 3 and a vibration source such as a mechanical device in the upper part is applied with the vibration control material 4 such as the epoxy material having the large damping effect. The blocking mass 3 cuts off the vibration transmitted to the inside of the windmill tower 2 from the vibration source such as the mechanical device in the upper part, in the middle part of the windmill tower 2. Further, the vibration control material 4 absorbs the vibration energy by the damping effect and can reduce the noise radiated from the whole of the windmill tower 2.",1994,B63B  39/00; F16F  15/02; F16F  15/08; Y02E  10/72; E04H  12/00; F05B2250/231; F03D  11/04
25411800,JP19810009147,WIND FORCE PROPULSION UNIT,"PURPOSE:To enable wind power to be effectively transformed into propulsive force by arranging a wind-mill such that the direction of the rotary shaft of the wind-mill can be changed depending upon the direction of wind. CONSTITUTION:A mast 2 is planted on a hull 1 and supports, at its top end, a shaft 3 having arms 5, 14 rotatably mounted thereto. A mount 7 for a wind-mill is rotatably attached to the front end of the arm 5 through a shaft 8, and is provided, at its rear end, with an arm 12 having an elongated hole 15 which receives a pin 13 set on the front end of the arm 14. A bar 16 is provided in the lateral portion of the arm 15 to which a rope 17 is connected.",1981,B63H   9/00; Y02E  10/72; B63H  13/00; Y02T  70/58; F03D   9/00
25479377,WO2002JP02117,OFFSHORE FLOATING WIND POWER GENERATION PLANT,"An offshore floating wind power generation plant has a single point mooring system (10) fixed to a sea floor, a float in the form of at least an triangle (23a), the float being floated on a surface of sea and moored at an apex of the triangle to the single point mooring system (10) and a wind power generation unit (30) on the float (10). Effective and stable generation of electricity can be made irrespective of change of the direction of the wind.",2002,B63B2001/128; B63B2035/446; E02B2017/0091; F03D   7/04; B63B   1/107; B63B   1/125; B63B  35/44; F05B2240/93; F05B2240/40; F03D   9/00; F03D  11/04; F03D  13/25; F03D   7/06; F05B2240/95; Y02E  10/727; B63B  21/50; Y02E  10/725
26545226,JP19810029675,SUITABLE IMPELLER FOR CONVERTING FLUID KINETIC ENERGY INTO POWER,"PURPOSE:To obtain an impeller capable of more efficiently generating power by converting kinetic energy of fluid arising from natural phenomena, wind or waves, tide, ocean current, etc. CONSTITUTION:A suitable number of arm levers 3 are extensibly provided in the surroundings of a rotary unit 1, and blade boards 4, 4' are pivotally mounted in an opening and closing state toward the same direction side of said arm lever 3. The blade boards 4, 4' are opened by input of fluid, and the rotary unit 1 is turned by energy of wave power, tidal flow power, etc. for the front pressure receiving surfaces 4'', 4'' of the blade boards 4, 4' in an extremely enlagred state. In accordance with this turning motion, the blade boards 4, 4' are turned and inverted to the input side of fluid, after the inversion when input is received to their back side, the blade boards 4, 4' are closed, and resistance is decreased.",1981,F03B   7/00; F03D   3/00; F03D   3/06; F03B  17/06; F05B2260/74; F05B2260/72; Y02E  10/74; Y02E  10/223; F03B  13/12; F05B2240/221; Y02E  10/28; F03B  17/065; F05B2210/16
26691765,JP19800032458U,NULL,NULL,1980,B63B  35/00; Y02E  10/38; F03D   9/00; Y02E  10/72; F03B  13/12; F03B  13/24; F02C   1/00
27486840,JP19810047517,WIND FORCE PROPULSION UNIT,PURPOSE:To obtain a boat propulsion by applying a windmill installed aboard. CONSTITUTION:A mast 2 is planted on the hull 1. A mount 4 is installed at the tip of the mast 2 with a pivot 3 in such a way that it may rotate freely. An arm 7 is supported by a shaft 5 on the mount 4 so as to allow a free rotating motion. The arm 7 is provided with a rotatable shaft support member of a windmill 12. A long hole 15 is provided at the end of the shaft support member of the windmill 12. A pin 16 provided in the mount 4 is fitted into the long hole.,1981,F03D   7/04; Y02E  10/723; B63H   9/00
27693119,JP19800051427,SAILING DEVICE IN MARINE EQUIPMENT,"PURPOSE:To use a sailing device as a wind-driven generator when the equipment is at anchor and as a sailing device when the equipment is taken in tow by providing blades and sails on a rotary body. CONSTITUTION:When the equipment is at anchor, a winding drum is rotated and the sails 20 are stored in a horizontal member 15. When the blades 19 receive wind presure, the rotary body 18 rotates and when a clutch 13 is connected, the rotation of the rotary body 18 is transmitted to an electromotor-generator 1 through bevel gears 9, 10 and a transmission 3. Therefore, generation is conducted and electric power is supplied to a batery. When the ship is taken in tow, the winding drum is turned back to spread the sail 20. When the power of the battery or the generator is supplied to the electromotor generator 1, the rotary body 18 rotates, the transmission 3 changes into a reduction gear and the rotary body 18 rotates at a low speed. Then, when the rotary body 18 is rotated up to a desired position to cut the electric power source in conformity to the wind direction, the rotary body 18 stops and an electromagnetic brake 4 works and therefore, the rotation of the rotary body 18 is braked and fixed at the desired position.",1980,B63H   9/06; B63H  13/00; Y02T  70/58; F03D   3/06; F03D   9/00; Y02E  10/74; F03D   3/00
28093392,JP19790059001,SEA BOTTOM SURVEYOR DRIVEN BY FORCE OF WIND OR TIDE,NULL,1979,F03D   9/00; Y02E  10/72; E21B   7/12
28905586,JP19760074238,PITCH CONTROLLABLE PROPELLER,NULL,1976,F05D2260/76; B63H   3/08; B64C  11/32; B64C  11/38; F05D2260/74; B63H   3/00; B64C  11/04; F01D   7/00; Y02E  10/721
29131193,JP19810078487,VARIABLE PITCH MECHANISM FOR ROTOR,NULL,1981,F04D  29/36; B63H   3/02; B64C  11/32; F03D   7/02; Y02E  10/723
29131246,JP19810078488,VARIABLE PITCH MECHANISM FOR ROTOR,NULL,1981,F03D   7/02; Y02E  10/723; F04D  29/36; B63H   3/02; B64C  11/32
29131299,JP19810078489,VARIABLE PITCH MECHANISM FOR ROTOR,NULL,1981,F03D   7/04; F04D  29/36; B63H   3/04; F03D   7/02; F16H  25/18; Y02E  10/723; Y02E  10/722; B64C  11/32
29706614,JP19840089309U,NULL,NULL,1984,A01K  61/00; C02F   3/20; C02F   7/00; Y02E  10/727; F03D   9/00; F03D  13/25
30029366,JP19980095262,LIGHTWEIGHT WIND POWER GENERATOR,"PROBLEM TO BE SOLVED: To reduce the weight of a total wind power generator by making a strut and a stay for fixing the strut out of a flexible material to be used as the functional elements for controlling the revolving speed of the wind power generator, controlling the output and releasing the wind under the strong wind. SOLUTION: In an up-wind type wind power generator, a horizontal support shaft 18 offset by a distance Y is mounted on a lower part of a rotary shaft 2 of a vane comprising an impeller blade 5, a generator 10 and a tail assembly 13, and a yaw device following the wind direction and comprising a yaw tube 22, a bearing and a yaw shaft is mounted. On this occasion, the strut 28 is totally or partially flexible so that its elasticity is utilized, and the elasticity of the stays 33, 33 supporting the strut 28 is also utilized to improve the durability of a generator. The strut 28 is vertically standed by the anchor bolts 34 or the like on the ground 36 by at least three stays 33 with the distribution fitting 31, a lower end of the strut 28 is edged, and fixed to the ground 36 by a supporting plate 35 comprising a recessed void.",1998,F03D   7/04; F03D  11/04; Y02E  10/723
30118371,JP19780096923,REDUCING MECHANISM OF WIND* TIDE AND WAVE OF FLOATING BODY STRUCTURE,"PURPOSE:To lighten external force acting on a floating body structure, by weakening the energy of winds and tides by mounting deflection walls and floating body resistance elements to dolphins for mooring, in a mechanism that reduces external force, such as, winds, tides, etc., which act on the floating body structure. CONSTITUTION:A large number of dolphins 3 are disposed around a floating body structure 1 at fixed intervals, and the dolphins 3 are formed by platforms 4 on the surface of the water and leg bodies 5 that drive pipe piles for supporting the platforms 4 to the sea bottom. Deflection plates 9 are erectly installed to the dolphins 3, and the deflection plates 9 are connected over portions among each platform. Floating body resistance elements 14 that connect a large number of flowing wave resistors and hang chains doubling as stacking are mounted to the dolphins 3 in curtain- like shapes. Thus, external force acting on the floating body structure 1 is reduced because wind force is weakened by means of the deflection plates and tides by means of flowing wave resistors.",1978,B63B  21/50; B63B  35/34; E02B   3/20
30817446,JP19960110390,WIND POWER DRIVING DEVICE,"PROBLEM TO BE SOLVED: To provide driving force by rotating a windmill excellently by means of a weak wind. SOLUTION: A wind force driving device is constructed mainly of a wind mill 3 provided with a plurality of wind receiving parts 6, 6, 6 extending radially from the rotary shaft 2, a semicircular cover body 7 which covers the outer circumference on the reverse rotation side rotating reversely to the wind direction of the windmill 3 and can be rotated around the rotary shaft 2, an extension body extended from the cover body 7 in the wind direction, and direction blade bodies 9A, 9B which are stood slantingly in the terminal end of the extension body 8 and receives a wind so as to rotate the cover body 7 in the wind direction.",1996,F03D   7/06; F03D   3/04; Y02B  10/30; F03D   3/00; B63H   9/00; Y02E  10/74
31468720,JP19860123866,METHOD OF REDUCING DRAG RESISTANCE AND DRAG RESISTANCE REDUCING ARTICLE,NULL,1986,F15D   1/004; Y02T  50/166; Y10T 428/2813; F15D   1/10; B05D   1/42; B64C  21/10; B29C  59/02; Y10T 428/2457; A41D2400/24; B62D  35/00; B63B   1/32; Y10T 428/24322; Y10T 428/31786; B05D   3/067; B29C  59/022; B64C2230/26; Y02E  10/72; B05D   5/02; B63B   1/34; F15D   1/12; Y10T 428/24612
32963992,JP19980158677,MARINE MOBILE TYPE WIND POWER GENERATING SET,"PROBLEM TO BE SOLVED: To effectively and accurately convert the vast wind force energy of a typhoon into electric power energy by disposing a plurality of windmill- mounted hulls in a frame body floating on the sea, and arranging a large number of windmills on the respective hulls collectively in a battle array state through fitting supports. SOLUTION: Six disc-like windmill mounted hulls S1 -S6 are arranged along the inner peripheral surface of an annular frame body X floating on the sea, and a similar windmill-mounted hull S is disposed at the center part of the frame body X so as to float, respectively. A center support A is erected at the center of the center windmill-mounted hull S, and six peripheral supports C are erected at the peripheral part. Connecting members E are stretched between the supports A, C and between the respective peripheral supports C. The windmill-mounted hulls S1 -S6 are also constituted in the same way, and a plurality of windmill-mounting supports for rotatably supporting windmills are provided between the respective peripheral supports C1 -C6 . The rotation of each windmill is transmitted to a generator to generate power.",1998,Y02E  10/725; F03D   9/00; F03D  11/04
33149609,JP19990163840,IMPROVED VANE SYSTEM,"PROBLEM TO BE SOLVED: To furthermore reduce size, and reduce equipment cost and operation cost, in a vane system for propulsion or a centrifugal pump, a rotation machine mounted with a plurality of vanes that are improved in hydrodynamics, has small energy consumption, and has minimum turbulent flow. SOLUTION: A vane body 10 is constituted with an actuation recessed surface 14 that is part of a peripheral surface, an actuation projecting surface 16 that is part of the spherical surface, a front edge 22, a rear edge 24, and an upper free end 20, and is provided with a lower fixing end for fixing a corresponding vane to periphery of the central shaft of a hub 100. At least two vane bodies are connected to the hub.",1999,F01D   5/141; F03D   3/061; Y02E  10/223; F04D  29/324; F05B2250/241; Y02E  10/74; F03B   1/02; F03D   1/0608; Y02E  10/20; B63H   1/26; Y02T  50/673; F04D  29/32; F01D   5/14; F04D  29/242; F04D  29/30; F04D  29/24; F04D  29/38; Y02E  10/721; F03B   1/00; F03B  17/00; F03D   1/06; F03D   3/06; F04D  29/18; F04D  29/384
33280946,JP19790167651,COMPOSITE WAVE * WIND POWER GENERATION SHIP,"PURPOSE:To provide a composite wave & wind power generation by dividing a ship hull into plural bottomless chambers with bukheads and providing suction/exhaust valves at the ceilings of plural chambers, etc. CONSTITUTION:A plural number of bottomless chambers 3 divided by bulkheads are provided along a longitudinal direction in the hull of a power generation ship. At the ceiling 3a of each chamber 3, a pair of suction valve 4 and an exhaust valve 5 are provided. A suction guide-in chamber 6 is formed in such manner that the suction valves 4 of all the chambers are covered. At the central upper part of a ship hull 1, an air turbine external cylinder 9 is arranged and at the upper end of the air turbine external cylinder 9, an exhaust port 9a is provided. An air intake port 9b is provided on the side of an exhaust guide-in chamber 7 on the air turbine external cylinder 9. Thus it is possible to generate an electric power both by wave and wind.",1979,F03D   3/00; Y02E  10/38; Y02E  10/70; B63H  13/00; B63J   3/04; Y02T  70/58; F03B  13/12; F03B  13/24; F03D   5/00; Y02E  10/74; Y02T  70/59; B63H  19/02
33342966,JP19770169480U,NULL,NULL,1977,B63B  51/04; Y02E  10/74; B63B  22/16; F03D   3/00; F21S   9/04; F03D   9/00; F21S   2/00; Y02E  10/72
33361925,JP19820170039,LOW PITCH STOP MECHANISM OF ROTOR BLADE VARIABLE PITCH MECH ANISM,NULL,1982,B64C  11/32; F03B   3/14; B64C  11/34; Y02E  10/223; Y02E  10/723; B63H   3/02; B64C  11/30; F03D   7/04; F04D  29/36
33416439,JP19790171649U,NULL,NULL,1979,Y02E  10/223; F03B   7/00; F03D   3/02; Y02E  10/74; B63H  13/00; Y02T  70/58
33852310,JP19910185863,"WATER FLOATING BODY BREAKING WIND AND WAVE, AND WIND AND WAVE POWER GENERATING SET","PURPOSE:To simultaneously perform wind power generation and wave power generation so as to improve power generation efficiency. CONSTITUTION:Wind receiving blades 3 are provided on a water floating body disposed sylindrically, and the blades receive wind force the while mooring water floating body by a mooring device 4. Power transmission casters 5 are disposed horizontally between the mooring device 4 and the water floating body, and the water floating body causes the casters 5 to be rotated by resultant force of the rotating force produced by wind force and the vertical movement of waves. A power generator 6 is operated by the rotating power from the casters 5 to generate power. A wind receiving angle control device 3 changes the angle of a wind receiving blade 2, and converts the wind force to the rotating force of the water floating body. A part of the water floating body is lost and the defective parts 1a are connected to each other under the surface of the water to take the defective part as a ship passing port. Thus, the wind force and the wave force can be converted to electric power energy while making the surface of the water in a ring 1 in windbreak and breakwater state.",1991,Y02A  10/15; Y02E  10/74; F03B  13/14; E02B   9/08; E02B   3/06; F03D   3/00; Y02E  10/38
33996827,JP19890191272,POWER GENERATOR BY MEANS OF WIND,"PURPOSE:To acquire electricity sufficiently by means of a simply manufactured low-cost device that is swung little by waves, by forming a floating body which is assembled with pipe bodies in a truss shape and which floats on the surface of water, and providing a plurality of wind dynamos on the floating body. CONSTITUTION:This power generator by means of wind is moved by means of a tug boat to the sea or a lake where a strong wind is, and moored by means of mooring cables 10. And propellers 6 at wind dynamos 3 on a floating body 1 are driven with their faces toward the windward, and power generation is made. Electricity acquired by these wind dynamos 3 is supplied to the ground through a power transmission line 11. This power generator by means of wind is formed in such a way that its floating body 1 is assembled with pipe bodies 2 in a truss shape, and therefore, unlike a large hull, the structure of the floating body is simplified, and light weight is realized, and a low cost is realized as manufacturing assembly is easy. Also, due to the truss structure of pipe bodies 2, the plane shape of the floating body 1 can be made large with simplicity with its strength kept secured, so swinging by waves can be lessened, and also, a plurality of wind dynamos 3 can be equipped, and sufficient electricity is acquired.",1989,F03D   9/00; Y02E  10/72; Y02P  70/523
34032676,JP19810192682,GENERATOR FOR LIFT,NULL,1981,B64C2230/06; B64C  21/02; B63H   9/06; B64C2230/04; F15D   1/12; Y02E  10/74; B63H   9/02; B63H   9/04; B64C  21/025; B64C2230/22; F03D   3/007; Y02T  70/58; F03D   3/00; Y02T  50/166; F05B2240/201
34374506,JP19980207630,DISTRIBUTED POWER SUPPLY EQUIPMENT,"PROBLEM TO BE SOLVED: To obtain maximum powers from a solar cell and a generator for an interlinkage operation, utilize the excessive powers of the solar cell and the generator effectively to charge a battery, and at the time of self-contained operation, utilize the powers of the solar cell, the generator and the battery effectively to supply a power to a load. SOLUTION: A distributed power supply equipment is provided with a generator converter (chopper circuit) 15 which extracts out a maximum DC power from a generator 4 a charging converter 18 for a floating charge of a battery 6 a generator output bypass route switch 23 and a battery output bypass route switch 24 which are closed at the time of self-contained operation to form the respective bypass routes of both the converters 15 and 18 and a bidirectional inverter 14 which is operated as an inverter so as to take out a maximum power while a voltage on a DC side is higher than the charging voltage of the battery 6, switched from the inverter operation to the converter operation when the voltage on the DC side is lower than the charging voltage of the battery 6 to convert the power of a system power supply into a DC power for charging, and operated as an inverter at the time of self-contained operation.",1998,Y02E  10/766; Y02E  10/763; H02J   7/35; H02J   3/38
34917693,JP19860238903,CIRCUIT BOARD HOLDING DEVICE IN HOT WIND TYPE SOLDER MELTING DEVICE,"PURPOSE:To simplify the positioning work of a circuit board and to extend the service life of a device as well by providing the through hole selectively connecting to a positive pressure source and negative pressure source on the lower face of a base seat and placing it slidably on a plane like foundation bed by fixing a circuit board holding member on the upper part. CONSTITUTION:When a switch valve is connected to a positive pressure generat ing source by setting a circuit board to clamps 6, 6, a gaseous body pressure is fed to the through hole 11... of a base seat 10 via a holding member 4 and jetted from the lower part of the base seat 10. The base seat 10 is thus floated from a foundation bed 3 and becomes movable on the foundation bed 3 surface by a slight external force. When the through hole 11,... is connected to the negative pressure source by operating the switch valve, the base seat 10 becomes unmovable with its bottom face being sucked to the foundation bed 3 and fixes the circuit board to a positioned place. A nozzle is fitted to an IC package by descending a hot wind generating device from the upper part and a hot wind is jetted, and the solder on the circuit board surface is melted at this stage.",1986,B23K   3/00; H05K   3/34; B23K   1/012; B23K   3/04; B23K   1/018
36409248,JP19920347514,WATER PURIFYING APPARATUS,"PURPOSE:To facilitate maintenance and to efficiently purify water without generating environmental pollution by storing compressed air obtained by an air compressor driven by wind force in an air tank also used as a float and using the compressed air in the air tank in the purification of water. CONSTITUTION:Three of more air tanks 2 also used as floats are provided to the lower part of a platform 1. A windmill 3 is always rotated by wind force and compressed air is stored in the air tanks 2 by an air compressor 4 and a pump 5 is driven by this compressed air to pump up water and this water is filtered by a filter box 7. When water is passed through the rough and dense filters 7a provided in the filter box 7, animal and plant planktons or other pollutants are filtered and purified water is returned to water through a drain pipe 7b. A driving system is operated only by natural energy and maintenance is also easy and pollutants can be easily removed.",1992,Y02E  10/72; Y02P  80/158; C02F   3/20; F03D   9/00; C02F   1/00; C02F   7/00; Y02W  10/15
36584865,JP19870501127,NULL,NULL,1987,B29C  70/06; Y02P  70/40; B64C  11/26; F01D   5/28; B63H   1/26; F04D  29/38; F28D  11/04; F03D  11/00; F04D  29/18; F26B  17/20; Y02E  10/223; F03B   3/12
36615813,JP19890503453,NULL,NULL,1989,B63H   1/14; F04D  29/44; F05B2240/243; B64C  11/005; F03B   3/12; F04D   3/00; F03D   1/0608; F05B2250/25; Y02E  10/223; B64C  11/00; B63H   5/14; F03D   1/06; F04D   1/00; F04D  29/18; F01D   1/00; F04D   1/04; F04D  29/183; F05B2250/232; Y02E  10/721
36772308,JP20000002449,OCEAN GENERATOR USING WAVE ENERGY,"PROBLEM TO BE SOLVED: To drive a turbine continuously by utilizing alternate inclinations of a floating offshore structure caused by the wave or the swell of the sea. SOLUTION: When inclined by the wave of the sea, liquid 13 filled in a sealed space 12 flows to the lower side to compress air in an air piston chamber 7 on this side and decompress air in another air piston chamber 7 on the other side. Such compression and depression is repeated alternately on the two chambers to cause air to go back and forth repeatedly between these chambers. As a result, a turbine 4 is forcibly and constantly rotated in one direction to drive a motor 10, resulting in improved efficiency in generating electricity.",2000,Y02E  10/74; F03D   3/04; F03B  13/24; Y02E  10/38
36825315,JP20000060029,WIND FORCE POWER GENERATION DEVICE,"PROBLEM TO BE SOLVED: To provide a wind force power generation device capable of be appli cable to the case of comparatively deep water depth as a foundation of a wind force power generator, carrying out execution for a short construction work without being influenced by a weather condition, and reducing construction cost. SOLUTION: In this wind force power generation device 1 composed of a power generator part 3 wherein a power generator 10 is disposed on an upper end of a strut 9 and a propeller 11 is disposed on the power generator 10, and a foundation part 2 for holding the power generator part 3, the foundation part 2 is composed of a main column 4 on which the strut 9 of the power generator part 3 is attached, a plurality of underwater beams 5 attached to a lower end of the main column 4, a mooring cable 6 connected to a tip end of the underwater beams 5, and a sinker 7 connected to the tip end of the mooring cable 6. The sinker 7 is earthed on the sea bottom, and the underwater beams 5 exist in the water.",2000,F03D  13/22; F03D   1/00; F03D   9/00; E02B2017/0091; F03D  11/04; F05B2240/95; Y02E  10/725; Y02E  10/727
36861135,JP20000098878,IMPELLER,"PROBLEM TO BE SOLVED: To provide an impeller for generating rotating force even when a flow rate is small or a flow velocity is lower, having the function of intercepting a flow and controlling the flow rate and the flow speed. SOLUTION: The impeller comprises a main rope 25 carried over main driving wheels 22a-22d and output wheels 28a, 28b, a main rope 26 carried over a plurality of main driving wheels 23a-23d spaced from the plurality of main driving wheels in the axial direction and output wheels 29a, 29b and arranged in parallel to the main rope 25, and a moving vane 51 arranged between the main ropes 25, 26 and supported by the main ropes 25, 26.",2000,F03B   9/00; F03D   7/04; Y02E  10/20; B63H2001/348; F03D   5/02; B63H   1/34; Y02E  10/723; F03D   9/00; Y02E  10/70
37000348,JP20000250091,MARINE POOL USING MARINE DEEP WATER AND ITS PERIPHERAL FACILITY,"PROBLEM TO BE SOLVED: To provide a marine pool located on the sea excellent in open feeling and useful for improving the health and to provide its peripheral facilities. SOLUTION: A marine deep water collecting device is added to the pool 1 floated and installed on the sea, and the marine deep water is supplied. For the pool, a propelling device 9 such as a screw is provided, multiple projecting bodies 10 for avoiding sharks are suspended from the bottom thereof, fishing equipment is provided on the side part thereof, a minute bubble generation means for mixing minute bubbles in the marine deep water is provided, and a sunbeam power generation means, a wind power generation means, a device for converting the marine deep water into fresh water and the like are provided. In the vicinity of the beach, a marine deep water utilizing pool 13 collecting and using the marine deep water, accommodations 16, eating and drinking facilities, facilities for hair cut, cosmetic treatment and health improvement, culture facilities and hydroponic cultivation facilities are installed.",2000,B63B  35/73; E04H   3/16; E04H   4/0012; A01K  63/00; E04H   4/00; Y02P  60/642; A01G  31/00
37067118,JP20000322705,FOUNDATION STRUCTURE FOR OFF-SHORE WIND TURBINE GENERATOR,"PROBLEM TO BE SOLVED: To provide a foundation structure which is suitable for installation in a shallow sea area. SOLUTION: The foundation structure is comprised of a cylindrical member 11, four first pallets 13, second pallets 14, a closed-end concrete cylindrical member 15, and a foundation tube 17 for an aerogenerator. The cylindrical member has collar portions 11a and 11b on external and internal peripheral portions thereof. Each first pallet 13 has one end thereof 13a mounted on the external collar portion 11a of the cylindrical member 11 so as to cover the same and the other end thereof 13b radially spread. Each second pallet 14 is mounted on the first pallets 13 so as to press the same from above. The concrete cylindrical member 15 is fitted into the cylindrical member 11, and the foundation tube 17 is fitted into the concrete cylindrical member 15. The cylindrical member 11, a portion of each first pallet 13 exclusive of the one end 13a, and a rear surface of a peripheral portion of each second pallet 14 have projections, respectively, which can engage with submarine geology. Further, a workbench 16 is mounted on an upper edge of the concrete cylindrical member 15. By virtue of this construction, installation work can be safely, easily, and positively carried out. Further, positional preservation of the foundation structure after the installation is stabilized, to thereby facilitate inspection of the wind turbine generator.",2000,F05B2240/95; E02D  27/52; F03D  13/22; E02D  27/42; F03D   9/00; F03D  11/04; F03D   1/00; Y02E  10/727
37124079,JP20000384356,FLOATING BODY-TYPE WIND POWER GENERATING DEVICE AND ITS INSTALLATION METHOD,"PROBLEM TO BE SOLVED: To prevent the lowering of the power generating efficiency of a wind power generating device by reducing the oscillation of a floating body supporting the wind power generating device, and to reduce the construction cost by simplifying a structure of the floating body. SOLUTION: This floating body-type wind power generating device 1 is composed of a wind power generating device 2, the floating body 3 supporting the wind power generating device, and plural mooring devices 4. The floating body 3 is composed of a longitudinally long hollow floating body 31, and a ballast weight 32 mounted on the floating body, and the mooring device 4 is composed of plural mooring ropes 41 radially mounted from the floating body, and plural anchors 42 for fixing tips of the mooring ropes.",2000,F03D   1/00; B63B2035/446; E02B2017/0091; F05B2240/95; B63B   1/048; F03D  13/22; B63B2001/044; F03D  13/25; B63B2035/442; F03D   9/00; F03D  11/04; Y02E  10/725; B63B  21/50; B63B  35/00; Y02E  10/727
37184200,JP20000591329,NULL,NULL,1999,B01D  45/12; F03D  13/25; Y02E  10/727; E02B2017/0091; F05B2240/95; B01D  46/00; B01D  45/04; B01D  45/16; F03D  80/00; Y10S 415/908; B01D  45/06
37184382,JP20000591704,NULL,NULL,1999,H02G   1/08; E02B2017/0043; F03D   9/25; F03D   9/257; H02G   9/02; E02B2017/0091; F05B2240/95; H02G   1/10; E02B2017/0039; E02B2017/0095; F05B2240/93; F03D  13/25; Y02E  10/727
37295701,JP20010106027,METHOD AND DEVICE OF POWER GENERATION,"PROBLEM TO BE SOLVED: To generate power highly efficiently. SOLUTION: First permanent magnets 3 are attached/disposed circularly on the top of a horizontally disposed fixed board 2. A rotary board 5 with a rotation shaft 4 in the vertical direction is horizontally disposed over the fixed board 2 with the first permanent magnets 3, and second permanent magnets 5 are attached/disposed circularly on the lower side of the rotary board 5. The rotary board 2 is floated by opposing the same poles of the first and second magnets 3 and 5 to each other. Then the rotary board 5 is rotated by injecting a pressure fluid introduced from a pressure fluid source toward a pressure fluid receiving part 10 formed on the outer peripheral side of the rotary board 5 in the direction of the tangent of rotation by a pressure fluid injection pipe 11, or by using an electric motor. By the rotation of the rotary board 5, a generator 12 is driven via gears 13 and 14.",2001,F03D   3/06; F03D   9/00; Y02E  10/74
37329859,JP20010142990,SEA WIND STATE OBSERVATION APPARATUS AND ITS LAYING METHOD,"PROBLEM TO BE SOLVED: To obtain an apparatus capable of observing sea wind state. SOLUTION: A sea wind state observation apparatus is constituted of a wind direction wind velocity meter 1, a height maintaining pole 3 maintaining the wind direction wind velocity meter 1 at a specific level from the sea 2, a buoy body 4 connected to the lower end of the height maintaining pole 3, an anchor cable 5 connected with the buoy body 4, a sinker 6 connected with the anchor cable 5, a posture maintaining rod 7 rotating a member attached by the wind direction wind velocity meter 1 according to the inclination of the height maintaining pole 3 for maintaining the posture of the wind direction wind velocity meter 1 horizontally.",2001,B63B  21/22; G01P   5/00; B63B  35/44; F03D  11/00; Y02E  10/72; B63B  22/18; G01P  13/00
37495313,JP20010322025,WATER CLEANING EQUIPMENT,"PROBLEM TO BE SOLVED: To increase a dissolved oxygen concentration by cleaning and activating water of lakes, ponds, or the like. SOLUTION: This water cleaning equipment 1 is an equipment to clean the water by floating a floating body 2 in a water area to be cleaned and passing jets. Gas for cleaning is fed from a gas feeder 5 to an agitating mixer 6. The agitating mixer 6 has a nozzle for jetting the water in the water area to be cleaned substantially downward in a perpendicular direction and has an internal space substantially compartmentalized to suck the gas fed from the gas feeder 5 together with the jets to gather the water and the gas, to form the jets, to agitate and mix the jets and to feed the jets to the water area to be cleaned. The feeding of the water to the agitating mixer 6 is performed from a pump unit. The floating body 2 is arranged with a solar panel 9 and a wind power generator 10 for generating the electric power for driving the pump unit.",2001,F03D   9/00; C02F   1/78; Y02W  10/15; Y02E  10/72; C02F   3/22; Y02P  80/158
37573383,JP20010507948,NULL,NULL,2000,B63H   1/18; F01D   5/141; B63H   1/26; B63H   1/265; B64C  11/18; F03D  11/00; Y02E  10/721; Y02T  50/673; B64C  11/16; F01D   5/14; F04D  29/24; F04D  29/38; F03D   1/06; F03D   1/0608; F04D  29/242; B64C  27/00; B64C  27/467; B63H   3/00
37580991,JP20010526421,NULL,NULL,2000,B63B  22/02; E01D  15/14; E02B  17/027; F03D  13/25; F05B2230/60; Y02P  70/523; E02D  27/42; B63B  35/50; F03D  13/22; B63B  35/44; E02B  17/025; E02D  27/425; E02B2017/0091; F05B2240/95; F03D   1/00; Y02E  10/727; E01D  11/02; E02B2017/0073; F03D  11/04; F03D  13/40; Y02B  10/30; E01D  15/24; E02B2017/0069; F03D  13/10; F05B2230/80
37651044,JP20020050341,OFFSHORE POWER GENERATING DEVICE,"<P>PROBLEM TO BE SOLVED: To provide an offshore power generating device using a float hard to break, which gives no influence on ocean environments and guarantees safety of ship sailing while being beneficial to neighbor fishermen. <P>SOLUTION: A wind force power generating device driven by a propel is disposed on a float connected to a submarine bearing pile through a lanyard. The float body is provided with a square body case and an almost triangular float body stored in the body case. The body case is provided with one vertex of the almost triangular float body in the front, and is provided with openings to freely circulate seawater at least on its front face and its both sides in some cases. In some other cases, cultivation boxes for fishes and shellfishes are connected to the rear of the float. <P>COPYRIGHT: (C)2003,JPO ",2002,A01K  63/00; F03D   1/06; B63B  35/44; Y02E  10/721; F03D   9/00; F03D  11/04; Y02E  10/725
37784372,JP20020195405,ROTARY VANE,"<P>PROBLEM TO BE SOLVED: To provide a rotary vane for developing great lift force when forcibly rotated or for developing great rotating force when rotated with the operation of a fluid. <P>SOLUTION: The rotary vane for developing lift or thrust force with its forcible rotation comprises a projecting weir at the rear edge of a vane body in the rotating direction, projecting in the direction of counter lift force. Otherwise, the rotary vane for developing rotating force with the operation of the fluid comprises a projecting weir at the front edge of the vane body in the rotating direction, projecting in the direction of the fluid. <P>COPYRIGHT: (C)2004,JPO ",2002,Y02E  10/223; F03B   3/04; B64C  27/467; F01D   5/14; B64C  11/18; F03D  11/00; B63H   1/26
37869325,JP20020288091,BRAKE SYSTEM FOR VERTICAL SHAFT TYPE WINDMILL,"<P>PROBLEM TO BE SOLVED: To provide a brake system for a vertical shaft type windmill for efficiently rotating the windmill when the wind power is normal, restricting or stopping rotation of the windmill when the wind power is strong, and capable of restoring the efficient rotation when the wind power returns to normal, and furthermore, capable of realizing these operations with using neither electric control nor manual operation. <P>SOLUTION: A wind power float body 10 is provided. The wind power float body 10 is integrally rotated with impellers 2, and relatively moved in the vertical direction in relation to the impellers 2. The wind float body 2 receives the upward force of the applied wind power, and when the wind speed exceeds a certain value, the wind power float body 10 rises, and when the wind speed becomes the certain value or less, the wind power float body 10 lowers. Brake means 10b and 14 are provided to be engaged with each other to decelerate the rotation of the fliers when the wind power float body 10 rises. <P>COPYRIGHT: (C)2004,JPO ",2002,F03D   7/06; F03D  11/02; Y02E  10/74; F03D   3/00; F03D   3/06
37920233,JP20020343709,OFFSHORE WIND POWER GENERATION FACILITY,"<P>PROBLEM TO BE SOLVED: To provide an offshore wind power generation facility which can be placed on the ocean easily even in a deep sea area, which keeps respective floating bodies moderately apart from one another even under severe weather and ocean conditions, and which prevents the power generating capacity from being reduced when the relative positional relationship between wind power generation equipments is changed. <P>SOLUTION: A plurality of floating bodies 2 which respectively support the wind power generation equipments 1 or the floating body 2' which supports a control equipment 3 are connected to one another by means of mooring chains 5a each having an intermediate sinker 4a in the middle of the chain. The floating bodies 2 positioned at the outermost location are further connected to mooring anchors 6 at their one ends by means of mooring chains 5b each having an intermediate sinker 4b in the middle of the chain. The floating bodies 2 and 2' or the floating bodies 2 and the mooring anchors 6 are arranged to connect a plurality of element structures of plan view equilateral triangles. <P>COPYRIGHT: (C)2004,JPO ",2002,F03D   1/02; B63B  35/00; B63B  21/00; B63B2021/505; B63B2035/446; Y02E  10/725; F03D   9/00; B63B  21/50
37980517,JP20020564262,NULL,NULL,2002,F05B2270/326; Y02E  10/721; F05B2240/93; Y02E  10/727; F03D   1/06; F03D   7/0224; F05B2270/20; F05B2270/321; Y02E  10/725; F03D   7/02; F03D   7/0204; F03D  13/25; Y02E  10/723; F03D   7/04
37983518,JP20020572265,NULL,NULL,2002,B63B  21/50; F03D  13/25; B63B2001/128; F05B2240/93; Y02E  10/727; F05B2240/40; B63B   1/107; B63B  35/44; E02B2017/0091; F05B2240/95; B63B2035/446; B63B   1/125; F03D   7/06; F03D   9/00; F03D  11/04; Y02E  10/725; F03D   7/04
38055538,JP20030070506,ANCHOR FRAME OF WINDMILL TOWER,"<P>PROBLEM TO BE SOLVED: To increase the strength of an anchor frame of a windmill tower and to simplify structure to be dividable. <P>SOLUTION: The anchor frame of the windmill tower comprises a pair of upper and lower ring-like anchor plates 1 and 2, a plurality of connection members 3 connecting the pair of upper and lower anchor plates 1, 2 at a fixed distance, a plurality of anchor bolts 4 arranged among the connection members 3, and a plurality of column supports 5 connected to the lower surface of the lower anchor plate 2 for positioning the pair of upper and lower anchor plates 1, 2 at a predetermined height above a base. The anchor frame rotatably supports blades carrying out wind power generation. The frame is characterized in that the connection members 3 and the column supports 5 are formed of steel pipes. <P>COPYRIGHT: (C)2005,JPO&NCIPI ",2003,Y02E  10/72; F03D  11/04
38181701,JP20030208950,SUBSTRUCTURE AND INSTALLATION METHOD FOR OCEAN WIND POWER GENERATION DEVICE,"<P>PROBLEM TO BE SOLVED: To shorten installation work at site and reduce the cost of installation work at site. <P>SOLUTION: This invention relates to the method for installing a submergible ocean wind power generation device for shallow water which is composed of (a) a process erecting a cylindrical windmill foundation part 22 on a box shape floating body 21 to form a foundation body 20 ashore, (b) a process tentatively mooring the foundation body 20 on sea, (c) a process mounting a windmill body 24 on the windmill foundation part 22 to form the ocean wind power generation device 25, (d) a process towing the ocean wind power generation device 25 to an installation area D by a tugboat 31, (e) a process filling ballast corresponding to strength of submarine ground in the floating body 21 while supporting the ocean wind power generation device 25 by a floating crane3, and (f) a process suspending the ocean wind power generation device 25 by the floating crane 32 and installing the foundation body 20 on the submarine ground F. <P>COPYRIGHT: (C)2005,JPO&NCIPI ",2003,Y02E  10/725; E02D  27/44; E02D  27/52; E02D  27/42; F03D   9/00; F03D  11/04
38338805,JP20030512557,NULL,NULL,2002,F03B   1/00; F03B  13/26; F05B2240/40; Y02E  10/38; B63B  35/44; E02B2017/0091; F03B   1/02; H02K  16/005; Y02E  10/725; F05B2210/16; F05B2240/97; F03B  13/10; F03B  17/061; F03D   9/00; H02K  16/00; F03B; F03B  17/06; Y02E  10/28; B63B2035/4466; H02K   7/1823; Y02E  10/223; F05B2260/72; H02K   7/18; F03B  11/00
38346624,JP20030533410,NULL,NULL,2002,F03D   7/0284; F05B2270/304; F03D   7/02; H02J   3/38; B63H   1/06; F03D   7/00; F05B2270/337; Y02B  10/30; Y02E  10/723; Y02E  10/725; Y02E  10/763; F03D   7/0272; F03D   7/04; F05B2270/1033; F03D   7/048; F03D   9/257; F05B2270/335; H02J   3/386; Y10T 307/724; F03D   9/255; H02P   9/00
38359879,JP20030568247,NULL,NULL,2003,F03D   9/11; F03D  11/00; F03D   9/00; F03D   9/257; F03D   1/02; F03D  11/04; F03D  80/50; F05B2240/95; H02K   7/18; F03D   1/00; F05B2240/96; F03D  80/00; F03D  80/55; Y02E  70/10; F03D  13/20; F03D  13/25; Y02E  10/722; Y02E  10/727
38359880,JP20030568248,NULL,NULL,2003,F03D   1/02; E02B2017/0091; F05B2240/95; F03D  13/25; F03D  11/04; F03D  80/70; Y02E  10/727; Y02P  70/523; F03D   1/00; F03D  13/20; F03D  80/50
38362446,JP20030574988,NULL,NULL,2003,E02B2017/0091; F03D   1/02; Y02P  80/22; F03D   9/255; F03D  11/04; F05B2240/95; Y02E  10/723; F03D   9/00; F03D  13/25; B63B2001/044; Y02E  10/727; B63B2035/446; B63B   1/047; F05B2220/61; F05B2220/62; Y02A  20/141; Y02E  70/10; B63B  35/44; F05B2240/93
38459038,JP20040079162,POWER GENERATION BY WIND POWER,"<P>PROBLEM TO BE SOLVED: To provide power generation by wind power for conservation of resources, and assurance of natural environment and electric power. <P>SOLUTION: A bank 1 for preventing waves is built at one of wave-generating locations such as seas, lakes and rivers, and a slope 2 with a height difference is built in water. A lever is fixed on the bank and a ship 4 is jointed onto the power point side of a lever rod so that the power point can be secured, released and moved to extend and reduce a point of action available. Several large fans 11 are fixed in a radial pattern at the point of action of the lever pinch. The large fans perform up/down reciprocating motions to produce wind power. The up/down motions by bouyancy operate the ship, the large fan and the lever rod to generate wind power. A windmill 12 and a generator 13 are activated by both the produced wind power and natural wind power. In other words, natural wave force produces artificial wind power and both the artificial wind power and the natural wind power activate the windmill and the generator. <P>COPYRIGHT: (C)2005,JPO&NCIPI ",2004,F03D  11/04; Y02E  10/725; F03D   9/02; F03B  13/24; Y02E  10/38; F03D   9/00
38460341,JP20040080612,WINDMILL DEVICE,"<P>PROBLEM TO BE SOLVED: To provide a windmill device having improved durability by reducing loads of a supporting column and a connection portion between the supporting column and a nacelle by the vibration of a float while allowing yaw control of the whole windmill device to eliminate the need for yaw control of the connection portion between the supporting column and the nacelle, wherein blades have larger diameters and higher outputs while avoiding the interference of the supporting column with the blades. <P>SOLUTION: The windmill device has the supporting column erected on the ocean float and the nacelle supported at the upper part of the supporting column and storing a windmill for generating rotating force with wind power opening on the plurality of blades and a rotating device to be rotationally driven by the windmill. It comprises a propeller mounted on the bottom of the bloat for propelling the float, a steering device for steering the propeller to change the direction of the float, and a control device for controlling the steering device according to the direction of wind of an air flow. The control device controls the steering device according to the direction of the wind to change the direction of the float following the direction of the wind. <P>COPYRIGHT: (C)2005,JPO&NCIPI ",2004,F03D   9/00; F03D  11/04; F03D   7/04; B63B  35/00; Y02E  10/723; Y02E  10/725
38528972,JP20040156606,COOLING DEVICE FOR OFFSHORE WIND FORCE ENERGY APPARATUS,"<P>PROBLEM TO BE SOLVED: To provide a cooling device for an offshore wind force energy apparatus, effectively preventing excessive biological fixation to ensure the operation with a little maintenance by improving the device including a heat absorbing device for absorbing heat to be led out, a radiating device for discharging heat to water 14 existing in the periphery, wherein the heat absorbing device has a first cooling circuit operated by liquid-like refrigerant, the first cooling circuit discharges the absorbed heat to the radiating device 12 in a heat exchanger 20, and the radiating device 12 has a second cooling circuit 22 operated by water 14 as a refrigerant. <P>SOLUTION: Two or more electrodes 36a, 36b, 36c, 36d, 36e, 36f are disposed at spaces from each other in the drawing direction of the second cooling circuit in an inner wall of a duct line 30 of the cooling circuit 22, and the electrodes are connected to a voltage supply device 38 to generate AC high voltage at least between two electrodes. <P>COPYRIGHT: (C)2005,JPO&NCIPI ",2004,H05K   7/20; F03D   9/00; F25D   9/00; F03D  80/60; F05B2240/95; F03D  11/00; Y02E  10/72
38540497,JP20040169316,ON-WATER WIND POWER GENERATING DEVICE,"<P>PROBLEM TO BE SOLVED: To provide an on-water wind power generating device which suppresses rocking and vibration of a floating structure and fluctuations of power generation efficiency. <P>SOLUTION: The on-water wind power generating device 10 in which a wind power generator 21 is provided to a floating structure 11 floating on water, is equipped with the floating structure 11, a plurality of wind power generators 21 provided to the floating structure 11, a measuring means 31 for measuring values of respective factors causing rocking and vibration in the floating structure 11, a control means 36 for outputting a control signal S2 for damping rocking and vibration produced in the whole of the floating structure 11 on the basis of respective measured values obtained by the measuring means 31, and an adjusting means for damping rocking and vibration produced in the whole of the floating structure 11 on the basis of the control signal S2. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,F03D   1/02; F03D   7/04; F03D   9/00; Y02E  10/723; Y02E  10/725; F03D  11/02; F03D   7/0296
38582691,JP20040215981,CONSTRUCTION METHOD OF OFFSHORE WIND POWER GENERATION FACILITY,"<P>PROBLEM TO BE SOLVED: To provide a quick and efficient construction method for an offshore wind power generation facility by use of a mono-pile foundation which has an improved construction property, particularly, can shorten days of construction. <P>SOLUTION: This construction method of an offshore wind power generation facility comprises a first SEP fixing process of fixing a pile carrying SEP and a foundation piling SEP on the ocean of a generation facility setting position; and steps of lifting and inserting a mono-pile steel pipe pile to a positioning holding device by use of both crawler cranes, holding and fixing the pile after adjusting the vertical accuracy in a held state, making the pile penetrate by dead weight by releasing the holding fixation, pushing down the pile in a state that it is held and fixed again, thereby making the pile penetrate, and holding the pile by a pile driver to make the pile penetrate to a predetermined depth. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,E02D  27/16; E02D  27/32; F03D   9/00; E02D  27/42; F03D  11/04; Y02E  10/725
38597108,JP20040231850,MONOPILE TYPE FOUNDATION STRUCTURE OF WIND POWER GENERATION FACILITY,"<P>PROBLEM TO BE SOLVED: To provide a monopile type foundation structure of wind power generation facility on the land or sea. <P>SOLUTION: When the ground is constituted by accumulating a soft layer on a supporting layer, the ground is improved in a region of the soft layer around a section in which a monopile is embedded in a scope of the whole region of height of the soft layer in the direction of depth up to a fixed scope in the horizontal direction to ensure supporting force in the horizontal direction required to support the monopile. The monopile is partially embedded up to a depth by which it reaches the supporting layer of the ground in a scope of ground improvement in substantially a central part of ground improvement. The monopile is formed to have such a diameter and wall thickness that withstand the load of the wind power generation facility and external force such as wind sufficiently. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,F03D   9/00; E02D  27/16; F03D  11/04; E02D   3/12; E02D  27/42; Y02E  10/725; E02D  27/52
38607204,JP20040243011,LIGHTNING ROD TYPE WIND POWER GENERATOR,"<P>PROBLEM TO BE SOLVED: To provide a lightning rod type wind power generator remarkably reduced in the frequency of lightning. <P>SOLUTION: In this lightning rod type wind power generator, a remarkable lightning protection effect can be provided to medium-/large-sized wind power generators by removing the possibility of becoming the floating conductor (rain water sump in thunderstorm on the surface of an insulator) to secure safety/economic efficiency by preventing destruction from occurring. The entire surfaces of blades for a resin propeller of the wind power generator are covered by an electric conductor, and all conductors are electrically connected to the ground. The minimum necessary lightning rod and lightning inducing needle are also economically installed. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,F03D  11/00; H05F   3/04; Y02E  10/72; H05F   3/02
38614699,JP20040251334,"METHOD AND APPARATUS FOR AERATING AND CIRCULATING RESERVOIR, AND THE LIKE, BY WIND POWER ENERGY","<P>PROBLEM TO BE SOLVED: To provide a method and an apparatus for aerating and circulating a reservoir, and the like, by wind power energy which dispenses with conventionally required electricity expense for obtaining compressed air, and can uniformly distribute the compressed air to a plurality of distribution pipes to perform an efficient purification of a lake. <P>SOLUTION: The compressed air obtained by the wind power energy is sent to discharge ports 76 in the lake, and discharged from the discharge ports to circulate the lake, thereby forming a shallow layer of a circulated mixture state. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,Y02E  10/72; C02F   3/20; E02B   3/00; C02F   7/00; Y02W  10/15; F03D   9/00
38625697,JP20040263518,SINGLE ROTOR TYPE WIND POWER GENERATOR SYSTEM WITH INTEGRATED HORIZONTAL AND VERTICAL SHAFTS,"<P>PROBLEM TO BE SOLVED: To protect a system by automatically meeting the wind direction, and automatically moving blade pitch backward by spring pressure without separate pitch control even in super-strong wind so as to prevent an overload on a power generator. <P>SOLUTION: This device is provided with a streamlined drum rotatably installed on an upper end of a tower of prescribed height, a number of direction keys radially provided on an outer circumferential surface of the drum in such a way that the direction of the drum coincides with the wind direction, a horizontal shaft rotatably and horizontally installed on the drum, with one end part protruded outward at a rear end part of the drum, the other end part positioned inside the drum, and a first bevel gear provided at the other end part, the blade installed at one end part of the horizontal shaft backward of the drum through a changing means to be movable forward and backward in accordance with wind pressure to be rotated by the wind while rotating the horizontal shaft, the generator installed in the tower, and a second bevel gear provided at one end part to be engaged with the first bevel gear for transmitting torque of the horizontal shaft to the power generator. <P>COPYRIGHT: (C)2005,JPO&NCIPI ",2004,B63H   1/06; F03D   1/06; F05B2240/2213; Y02E  10/721; F03D   7/0236; F03D   9/25; F05B2250/232; Y10S 415/908; F03D   9/00; F03D  11/04; Y02E  10/723; Y02E  10/725; F03D  15/10; F05B2240/2022; F05B2260/502; F05B2260/78; F03D   1/0658; F03D   7/04; F03D  15/00; F05B2260/4031; F05B2260/79; F03D   5/00; F05B2250/192
38631153,JP20040269562,CONSTRUCTION METHOD OF MONO-PILE TYPE FOUNDATION,"<P>PROBLEM TO BE SOLVED: To provide a method of constructing a mono-pile type foundation which is a support means of a wind power facility or the like, on the ground such as the reclaimed ground of a coast area, or on the sea-bottom ground. <P>SOLUTION: When a weak stratum is deposited on a support layer of the ground, a setting depth part of a mono-pile is left as the unimproved ground, and the surrounding weak stratum is improved in soil up to a fixed range in a horizontal direction and in the whole height range of the weak stratum in a depth direction. The unimproved ground part is then excavated to construct the mono-pile at the excavated part. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,E02D   3/12; E02D  27/42; E02D   5/50; E02D  27/28; E02D   5/34; Y02E  10/72; E02D   5/58; E02D  27/52; F03D  11/04
38646715,JP20040286741,WAVE POWER GENERATION DEVICE,"<P>PROBLEM TO BE SOLVED: To provide a wave power generation device of improved wave energy collection ratio. <P>SOLUTION: A shape 4 of the lowermost part of a float is selected to keep resistance of water when the float is moved up and down due to difference between buoyancy and gravity in deep part of sea where water is almost static without influence of surface wave as big as possible, and reversely a smooth cylinder shape 1 is selected near surface of sea to minimize force to move the float up and down by wave, and natural frequency of up down motion of the float is made coincide in a range of 0.8 to 1.6 times of annual average wave frequency at a place where the device is moored. Consequently, collection ratio of wave energy is improved. A wave power generation device equipped with an electrolysis device is moored on sea and high pressure hydrogen gas is automatically accumulated in a tank floating on sea. <P>COPYRIGHT: (C)2006,JPO&NCIPI ",2004,Y02E  10/38; F03B  13/142; Y02E  10/725; F03B  13/24; F03D   9/00; Y02E  10/32
38735970,JP20040505536,NULL,NULL,2003,F03D  13/22; B63B  21/50; B63B2035/446; E02D  27/425; B63B2035/442; F03D   9/00; F03D  11/04; F03D  13/25; Y02E  10/725; Y02E  10/727; E02B2017/0091; F05B2240/95; B63B  35/4406; F03D   1/00; B63B  35/44; E02D  27/42; F03D  13/10
38758320,JP20040564180,NULL,NULL,2003,F03D   1/00; Y02E  10/727; B63B2035/446; F05B2240/95; F03D  13/25; F03D   9/00; F03D  11/04; F03D  13/22; B63B  35/44; E02B2017/0091; F05B2240/93
38920606,JP20050149742,FLOATING BODY STRUCTURE,"<P>PROBLEM TO BE SOLVED: To provide a floating body structure capable of securing an interval to one another among a plurality of floating bodies and reducing the number of members to connect each of the floating bodies to each other. <P>SOLUTION: A plurality of floating body parts 1 are connected in a ring shape by a connecting part 2 made of a rigid body formed curved in an arch shape. Thereafter, an intermediate connecting part 4 is arranged at a central position of the ring shape, and tensile force toward the inside of the ring shape is generated by connecting a tensile part 3 to the floating body parts 1 and the connecting part 2 with the intermediate connecting part 4 interposed between them. Consequently, it is possible to secure the mutual interval between the plurality of floating body parts 1. It is possible to reduce cost by reducing the number of members to connect each of the floating body parts to each other since sufficient strength is obtained by the ring shape of the rigid body structure and a tensile structure to draw this ring shape toward the inside. <P>COPYRIGHT: (C)2007,JPO&INPIT ",2005,B63B  21/50; Y02E  10/725; B63B  21/00; B63B  35/00; F03D   9/00
39071826,JP20050317166,SUBSTRUCTURE FOR OCEAN WIND POWER GENERATION DEVICE AND CONSTRUCTION METHOD OF SUBSTRUCTURE FOR OCEAN WIND POWER GENERATION DEVICE,"<P>PROBLEM TO BE SOLVED: To reduce construction cost and power generation cost by conducting construction work in a short time without being influenced by change in weather conditions and ocean conditions. <P>SOLUTION: In the substructure for the ocean wind power generation device, a footing 1 is installed on a submarine ground 35, and a windmill is mounted on the footing 1 through a windmill tower 40. A work stage 15 is mounted on an upper part of the footing 1 in such a manner of being detachable, and rotatable around a center part of the footing 1. The work stage 15 is provided with a working platform 16 oppositely arranged on the upper part of the footing 1, a support means 18 rotatably supporting the working platform 16 on the footing 1, and a driving means 25 for rotating and driving the working platform 16. Various kinds of work for fixing the footing 1 on the ground 35 can be carried out from the working platform 16, and therefore, the construction work can be performed in a short time without being influenced by the change of the weather conditions and the ocean conditions. <P>COPYRIGHT: (C)2007,JPO&INPIT ",2005,Y02E  10/72; F03D  11/04
39130977,JP20050503821,NULL,NULL,2003,B63H   1/16; F03D   1/0608; F03D  11/00; F03D   1/06; F05B2240/33; F03D   1/04; Y02E  10/721
39133914,JP20050518656,NULL,NULL,2004,F03D  13/10; H01F  27/085; F03D   1/00; Y02E  10/727; F03D   9/00; F03D  11/04; F03D  80/60; F05B2250/231; F05B2260/64; H01F  27/025; F03D  80/00; F05B2260/20; F03D  13/20; F03D  13/25; F05B2230/60; F03D  11/00; F05B2240/95; H02M   7/48; F03D   9/25; F03D  13/22; F05B2240/14; Y02P  70/523
39382699,JP20060274963,POWER GENERATION APPARATUS,"<P>PROBLEM TO BE SOLVED: To provide a power generation apparatus including a floating body (a kite or the like) and a generator which is positioned away from the floating body, capable of generating electric power with simple facility. <P>SOLUTION: The power generation apparatus 1 includes the floating body 2 which receives the wind, a base body 3 for supporting and controlling the floating body 2, and a control cord 4 for connecting the floating body 2 and the base body 3 to each other. The base body 3 has a control cord access pipe 31 through which the control cord 4 passes, a hoist 35 around which the control cord 4 is wound, the generator 36b for generating electric power when a shaft of the hoist 35 rotates, and a motor 36c for rotating the hoist 35. The floating body 2 can be controlled to have a first inclination ?<SB>1</SB>and a second inclination ?<SB>2</SB>. A power generation period in which the shaft of the hoist 35 is rotated in a first direction by departure of the floating body 2 having the first inclination ?<SB>1</SB>from the base body 3 so that the generator 36b generates electric power, and an electric operation period in which the shaft of the hoist 35 is rotated in a second direction by the motor 36c so as to draw the floating body 2 having the second inclination ?<SB>2</SB>to approach the base body 3, are alternately repeated. <P>COPYRIGHT: (C)2008,JPO&INPIT ",2006,Y02E  10/70; F03D   5/06; Y02E  10/723
39399213,JP20060293297,WIND POWERED GENERATOR AND WIND POWER GENERATION SYSTEM,"<P>PROBLEM TO BE SOLVED: To provide a wind power generator capable of providing high power generation efficiency for the wind power, by taking in an air current so as to efficiently rotate a rotary vane, even if a structure for storing or supporting the relatively long size rotary vane is formed as a fixed type. <P>SOLUTION: This wind power generator 11 has a floating body 12 and a wind power generation unit 13 arranged on the floating body 12. A guide plate 18 positioned on the windward side operates for opening, based on the wind direction detected by a wind direction sensor, and is adjusted to an inclination so that a flow speed detected by a flow speed sensor becomes maximum. Outside air (mainly, a cross wind) guided by the guide plate 18 is blown in the air current upon the rotary vane 31 positioned upward from an introducing port 28 by passing through a flow passage 29. Among clutches 37 and 38, one connection is disengaged or both clutches 37 and 38 are connected in response to a wind speed detected by a wind speed sensor. <P>COPYRIGHT: (C)2008,JPO&INPIT ",2006,F03D   1/02; F03D   1/04; Y02E  10/723; F03D   7/04; F03D  11/00; F03D  11/02
39491189,JP20060507896,NULL,NULL,2004,B63B  35/4406; Y02B  10/30; B63B  35/44; E02B2017/0091; F05B2240/95; F03D  13/25; F05B2240/93; F03D  11/04; Y02E  10/727
39494848,JP20060515745,NULL,NULL,2004,F05B2240/912; A01K  61/70; F03D  11/04; F03D  80/00; F03D  80/30; F05B2240/95; F03D  13/25; Y02P  60/64; Y10S 415/905; A01K  61/00; F03D  11/00; F03D   9/00; Y02A  40/83; Y02E  10/727
39584043,JP20070063026,VORTEX GENERATION TYPE CYCLIC PROPELLER,"<P>PROBLEM TO BE SOLVED: To provide a propeller capable of achieving a high lift coefficient. <P>SOLUTION: This propeller including one or multiple blades fitted to a shaft to be different in center generates free vortex in a fluid by dynamically changing a blade pitch. In the case of fetching energy of a moving fluid, while a fluid flow working on the blade rotates the propeller, a pitch change produces a fluid flow pattern known as Karman vortex street. The time average flow field resulting away from the propeller is a trailing field, and the energy of a fluid flow can be efficiently converted to the rotation of a shaft driving device. In the case of propulsion, the given shaft rotation and the dynamic pitch change in the fluid are joined to produce a flow pattern reverse to Karman vortex street. The propeller is suitable especially for a low flow velocity in terms of utilization of energy or propulsion. In the low flow velocity, owing to an effect of separation of flow caused by a low Reynolds number on the blade, it is inefficient in the other propeller. <P>COPYRIGHT: (C)2007,JPO&INPIT ",2007,B63H   1/08; F03B  17/065; F03D   3/068; Y02E  10/74; B64C  11/006; B63H   1/04; B63H   1/10; B63H   1/06; Y02E  10/28
39636007,JP20070504903,NULL,NULL,2005,F03D   7/0276; F03D   7/0292; F05B2270/808; F05B2270/327; F03D  11/00; F05B2240/95; F05B2270/404; F03D; F05B2270/321; Y02E  10/723; F03D   7/02; F03D   7/0204; F03D   7/024; F03D   7/042; F05B2270/1016; F03D   7/0224; F03D   7/04; F05B2270/1095; F05B2240/93; F05B2260/821; F05B2270/331
39705191,WO1997KR00252,APPARATUS FOR GENERATING ELECTRIC POWER USING WIND FORCE,The apparatus for generating an electric power using wind force which is capable of generating a good quality of electric power by combining the apparatus with the water wave force-based electric power generating apparatus of the inventor of this invention by installing the apparatus in the sea. The apparatus includes a perpendicular fixing support body; a rotary shaft rotatably installed in the fixing support body; a propeller frame rotatably installed in an upper portion of the rotary shaft; a propeller shaft horizontally and rotatably installed in the propeller frame; a propeller member installed in the propeller shaft rotatably in a forward and backward direction; a propeller assembly including a propeller unit assembly having an elastic support means so that the propeller assembly is perpendicularly maintained when the speed of wind is below a predetermined level and the same is tilted backwardly at a predetermined angle when the speed of wind is above a predetermined level; and an electric power generator drivingly connected with another end portion of the propeller shaft for generating an electric power.,1997,F03D   7/02; F03D  13/25; Y02E  10/727; B63B2035/4466; F03D   1/00; F03B  13/10; F03D  11/04; F05B2240/95; Y02E  10/723; F03D   7/0236; F05B2210/18
39742582,KR19810004652,DEVICE WHICH PRODUCES A CARRTING FORCE WHEN PLACED IN A MOVING FLUID,This invention is an energy-efficient lift device in air flow for a ship. This lift device moves along a first direction in order to produce carrying force in the second direction perpendicular to the first direction. This device includes an elongated body which has symmetric round section profile in the first direction. The body sucks in fluids in an intake zone located on the first side of the profile in the trailing edge. The carrying force is supposed to be produced at the first side. A flap is projected on the opposite side of the trailing edge. The profile is divided into a leading edge in the form of pseudo-elliptical and a trailing edge in the form of semi-circle.,1981,B63H   9/02; B64C  21/02; B64C  21/08; B63H   9/00; F03D   3/007; F05B2240/201; Y02E  10/721; B64C2230/04; B64C2230/22; B64C2230/06; F15D   1/12; B63H   9/04; B64C  21/025; B64C  21/06; Y02E  10/74; Y02T  70/58; F03D   3/00; F03D   5/00; Y02T  50/166
39771697,KR19850000842,APPARATUS FOR PRODUCING FORCE OF MOVING FLUID,An elongated body has a rounded and symmetrical profile. The profile defines a rounded and elongated leading portion (110a) whose thickness increases from the front to the rear and a rounded trailing portion (110b) whose thickness decreases. The maximum thickness of the profile is between 50 and 100% of its length in the direction defined by its axis of symmetry. The trailing portion has a section formed by a circular arc smaller than a halfcircle. The remainder of the profile has a shape smoothly joined to the circular arc. The system sucks the fluid into the body in an area located on a first side of the profile toward which the force is to be produced.,1985,B63H   9/00; B64C  23/00; B63H   9/06; F03D; F03G   7/08; Y02T  70/583; B63H   9/02; Y02E  10/74; F03D   5/00; Y02T  70/58; F03D   9/00; Y02E  10/70; Y02E  10/72; F03D   3/00; F03G   7/00
40127211,KR19960060308,GENERATING DEVICE OF ELECTRONIC POWER USING WIND FORCE,"PURPOSE: A wind energy power plant is provided to make the best use of wind power by identifying a central rotating shaft with wind direction. CONSTITUTION: A wind energy power plant comprises a fixing pole installed on a road surface; a turning shaft supported in the upper part of the fixing pole to rotate; a windmill assembly(300) integrally combined with the turning shaft to generate rotational force by wind power with rotating; and a generator(400) generating electricity by the rotational force from the windmill assembly. A blade assembly(350) is rotated by wind pressure in blowing, and a rotating body(340) combined with the blade assembly is turned. A windmill shaft(320) is rotated by transmitting the rotational force of the rotating body through an end flange unit(341) of the rotating body and a flange unit(321). The rotational force of the windmill shaft is transmitted to a ring gear(411) of a transmission(410) combined with a threaded part by a nut, and accelerated in transmitting to a planetary gear(412) engaged with the ring gear. A large gear(414) is mounted in the planetary gear by a motor shaft(413), and a small gear(415) is engaged with the large gear and fixed in an output shaft(416). The rotational force is transmitted to the output shaft with accelerating in transmitting to the small gear by rotating the large gear.",1996,F03B  13/10; F05B2240/95; F03D   1/00; Y02E  10/727; F03D   7/0236; F05B2210/18; F03D   7/02; F03D  11/04; F03D  13/25; Y02E  10/723; B63B2035/4466
40319513,KR20000007674U,WATER ROTATION APPARATUS,NULL,2000,F03B  13/10; F03D   9/008; Y02E  10/20; F05B2240/93; Y02E  10/223; Y02E  10/74; Y02E  10/722; B63B  35/44; F03D  11/00; B63B2035/4466; F05B2240/211
40522757,KR20020042803,WIND POWER GENERATOR,"PURPOSE: A wind power generating system is provided to generate power efficiently by turning the rotating body floating through magnetic levitation without load with boosting and injecting wind from a wind blowing unit. CONSTITUTION: A wind power generating system comprises a generator(1); a rotating body(2) connected to rotate a shaft(11) of the generator, installed in the center of a support body(3), and composed of a wind screen disk(24) receiving blast resistance in floating by repulsive force between same polarity magnets(21) without load; a wind blowing unit(4) installed in the upper part of the support body to flow, discharge, boost and eject wind; and a guide tube(5) guiding blast from the wind blowing unit and injecting wind to the rotating body. Natural wind or blast discharged outside for ventilating is guided, and airflow is increased. The generator connected to the rotating body generates power efficiently by turning the rotating body with blast.",2002,F05B2240/21; F03D   9/12; F03D   9/25; Y02E  10/72; F03D   9/00; H02K   7/183
40578410,KR20030014295,Power generation device using force of wind,PURPOSE: A wind power generator system is provided to obtain sufficient electricity by increasing the rotational speed of a main gear even for the weak wind and to protect the generator from a strong wind or a typhoon by lifting a cover. CONSTITUTION: A wind power generator system is composed of a generator(2) housed in a box body(1); a main shaft(4) installed with a main gear(3) for rotating the generator at the lower end; a spherical main blower(5) for rotating the main shaft; a variable device(6) installed to the side of the main shaft and elastically extended in the action direction of centrifugal force to the rotational speed; a disc(7) mounted on a lower box body of the main shaft; permanent magnets(8) facing each other with same polarity between the box body and the disc to float the main shaft; an S-shaped rotary plate(9) disposed radially on the middle part of the main shaft and the disc; a purifying device mounted to the side of the rotary plate to purify the air; a driving unit for transmitting initial starting power to the main shaft; plural auxiliary gears(11) engaged with the main gear by a connection gear(10) to increase rotary power of the main gear; spherical auxiliary blowers(12) arranged around the main blower in the same number of the auxiliary gear to rotate the auxiliary gear and an auxiliary shaft(13) shaft-combined with the auxiliary gear; a driven gear(16) installed to the shaft of the generator; and a rotary power amplifying gear(17) disposed between the driven gear and the main gear to accelerate and transmit the rotary power of the main gear to the driven gear. The driving unit is a small motor(14) positioned under the main gear and a friction wheel(15) is installed to the shaft of the small motor and closely contacted to the lower part of the rim of the main gear.,2003,F03D   3/061; Y02E  10/74; F03D   7/06; F03D   9/25; Y02E  10/725; F03D   9/00; F05B2240/211; F05B2260/503
40583144,KR20030020053,"Power generation device using solar energy, magnetic force and wind force","PURPOSE: A power generation system using solar energy, magnetic force, and wind force is provided to enable continuous power generation even when a breeze blows by rotating a motor with solar energy and arranging a permanent magnet to rotate a main shaft according to the relative motion with an upper disk and maglev. CONSTITUTION: A wind power generation system includes a generator(2) received in a container(1); a main gear(3) rotating the generator; an auxiliary gear(11) engaging with the main gear; a main shaft(4) and auxiliary shafts(13) each rotating the main gear and the auxiliary gear; a main blower(5) and auxiliary blowers(12) each rotating the main shaft and the auxiliary shafts; a varying unit(6) installed to a side of the main shaft; a disk(7) installed to the upper side of the container; permanent magnets(8',8'') oppositely installed between the container and the disk, to float the main shaft; a rotating plate(9) of an S-shape radially installed to the middle part of the main shaft and to the disk; a purging device installed to the side of the rotating plate, to purge air; and a driving unit comprising a small motor(14). A light collection plate(16) for collecting sunlight and a storage battery(17) for storing power produced from the light collection plate are installed to the upper part of the main blower via a bearing(18). A charger(19) for transmitting power to the small motor is arranged to receive power from the storage battery. The permanent magnets are horizontally arranged to the opposed centers of the container and the disk, with the same polarity opposed, to float the main shaft and structures connected to the main shaft by repulsive force. The permanent magnets are installed to the opposed edges of the container and the disk with inclination in the rotation direction of the main gear, to rotate the main shaft and the structures connected to the main shaft by the repulsive force.",2003,F04D  25/08; F05B2260/503; F03D   3/02; F03D   9/11; Y02E  10/725; F03D   9/007; F03D   9/00; F05B2240/211; Y02E  10/74
40688293,KR20040030018,Ship Having Apparatus which Generates Electricity and Power Using the Force of Nature,"PURPOSE: A ship with an electricity/power generation device using the natural power is provided to reinforce the driving force of the shpt by using sea water as a power source, to reduce consumption of fuel, and to decrease harmful matters. CONSTITUTION: A ship with an electricity/power generation device using the natural power is composed of a propeller(10) installed on the upper part of the ship to rotate by the wind generated in driving the ship; a power generator for making electricity by the rotation of the propeller; a turbine(20) mounted at the lower part of the ship to rotate by the sea water flowing through wings; a power generator for making electricity by the rotation of the turbine; a heat collection plate(30) disposed on the upper part of a ship roof and formed with a heat conduction plate and a heat collection pipe to collect solar heat; a power generator for making the electricity by the heat transmitted from the heat collection plate and having a thermoelectric element; a storage battery for keeping the electricity generated from the power generators; a sea water inlet pipe(50) passing through the ship and having inlet and outlet ports for sucking in and discharging the sea water; and a pump for discharging the sea water inserted through the inlet port of the sea water inlet pipe by increasing the pressure and speed of the sea water.",2004,Y02E  10/70; B63H  19/00; Y02E  10/50; B63H2021/171; Y02T  70/5245
40902292,KR20057013672,METHOD FOR THE ERECTION OF A WIND ENERGY PLANT AND WIND ENERGY PLANT,"Wind energy plant, comprising a tower, based on a foundation (1, 2) and a power module (7), whereby the power module (7) comprises at least one transformer, by means of which the electrical energy, provided by the generator on the wind energy plant, is transformed to a medium or high voltage, the power module further comprises units by means of which the electrical energy produced by the generator on the wind energy plant is controlled and/or supplied. Said power module (7) comprises a support (8) placed on the foundation (1, 2) of the wind energy plant and said support (8) houses the electrical devices of the power module (7), such as, for example, the transformer and the width and/or length of the power module is less than the diameter of the tower of the wind energy plant in the vicinity of the foundation, characterised in that the power module is housed in a container (10), the walls of which are located between the tower wall (9) and the power module (7).",2005,F03D   1/00; F03D   9/25; F03D  11/00; F05B2240/14; F05B2260/64; H01F  27/085; Y02P  70/523; F03D  13/20; F03D  13/25; F05B2230/60; F05B2250/231; H01F  27/025; Y02E  10/727; F03D  11/04; F03D  80/00; F05B2260/20; F03D  80/60; F05B2240/95; F03D  13/10; F03D  13/22
40908120,KR20057019599,WIND POWER STATION,"An arrangement for a floating wind power station (1) tower (3) which floats in a substantially vertical position in that the effective centre of gravity of the tower (3) is below the centre of buoyancy of the tower (3), and wherein a machine house (13) including rotor (15) is non-rotatably connected to the tower (3) and the tower (3) is articulatedly connected to the seabed (5), wherein the tower (3) is rotatable about a tower axis of rotation (29) in that lower part (21) of the tower (3) is provided with a swivel joint (27a or 27b) that is designed to essentially absorb vertical tensile forces.",2005,E02B2017/0091; F05B2240/95; B63B  35/44; Y02B  10/30; F03D  13/25; F05B2240/93; F03D  11/04; Y02E  10/727; B63B  35/4406
40913801,KR20057025371,OFFSHORE WIND ENERGY PLANT,"The invention relates to an offshore or onshore wind energy plant. Such offshore wind energy plants have already been built while others are currently in the planning stage. Whenever man-made edifices are erected in the sea, the structures of the edifice located below the water line are provided with a coating which protects the edifice. Particularly the exterior of ships is known to be provided with a protective coating (TBT) which is not only extremely problematic from a chemical perspective but also prevents marine fauna and flora (mussels, barnacles, and other sea creatures) as far as possible from depositing on offshore wind energy plants. Disclosed is an offshore wind energy plant comprising an underwater construction, the exterior of which is provided with a structure that favors growth of marine fauna and flora thereupon.",2005,A01K  61/70; F03D  80/00; F05B2240/95; F03D  11/00; F03D  13/25; Y02A  40/83; F05B2240/912; Y02E  10/727; F03D  80/30; Y10S 415/905; A01K  61/00; Y02P  60/64
40949158,KR20060040800,OCEAN ENERGY GENERATION SYSTEM,"A generator using ocean energy is provided to produce energy efficiently and economically by using wave that is infinite clean energy. A generator using ocean energy comprises a link assembly (1) including one side supported attached to a support. A main float(1) is attached to the link combination section(1) and located on the surface of water. A fluid cylinder(4,4-1) or a fluid pump(5) is attached to the link combination section(1). A fluid cylinder(6) is connected to the fluid cylinder(4,4-1) or the fluid pump(5) through a fluid pipe(6-1). The fluid cylinder(6) has a cap coupling member(7-1), in which an upper portion thereof is opened. A fluid turbine(6-3) is mounted in the fluid cylinder(6). A fluid cylinder shaft(7) and a support(8) are mounted at the fluid cylinder(6).",2006,F03B  13/14; F03B  13/22; Y02E  10/38; F03B  13/18; F03B  13/24; F03B  17/062; F03B  13/184; F03B  13/12; F05B2220/32; F03D   9/008
40989367,KR20060087741,DUAL BLADE TYPE OCEAN GENERATOR,"A dual blade type ocean generator is provided to generate electricity continuously by using both wind and ocean current, generate electricity stably and increase power generation capacity by installing dual type blades. An ocean generator includes a support(20) fixed at a submarine ground(10), an ocean current generator(30) and an aerogenerator(40) fixed at the support to be placed under water and over the water. A bearing block(32) rotatably fixes the ocean current generator at the support. Dual type blades(50a) pass through the ocean current generator in a longitudinal direction to be fixed at a rotary shaft of which both ends are exposed. Another bearing block(42) rotatably fixes the aerogenerator at the support. Another dual type blades(50b) pass through the aerogenerator in a longitudinal direction to be fixed at a rotary shaft of which both ends are exposed.",2006,F03B   3/121; F03B  13/00; F03B  17/00; Y02E  10/725; Y02E  10/20; Y02E  10/28; F03D   1/0633; F03B  13/264; F03D   5/00; F03D   9/00; Y02E  10/70; F03D   9/008
41006827,KR20060108095,WATERCRAFT TOWED BY A PARAGLIDER,"A watercraft towed by a paraglider is provided to omit a stern rudder by adjusting a traveling direction of a ship by moving a point of action in the towed force of a parafoil to left or right of longitudinal amidship of a ship. A watercraft towed by a paraglider includes a wing(1), an air sac(2), a leading edge(3), and a trailing edge(4). A parafoil is floated by oneself by filling helium into the air sac. The watercraft is controlled by a servo motor to control an operation string in wire or wireless to change an angle of airflow between the left leading edge and the right trailing edge. The servo motor reduces a wing area of the parafoil above a predetermined threshold strong wind by closing an air intake(6) of the parafoil as much as a driver needs.",2006,B63B  35/73; B63H   9/06; B63H   9/069; B63H   9/072; B63H   9/04; B64C2031/065; Y02E  10/70
41009706,KR20060111400,Submarine fixation type sea structure which carries out the function of artificial reef and manufacturing method thereof,"A sea structure having a function of an artificial reef and a method for manufacturing the same are provided to achieve a solid fixation to a sea floor so that the sea structure is always arranged in an installed position irrespective of a poor exterior environment and maintained easily after installed. A sea structure having a function of an artificial reef includes: a post(110), made of a polygonal or cylindrical steel pipe, such as a concrete filled tube, which is filled partially or wholly with a concrete, and fixed solidly to a bottom of the sea in a vertical state; an artificial reef body(120), having a post insertion(123), and formed in various shapes, like box, polyhedron or tower, made of a concrete, ceramic or steel material, as well as arranged around the post in such a manner that it is fixed solidly to a periphery of the post in a welded manner or by means of a stopper or wedge in the state that the post insertion is inserted into a central axis of the post.",2006,F03D  13/20; E02B   3/046; A01K  61/00; A01K  61/70; Y02A  40/83
41037401,KR20067004011,A WIND TURBINE FOR USE OFFSHORE,"A procedure and a device in connection with the use of a wind turbine offshore, comprising a wind turbine (2) connected via a shaft (not shown) to a generator (3), which is rotationally mounted on a tower (4), and a foundation underneath in the form of a float (6) on which the tower (4) is mounted. The float (6) is designed to be anchored so that it can move freely in the vertical plane via a mooring in the form of mooring lines, hinge or tether (7), whereby, as a consequence of the effect of the waves on the float, the motion of the wind turbine (2) will act as a damping mechanism on the motion and thus extract energy from the waves. The wind turbine's resonance period is adjusted by adjusting the platform's centre of gravity and/or the tension in the anchor (7) with which the wind turbine is attached to the sea bed.",2004,F03D   9/00; F03D  11/04; Y02E  10/727; F03D   1/00; B63B  21/502; E02B2017/0091; B63B2035/446; B63B  21/50; F03D  13/25; F03D; F05B2240/93; Y02E  10/38; F05B2240/95
41052526,KR20067020476,A METHOD FOR REDUCTION OF AXIAL POWER VARIATION OF A WIND POWER PLANT,"A method which continuously reduces the variations of the rotor axial force and thus reduces fatigue loads on rotor blades and tower, whilst the resultant output to the generator is not significantly affected or is maintained within acceptable limits in relation to limitations of the drive gear, generator and power grid. A method of using the rotor axial force to actively counter the motions of a floating power plant. The method of using the rotor axial force to actively counter the motions of a floating power plant. The method also describes how rotational forces about the vertical axis (12) of the tower (4) are controlled and countered by cyclic variation of pitch angles and associated forces on the individual rotor blade. The method also describes how the aerodynamic force variation on each individual blade as a consequence of different wind velocities at different heights (vertical wind shear) and in the horizontal direction parallel to the rotor plane (horizontal wind shear) can be reduced. Æ KIPO & WIPO 2007",2006,F05B2240/95; F05B2270/404; F05B2270/808; F05B2270/1016; F05B2270/1095; F05B2270/327; F03D   7/024; F03D   7/04; F03D   7/042; F03D  11/00; F05B2240/93; F03D   7/02; F03D   7/0204; F03D; F03D   7/0292; Y02E  10/723; F03D   7/0276; F05B2260/821; F05B2270/331; F03D   7/0224; F05B2270/321
41066674,KR20070019157,A propeller system and a method for operating the propeller system,"A vortex shedding cyclical propeller is provided to change dynamically a pitch of blades by being eccentrically mounted on a shaft to generate a free vortex in a fluid. A vortex shedding cyclical propeller includes a shaft(412), a blade(410), a linkage device, a control system, a motor, and a device. The blade has an adjustable attack angle. The linkage device eccentrically connects the blade to the shaft. The control system can be operated to change the attack angle so that the blade generates at least one dynamic vortex during each revolution of the shaft. The motor drives the shaft. An operation of the blade provides momentum to fluid. The device receives energy guided by an operation of the fluid from the shaft. The linkage device includes a base(415) and a blade shaft. The base is attached to the shaft. The blade shaft is installed on the base.",2007,B63H   1/14; Y02E  10/74; B63H   1/06; B63H   1/08; F03B  17/065; F03D   3/068; B63H   1/04; B63H   1/28; Y02E  10/28; B64C  11/006
41077889,KR20070052899,"power generation system using wind force, tide, oceanic current, and wave-force","A power generation system using wind, tide, ocean current, and wave force is provided to supply high pressure seawater uniformly and complementally to a water turbine generator. A power generation system using wind, tide, ocean current, and wave force comprises a seawater compressor(120) to supply seawater by wind force, a seawater compressor(200) to supply seawater by tide, ocean current, and wave force, an air compressor(300) to supply air by wave force, a water turbine generator(420) to generate electricity by high pressure seawater supplied by the seawater compressors and the air compressor. The water turbine generator includes a compressed water tank(410) to which seawater from the seawater compressors and the air compressor and compressed air from the air compressor are supplied, and high pressure seawater is supplied to the water turbine generator as the compressed air presses an upper part of the sea water.",2007,F03D   9/008; F03B  13/24; F03B  13/12; F05B2220/32; Y02E  10/28; Y02E  10/38; F03B  13/14; F03B  13/22; Y02E  10/70; F03B   7/00; F03B  13/266; F03B  17/02
41085650,KR20070087403,METHOD OF ESTABLISHING SEA WIND POWER GENERATOR USING THE LEADING RAIL,"A method of installation of a sea wind power generator using a leading rail is provided to reduce costs and improve efficiency by installing an upper pole of the sea wind power generator through a tower crane and a leading rail. A method of installation of a sea wind power generator includes a step of installing a lower pole(10) including a protrusion, a horizontal stepped surface(12), and a contact surface onto a water floor, a step of permitting a pair of barges(50) to be tightened onto the contact surface of the lower pole, and fixing the barges by permitting a plurality of locking posts(52) to stand onto a sea floor, a step of arranging tower crane posts(61) and cages(62) on both sides of the horizontal stepped surface of the lower pole, lifting a nacelle unit(40) including a frame(44), a nacelle support(43), and a nacelle(41), fitting an intermediate pole(20) connected to an external crane to the protrusion of the lower pole, and arranging horizontal supports connected to the tower crane posts at both sides of the intermediate pole, a step of arranging a leading rail(80) on the barges and the intermediate pole, lifting the nacelle unit, joining an upper pole(30) onto the intermediate pole, and arranging horizontal supports on both sides of the upper pole, a step of arranging the nacelle unit onto the upper pole, a step of lowering the nacelle support and the frame, disassembling the horizontal supports, the leading rail, the nacelle support, the frame and the tower crane, drawing a propeller and assembling the propeller into a groove(42-1), and a step of lifting the locking posts, and separating the barges.",2007,B66C   1/12; F05B2240/932; F05B2240/95; F03D  11/04; Y02P  70/523; Y02E  10/727; B66C  23/18; F03D  13/25; E02D  27/42; Y02E  10/726; E02D  27/425; F03D  13/10; F05B2230/61
41107135,KR20077015012,PROPELLER AND HORIZONTAL-SHAFT WINDMILL,"A propeller, wherein the tip parts of the propeller blades (3) of a horizontal-shaft windmill are tilted in the front direction of the propeller blades (3) to form inclination parts (3c). The inclination angle of the tilted parts (3c) is set within the range of 25 to 50∞ relative to the longitudinal direction of the propeller blades (3).",2007,F05B2210/16; F05B2240/30; F05B2250/70; F03D   1/06; F03D   1/0608; F03D   7/04; Y02E  10/721; F05B2240/221; F03D  11/00; B63H   1/26; B64C  11/18
41125694,KR20087000155,FLOATING WIND TURBINE INSTALLATION,"A method for coordinating a floating wind turbine installation. The wind turbine installation comprises a buoyant body (1), a tower (2) arranged over the buoyant body, a generator (3) mounted on the tower which is rotatable in relation to the wind direction and fitted with a wind rotor (4), and an anchor line arrangement (5) connected to anchors or anchor points on the sea bed. Static heeling, phis_max, at full wind load on the wind turbine is as low as possible, but preferably less than 8 degrees, and all eigenperiods for the installation are outside the waves' period range. The eigenperiod in pitch, T05 (roll, T04), is preferably less than 80 % of the T03 eigenperiod in heave. Moreover, the ratio between T03 and T05 is not close to 0.5 or 1.",2006,B63B; B63B2001/044; F03D  13/25; B63B2035/446; B63B   1/048; B63B  21/50; Y02E  10/727; E02B2017/0091; F05B2240/93; E02B2017/0095; F03D   1/00
41134630,KR20087010000,WIND SAIL RECEPTOR,"A wind sail receptor for turning in a wind or flow of water, turning an axle that operates a power generator device that produces a power output for performing work or provides for passing that power output to a storage arrangement. The wind sail receptor preferably includes, from six to ten identical, equally spaced blades between a rear hub and a forward disk, with the rear hub and forward disk connected to an axle that is mounted to a frame through bearings, allowing the wind sail receptor to turn freely when it is pointed into a wind or water flow. Which wind sail receptor blades are formed from two sections of three to five equal spaced blades, and each section is formed from a single flat section of a stiff material, wherefrom radial sections have been removed to form the individual blades that are equal spaced around a hub, and which section hubs are fitted to one another and the blades bent into like curves, and outer blade ends are secured, at equal spaced intervals to a forward disk, forming the wind sail receptor.",2006,F04D  29/38; F05B2250/25; Y02E  10/721; F04D  29/26; Y10S 416/06; F03D   1/06; B63H   1/265; Y10S 416/02; F03D   1/0608; F05B2210/16; Y02P  70/523; Y10S 415/908
41203781,LV19950000213,INDUCTOR GENERATOR WITH COMPOUND EXCITATION,"The invention relates to an inductor-type synchronous contact-free generator with combined motion, that can be used in wind electricity devices with a small rotation speed.The offered inductor-generator contains multiphase anchor-convolution in the form of separate spools (5,6), that are placed on the open teeth (1,4), static ring-type motion convolution (10) and convolution-free rotor with teeth-like packets (2,9), slots of which hold the permanent magnets (3) with special ends, placed with the help of special snags. The number of anchor's teeth is m/2 times bigger than the number of rotor teeth (permanent magnets), where m is the number of phases. The permanent magnets are inserted from the end side of the rotor packet, fixing them with the help of the mentioned snags into axial slots that are created in the bottom of the rotor's slots. In order to reduce the capacity of motion convolutions and improve the form of the tensity curve of the generator's output, condensers are contacted parallel to the anchor's output. The optimal specific capacity of the condenser triangle locks has been specified.Image 2 shows a fragment of teeth zone of the offered generator, where A, B, C - three-phase convolution spools, 2t - value of rotor's tooth section.<IMAGE>",1995,F03D   9/00; H02K   1/27; Y02E  10/72
41203946,LV19960000005,WINDMILL,"This invention pertains to the utilization of wind energy, namely equipment converting the energy of wind into electrical energy.The purpose of this invention is to enhance reliability without reducing the specific power, and orientate the impeller by wind.The generator 2 (fig.2) has two gear rotors rotating in opposite directions one inside the other - the inner one 5 and outer one 6. The tooth surfaces of the rotor packs 7, 8 and 9, 10 are turned against each other. There is a ring-shaped anchor coil 12 mounted stationary on the casing 11. The rotor 6 packs 8, 10 are separated from the casing 11 and anchor coil 12 with non-operative air-gaps 13, 14. The ring-shaped excitation coil 15 is placed on one of the side shields 16 of the generator 2 on the same axis as the rotors 5, 6. The impellers are installed on one side of the generator in accordance with the shafts 21, 22 of the inner rotor 5 and outer rotor 6.The impeller blades of larger diameter are placed behind the impeller blades of smaller diameter. The rotation speeds of the wind turbine impellers n1 and n2 are inversely proportional to their moments of inertia J1 and J2, i.e. n1/n2=J2/J1.The numbers of the impeller blades are interdependent prime numbers e.g. 2 blades for the smaller diameter impeller, 3 blades for the larger diameter impeller.The suggested wind turbine is equipped with a high-frequency generator for slower impeller rotation speeds i.e. it has sufficient specific power as well as higher reliability since it requires neither brushes nor slip-rings.The impeller is oriented by wind, which also enhances its reliability, reduces aerodynamic noise and eliminates ecologically harmful low-frequency vibrations of the air.<IMAGE>",1996,H02K  16/04; F03D   1/02; Y02E  10/72
41204089,LV19960000160,CONTACTLESS GENERATOR,"The innovation relates to the field of electrical devices, specifically to multi-pole electrical no-contact generators and can be used in wind generating devices. The goal of this is to increase the specific power and to decrease tapping moment. The generator (fig.1) is made up of: U type cores 1-9 where on each of them anchor type 11 two coils 10 have been placed; aluminum rotor 12 in the grooves of which magnet-leading bolsters 13 are fixed, whereas they are made of magnetic hardened material, and poles N-S magnetized in the direction of the spinning of the rotor pivot; anchor type cores' bars 14, 15 between which, when the rotor is spinning, magnets pass through freely. Construction of the generator is made multi-pole, i.e. slow-motion. The generator has an increased specific power due to the specific inter-collocation of magnets and cores. The relation of the number of cores and magnets differing from each other by one to two units and have no common divider that would be greater than the number two as well as small induction in air gap providing decrease of tapping moment.<IMAGE>",1996,F03D   9/02; H02K  21/02; Y02E  10/72
41204184,LV19960000266,WIND GENERATOR,"The invention relates to industries using wind generators, including - to devices that transform mechanical energy into electrical energy and using electrical machines with several rotors. Its aim - to increase the specific capacity, meanwhile ensuring multiphase execution.The wind generator (Image 1) contains two rotors: an internal one with tooth-like packages 1, 2 and an external one with tooth-like packages 3, 4, a stator with two packages 5, 6, that have pole cams 7, multiphase anchor wind reel 8, teeth 9, 10 of both the rotors, body 11, insertion 12, arbour 13, bearings 14, 15 of the internal rotor, elements 16, mouldings 17 of aluminum fusion, covers 18, 19, bearings 20, 21 of the external rotor, motion wind 22 and safeguard covers 23, 24 of the bearings.The application of the multistage anchor winds allows the improvement of active materials utilization and increases the specific capacity of an electrical machine.<IMAGE>",1996,Y02E  10/72; F03D   1/02; H02K  16/04
41212644,MA20020026571,APPONTEMENT.,NULL,2002,E02B2017/0073; E02B  17/027; E02B  17/025; E02B2017/0069; E02D  27/425; F03D  13/10; Y02B  10/30; B63B  35/44; E02B2017/0091; F05B2230/80; E02D  27/42; F03D   1/00; B63B  22/02; E01D  15/14; F03D  11/04; F03D  13/25; F03D  13/40; E01D  11/02; F05B2240/95; Y02P  70/523; B63B  35/50; E01D  15/24; F03D  13/22; F05B2230/60; Y02E  10/727
41291335,MX19820194941,MEJORAS A UNA PLANTA EOLICA GENERADORA DE ELECTRICIDAD,NULL,1982,F03D   9/00; F03D   9/14; F03D   9/32; Y02A  20/141; Y02E  10/727; F03D; F03D   1/00; F03D   9/008; F05B2240/93; Y02E  10/721; F03D  11/04; F05B2220/62; Y02E  10/723; Y02E  60/17; F03D  80/70; F05B2260/79; Y10S 416/08; F03D   3/00; F03D   7/0224; Y02T  70/58; F03D   7/02; F03D  13/20; F03D  13/25; B63H  13/00; F03D   9/25; F03D   9/28; F05B2260/74
41305593,MX2001PA10914,POWERTRAIN FOR POWER GENERATOR.,"Powertrains for high torque, low RPM wind turbines and ocean current turbines. The turbine consists of a large, input power shaft-mounted, rotating sun-gear with stationary powertrains mounted around its periphery. The gear teeth on the sun gear rotate past the teeth on the pinions, causing the pinions to turn and delivering power to each smaller powertrain. Alternatively, the powertrains are attached in a spindle around the perimeter of a main power input drive shaft, and rotate as the shaft rotates. Each input drive shaft to smaller powertrain gearboxes is fitted with a pinion. As the main power input shaft turns, the generators, gearboxes and pinions rotate, moving the pinions around the interior of a stationary ring gear. Reduction and distribution of torque is similar to the sun-gear embodiment of the powertrain. In the sun-gear configuration, each smaller powertrain is stationary, reducing stress caused by rotation.",2000,F03D  11/02; F05B2270/20; H02K   7/183; F04C  29/005; F03D  15/00; F03D  15/10; F05B2270/1016; H02K   7/18; F03D   9/25; F04C  29/00; H02K  16/00; Y02E  10/725; H02K   7/116
41310754,MX2002PA03124,LANDING STAGE.,NULL,2000,B63B  22/02; F03D  13/40; F05B2230/80; E01D  15/14; B63B  35/50; E02D  27/42; F03D  13/25; F05B2230/60; Y02E  10/727; E02B  17/027; F03D   1/00; E01D  15/24; E02B  17/025; E02B2017/0069; E02D  27/425; F03D  13/22; B63B  35/44; E02B2017/0073; F03D  13/10; Y02B  10/30; Y02P  70/523; E01D  11/02; E02B2017/0091; F03D  11/04; F05B2240/95
41334106,MX2004PA02715,METHOD FOR OPERATING A WIND PARK.,"The invention relates to a method for operating a wind park; consisting of several wind power plants. The wind part is connected to an electric supply network into which the power produced by the wind park is fed and the wind park and/or at least one of the wind power plants of the wind park is provided with a control input which is used to adjust the electric power of the wind park or one or several individual wind plants within a range of 0-100 % of the respectively provided power, especially the nominal output thereof. A data processing device is connected to the control input and is used to adjust the control value within a range of 0-100 % according to the amount of power available from the entire wind part at the output where it is fed into the power network. The operator (EVU) of the electric power supply network to which the wind park is connected can adjust the power provided by the wind park via the control input.",2002,F03D   7/048; F03D   9/257; F05B2270/335; H02J   3/38; B63H   1/06; F03D   7/02; Y02E  10/723; F03D   7/0272; F05B2270/1033; F05B2270/337; Y02B  10/30; Y10T 307/724; F03D   7/04; F03D   7/00; F05B2270/304; Y02E  10/763; F03D   9/255; H02J   3/386; F03D   7/0284; Y02E  10/725; H02P   9/00
41345895,MX2005PA02174,WINDMILL ROTOR COMPRISING MULTIPLE SEPARATE WIND CHANNELS.,"The invention relates to a windmill rotor comprising multiple separate wind channels, whereby the axis of the rotor is parallel to the direction of the wind. The inventive rotor comprises various cylinders which are concentric to the axis of rotation. According to the invention, the aforementioned cylinders are interconnected by means of different curved walls in the form of radial ribs, said walls forming numerous independent channels for the passage of the wind. The channels are designed such that the direction of the wind changes between the entry and exit thereof. The flow section also changes inside said channels, thereby altering the wind speed modulus.",2003,B63H   1/16; F03D   1/0608; F05B2240/33; F03D   1/06; Y02E  10/721
41358973,MX2006PA03517,ROUND HONEYCOMB ROTOR.,"The invention relates to a round honeycomb rotor which is intended to improve substantially the efficiency of standard propellers when used as a rotor for aerial vehicles, motor pumps, boats or for any purpose in hydraulic or pneumatic applications. The inventive rotor comprises helical parts which extend from the hub or circular core thereof and which are mounted to one or more concentric tubular cylinders. Moreover, a truncated-cone-shaped part extends from the larger diameter cylinder in order to control and direct the output centrifugal forces. The aforementioned helical parts take the form of helical trapezoids which, when connected to one another, form a round honeycomb in which the outer peripheral edges of said parts are fully enclosed, such that all of the centrifugal forces can be combined and the efficiency of standard propellers can be increased ten times or more for all of the various applications thereof.",2004,Y02E  10/721; B64C  11/00; F04D  19/02; F04D  29/181; B64C  11/005; F04D  29/18; F04D  29/388; B63H   1/12; B64C  11/001; F04D  19/022; F04D  29/38; B64C  27/32
41360922,MX2006PA08302,METHOD OF OPERATING A WIND TURBINE.,"In a wind turbine and in a method of operating a wind turbine, the rotor speed and/or the generator power are reduced in response to variables exceeding predetermined values, the variables being one or more of wind direction relative to horizontal direction of main shaft of turbine, turbulence of the wind, or any other variable sensed by one or more sensors mounted on components of turbine.",2006,F05B2240/95; F05B2270/20; F05B2270/322; F05B2270/808; F03D   7/0276; F05B2270/3201; F05B2270/331; F03D   7/022; F05B2270/109; F05B2270/303; F05B2270/807; F05B2270/334; Y02E  10/723; F03D   7/028; F03D   7/04; F03D   7/042; H02K  23/00; F03D   7/0204; F05B2270/321; F05B2270/335; F05B2270/107; Y02E  10/726; F03D   7/0264
41475844,WO2003NL00314,METHOD AND VESSEL FOR MANIPULATING AN OFFSHORE CONSTRUCTION,"A method and vessel for manipulating an offshore construction, more in particular an offshore construction provided with a mast such as an offshore windmill, for the purpose of installation, maintenance, repair, replacement and the like, while a first stationary support is realized in the form of a foundation, anchored under water on or in the bottom, for the offshore construction in a position of use, and a second stationary support preferably in a working environment which renders the offshore construction optimally accessible. The offshore construction in its entirety is taken up, whilst fixed relative to the engaging means, from the first, or the second, support, and shipped to the second, or the first, stationary support and is set down thereon in alignment and secured.",2003,B66C  23/185; E02B2017/0082; F03D   1/00; E02B2017/0047; E02B2017/0056; F03D  13/10; F03D  13/40; E02B  17/00; Y02P  70/523; E02B2017/0091; F05B2240/95; B66C  23/52; E02B  17/021; F05B2230/6102; Y02E  10/727
41485725,NL19981008016,"Horizontally rotating turbine driven by water or wind, particularly suitable for generating electricity from tidal energy","Half the hinged turbine blades are deactivated at any one time using spring-loaded spacer rods arranged around an inner concentric ring. Water or wind impinges against a number of blades (2) mounted on hinges (3) around the turbine periphery and oriented at an angle of 0-90[deg] with respect to the turbine rotation axis. Catches (4) provided around the periphery of an inner concentric ring (6) are formed by spring-loaded spacer rods (7), and are used to ensure that during operation only half of the blades are being impinged by the water or wind, whilst the other half are unaffected.",1998,F03D   3/067; F05B2240/95; F05B2260/72; F03B  17/06; F03B  17/065; Y02E  10/74; F03D   3/06; Y02E  10/28
41486040,NL19981008318,Floating installation with windmill driven generators,The windmill island (1) has a number of windmills at equispaced intervals around the periphery. Each windmill rotor (3) is on the top of a pillar (4). The bases of the pillars are linked by horizontal concrete tubes (5) The pillars are fastened to the hub (6) by radial fixing cables (9). The hub is anchored to the sea bed by cables (8). A drive mechanism (12) rotates to bring the rotors into the wind. The crew cabin (14) has a helicopter landing pad (13) on its roof.,1998,B63B  35/44; Y02B  10/30; B63B2035/446; E02B2017/0091; F05B2240/95; F03D  13/25; F05B2240/93; F03D  11/04; Y02E  10/727; B63B  21/50
41491575,NL19991013550,"Windmill comprises vertical drive shaft, around which blades are distributed, devices being provided for pivoting away blades sideways","The windmill comprises a vertical shaft (2) around which blades (3) are distributed, devices being provided for pivoting away blades sideways. The devices are formed by one or more support components (4) rotatable in relation to the drive shaft and to which one or more blades are fixed. The angle of the surfaces of the blades in relation to each other is preferably between 55 and 75 degrees. The windmill is fitted on an installation for operation at sea. On the installation a number of windmills are fitted, spaced apart.",1999,E02B2017/0091; F03D   3/067; F05B2240/95; F05B2240/218; Y02E  10/74; F03D   3/06; F05B2260/74
41494094,NL20001015941,"Driving anchorable installation for pick-up and conversion of wind energy to, for example, that electrical, is placed eccentrically on drive unit divided into several compartments","The driving anchorable installation for pick-up and conversion of wind energy to, for example, that electrical, is placed eccentrically on a drive unit (3) divided into several compartments, of which the driving capacity is combined and an assembly (2) projecting above water level imparts stability to a counterweight (4), which is connected underwater eccentrically to the drive unit and is so compensated by the wind pick-up device up to a maximum exerted wind energy that the wind pick-up device remains in a suitable position for optimal wind pick-up.",2000,B63B  35/44; F05B2240/40; F05B2240/93; B63B2035/446; F05B2240/95; F03D  11/04; F03D  13/20; F03D  13/25; Y02E  10/727
41495189,NL20001016986,Mastconstructie alsmede werkwijze voor het plaatsen daarvan.,NULL,2000,B63B   1/04; B63B  35/4406; B63B   1/048; B63B  21/50; F03D  13/10; F03D  13/40; Y02P  70/523; F03D  13/22; Y02E  10/727; B63B  35/44; E02B2017/0091; F05B2240/93; B63B2035/446; F03D   1/00; F03D  11/04; F05B2240/95; F03D  13/25; F05B2230/6102
41498825,NL20021020512,Werkwijze en vaartuig voor het manipuleren van een offshore constructie.,NULL,2002,B66C  23/185; E02B  17/00; F03D   1/00; E02B2017/0091; F03D  13/10; F05B2240/95; E02B2017/0047; E02B2017/0056; E02B2017/0082; F03D  13/40; B66C  23/52; E02B  17/021; F05B2230/6102; Y02E  10/727; Y02P  70/523
41498861,NL20021020545,"Marine structure resting on the underwater surface, and containing device such as wind or water turbine, oil or gas production platform etc.","The foundation part has a suction pile (4,5) designed to partly penetrate the subsea bottom during installation, at least in its operating position connected to the vessel (16) to be below or aside it to be transported over water in an orientation such that the structure from its position mounted to the vessel can be immediately lowered onto the subsea bottom while suspending from a flexible pulling element of the vessel and in a stable balanced position. The structure (1) has a foundation part (2) and an upper structure (3) extending upward from it.",2002,F05B2240/95; Y02P  70/523; E02D  27/52; E02D2250/0053; F03D  13/10; F03D  13/40; E02B2017/0078; F03D   1/00; F03D  13/22; Y02E  10/727
41501672,NL20031023142,Device is for removal and positioning of object on location in open water and comprises vessel with lifting legs movable and down for support on water course. It can be particularly used for handling windmills,"The device is for the removal and positioning of an object (8) on location (6) in open water and comprises a vessel (2) with lifting legs (3) movable up and down for support on the water course bed. A lifting unit is displaceable over the deck of the vessel for picking up, moving and further setting down the object. The lifting unit (11) comprises a first frame part (12) provided with retention devices for holding the object upright and a second frame part (14) provided with displacement devices. Between the first and second frame parts lifting components are provided which together with the uprightly retained object can move the first frame part upwards and downwards in relation to the second frame part. It can be particularly used for handling windmills.",2003,F03D  13/22; E02B  17/00; E02B2017/0052; E02B2017/0091; F03D   1/00; F05B2240/95; E02B  17/021; E02D  27/425; F03D  13/40; E02D  27/42; F03D  13/10; E02D  27/52; Y02E  10/727
41502786,NL20031024196,"Boat with telescopic gangway securable to offshore mast, has gangway secured to grip bar using hooked arm and locking device","The coupling device (10) for securing the gangway (4) to the mast (1) comprises a hooked arm for securing around a grip bar (11) protruding from the mast, in addition to a locking device (22) for cooperating with the hooked arm in the closed position so that the coupling device extends completely around the grip bar. The gangway is attached to the boat (2) at one end and can be moved in the horizontal and vertical direction. The coupling device is provided at the free end of the gangway and can be secured to a substantially vertical grip bar protruding from the mast.",2003,F03D  80/50; Y02E  10/72; B63B2017/0072; F03D   1/00; B63B  27/14; B63B  21/00; F05B2240/95; B63B2027/141
41503197,NL20031024581,Windmolenfundatie.,NULL,2003,Y02E  10/727; E02D  27/42; F03D   1/00; E02D  27/425; F03D  13/22; F05B2240/97; F05B2240/95
41511642,NL20061032250,Energiegenerator.,NULL,2006,F03B  17/067; B63H   1/08; F03D   3/068; Y02E  10/28; F03B  17/06; F03D   3/06; Y02E  10/74
41548202,NL20062000096,Offshore windmill farm receives visits by ship or helicopter for maintenance and repair work,"Offshore windmill farm receives visits by ship or helicopter fo rmaintenance and repair work. The windmills have a foundation part which lies partly under the water level and a usage part supported by the foundation part. The foundation part is provided with an inner space under the water level, with a first opening between the inner space and the surrounding sea. A ship can travel and moor under the water level through the opening in the inner space. Each windmill has a mast (1), a gondola (2) and one or more sails (3), which rotate around a horizontal axis. As far as possible, all the wind turbines in the group are constructed from the same components, which facilitates the maintenance and repair functions. Near the turbines is a maintenance work location (5), which has a helicopter pad (6) and a crane (7) for hoisting components onto the work location. The maintenance work location can have other installations for transport of men and materials.",2006,E02B  17/0034; E02D  27/425; E02B  17/00; E02D  27/42
41946175,NO19760002114,FESTEANORDNING FOR PROPELLBLAD I EN PROPELL MED REGULERBAR STIGNING,NULL,1976,B63H   3/00; B64C  11/04; F05D2260/74; F05D2260/76; B64C  11/32; B64C  11/38; Y02E  10/721; B63H   3/08; F01D   7/00
41967507,NO19810004000,INNRETNING MED STOR STROEMNINGSDYNAMISK TVERRKRAFT FOR VINDKRAFTDRIFT AV FARTOEYER OG ANDRE ANVENDELSER,NULL,1981,B63H   9/00; B64C  21/06; B64C2230/04; F05B2240/201; B64C2230/06; B64C  21/02; B64C  21/08; Y02T  50/166; F03D   3/007; Y02T  70/58; B63H   9/04; B64C2230/22; F03D   3/00; F15D   1/12; B63H   9/02; B64C  21/025; Y02E  10/74; F03D   5/00; Y02E  10/721
41995443,NO19870004065,FLUIDPAAVIRKEDE ORGANER ANORDNET PAA ET NAV.,NULL,1987,B63H; F03D   1/06; B64C  27/46; B64C  11/16; B63H   1/26; F03B   3/12; Y02E  10/223; Y02E  10/721
42056858,NO19980005766,Bolgeenergiomformer,NULL,1998,F03B  13/142; F03D   9/00; Y02E  10/725; F03D   9/25; Y02E  10/32; Y02E  10/38; F03B  13/14; F05B2240/95
42065029,WO2002NO00249,"PLANT, GENERATOR AND PROPELLER ELEMENT FOR GENERATING ENERGY FROM WATERCURRENTS","A plant, generator and rotating member for the production of power from currents in a body of water, comprising a fixedly mounted of floating structure, and a plurality of replaceable generator units (750) supported by the structure and which are driven by the water currents. The structure comprises arms (615, 720, 730). The rotating member (400) comprises a plurality of member sections (410) rotatably mounted on a shaft (405) between an end piece (407) and a tip (406). The generator comprises a contra-rotating rotor (550) and stator (800) connected to respective shafts (500, 820) and bearings, where the stator frame (800) is axially supported (810) on the first shaft (500) and the first shaft (500) at one end thereof is axially supported (810) on the stator frame. The generator according to the invention can be used for the production of electric power, and as an electromotor for the production of mechanical rotational energy.",2002,F03B; Y02E  10/28; E02B2017/0091; F03B   1/02; F03B  11/00; F03B  13/10; H02K  16/005; Y02E  10/725; B63B2035/4466; F03B   1/00; F05B2240/40; Y02E  10/38; F03D   9/00; H02K  16/00; F03B  17/06; F05B2210/16; B63B  35/44; F03B  17/061; H02K   7/1823; Y02E  10/223; F03B  13/26; F05B2240/97; F05B2260/72; H02K   7/18
42065422,WO2003NO00161,A DEVICE FOR A WIND POWER STATION PLACED IN DEEP WATER,"A wind-driven power station mounted floating in deep water, comprising a machine house (8) including a generator (not s shown), regulating devices (not shown), rotor axle (9) and rotor blade (10), in which the machine house (8) is mounted at a tower (2) that mainly is floating in an upright position, and where the stability of the tower (2) is provided by means of ballast (5, 6) being placed in the lower part of the tower (2). The power station is kept in position and stabilized by means of anchor systems (12, 13, 14, 15, alternatively 16, 17, 18).",2003,B63B2035/446; F03D  13/22; F03D   9/00; B63B  21/50; F03D  13/25; E02B2017/0091; F05B2240/95; Y02E  10/725; B63B  35/4406; B63B2035/442; E02D  27/425; F03D  13/10; F03D  11/04; Y02E  10/727; B63B  35/44; E02D  27/42; F03D   1/00
42088316,NO20010004573,Vindkraftanlegg til havs,NULL,2001,F03D   1/00; F03D  13/22; Y02E  10/727; B63B2035/446; F05B2240/95; F03D  13/20; F03D  13/25; E02B2017/0091; F05B2240/93
42089426,NO20010005692,"Ballasterbart lˆftefartˆy og fremgangsmÂte for bruk av et ballasterbart lˆftefartˆy for lˆfting, transportering, posisjonering oginstallasjon av minst ±nmarin konstruksjon, fortrinnsvis ±n eller flere vindmˆller",NULL,2001,B63B   1/10; F03D   1/00; F05B2240/95; Y02P  70/523; B63B   1/107; B63B  35/00; B63B  35/003; E02B2017/0047; F03D  13/10; F05B2230/6102; Y02E  10/727; F03D  13/40
42089427,NO20010005693,"Ballasterbart loftefartoy og fremgangsmate for lofting, transportering, posisjonering og installasjon av minst ±n marin konstruksjon, saerlig ±n eller flere vindmoller",NULL,2001,Y02E  10/727; F03D   1/00; B63B   9/06; F05B2240/95; F03D  13/40; F03D  13/22; B63B  75/00
42091669,NO20020001508,Landgang,"Landingsbrygge for et offshore vindkraftanlegg, med en anl¯psplass (28) for skip (30), en landingsplass (25) for helikoptre (26) og en felles landgang (32) fra anl¯psplassen og landingsplassen ril anlegget.",2002,E02B  17/027; E02B2017/0069; E02D  27/42; F03D  13/10; B63B  22/02; F03D  13/25; F03D  13/40; F05B2230/80; E01D  11/02; E02B2017/0073; E02D  27/425; F03D   1/00; Y02B  10/30; B63B  35/50; F03D  13/22; Y02P  70/523; F05B2230/60; Y02E  10/727; E02B  17/025; F03D  11/04; B63B  35/44; E01D  15/14; E01D  15/24; E02B2017/0091; F05B2240/95
42092580,NO20020002426,Anordning ved vindkraftverk pa dypt vann,NULL,2002,B63B  35/44; B63B  35/4406; E02B2017/0091; F05B2240/95; Y02E  10/725; E02D  27/42; F03D   1/00; F03D  11/04; Y02E  10/727; F03D   9/00; B63B2035/446; F03D  13/22; B63B  21/50; B63B2035/442; E02D  27/425; F03D  13/10; F03D  13/25
42098312,NO20030001888,Flytende vindkraftverk med avstivningssystem,NULL,2003,B63B  35/44; F05B2240/93; E02B2017/0091; F03D  11/04; Y02E  10/727; F03D  13/25; B63B  35/4406; F05B2240/95; Y02B  10/30
42098708,NO20030002285,Fremgangsmate og anordning for installasjon av en vindmolle til havs,NULL,2003,B63B   1/107; B63B  35/44; B63B   1/10; B63B  35/003; E02B2017/0047; F03D  13/10; E02B  17/00; B63B  27/02; F03D   1/00; B63B  35/00; E02B2017/0091; F03D  11/04; F05B2240/95; B63B  21/27; F03D  13/25; Y02E  10/727
42099342,NO20030002919,Fremgangsmate og anordning for omforming av energi fra/til vann under trykk.,NULL,2003,B63H  11/08; F03B  13/10; B63H2011/085; B63H2023/005; F03B  13/105; B63H  23/24; F03D   1/00; Y02E  10/22; F03B   3/04
42101992,NO20030005582,Flytende anlegg for produksjon av energi fra vannstrommer,NULL,2003,B63B2035/4466; F05B2240/40; F03B; F03D   9/00; H02K   7/18; B63B  35/44; F03B   1/02; F05B2210/16; E02B2017/0091; H02K  16/00; Y02E  10/725; F03B  17/061; F03B   1/00; H02K   7/1823; H02K  16/005; Y02E  10/223; Y02E  10/28; F03B   3/14; F03B  11/00; F03B  13/10; Y02E  10/38; F03B  13/26; F03B  17/06; F05B2240/97; F05B2260/72
42106379,NO20040004817,Blad for vindturbin og fremgangsmate ved montering av laminerte profiler for et blad,"Oppfinnelsen vedr¯rer et blad for bruk p en vindturbin og en fremgangsmÂte ved montering av laminerte profiler (3,5) for et blad for en vindturbin eller vindm¯lle. Utviklingen mot stadig st¯rre blader krever at teknikken for fremstilling blir revurdert og nye metoder tatt i bruk, spesielt med hensyn til sider som angÂr styrke og vekt. Det er et formÂl med oppfinnelsen  tilveiebringe et blad som kan fremstilles mer n¯yaktig og med st¯rre ensartethet med hensyn til styrke, fra blad til blad, og som er lettere enn tidligere kjente blader. Nye sider ved oppfinnelsen dreier seg om at bladet omfatter en bjelkedel (2) som har minst en f¯rste del (4) og minst en andre del (6), hvilken f¯rste del (4) omfatter minst en hoveddel (12) forbundet til minst en montasjeflate (10) og til minst en anleggsflens (14), hvilken andre del (6) omfatter minst en hoveddel (18) forbundet til minst en montasjeflate (16) og til minst en anleggsflens (20), der delene (4,6) blir justert ved bruk av innretninger for h¯ydejustering (8) og forbundet til hverandre ved montasjeflatene (10, 16), og der de laminerte profiler (3,5) blir montert rundt bjelkedelen (2) og limt til de respektive anleggsflenser (14,20). Herved oppnÂs det at h¯yden p bjelkedelen kan justeres i samsvar med tykkelsen p de laminerte profiler slik at den limte skj¯t oppnÂr den ¯nskede tykkelse. Dermed spares en mengde lim siden ekstra dosering unngÂs, hvorved bladet blir mindre kostbart og lettere.",2004,F03D   3/06; Y02P  70/523; B63H   1/26; F05B2280/6003; Y02E  10/721; F03D   1/0675; F05B2230/60; F03D   1/06
42107488,NO20050000271,Baerekonstruksjon for elevert masse,"BÊrekonstruksjon (4) for en elevert masse (6, 8) omfattende minst tre langstrakte innbyrdes uavstivede bÊres¯yler(14, 14', 14', 14 ???), og hvor bÊres¯ylenes (14, 14', 14', 14 ???) lengdeakser m¯tes nÊr den eleverte masses (6, 8) tyngdepunkt (20).",2005,E02B  17/02; E02D; E02B2017/0091; F05B2240/95; E02D  35/00; E04H2012/006; F03D  11/04; F03D  13/25; Y02E  10/727; F05B2250/311; E02B  17/0004; E02B  17/027; Y10S 416/06
42107700,NO20050000515,Anordning for befordring av gjenstander til vanns,"Foreliggende oppfinnelse vedr¯rer en anordning for befordring av gjenstander til vanns samt demontering eller installasjon av gjenstanden(e). Oppfinnelsen er sÊrpreget ved at en langstrakt vippekrybbe (8) er hengselsforbundet om et hengselspunkt (10) til et vanngÂende fart¯y (6), der vippekrybben (8) holder Èn eller flere underst¯ttende krybber (5) som er innrettet for  kunne forskyves i forhold til vippekrybben og eventuelt i forhold til hverandre, der vippekrybben videre er innrettet for  kunne innta en hovedsakelig horisontal eller svakt hellende posisjon, som tilsvarer en transportposisjon, og er innrettet for  kunne vippes om hengselsforbindelsen til en hovedsakelig vertikal stilling ved hjelp av egnede organer, der den vertikale stillingen tilsvarer en l¯fte- eller arbeidsposisjon der gjenstanden(e), som bÊres av den eller de underst¯ttende krybbene, kan l¯ftes eller senkes henholdsvis opp eller ned i vannet eller opp eller ned over vann.",2005,B63B; E02B2017/0091; F05B2240/93; B63B  35/003; F05B2240/95; F03D   1/00; Y02E  10/727; B63B   9/06; B63B  35/00; E02B2017/0043; F03D  13/10; B63B  27/08; E02B  17/00; E02B2017/0039; E02B2017/0052; E02B2017/0047; F03D  13/40
42109320,NO20050002261,Forankringsarrangement for flytende vindturbininstallasjoner.,"Oppankringsarrangement for en flytende vindturbininstallasjon, hvilken vindturbininstallasjon innbefatter et flytelegeme (7), et over flytelegemet anordnet tÂrn (8), en opp tÂrnet i forhold til vindretningen dreibart anordnet generator (9) med en vindpropell (10), samt et ankerlinearrangement (6) forbundet med ankere eller forankringer p havbunnen. De enkelte ankerlinene (l 1) er hver for seg, i en viss avstand fra flytelegemet (7), ved et festepunkt (5) p den enkelte ankerline, forbundet med doble liner (2, 3) som skrÂr utover og er festet til flytelegemet (7) i et deltaformet arrangement.",2005,B63B; F03D  13/22; F05B2240/93; B63B  21/50; B63B2035/446; Y02E  10/727; B63B2035/442; F03D  11/04; F03D  13/25
42112056,NO20050005118,FremgangsmÂte for demping av ustabile frie stivlegeme egensvingninger ved en flytende vindturbininstallasjon,"FremgangsmÂte ved vindturbininstallasjon for demping av tÂrnsvingninger, spesielt en flytende vindturbininstallasjon innbefattende et flytelegeme, et over flytelegemet anordnet tÂrn, en opp tÂrnet i forhold til vindretningen dreibart anordnet generator med en vindpropell, samt et ankerlinearrangement forbundet med ankere eller forankringer p havbunnen. TÂrnets egensvingninger, ?eig, dempes ved at det, utover reguleringen med regulatoren i konstant effekt- eller turtallsomrÂdet for vindturbinen, styres et tillegg, ?? til bladvinkelen for turbinbladene p basis av tÂrnhastighetene, ø ?Z, slik at egensvingningene motvirkes. Hensiktsmessig kan svingningene i ? som har frekvens ?eig dempes ved hjelp av en stabilisator med transferfunksjon Hstab(S) mellom tÂrnhastighetene, . ?Z, og bladvinkelen, ??, som er slik at sl¯yfetransferfunksjonen H? ?Z -dot., (j?eig) ø H stab(j?eig)=-b hvilket innebÊrer at: -b -j¯ H steb((j?eig)= -e K der 'b' er en variabel som er avhengig av turbinbladenes moment- og trustkarakteristikk.",2005,Y02E  10/725; F03D   7/0224; F03D; F05B2240/93; Y02E  10/727; B63B  39/00; F03D   7/02; F03D   9/255; F03D  13/25; F03D   7/024; F03D   7/0296; F03D   7/04; F05B2260/96; F03D   9/25; F03D   7/044; Y02E  10/723
42113902,NO20060000883,Offshore-vindmolle,"FremgangsmÂte og anordning ved anvendelse av en vindm¯lle offshore, innbefattende en vindturbin (2) forbundet via en aksling (ikke vist) til en generator (3) som er dreibart anordnet p et tÂrn (4), samt et underliggende fundament i form av et flytelegeme (6) hvorp tÂrnet (4) i sin tur er anordnet. Flytelegemet (6) er innrettet til  oppankres fritt til  bevege seg i vertikalplanet via en forankring i form av en forankringsline, hengsel eller stag (7) hvorved bevegelsen av vindturbinen (2), som f¯lge av b¯lgenes virkning p flytelegemet, vil virke som en dempningsmekanisme for bevegelsen og sÂledes trekke ut energi fra b¯lgene. Vindm¯llens resonansperiode justeres ved  justere plattformens tyngdepunkt og I eller strekket i forankringen (7) som vindm¯llen er festet til havbunnen med.",2006,B63B  21/502; Y02E  10/727; F03D   1/00; F03D   9/00; F03D  11/04; F03D  13/25; F05B2240/93; B63B  21/50; B63B2035/446; Y02E  10/38; E02B2017/0091; F03D; F05B2240/95
42117293,NO20060004791,FremgangsmÂte for reduksjon av aksielle kraftvariasjoner i et vindkraftverk.,"FremgangsmÂte som kontinuerlig reduserer variasjonene av rotorens aksialkraft og dermed reduserer utmatningslastene p rotorblader og tÂrn samtidig som den resulterende effekt inn p generatoren ikke blir vesentlig pÂvirket eller blir holdt innenfor akseptable grenser i forhold til begrensninger p drivverk, generator og elektrisk nett. FremgangsmÂte for  bruke rotorens aksialkraft til aktivt  motvirke et flytende vindkraftsverks bevegelser. Videre beskriver fremgangsmÂten hvordan rotasjonskrefter om tÂrnets (4) vertikalakse (12) kontrolleres og motvirkes ved syklisk variasjon av pitchvinkler og tilh¯rende krefter p de enkelte rotorblad. FremgangsmÂten beskriver ogs hvordan den aerodynamiske kraftvariasjonen p hvert enkelt blad som f¯lge av ulike vindhastigheter i ulik h¯yde (vertikalt vindskjÊr) og i horisontal retningen parallelt med rotor planet (horisontalt vindskjÊr) kan reduseres.",2006,F05B2270/1095; F05B2270/808; F03D   7/02; F05B2260/821; F05B2270/1016; F05B2270/321; F05B2270/404; Y02E  10/723; F03D; F03D   7/0292; F03D   7/024; F03D  11/00; F05B2240/93; F05B2270/331; F03D   7/0224; F03D   7/04; F05B2240/95; F03D   7/0204; F03D   7/0276; F03D   7/042; F05B2270/327
42121346,NO20070003838,Offshore vindturbin med innretning for isbeskyttelse,"Offshore vindturbin (14) omfattende et tÂrn (1) som stiger over sj¯nivÂet (12) og ett eller flere blader (4) som kan dreies av vinden. Offshore vindturbinen omfatter en pumpe (6) som er tilpasset for  pumpe sj¯vann (13) opp fra sj¯en. P leveringssiden kommuniserer pumpen (6) med dyser (8, 9), idet dysene er tilpasset for Ârette sj¯vann mot bladenes (4) overflate.",2007,F03D  80/40; F05B2240/123; Y02E  10/727; F03D   9/00; F05B2260/601; F03D  13/25; F03D  11/00; E02B2017/0091; Y02E  10/721; F03D   1/00; F03D   9/28; F03D  80/50; Y02P  80/158; F05B2240/95; Y02E  10/725
42122926,NO20070006042,Flytende vindturbininstallasjon og fremgangsmÂte for utforming derav,"FremgangsmÂte for avstemming av en flytende vindturbininstallasjon, hvilken vindturbininstallasjon innbefatter et flytelegeme (1), et over flytelegemet anordnet tÂrn (2), en opp tÂrnet i forhold til vindretningen dreibart anordnet generator (3) med en vindpropell (4), samt et ankerlinearrangement (5) forbundet med ankere eller forankringer p havbunnen. Statisk krengning Osmax, ved fiill vindlast p vindturbinen er s liten som mulig, men fortrinnsvis under 8 grader, og at alle egenperioder for installasjonen er utenfor b¯lgenes periodeomrÂde, idet egenperiodene i stamp, T05 (rull, T04) fortrinnsvis er mindre enn 80 % av T03 egenperioden i hiv. Dessuten at forholdet mellom T03 og T05 ikke er nÊr 0.5 eller 1.",2007,Y02E  10/727; B63B   1/048; B63B2035/446; E02B2017/0091; B63B  21/50; E02B  17/00; B63B; F05B2240/93; B63B2001/044; E02B2017/0095; F03D   1/00; F03D  13/25
42324906,PL19780206778,ASSEMBLY CONSISTING OF FLOW CONTROLLERS AND A DIRECTION CHANGING DISTRIBUTOR VALVE FOR HYDRAULIC MOTORS INTENDED IN PARTICULAR FOR DRIVING THE DECK GEAR ON A SHIPAPRAVLENIJA DVIZHENIJA GIDRODVIGATELJA-GLAVNYM OBRAZOM PALUBNOGO SUDOOBORUDOVANIJA,NULL,1978,F03D; B63J   3/04; B63H; F15B  13/02
42355847,PL19820238737,WIND POWER PLANT,NULL,1982,F03D   7/02; F03D  13/20; F03D  13/25; F03D  80/70; F05B2260/79; Y02E  10/723; Y10S 416/08; F03D   3/00; F05B2260/74; F03D   9/32; Y02A  20/141; B63H  13/00; F03D   7/0224; Y02E  10/727; Y02T  70/58; F03D   1/00; F03D   9/00; F03D   9/14; F03D   9/25; F03D   9/28; F03D  11/04; F05B2220/62; Y02E  60/17; F03D; F03D   9/008; F05B2240/93; Y02E  10/721
42368097,PL19850251573,WIND PROPELLER WITH A MAST BOSSING,NULL,1985,B63H   9/04; F03D
42368693,PL19850252193,WIND PROPELLER,NULL,1985,B63H   9/04; F03D
42370501,PL19850254082,BALANCED WIND PROPELLER,NULL,1985,F03D; B63H   9/04
42377588,PL19860262381,WIND PROPELLING,NULL,1986,F03D; B63H   9/04
42462236,PL20000354076,LANDING STAGE,NULL,2000,E02B  17/027; E02D  27/42; F03D   1/00; F05B2230/60; E02B2017/0073; F03D  13/10; F03D  13/40; Y02B  10/30; E01D  11/02; E02B2017/0091; F03D  11/04; F05B2240/95; B63B  22/02; E01D  15/14; Y02P  70/523; B63B  35/44; F05B2230/80; E02B  17/025; E02B2017/0069; E02D  27/425; F03D  11/00; F03D  13/22; B63B  35/50; E01D  15/24; F03D  13/25; Y02E  10/727
42475254,PL20020367490,METHOD FOR OPERATING A WIND PARK,NULL,2002,F03D   9/257; F05B2270/335; H02J   3/386; H02P   9/00; B63H   1/06; F03D   9/00; H02J   3/38; F05B2270/304; Y02E  10/723; Y02E  10/725; F05B2270/337; Y10T 307/724; F03D   7/0284; F03D   7/00; F03D   9/255; F05B2270/1033; Y02B  10/30; Y02E  10/763; F03D   7/02; F03D   7/0272; F03D   7/04; F03D   7/048
42476797,PL20040369085,"Wind wheel, particularly designed to power small recreational and sports boats",NULL,2004,Y02E  10/74; F03D   3/00; B63H  13/00; Y02T  70/58; B63H   9/00
42477922,PL20030370262,OFFSHORE WIND PARK,NULL,2003,F03D   9/11; Y02E  10/722; Y02E  10/727; F05B2240/95; H02K   7/18; F03D   1/02; F03D  11/00; F03D  80/55; B61B  12/02; F03D   9/00; F03D  80/00; F03D  13/20; F03D  13/25; Y02E  70/10; E02B  17/00; F03D   9/02; F03D   1/00; F03D   9/257; F03D  80/50; F05B2240/96; B61B   7/00; F03D  11/04
42479378,PL20030371771,WIND ENERGY TURBINE,NULL,2003,F03D   1/00; F03D  80/50; E02B2017/0091; F03D  11/00; F05B2240/95; F03D   1/02; F03D  13/20; F03D  13/25; F03D  11/04; F03D  80/70; Y02E  10/727; Y02P  70/523
42479763,PL20030372170,A BLADE FOR A WIND TURBINE AND A METHOD OF ASSEMBLING LAMINATED PROFILES FOR A BLADE,NULL,2003,F03D   1/06; F05B2230/60; Y02P  70/523; Y02E  10/721; B63H   1/26; F03D   1/0675; F03D   3/06; F05B2280/6003
42483558,PL20040376599,METHOD FOR THE ERECTION OF A WIND ENERGY PLANT AND WIND ENERGY PLANT,NULL,2004,F03D   1/00; F03D  13/22; F03D   9/00; F03D  13/20; F05B2250/231; F05B2260/64; H01F  27/025; F03D  13/10; H01F  27/085; Y02P  70/523; F03D   9/25; F03D  11/00; F05B2240/14; F05B2240/95; F03D  11/04; F03D  80/60; F03D  13/25; F03D  80/00; F05B2230/60; F05B2260/20; Y02E  10/727
42498050,PT19810074067,DISPOSITIF DE TRES HAUTE PORTANCE POUR LA PROPULSION EOLIENNE DES NAVIRES ET AUTRES APPLICATIONS,NULL,1981,B63H   9/04; B64C  21/025; B64C  21/06; B64C2230/22; F03D   3/007; Y02T  70/58; F03D   3/00; F03D   5/00; Y02T  50/166; B64C  21/02; B64C  21/08; B63H   9/02; B63H   9/00; F05B2240/201; Y02E  10/721; B64C2230/06; F15D   1/12; Y02E  10/74; B64C2230/04
42499715,PT19820075732,WIND-DRIVEN GENERATION PLANT,NULL,1982,F03D   9/14; F03D   7/02; F03D  13/20; F03D  13/25; B63H  13/00; F05B2260/74; Y10S 416/08; Y02E  10/723; Y02T  70/58; F03D; F03D   1/00; F03D   9/00; F03D   9/008; F03D   9/25; F03D   9/28; F03D  11/04; F03D  80/70; Y02E  10/727; Y02E  60/17; F03D   3/00; F05B2220/62; F03D   7/0224; F03D   9/32; F05B2260/79; Y02A  20/141; F05B2240/93; Y02E  10/721
42529782,PT20010965267T,PARQUE EOLICO,NULL,2001,F03D  80/50; Y02E  10/727; F03D  13/25; Y02P  70/523; B61B  12/02; F03D  80/00; F05B2240/95; Y02E  10/725; F03D   9/25; F03D   9/257; H02P   9/00; B61B   7/00; F05B2230/80; F05B2240/96
42531023,PT20020714132T,AJUSTE EM AZIMUTE DE UMA INSTALACAO DE ENERGIA EOLICA,NULL,2002,F03D   1/06; F05B2270/321; F03D   7/0204; Y02E  10/727; F03D   7/02; F03D  13/25; Y02E  10/723; F03D   7/0224; Y02E  10/725; F05B2270/326; F03D   7/04; F05B2240/93; F05B2270/20; Y02E  10/721
42531331,PT20020747777T,INSTALACAO PARA GERACAO DE ENERGIA A PARTIR DE CORRENTES AQUATICAS,NULL,2002,F03B  17/061; E02B2017/0091; F03B   1/02; F03B  17/06; H02K   7/18; H02K  16/00; Y02E  10/725; F03B  13/26; F03D   9/00; F05B2260/72; H02K   7/1823; H02K  16/005; Y02E  10/223; Y02E  10/28; F03B   1/00; F03B  13/10; F05B2210/16; Y02E  10/38; B63B2035/4466; F05B2240/40; F03B; F05B2240/97; B63B  35/44; F03B  11/00
42531435,PT20020762175T,GRUPO DE TURBINAS SUBAQUATICAS,NULL,2002,F03D   1/00; F05B2220/7066; F03B  13/264; H02K  16/00; F03B   3/04; F03B   3/128; F03B  17/061; F05B2220/7068; F03B  13/08; F03B  17/06; F05B2240/93; F05B2260/63; Y02E  10/28; F03B  13/26; F05B2240/133; H02K   7/18; F03B   3/12; F03B   3/18; F03B  13/00; F05B2210/404; Y02E  10/223; F03B  13/083; F05B2210/16; F05B2240/97; H02P   9/04; F03B  11/08; F03B  13/10
42532031,PT20030290708T,"INSTALACAO EOLICA DE PRODUCAO DE ELECTRICIDADE, NO MAR, BEM COMO PROCESSO DE CONSTRUCAO E DE MENTAGEM DE TAL INSTALACAO",NULL,2003,B63B  35/44; B63B2021/505; B63B2035/446; E02B2017/0091; F05B2240/95; F03D  13/10; F03D  13/40; B63B  21/50; F03D   1/00; F05B2240/93; B66C  23/185; F03D  11/04; F03D  13/25; Y02E  10/727; B63B  21/502; F03D  13/22
42532226,PT20030739475T,PARQUE EOLICO OFF-SHORE,NULL,2003,F03D  80/50; F05B2240/96; F03D   9/00; F03D  13/20; F03D  13/25; H02K   7/18; F03D   1/02; F03D  11/04; F03D  80/55; F05B2240/95; F03D   1/00; F03D   9/257; F03D  11/00; F03D   9/11; Y02E  70/10; F03D  80/00; Y02E  10/722; Y02E  10/727
42532233,PT20030740502T,ROTOR DE GERADOR EOLICO COM MULTIPLOS CANAIS DE VENTO SEPARADOS,NULL,2003,B63H   1/16; F03D   1/0608; F03D   1/06; Y02E  10/721; F05B2240/33
42546454,PT19970925177T,CONVERSOR DA ENERGIA DAS ONDAS,NULL,1997,F05B2240/95; Y02E  10/725; F03D   9/25; F03D   9/00; F03B  13/142; F03B  13/14; Y02E  10/32; Y02E  10/38
42547466,PT19970946826T,DISPOSITIVO PARA GERAR ENERGIA ELECTRICA UTILIZANDO A FORCA DO VENTO,NULL,1997,F05B2240/95; F03B  13/10; F03D   7/0236; F05B2210/18; B63B2035/4466; Y02E  10/723; F03D   1/00; F03D   7/02; F03D  11/04; F03D  13/25; Y02E  10/727
42550899,PT19980942970T,"INSTALACAO 4-EM-1 PROPRIA PARA PRODUZIR ELECTRICIDADE A PARTIR DA ENERGIA DA CHUVA, DO VENTO, DAS ONDAS, E DA ENERGIA SOLAR",NULL,1998,F03D  13/25; F03D   9/25; F03D   9/00; Y02E  10/727; F03B  13/00; F03B  13/12; Y02E  10/725
42555696,PT19990967880T,DISPOSITIVO DESTINADO A EVITAR A ENTRADA DE PARTICULAS DE SAL COM UM EFEITO CORROSIVO EM INSTALACOES DE PRODUCAO DE ENERGIA EOLICA LOCALIZADAS AO LARGO DA COSTA,NULL,1999,F03D  80/00; B01D  46/00; B01D  45/06; B01D  45/12; F03D  13/25; Y02E  10/727; B01D  45/04; B01D  45/16; Y10S 415/908; E02B2017/0091; F05B2240/95
42640701,RU19930055615,DEVICE FOR CONVERSION OF KINETIC ENERGY OF MOBILE MEDIA INTO MECHANICAL ENERGY AND INVERSE TRANSFORMATION,NULL,1993,F03D   5/06; Y02T  70/58; B63H   9/02; Y02E  10/70
42641001,RU19930056505,SHIPBOARD POWER PLANT,NULL,1993,F03D   9/32; F03D  13/20; Y02E  10/727; F03D  11/04; Y02E  10/725; F05B2240/931; B63H  23/34; F03D   9/25
42660067,RU19950105609,UNIVERSAL WIND-DYNAMIC POWER DRIVE,"FIELD: power generation by wind- electric power plants. SUBSTANCE: windwheel using Savonius S-rotor scheme has two concentrically arranged lattice cylinders 1,2 one placed inside other with lattice blades 3 of semi-cylindrical shape placed inbetween. At least three blades 3 are installed. Speed governor has tubular-section stringer rods 12 radially mounted between cylinders 1,2 and accommodating pistons 14 loosely installed in floating state. EFFECT: simplified design and improved reliability of drive due to positioning standard parts within single spatial structure. 7 cl, 4 dwgm",1995,Y02E  10/74; F03D   3/00; F03D   7/06
42669159,RU19950120201,DEVICE FOR WATER CIRCULATION,"FIELD: applicable for water circulation in ponds. SUBSTANCE: the device comprises a floating frame located on water surface, a wind rotor installed on it and over it and rotating on a shaft, a gearing coupled to the shaft, a housing outgoing downwards from the frame, an impeller coupled to the wind rotor shaft through the gearing and designed to feed water along the housing. The wind rotor is furnished with blades having the shape of segments of a sphere. The frame external edges are inclined downwards and aside. EFFECT: enhanced durability and reliability at saturation of water with oxygen. 5 cl, 5 dwg",1994,F05B2260/64; Y02E  10/72; Y02W  10/15; B01F   3/04609; C02F   3/16; C02F   7/00; F03D   9/00; F03D   9/20; Y02P  70/32; B01F  15/00; B01F   3/04; B01F  15/00571; Y02P  80/158
42671585,RU19960101366,WINDMILL ELECTRIC GENERATING PLANT,"FIELD: wind-power engineering. SUBSTANCE: windmill electric generating plant has support, rotary blades, control device and generator. Vertical shaft is put on support. Axles of turn of blades are positioned on cantilevers anchored on vertical shaft and are displaced towards front edges of blades. Control device is fabricated in the form of limiters of turn interacting with blades and hinged in brackets made fast to cantilevers. One of limiters of turn is mounted for centrifugal deviation, second limiter is spring-loaded. Generator is kinematically coupled to shaft. EFFECT: enhanced operational reliability and efficiency of plant. 4 dwg ¯¯¯1",1996,F03D   7/06; Y02E  10/74; Y02P  70/523; F03D   3/00
42680898,RU19960115690,WINDMILL-AND-PUMPED-STORAGE,"FIELD: wind-power and hydroelectric power engineering; electrification of small settlements, enterprises, and farms, high-capacity water- lifting units for water supply and irrigation. SUBSTANCE: station has low-head hydroelectric power plant communicating with upstream storage reservoir, water-lifting unit communicating with upstream and downstream storage reservoirs and with tank whose top part mounts windmill joined with elevators through reduction gear, and tank communicating with high-head underground hydroelectric power plant. Water-lifting unit is made in the form of tower with damper-type tank in its surface part and wells in underground part with elevators connected to windmill through double-reduction gear with gearshift provision; elevators are built up of ball floats and pistons functioning as water lifting units and sliding in vertical barrels provided with clack valve for intermediate water relief. Low-head and underground high-head plants as well as damper-type tank are integrated into single unit incorporating windmill operating according to double-stage scheme. EFFECT: improved efficiency of station, enlarged range of working speeds of wind. 2 cl, 6 dwgo",1996,F03D   9/02; Y02E  10/72; Y02P  80/158
42689906,RU19970104796,MARINE WIND-DRIVEN ELECTRIC PLANT,"FIELD: shipbuilding; marine wind-driven electric plants. SUBSTANCE: marine wind-driven electric plant includes exhaust tower with horizontal discharging cap, air intake in lower portion of tower and wind motor inside it. Air intake is made in form of false walls with structural openings secured to shipboard surfaces at clearance through spacers forming cavities communicated with exhaust tower. False walls are provided with seals over top and around structural openings. Front and side false walls are provided with flap valves slightly opening inside on flexible hinges over lower edge. Radial-axial wind motor is mounted coaxially in upper portion of exhaust water which is mounted vertically for turn of its upper portion. It has port opposite exhaust of cap which opens blades of wind motor to wind. EFFECT: possibility of use of all air flows blowing the ship; reduced negative effect on ship's seaworthiness. 3 dwg",1997,F03D   3/04; B63H   9/00; Y02E  10/74
42707844,RU19980108903,???????? ?????????????????? ?????????,NULL,1998,B63B  35/44; F03D   9/00; Y02E  10/723; F03D   7/00
42713238,RU19980116814,DEVICE USING WIND FORCE FOR ELECTRIC POWER SIGNAL GENERATION,"wind-power engineering. SUBSTANCE: device has fixed mount, slewing shaft installed for turning in fixed mount, propeller body mounted for turning on upper end of slewing shaft, propeller shaft horizontally mounted for rotating in propeller body, propeller blade mounted for forward and reverse rotation on propeller shaft, propeller assembly incorporating propeller unit with flexible locking facilities that function to maintain propeller assembly in perpendicular position when wind velocity is below preset level and to allow for its deflection backward through preset angle when wind velocity is above preset level; it also has power signal generator connected to opposite end of propeller shaft for its control. EFFECT: improved effectiveness of power signal generation process due to varying wind energy being taken. 9 cl, 11 dwg",1997,B63B2035/4466; F03B  13/10; F05B2240/95; F03D   1/00; F03D   7/02; F03D   7/0236; F05B2210/18; F03D  11/04; F03D  13/25; Y02E  10/723; Y02E  10/727
42713950,RU19980117852,SHAFT PHASE ADJUSTING MECHANICAL,"mechanical engineering. SUBSTANCE: first gears are connected to out shafts whose phase is to be adjusted. Transfer mechanism is used to provided rotation or operation irrespective of input. This mechanism is connected to first gears to provide possibility of transmission of rotation between first gear wheels and phase adjusting device making first gears move forward or backward relative to each other to change phases between outputs. EFFECT: provision of reliable adjustment of phases when shafts rotate or are under load. 8 cl, 4 dwg",1996,B64C  11/32; F03D   7/0224; F03D   7/04; F16H  37/06; B63H   5/10; B64C  27/54; F03D   7/02; F03D  11/02; F03D  15/10; B64D  31/12; Y02E  10/723; B23B  31/36; F01L   1/352; F05B2260/40311; Y10T  74/1956; Y02E  10/722; Y10T  74/19084; F05B2260/4031; F16H  35/18; B23B  31/28; F03D  15/00; F16D   3/10; F16H  35/00; F16H  35/008; Y10T  74/19093
42725831,RU19990111472,AERO- OR HYDRODYNAMIC VARIABLE-CURVATURE SURFACE,"aviation; water transport; wind-power plants. SUBSTANCE: variable-curvature surface includes deflectable part with drive and lifting part. Deflectable part is located along lifting part and is fastened with it by means of flexible section of skin and at least two hinge units made in form of four-link articulations spaced over span of surface. Each articulation includes member of deflectable part of surface and member of lifting part of surface articulated by intermediate members. Axles of intermediate members connecting the centers of respective articulations of four-link unit in its deflectable and lifting parts are located at acute angle relative to each other; vertex of this angle is located on flexible section of skin over entire range of operational shifts of deflectable part of surface. Relationship of linear sizes of four-link members and location of their articulations are determined on the condition of constant length of bend of skin section within range of operational angles of turn of deflectable part of surface in each cross-section between hinge-units from point of termination of skin flexible section in lifting part of surface as far as termination of this section in deflectable part of surface. EFFECT: enhanced efficiency of wing aerodynamics; possibility of ensuring variable curvature over wing span reduced mass; possibility of using this drive at insignificant height of wing profile. 5 cl, 8 dwg",1999,B63B   1/28; Y02E  10/72; F03D   1/00; B64C   3/48
42755217,RU20000129329,SEA-BASED WINDMILL-ELECTRIC GENERATING PLANT,wind-power engineering; wind-to-electrical energy conversion under open sea conditions. SUBSTANCE: plant has anchored watercraft with windwheel mounted on its deck and with inclined generator drive shaft; novelty is that counterweight is hinged on gumball in deck opening in center of anchored watercraft; mentioned counterpoise is fixed to vertical shaft of windwheel in the form of Darier rotor kinematically coupled via gear transmission with convertible DC machine supplied with power from off-line source such as on-board wave-electric power plant when running as motor. EFFECT: enhanced power capacity of plant. 1 dwg,2000,Y02E  10/72; F03D   9/00
42768718,RU20010115817,WIND OPERATED POWER PLANT,"FIELD: wind power technology, possibly electric energy supply to different users. SUBSTANCE: wind operated power plant including tower with shaft inside it and electric power generator with rotor poles and stator poles includes in addition rims engaging with rollers of tower. The last has in its lower part float placed in water basin and it has in upper part jointly mounted booms with louver on their ends. On said louver from upstairs flags with rotation limiters are mounted on vertical axles. Said shaft is hollow one and it rotates together with rotor poles at fixed revolution number and it functions as rotor of generator of wind-operated power plant. Tower together with stator poles functions as stator of generator of wind-operated power plant. EFFECT: possibility of producing unlimited quantity of low-cost electric energy. 3 dwg",2001,F03D   9/00; Y02E  10/72
42772039,RU20010120490,METHOD OF OPERATION OF POWER-GENERATING SEMI- SUBMERSIBLE PLATFORM,"FIELD: rocketry. SUBSTANCE: method is designed for building floating platforms used, particularly, for launching of missiles. Proposed method comes to generation of electric energy by generator of swirl hydraulic motor at existence of currents under platform and by generators of swirl wind motors at simultaneous turning of windmills around vertical axle of platform for action of wind onto turboblades-sails of movable equipment and periodical consumption of power coupled with use of screw cut of bottom and contact of anchors of widened submerged part of platform with water reservoir ground. Missile is launched from central silo. Before launching, platform is set into rotation by propellers of widened submerged part of platform around said vertical axle to weaken swell by centrifugal forces of water jets getting off screw cut. Similar short-time rotation of platform is effected when group of anchors come in contact with ground. EFFECT: increased generation of power which can be used for stabilization of platform and provision of reliable launching of missile. 2 dwg",2001,F03B  13/10; F03D   3/04; Y02E  10/22; B63B  35/44; Y02E  10/727; Y02E  10/74
42793986,RU20020113470,MULTI-UNIT FLOATING COASTAL WIND-OPERATED TRUSS,"FIELD: electric power engineering; windmill power generating plants. ^ SUBSTANCE: proposed floating coastal wind-operated truss is made in form of multi-link floating semi-submersible detachable structure forming one extended chain. One link consists of truss-pontoon (1) formed by two polygonal figures-pontoons (2,2') and tetragonal figure-pontoon (5-6-5'-6'). In vertices of figures (2,2'), in separate points of longer sides of figure (5-6-5'-6') and in their centers there are angular (3,3'), linear (7) and central (8,8') displacement-type truncated pyramids-floats with their vertices downward. They are connected with one another by means of hollow radial (10), bracing and inter-brace stiffening members. Mounted on angular (3,3') and linear (7) pyramids-floats on bearing shoes (20) of wind-operated turbine (21) are rotating electrical generators. Above-water platform with superstructure is supported by stiffening members and pyramid-float of figure (5-6-5'-6') by means of cylindrical supports. Arranged in pyramids-floats (8,8') and in their hermetic recesses and in superstructure is technological equipment connected with shore power system by means of underwater cable. Submergence of truss-pontoon (1) is performed by admitting sea water into ballast cavities of pyramids-floats (3,3', 7, 8, 8') through their kingston valves by gravity. For surfacing of truss-pontoon (1), use is made of ballast drainage system which consists of drainage pumps of pyramids-floats (8,8'), drainage ejectors of pyramid-floats (3,3' and 7) of discharge kingston valves and connecting pipe lines with fittings. For positioning the wind-operated truss and weighing the anchor, use is made of windlasses with anchor sprockets mounted on deck of each linear (7) and angular (3,3') pyramid-float in hermetic recess. Hermetic cavities of all pyramids-floats (3,3',7,8,8') are brought into communication through hollow stiffening members and internal hatches, access holes and apertures. ^ EFFECT: increased total power of plant; improved operating characteristics and maintainability. ^ 3 cl, 12 dwg",2002,F03D   7/00; F03D   9/00; Y02E  10/723; B63B  35/44; Y02P  80/158
42798494,RU20020118623,ELECTROMOTIVE FORCE SOURCE,"FIELD: power engineering; small power stations with open turbine hall. ^ SUBSTANCE: proposed emf source has open turbine hall; foundation; electrical machine provided with rotor, stator, and current-collection unit and connected to drive; self-contained starting motors connected to power supplies; as well as control unit and output module. Novelty is that open turbine hall floor of emf source is provided with circular race, surface part of foundation is equipped with anchor straps, slabs, locking brackets and rollers, aligning brackets and rollers; rotor is installed in journal bearing on annular support of foundation rotor; shaft of the latter has axial hole with service lines; source has supporting and aligning slab incorporated in frame built of hold-down beams, thrust columns, frame and foundation; it also has capital, rotor and stator drive mechanism, pods, aerodynamic compensator, distribution board, jet thrust matching device, thrust electric circuit switch, and auxiliary equipment power supply unit. ^ EFFECT: simplified design, facilitated maintenance of unit incorporating emf source; enhanced efficiency. ^ 1 cl, 16 dwg",2002,F03D   9/00; F03B  13/00; Y02E  10/72
42849816,RU20040103865,"POWER STATION, GENERATOR AND PROPELLER MEMBER FOR PRODUCING ENERGY USING WATER FLOW","FIELD: hydraulic power engineering. ^ SUBSTANCE: proposed power station contains bearing structure installed on art least one pair of floating members projecting from side of structure, floating members being arranged at opposite sides of bearing support structure, and great number of carrying brackets for mounting power generating units. The latter pass crosswise from each side of bearing structure practically square to longitudinal of bearing structure. Each carrying bracket is installed by one end for rotation of bearing structure, and power generator is mounted on its second end. ^ EFFECT: production of electric energy, possibility of use as electric motor to obtain mechanical energy of rotation. ^ 14 cl, 12 dwg",2002,F03B  11/00; F03B  13/10; F05B2210/16; Y02E  10/725; F03B   1/00; H02K  16/005; Y02E  10/28; B63B2035/4466; F05B2240/40; H02K   7/1823; Y02E  10/223; Y02E  10/38; E02B2017/0091; F03B  13/26; F03B  17/061; F03D   9/00; F05B2260/72; H02K   7/18; B63B  35/44; F03B; F05B2240/97; F03B   1/02; F03B  17/06; H02K  16/00
42890619,RU20050109366U,?????????? ??? ???????? ??? ????????????? ?????? ????? (????????),NULL,2005,B63H   1/00; F04D  25/00; F03D   9/00; Y02E  10/72; B64C  27/00
42930746,RU20060109976,SHPADI PROPELLER (VERSIONS) AND DEVELOPMENT OF ITS BLADES,"FIELD: transportation, engines and pumps. ^ SUBSTANCE: propeller has the blades everyone of which incorporates an initial section of direct acinaciform and the final section of reverse acinaciform. In compliance with first version, the propeller incorporates three and more double-fastening blades the ends of which are linked by means of a ring packing. The second version proposes the propeller with two blades forming a Mobius surface. The blade swept area features an oval rotation shape elongated along the propeller axis. The blades can be made by bending a flat sheet material into coils. The two-blade propeller has its the blades made integral. The surface sections of every propeller located on the propeller rotation axis are developed relative to each other by 90 degrees. The blades are either interconnected directly, or by means of a ring packing, or on the drive shaft extension. The development of the propeller blades represents a flat integral unit made up of spiral-shape elements. ^ EFFECT: set of inventions simplifies manufacturing the propeller. ^ 22 cl, 12 dwg",2006,Y02P  70/523; F03D   1/06; F03D   3/061; F05B2250/25; Y02E  10/74; F03D   1/0633; Y02E  10/721; B64C  11/00; F05B2240/30; B63H   1/26; B63H   1/265; B63H   1/34; B64C  11/20; B64B   1/30
42935297,RU20060114920,WATER-WIND ENGINE,"FIELD: engines and pumps. ^ SUBSTANCE: invention is related to engines that use wind and water flow forces. Water-wind engine comprises two or three vanes, which are evenly arranged around shaft in single row and each arranged in the form of two parallel pipes creating frame, fixed with their ends on shaft. Between frames rods are fixed with suspended plates. Limiters are installed on pipes opposite to every rod and between rods. Engine components are made of steel and plastics. Pair of plates is suspended on every rod. Limiters are installed between rods at equal distance. Engine is equipped with massive site - area of engine fixation, in which shaft is installed vertically. Site may be fixed to ground, platform, transport, floating crafts. Plates at 1/3 width along their whole length have bending of 2, creating common angle of 4 provided free travel plates are folded in every pair of plates, which assists in their opening during working stroke. ^ EFFECT: engine is equipped with additional rows of vanes installed on shaft with displacement of vanes in different rows for increase of power and higher compactness of elements. ^ 6 cl, 8 dwg",2006,F03D   3/00; Y02E  10/28; F03D   5/00; F03B  17/06; Y02E  10/74; Y02E  10/70
42939312,RU20060119248,SWINGING MAST,"FIELD: mechanics. ^ SUBSTANCE: swinging mast consists of a mast swinging on lengthwise bare pin and movable ballast. The latter represents a gyro coupled with the mast on the side opposite aforesaid bare pin. Said gyro represents a hollow vessel revolving around the axis intersecting, at right angle, the mast lengthwise axis. Hollow rotor is arranged inside aforesaid vessel to revolve around axis intersecting, at right angle, the vessel rotational axis. ^ EFFECT: simplified procedure of mast setting and removing, as well as mast control. ^ 1 dwg",2006,B63B  15/00; G01C  19/02; F03D  11/04; B63B  15/02
42961703,RU20060145746,METHOD OF MOVING LARGE-SIZE OBJECT ON FLOATER,"FIELD: transportation. ^ SUBSTANCE: method of moving the large-size object, primarily a floating vertical rotation axle windmill power generator on a floater uses the wind power. The floater, below water surface, accommodates, at least, three rotary blades with their vertical rotation axles located at equal distance from the floater center. The floater is jointed with a wind turbine fitted aligned with the floater set to rotation by interaction of wind turbine blades with wind flow. The floater turning, the underwater blades are turned in water about their vertical axes so that the perpendiculars to underwater blades surfaces converge at the floater instant center of turning, the said center being shifted from the floater center along the perpendicular towards the direction of required motion. The distance between the floater instant center of turning and the floater center is measured. The floater is linked to the wind turbine by means of power converter, the said converter moment of load is varied. ^ EFFECT: large-size object wind-actuated controlled motion. ^ 3 cl, 1 dwg",2006,B63H  13/00; F03D   9/00; Y02E  10/72; Y02T  70/58
43116471,SE20020000064,Vertikalaxlat vindkraftaggregat och anv‰ndning av detsamma,NULL,2002,F03D   3/005; F05B2240/95; Y10S 174/20; F03D   3/00; F05B2240/96; F05B2240/214; Y02E  10/74
43117788,SE20020000613,Wave power electricity generator has stator with winding connected to rectifier and movement transmitter converting vertical movement of floating body into rotor turns,"Generator has a mechanical adjustable length movement transmitter converting vertical movements of the floating body to rotary movements of the generator rotor (10). The generator is enclosed in a housing (6) anchored to the sea bed and the rotor is outside the stator and connected to a turning body coupled to the movement transmission means. Spring (15) exerts a torsional force on the rotor and base plate (8) rests on the seabed. The stator winding is connected via an inverter to a rectifier inside the housing, a freewheel converts oscillating rotary movement to unidirectional rotary movement. There is an INDEPENDENT CLAIM for a method of generating electric power by mechanically connecting a floating body to a rotating electric generator.",2002,F03B; F03B  17/06; Y02E  10/727; F03B  13/12; F03B  13/264; F03D   9/257; H02B   7/00; Y02E  10/38; F03D   9/008; F03D   9/25; F03B  13/14; F03D  13/20; F03D  13/25
43523729,WO1987SE00036,DEVICE AT MEMBERS FORMING PART OF A TURBO MACHINERY AND A METHOD OF PRODUCING SUCH MEMBERS,"A propeller produced from reinforced plastic material having a plurality of reinforcement sections (4, 6), arranged so that the direction of the reinforcement, and/or the structure, and/or the material in a section (4) differs from the corresponding reinforcement in another section (5, 6), but that the reinforcement material in one section extends mainly in the same direction, the propeller furthermore being so designed, that the deformations caused by loads and stresses optimate its pitch at increasing load.",1987,B64C  11/26; F01D   5/28; F03B   3/12; B29C  70/06; B63H   1/26; F03D  11/00; F04D  29/38; Y02E  10/721; F01D   5/282; Y02T  50/672; F04D  29/18
43621325,WO1999SE01617,MOORING DEVICE,"The present invention relates to a mooring arrangement, which allows safe and economical mooring, primarily of smaller vessels to ground-anchored or floating structures at sea, such as sea based wind-power stations, lighthouses and constructions for extracting and loading oil. It may also be used for mooring two vessels against each other, for example a pilot boat to a larger vessel. THe invention solves the problem by means of a mooring arrangement, comprising a connecting means (4), a manoeuvring member (5) arranged at one end of the connecting means, a locking device (6) arranged at the other end of the connecting means and a control means (8).",1999,B63B  21/00; B63B2021/001; E01D  15/24; B63B2017/0072; B63B  27/14; B63B  27/30
43638606,SG20885,WIND DRIVE FOR A SHIP,NULL,1985,B63H   9/06; F03D   3/00; B63H   9/061; F03D   3/007; B63H   9/02; Y02E  10/74; F05B2240/201; Y02T  70/58
44331688,SU19823450271,WIND MOTOR FOR WATER AND LAND VEHICLES AS WELL AS FOR STATIONARY MATERIAL-WORKING MACHINERY AND ELECTRIC GENERATORS,NULL,1982,Y02E  10/72; F05B2240/93; Y02T  70/58; F03D   1/00; B63H  13/00; F03D   9/00; F03D   1/0633
44357614,SU19823527183,INSTALLATION FOR USING WIND ENERGY,NULL,1982,F03D   1/02; F03D  13/25; F03D   3/04; F03D   9/008; Y02E  10/74; Y02E  70/10; F03D   3/02; Y02E  10/727; F03D   9/25; F03D   9/28; F05B2210/18; F05B2220/61; Y02P  80/158; F03B  13/12; F03D   9/00; F03D  13/40; Y02E  10/72
44365941,SU19833550821,SHIP WIND PROPELLER,NULL,1983,F03D   5/00; Y02T  70/58; B63H   9/02; Y02E  10/70
44387336,SU19833609883,WIND POWER PLANT,NULL,1983,F03D   7/0224; F03D   9/32; F05B2260/79; Y02A  20/141; Y02E  10/721; Y02T  70/58; F03D; F03D   1/00; F03D   9/00; F03D   9/008; F03D   9/28; F03D  11/04; F03D  80/70; Y02E  10/727; Y02E  60/17; F05B2220/62; F03D   3/00; F03D   7/02; F03D   9/25; F03D  13/20; F03D  13/25; F05B2240/93; F03D   9/14; Y02E  10/723; B63H  13/00; F05B2260/74; Y10S 416/08
44408593,SU19833667189,WINDMILL ROTOR,NULL,1983,F03D   3/00; F05B2240/9151; F05B2240/915; Y02T  70/58; B63H   9/02
44502931,SU19853912032,FLOATING WIND POWER PLANT,NULL,1985,Y02E  10/72; F03D   9/00; Y02P  70/523
44650453,SU19874303998,DEVICE FOR MOVING AN OBJECT IN A FLOW,NULL,1987,Y02T  70/58; B63H   9/02; Y02E  10/74; F03D   3/00
44691227,SU19884404653,WIND-DRIVEN PLANT,NULL,1988,F03D   1/06; Y02E  10/721; B63H   9/06; B64C   3/46; B62B  15/00; F03D   1/0608
44808254,SU19894761277,ROTARY DRAW GEAR,NULL,1989,F03D   3/00; Y02T  70/58; B63H   9/02; Y02E  10/74
44845306,SU19904831313,ROTARY FREE-DISPLACEMENT MACHINE,NULL,1990,B64C  11/00; F05B2240/243; F03B   3/12; F04D   3/00; Y02E  10/223; B63H   1/14; F01D   1/00; F04D  29/44; F04D  29/183; F04D   1/00; F05B2250/232; Y02E  10/721; B63H   5/14; F03D   1/06; F03D   1/0608; F05B2250/25; B64C  11/005; F04D   1/04; F04D  29/18
45021650,TW199887120884,An improved vane system,"An improved vane system comprising of two or more vanes being part of a spherical section related to a hub characterised in that; an operative concave surface of the said vane being a part of the spherical section; an operative convex surface of the said vane being part of a spherical section, and the said vane having an operative anterior lateral border with an operative posterior lateral border having a free superior tip and an inferior edge related to the said hub by which the vane is angularly displaced around an axis being parallel to the velocity and the drift of the fluid.",1998,F01D   5/141; F03D   1/0608; F04D  29/242; F04D  29/32; Y02E  10/20; F03B   1/00; F03D   3/06; F04D  29/30; F05B2250/241; Y02E  10/223; F03B  17/00; F03D   3/061; F01D   5/14; Y02E  10/74; B63H   1/26; F04D  29/24; F04D  29/324; F04D  29/38; Y02T  50/673; F03B   1/02; F03D   1/06; F04D  29/384; Y02E  10/721
45269132,TW200594111955,A high wattage wind generator with a vertical axis,The invention is about a high wattage wind generator with vertical axis. The design can solve the issues that are caused by the cantilever beam in the high wattage wind generator with a horizontal axis and the existing technological deficiency in the high wattage wind generator with a vertical axis. This invention is an assembled structure containing multiple layers. Fan blades and the central supporting pillar are assembled as an integrated central pillar through a fan blade-supporting disk and compound fan blades that connect the angular fan driven mechanism. The bottom of the central pillar that is installed on the base through the primary bearing is connected to the generator through transmission mechanism. The top of the central pillar is anchored through a steel cable fixture. A wind indicator is placed on top of the steel cable fixture. The transmitter sensor in the wind indicator is connected to the angular fan driven mechanism through the control system. The control system regulates the angle of fan blades to maximize the absorption of the wind energy. Both the coupler and primary bearing have a structure similar to the compound magnetic suspension thrust bearing. This invention will reduce the energy loss from friction and will improve the efficiency of the system.,2005,F03D   7/06
45286612,TW200594207253U,Offshore on-sea wind power generator,NULL,2005,Y02E  10/74; F03D   3/00
45331000,TW200796205740U,Structure of hooded type marine floating wind power generator,NULL,2007,F03D   9/00; Y02E  10/72
45337148,UA19990010292,METHOD AND DEVICE FOR FORMATION OF HYDRODYNAMIC LIFT OR PROPULSIVE FORCE,"In a method of formation in the fluid medium of hydrodynamic lift or propulsive force by interaction of fluid medium with rotary rotor, according to invention, the rotor is formed from fluid medium in the form of closed vortex tube due to the influence on the medium of centrifugal field with the help of, at least, one source, ensuring, besides rotary displacement, progressive displacement of medium in the direction of its rotational axis, moreover the rotary motion of medium is formed between the source and the closing element. In a device for formation in fluid medium of rotary type hydrodynamic lift or propulsive force, containing framework, according to invention, on the framework is fixed the source of centrifugal field, and in the area of forming the centrifugal field is fixed a closing element relative to the framework.",1999,B64C  27/46; Y02E  10/74; B63H   9/02; F03D   3/00; Y02T  70/58; B63H  25/40
45342144,UA20020129748,Complex for production of hydrogen and fuel elements,"The invention relates to resource-saving technologies. A complex for production of hydrogen and fuel elements contains an electrolytic cell for production of hydrogen, which is connected to the equipment for production of fuel elements. The electrolytic cell and equipment are installed on the floating platform, on which is also installed, at least, one wave and one wind power stations. Wave power station contains, at least, one heavy float, which with the help of hydraulic transmission is connected with adjustable hydraulic motor, output shaft of which is connected with the first electric generator. Wind power station contains the second electric generator. The first and second electric generators are the sources of power for electrolytic cell and equipment for production of fuel elements. The invention allows to obtain hydrogen from the sea water in any area of sea or ocean using wave and wind energy.",2002,B63B  35/44; F03D   9/00; Y02E  10/72
45353014,UA20050004574,ANTI-ICING SYSTEM FOR WIND UNIT,"An anti-icing system for a Wind Energy Converting System (WECS in the following) for producing electric power, comprising the said de-icing and anti-icing arrangement and a method for preventing and eliminating the ice accretion on the blades of the rotor of an WECS are the subject matter of the present invention. Such an WECS (1; 1'; 1''; 1''') is of the type comprising: a tower (4; 4') apt to support and anchor the said WECS (1; 1'; 1''; 1''') to the ground or a basement, a nacelle (3), located on said tower (4; 4'), to which there are associated first means (9, IN, 10; TR) for transforming the rotating movement of a rotor in order to generate electric power to be introduced into an electric [electric grid] and for the management and the operation of possible electric of said WECS (1), a rotor (2), associated to said nacelle (3) in the manner that it can be rotate with respect to said nacelle (3), said rotor (2) comprising a number of blades (5) and susceptible of rotating because of the wind (V) which hits said blades (5), wherein said WECS (1; 1'; 1''; 1''') internally comprises second means (2E, 19, 21) for the 15 flow of a fluid (F; F'; F''; F''') inside volumes (14, 15) defined in the interior of said blades (5) of said rotor (2). The present invention is characterized in that the blades (5) of the rotor comprise, on at least a part of an external surface (5S), openings (12) which are in connection with the fluid of said volumes (14, 15) inside said blades (5) and are apt to realize an ejection of at least a part of said fluid (F; F; F'; F'') outside said blades (5), in order to fluid-thermodynamically interact with said wind (V) hitting at least said part of the surface (5S) concerned by said openings (12), and/or with water and ice possibly present on said external surface (5S) of said blade (5).",2003,F05B2260/202; Y02E  10/72; F03D  11/00; F03D  80/40; Y02T  50/675
45400939,USD11630,NULL,NULL,9999,F03D   7/0236; B63H   1/24; F03D  80/00; F04D  25/088; Y02E  10/72
45407403,USD15193,NULL,NULL,9999,F03D   7/0224; F03D  80/00; B63H   3/04; Y02E  10/72
45454586,USD35451,NULL,NULL,9999,F04D  33/00; B63H  16/12; B63H   1/36; Y02E  10/70
45455910,USD36217,NULL,NULL,9999,B64D  35/00; F16D2127/002; B63H  21/28; F03D   1/00; Y02E  10/72; F16D  65/14
45459221,US19870003812,Freely-floating wind power plant,"This invention concerns a wind power plant and/or wind motor-driven craft, consisting of a frame floating on a water surface and upon which has been mounted a tower with a wind-driven generator, and characterized in that the frame consists of a body which is round in the horizontal plane and stable on the water surface.",1987,F02B  61/04; F03D   9/32; F05B2240/93; F02B  61/045; F03D   9/00; F03D  13/25; F05B2240/95; B63B   1/041; E02B2017/0091; B63B   1/04; Y02E  10/727
45513329,US20040006963,"Apparatus, systems and methods for erecting an offshore wind turbine assembly",An embodiment of an apparatus useful for up-righting a wind turbine pillar at an offshore installation location includes a barge having first and second towers and an open area therebetween and which extends downwardly to the offshore installation location. At least two pulling lines extend from the towers to the pillar and are useful to assist in moving the pillar into a generally up-right orientation between the towers and lowering the pillar downwardly through the open area to the offshore installation location.,2004,E02B2017/0091; F05B2240/95; B66C  23/52; E02B  17/00; E02B2017/0047; F03D  13/10; F03D  13/40; Y02E  10/727
45540310,US20040008534,Wind power system,"A system for capturing and converting and/or storing wind energy includes a vessel adapted to receive at least one wind machine for capturing wind and a device for converting wind energy to storable energy. A method of adapting a vessel, such as a surplus cargo ship or an oil tanker, for use as a offshore power generating system comprises equipping a vessel with devices for capturing a renewable energy source, positioning the vessel at sea to capture the renewable energy source, converting the renewable energy to a storable energy source, and storing the converted energy, and repositioning the vessel to capture further renewable energy or transport the stored, converted energy.",2004,B63B  35/44; F05B2240/931; F05B2240/95; F03D  13/25; H02S  10/10; F03D   9/02; H01M   8/0656; Y02E  70/10; B63H  25/42; C25B   1/10; Y02E  10/725; Y02E  60/366; Y02P  20/133; B63B  17/00; F03D   9/25; F03D   9/00; F03D   9/19; F03D   9/32; F03D  11/04; H02P   9/04; Y02E  10/727; Y02P  20/134
45552842,USD92697,NULL,NULL,9999,Y02E  10/72; B63H   3/04; F03D   1/00
45556071,US20020009463,Damping of oscillations in wind turbines,"Damping of oscillations of the first bending mode of a wind turbine is performed means of one or more containers partly filled with a liquid for damping oscillations of the first natural bending frequency of the wind turbine. The damping means comprises a plurality of box shaped containers having a square cross section and being partly filled with liquid so as to provide a unidirectional damping with a logarithmic decrement of oscillations of the first natural bending frequency of the wind turbine of at least 4-8%. For off-shore wind turbines, the combined excitation of the wind and sea waves requires more damping, the damping is preferably equivalent to a logarithmic decrement of 10-15%. Furthermore, the invention relates to damping of oscillation of the second bending mode of a wind turbine and to the combined damping of oscillations of the first as well as the second bending mode of the wind turbine.",2002,F05B2200/23; F03D  13/20; F03D   7/04; Y02E  10/726; F03D   7/02; F03D   1/06; F03D  80/00; Y02E  10/721; F05B2240/95; F05B2260/96; Y10S 416/06; Y10S 416/50
45585276,WO2000US20697,RIBBON DRIVE PROPULSION SYSTEM AND METHOD,"A ribbon drive propulsion apparatus and method for water-borne vessels such as surface craft and submersibles is disclosed. The vessel is equipped with an extended tube (14) having an intake at a first end (A) and an outlet at a second end (B). A ribbon (12) formed of helical coils is mounted in the tube (14) for rotation and the frequency of the coils decreases from the first end to the second end of the tube. Water is collected at the first end, an axial component of momentum of the water is increased via the rotating ribbon, and the water is ejected from the second end to provide propulsion to the vessel.",2000,F03D   3/005; F04D   3/02; F04D  29/18; Y02E  10/74; Y02T  70/529; B63H2001/127; B63J2003/046; F04D  29/522; Y02E  10/28; F03B   3/12; F03B  17/061; F03D   9/00; F05B2240/40; Y02T  70/70; B63H   1/16; B63H  11/08; F01D   1/38; F03B   3/04; F05B2250/25; F05D2240/40; Y02P  80/158; Y02T  50/672; B63H2011/081; F03B   3/126; F03B  17/06; F04D  29/181; B63H2001/165; F04D  29/52; F05D2240/243; B63H   1/12; B63J   3/04; F03D   3/00; F03D   9/25; F05B2240/243; B63H2001/122; Y02E  10/223
45603330,WO2001US00700,WIND-POWERED AIR/WATER INTERFACE CRAFT HAVING VARIOUS WING ANGLES AND CONFIGURATIONS,"A wind powered air/water interface craft disposed in a mechanically simple configuration(s) with means for trimming and/or adjusting the area of the various air and water foil elements either independently or together or both. All of its structural elements are useful as lifting or-driving surfaces or buoyant elements thereby minimizing parasitic drag and conflicting forces. In some configurations, free flight is also possible for brief periods of time or for longer periods in conditions where dynamic soaring is possible. The rig is able to develop vertical lift before necessarily having forward motion. Although similar in some configurations to a windsurfer, its operation is not dependent on the strength of the human operator, so that it has the capacity for power and payload greater than the strength and weight of the operator. The triangle rig configuration of the invention may develop vertical lift, but may in some instances use vertical lift only to enhance dynamic stability of a displacement craft. A wide beam single hull ship uses triangle rig sails to augment the ship's engines.",2001,B63B2001/145; B63H   9/061; B63B   1/125; B63B   1/12; B63H   9/06
45750976,US20040011387,Wind power station,"A wind power station has at least one rotor. The rotor has at least one rotor blade, preferably two or more rotor blades. The rotor blade is operatively connected to a rotor shaft. The rotor blade can rotate about a substantially radially extending adjustment axis. At least one adjustment device is provided in order to adjust the rotor blade. Installation effort and labor effort as well as the costs are reduced by the adjustment device having at least one cam disk interacting with a control disk, and by the cam disk being disposed such that the rotation axis of the cam disk coincides with the adjustment axis of the rotor blade.",2004,F03D   7/0224; Y02E  10/721; B63H   1/06; F03D   7/02; F05B2260/77; Y02E  10/723; F03D   7/041; F03D  11/00; F05B2260/75
45811487,US20040014908,Offshore structure support and foundation for use with a wind turbine and an associated method of assembly,"A pile based braced caisson structural support device includes a number of legs in is used to support a wind turbine. The wind turbine includes a base, a turbine generator and a blade mechanism. The legs are configured in a teepee type configuration such that the footprint of the base is larger than the footprint of the opposing end. This structural support can be used as a base for an offshore platform in that the support reduces the lateral forces on the support caused by wave action.",2004,E02B  17/027; Y10S 416/06; E02D  27/425; F05B2240/95; F03D  13/10; F04D  29/26; E02B2017/0091; E02D  27/42; F03D  11/04; F03D  13/25; F03D  13/22; Y02E  10/727
45817486,US20040015259,System and method for passive load attenuation in a wind turbine,"In accordance with certain embodiments, a wind turbine blade includes an outer skin and an internal support structure. The skin has a closed airfoil shape and includes an outer surface, an inner surface, and opposite sides along a length of the blade. The internal support structure is disposed within the closed airfoil shape. The internal support structure includes at least one shear load bearing member disposed across the opposite sides and oriented lengthwise along the length of the blade. The internal support structure further includes a plurality of bending load bearing members disposed along the inner surface in a lengthwise direction along the length of the blade. The internal support structure is configured to position a shear center and a center of aerodynamic pressure loading of the blade at different locations relative to one another.",2004,Y02E  10/721; F05B2240/301; F03D   1/0675; B63H   1/06; F03B  15/06; F05B2240/30
45834811,USD162619,NULL,NULL,9999,B63H   1/14; B64C  11/48; F03D   1/025
45885633,US20040019216,Power plant system for utilizing the heat energy of geothermal reservoirs,"A geothermal power plant system for producing electricity and process heat at least one compressed gas storage device and at least one gas compression device connected to the at least one compressed gas storage device. At least one gas utilization device is connected to the at least one compressed gas storage device. At least one device for utilizing renewable energy such as of solar energy, wind energy, hydropower, ocean thermal energy, ocean waves, ocean current and tidal current, ambient heat or cold is provided.",2004,F02C   6/16; F03G   7/00; F03G   7/05; F03G   7/06; Y02E  10/465; F03G   6/045; Y02E  60/142; F03G   6/067; F05B2210/16; Y02E  20/14; F03G   7/04; Y02E  70/30; Y02E  10/34; Y02E  10/14; F24T  10/20; F03D   9/25; F28D  20/0052; Y02E  60/15
45948533,US20040022875,Vertical axis wind engine,"The present invention is to provide a vertical axis wind engine comprising at least one arm each having its center rotatably coupled to a vertical axis mounted on a base on the ground, each pair of the upper and lower arms adapted to define an airfoil receiving space for pivotably mounting an airfoil by pivot pins thereof; and at least one elastic stop member each provided on the arm proximate the airfoil and spaced from the pivot pins, each stop member adapted to limit a pivot angle of the airfoil and lift the pivot limitation for allowing the airfoil to pivot when the airfoil experiences a wind force larger than a maximum resistance force thereof, preventing the components of the wind engine from being damaged by strong wind or when the wind engine is operating in high speed.",2004,F03D   3/06; B63H   1/06; B63H   9/00; B63H   7/00
45956171,USD233226,NULL,NULL,9999,F03D   3/00; Y10T  74/1828; B63H   1/10; Y02E  10/74
46022793,USD271784,NULL,NULL,9999,Y02E  10/727; Y02T  10/90; F03D  15/10; F03D  80/00; B60K  16/00; F03D  13/25
46025810,US19980027352,Rotors with mistuned blades,A method for designing a mistuned rotor with improved stability and forced response.,1998,F01D   5/10; Y10T  29/49764; F05B2260/80; F05D2240/20; Y10T  29/49318; F04D  29/666; Y02T  50/673; F01D   5/16; F04D  29/328; F04D  29/66; F04D  29/668; F05B2240/20; Y02E  10/721; F01D   5/26; F01D  25/04; F03D   1/0666; F05D2260/80; F04D  29/32; F05D2260/961; Y10S 416/50; Y10T  29/49758; B63H   1/14; F03D   1/06; Y10T  29/49321
46060866,US19480029386,Wind motor,NULL,1948,Y02E  10/74; F03D   3/005; F03D   3/007; B63H   9/02; B63H  13/00; Y02T  70/58; F03D   3/00; F05B2240/213
46081083,US20020030564,Rotor with a split rotor blade,"A rotor through which a fluid flows in a main direction of flow, provided with at least one rotor blade, the rotor blade being arranged to rotate about a rotor axis. The rotor blade extends away from the axis of rotation into the field. To reduce the trailed tip vortex at the end of the rotor blades, the fluidic losses, and flow noise, the rotor blade is split in at least two partial blades at a set distance from the axis of rotation and forms a loop. One partial blade extends in the direction of rotation in relation to the rotor blade. The other partial blade extends in a direction opposite the direction of rotation to the rotor blade. The two partial blades are interconnected in one piece at their ends, to encompass a loop surface extending essentially crosswise to the main direction of flow, through which the fluid flows.",2002,B63H   1/18; B64C  27/467; B64C  11/18; Y02T  50/673; F03D   1/06; F03D   1/0608; F04D  29/242; B64C  11/16; F01D   5/14; B63H   1/265; F01D   5/141; Y02E  10/721; B64C  27/00; B63H   1/26; F04D  29/24; F04D  29/38; B63H   3/00
46178659,USD362557,NULL,NULL,9999,Y02E  10/74; B63H  21/28; B64D  35/00; F03D   3/00
46197480,USD373492,NULL,NULL,9999,F03D  80/00; Y02E  10/72; B63H  13/00
46218479,USD385674,NULL,NULL,9999,B63H   1/04; F03D   3/00; Y02E  10/74; B64C  11/006
46240152,US20010039825,Retractable rotor blades for power generating wind and ocean current turbines and means for operating below set rotor torque limits,"A wind or water flow energy converter comprising a wind or water flow actuated rotor assembly. The rotor comprises a plurality of blades, wherein the blades of are variable in length to provide a variable diameter rotor. The rotor diameter is controlled to fully extend the rotor at low flow velocity and to retract the rotor as flow velocity increases such that the loads delivered by or exerted upon the rotor do not exceed set limits.",2001,F03D   7/0236; F03D   9/25; Y02E  10/723; F05B2210/16; F05B2270/328; F05B2270/332; Y10S 415/905; F03D  11/02; F05B2240/2021; F03D  15/00; F05B2240/40; F05B2270/327; Y02E  10/721; Y02E  10/725; F03D   7/02; F05B2240/313
46334995,USD453217,NULL,NULL,9999,Y10S 285/906; B63B  23/02; Y02E  10/72; F01B  17/02; F15B  11/0725; F03D  80/00
46411683,US19790049790,Sailing system,"A sail mounting frame extends upwardly from the hull of a boat and is constructed of a lower section and an upper section which rotate relative to each other about a first axis of rotation which extends generally vertically upwardly with respect to the hull of the boat. An overhung axle is rotatably journaled to the mounting frame upper section for rotation about a second axis corresponding to the longitudinal axis of the axle. A circular convex sail is supported by a correspondingly shaped support frame, which support frame is mounted on the free end of the axle for rotation of the sail about both the first and second axis of rotation. The sail is constructed from a plurality of triangularly shaped, flexible sail segments which are selectively adjustable relative to the sail support frame between a closed position wherein all of the sail segments cooperate to form a substantially continuous circular convex form, and open positions wherein each of the sail segments are disposed at angles of attack relative to the wind to cause the sail segments to react to the winds to thereby rotate the sail about the second axis of rotation to power an auxiliary propulsion system for the boat.",1979,B63B2015/0033; F03D   9/25; F03D  13/25; Y02T  70/5254; Y02T  70/58; B63H   9/069; F03D   9/32; F05B2240/931; F03D  15/10; Y02E  10/727; B63H   9/06; B63H  13/00; F03D   9/11; F03D   9/00; F03D  11/04; F03D  13/20
46413479,US20050049897,Linear propulsor with radial motion,"The invention comprises a scalable, configurable 'propulsor' system. A propulsor system is an assembly of individual propulsors that act in concert to form a substantially continuous control surface that undulates in a working fluid. Each propulsor is driven and configured by computer-controlled actuators so that the control surface undulates in various wave forms. Optional actuators that may refine the surface shape include an 'orientation' actuator that drives rotation about the propulsor's longitudinal axis, and a 'geometry' actuator that controls each propulsor's geometric configuration.",2005,B63H  19/00; Y02T  50/673; B63H   1/37; F03D   5/06; B63G   8/08; B63H   1/30; F01D   5/145
46429008,USD508009,NULL,NULL,9999,Y02E  10/72; B63H   5/10; F03D   1/00
46432251,USD509866,NULL,NULL,9999,B63H   1/24; Y02E  10/74; F03D   3/00; F04D  25/088
46437695,US20020051304,Optimization method for power generation systems,"Apparatus for controlling the power output efficiency of a power generation system based on an operator input. A processor is coupled to the input means and (i) receives the generated operator command, (ii) receives a plurality of detected ambient air conditions, (iii) receives a plurality of detected engine performance parameters, (iv) determines first and second engine control commands based on the received pilot thrust command, the detected ambient environmental conditions, and the engine performance parameters, and (v) outputs control commands to optimize the efficiency of the power generation system.",2002,B60W2555/20; B64C  11/30; F02D  29/02; F05D2270/053; B60W  10/08; F02C   9/44; F03D   9/25; F05B2270/1031; B60W  10/06; F02D2200/704; F05D2270/051; F04D  29/26; B60W  20/00; F02C   9/00; F02C   9/48; B60W  20/11; B63H   3/10; F01D   7/00; F02C   9/58; F02D  41/021; F02D2200/0408; F04D  29/18; F05B2240/132; F05B2270/1033; Y02T  10/6286
46487945,US20050054219,Test bench for wind turbines,"A test bench for wind turbines, comprising a test bed ( 1 ) on which the assembly ( 6 ) to be tested is mounted, and load application means for applying loads on said assembly. The assembly ( 6 ) to be tested is mounted on the foundation through a cylindrical support ( 5 ), provided with an upper rotary flange, which can be operated by means of a series of geared motors. The load application means comprise a fixed structure ( 7 ) anchored to the foundation, a mobile structure ( 8 ) which is anchored to the assembly ( 6 ) to be tested and a series of actuators ( 9 ) relating the mobile structure ( 8 ) with the fixed structure ( 7 ).",2005,F03D  11/00; F05B2260/83; G01N   3/02; F03D  17/00; F01D  21/00; G01M  99/00; G01M  99/008
46512332,USD556396,NULL,NULL,9999,B63H   1/24; Y02E  10/74; F03D   3/00; F04D  25/088
46533369,US20020056869,Ribbon drive pumping with centrifugal contaminant removal,"A ribbon drive pumping apparatus and method for liquids is disclosed wherein the inherent centrifugal separation that occurs adjacent the pump inlet is used to remove contaminants. The pump has an extended tube having an intake at a first end and an outlet at a second end. A ribbon formed of helical coils is mounted in the tube for rotation and the frequency of the coils decreases from the first end to the second end of the tube. Liquid is collected at the first end, contaminants are centrifugally separated and sorbed or bled off, an axial component of velocity of the liquid is increased via the rotating ribbon, and the purified liquid is ejected from the second end to provide pumping of the liquid. A central opening helps decrease cavitation and can be useful for pumping live fish.",2002,B63J2003/046; F04D  29/181; F04D  29/522; Y02E  10/28; B63H2001/127; F03B   3/04; F05B2240/40; F05D2240/40; F03D   3/005; F05D2240/243; Y02T  70/70; B63H2001/122; B63H2001/165; F04D   3/02; F04D  29/18; Y02E  10/74; F03B  17/061; F03D   9/00; Y02E  10/223; B63H   1/12; B63J   3/04; F03B  17/06; F03D   3/00; B63H2011/081; F01D   1/38; F04D  29/52; F05B2250/25; Y02T  50/672; B63H   1/16; B63H  11/08; F03D   9/25; F05B2240/243; Y02P  80/158
46534668,USD569458,NULL,NULL,9999,F03D  15/15; Y02E  10/72; F03D  80/00; Y10T  74/18296; B63H   5/10
46537023,US20080057084,"Wind-powered, air cushioned rotatable platform","A wind-powered, fluid cushioned platform adapted to float on a body of liquid. The platform includes a deck having upper and lower surfaces and a lower peripheral member extending around the outer perimeter of the deck. A pump having a pump outlet is supported by the deck. A fill pipe has a first end connected to the pump outlet and a second end in communication with the lower surface of the deck. The pump is adapted to pump a fluid through the fill pipe to a blow tank formed beneath the deck between the surface of the liquid and the deck within the area circumscribed by the lower peripheral member. A plurality of vanes and/or sails are preferably coupled to the deck to catch the wind and use the power of the wind to rotate the floating platform. In one embodiment, apparatus is provided for the purpose of generating electricity as the platform rotates.",2008,B63B   1/34; F03D  11/04; F03D  11/00; B63B   1/38; F05B2240/93; F03D  13/25; F03D  80/70; F03D   3/00; Y02E  10/727
46538072,US20020057146,Ribbon drive power generation for variable flow conditions,"The ribbon drive generation apparatus is comprised of a ribbon-like curved shape, composed either of metal or other suitable material, attached to a central axle with the complete apparatus being contained in a tube having a constant diameter for the length of the tube. A front portion of the tube has a pivot or tether and the rear portion of the tube has a drag means, such as fins, so as to cause rotation of the tube until it is oriented parallel to the flow. In another embodiment of the present invention, the electrical output of the ribbon drive generation apparatus is connected to a storage battery so as to store energy in times of high flow and make up for generating deficiencies during times of lesser flow. In yet another embodiment of the present invention, plural generating stages are serially arranged to adapt to flow variation and provide smooth start-up. Bypass vents and coupling means are located between each stage. Flow operates a first stage and exits via the bypass until a sufficient rotation is achieved. The coupling is then engaged and the bypass closed in order to operate the subsequent stage. In this manner, the generator of the present invention can be operated in stages.",2002,F03B   3/04; F03D   9/25; F04D   3/02; F04D  29/18; B63H   1/16; B63H2001/122; B63H2001/165; F05B2250/25; B63H   1/12; B63H2011/081; Y02T  50/672; B63H  11/08; B63H2001/127; B63J   3/04; B63J2003/046; F03B   3/126; F03B  17/06; F03D   3/00; F05D2240/40; Y02E  10/28; Y10S 415/908; F03D   9/00; Y02E  10/74; F03B   3/12; F03B  17/061; F03D   3/005; F04D  29/52; F05B2240/40; F05D2240/243; Y02E  10/223; Y02T  70/70; F01D   1/38; F05B2240/243
46543078,USD574411,NULL,NULL,9999,F03D   3/00; B63H   1/24; F04D  25/088; Y02E  10/74
46571514,USD590970,NULL,NULL,9999,B63H   1/24; F03D   3/00; F04D  25/088; Y02E  10/74
46575266,USD593170,NULL,NULL,9999,F04D  25/088; Y02E  10/74; F03D   3/00; B63H   1/24
46603888,USD610039,NULL,NULL,9999,B63H   1/28; Y02E  10/721
46624416,US20050062215,Self-winding generator,An uninterruptible rotational energy supply calibrated to provide constant rotational energy to electric generators and other apparatus in environments where fluctuations in kinetic energy are found. Such environments include the pause between the ebb and flow of the oceans' tides and waves as well as variations in the velocity of the oceans' currents. Wind-driven turbines may also be another beneficiary of this technology.,2005,F03G   7/04; F03G   7/10; F16D  31/02; F03D   5/00; F03B  13/14; Y02E  10/38
46672298,US20060065029,Apparatus for production of hydrogen gas using wind and wave action,"A platform apparatus for producing hydrogen gas from water includes a buoyant base configured for floating in a body of water, such as on the ocean, a vertical support member extending upwardly from the base, a wind turbine rotatably coupled to the support member for transforming the kinetic energy of wind into rotational energy, a generator coupled to the wind turbine for transforming the rotational energy generated into DC electricity, and an electrolysis apparatus affixed to the platform for using the electricity to extract hydrogen gas from water by the process of hydrolysis. The electrolysis apparatus preferably comprises an exchange chamber for storing water collected from the body of water, a pair of corrosion resistant electrodes, and a gas collection apparatus for collecting the hydrogen gas produced by electrolysis. The platform apparatus preferably includes a pumping apparatus powered by wave motion of the body of water for supplying water to the electrolysis apparatus. A gearing system preferably allows the generator to be driven at a greater rotational speed than the wind turbine.",2006,Y02E  10/727; F03B  13/00; F03B  13/1815; F05B2240/95; E02B2017/0091; F03D  15/20; F05B2240/93; F03B  13/12; F03D   9/00; F03D   9/19; Y02E  10/725; F03D   9/25; F05B2220/61; Y02P  80/158; C25B   1/04; Y02E  10/38; Y02E  60/366; F03B  13/10; F03D   9/008; F04B  17/00; H02P   9/04; Y02E  70/10; F03D  13/25; F05B2240/216
46682832,US20050065645,Wind power installation,"This relates to a wind power installation comprising a pylon (tower) and a rotor arranged on the pylon and having at least one individually adjustable rotor blade. The wind power installation further comprises a device to detect the wind direction, a device to detect the azimuthal position and/or a device to detect the deviation from vertical of the pylon (tower). In one embodiment, a control unit is coupled to the rotor blade to adjust an angle of incidence of the at least one adjustable rotor blade using information which is representative of (i) the wind direction, (ii) the azimuthal position of the rotor, and (iii) the deviation from vertical of the pylon. The rotor blade may be adjusted in dependence on a deviation between the ascertained wind direction and the detected azimuthal position.",2005,F03D   7/02; F03D   7/0204; F03D  13/25; F05B2270/321; Y02E  10/723; F03D   7/04; F05B2240/93; F05B2270/20; Y02E  10/721; F03D   1/06; F03D   7/0224; F05B2270/326; Y02E  10/725; Y02E  10/727
46708105,US19000029942,WIND-MOTOR.,NULL,1900,F03D   3/00; Y02E  10/74; B63H  21/28; B64D  35/00
46793937,US19020112529,WINDMILL.,NULL,1902,B63H  21/28; Y02E  10/74; B64D  35/00; F03D   3/00
46794306,US20080072143,Wind energy plant with drainage,"A wind power installation comprising a pylon comprising a pylon, a generator supported by the pylon and rotor blades coupled to the generator. The wind power installation further includes a first door to allow entrance into and exit from the interior of the pylon, a first level disposed in the interior of the pylon and directly accessible via the first door, the first level having a lock space including living quarters or sanitary equipment disposed therein. In addition, the wind power installation includes a second door disposed between the lock space and other portions of the interior of the pylon, wherein the second door is moisture-tight, a second level, disposed in the interior of the pylon and accessible via the second door, and a power module including a transformer housed in a moisture-tight container and electrically coupled to the generator, wherein the power module is disposed in the other portions of the interior of the pylon.",2008,F03D   9/25; F05B2240/14; F03D  11/00; F03D  80/00; F03D  80/60; F05B2250/231; F05B2260/20; H01F  27/025; F03D  13/10; F03D   1/00; F05B2230/60; Y02E  10/727; F03D  13/22; F05B2260/64; F03D  13/20; F03D  13/25; H01F  27/085; F03D  11/04; F05B2240/95; Y02P  70/523
46832281,US20080074345,High efficiency cooling fan,"A cooling fan includes an impeller which comprises a plurality of radially extending blades, each of which includes a blade hub, a blade tip and a blade midspan approximately midway between the hub and the tip. In addition, each blade includes a camber of between about 60∞ and 90∞ at the blade hub, between about 15∞ and 40∞ at the blade midspan and between about 15∞ and 40∞ at the blade tip.",2008,F04D  29/54; F04D  29/44; F04D  25/0606; B64C  11/16; F01D   5/14; F03D   5/00; B63H   1/26; F04D  29/38; F03B   1/00; F04D  29/384
46896245,US19930078039,Plow disk of the type intended to be mounted free in rotation on a shaft integral with the frame of a plow,"This invention relates to a plow disk intended to be mounted with several others free in rotation around a shaft integral with the frame of a plow, the shaft being inclined in relation to the direction of advance of the plow so as to impart a rotation of movement to the disks.",1993,F05B2260/72; Y02P  60/12; A01B  15/16; F03D   3/068; B63H   1/10; F03D   3/06; Y02E  10/74
46918598,US19050245945,ANTI-ANCHOR-ICE WATER-WHEEL ATTACHMENT.,NULL,1905,F03D  80/30; Y02E  10/722
46953798,US19790081154,Hydroelectric power generating arrangement,"An electric power generating arrangement includes a container which is situated below the upper level of a body of water and has an inlet and an outlet. Water from the body of water is admitted into the receiving space bounded by the container through the inlet and drives a turbine, while water is being pumped out of the receiving space through the outlet, preferably by energy derived from the force of wind or by excess electric energy derived from an electric distribution network during off-peak periods. The container can be constituted by walls which completely delimit the receiving space, or may be constituted by a wall which separates a bay or the like from the remainder of a natural body of water. When the receiving space is enclosed from all sides, a venting conduit is provided which admits replenishment air into the receiving space and lets air escape from the receiving space in dependency on the level reached by the quantity of water contained in the container.",1979,Y02E  10/22; F03B  13/06; Y02E  60/17; E02B2017/0091; F03D   9/14; F03D   9/25; F03D   9/28; Y02P  80/158; F03D   9/02; F05B2240/95; Y02E  10/725
46987251,WO1983US00416,COMPACT MIST FLOW POWER GENERATOR,"An ocean thermal energy converter (OTEC) (52) generates electricity from warm surface water in dropping 100 meters or so, and then raises it back to the surface using its own thermal energy in a large floating vacuum chamber. The mist flow process as described in United States Patent No. 4,216,657 is employed to accelerate water droplets and water vapor upward from the bottom of the chamber under a pressure difference created by spraying cold water from lower ocean levels into the same chamber. The cold water (86) is sprayed upward and parallel to the upper side walls of the chamber to control the flow of the warm droplets, as well as condense the vapor. This cold spray has too small an initial velocity to reach the top of the chamber, but receives momentum from the accelerated warm droplets. The warm water may be injected (at 64) substantially vertically or alternatively at an angle inclined toward the axis of the chamber to assist in coalescing and concentrating the stream after the individual droplets have been accelerated upward.",1983,F01K  27/005; F03D   5/04; Y02E  10/34; F01K  27/00; F16D  39/00; F03G   7/04; F03G   7/05
47034891,US19060346182,WIND-WHEEL.,NULL,1906,F03D   3/00; B63H   3/04; Y02E  10/74
47050612,US19060317977,WIND-WHEEL.,NULL,1906,B63H   1/10; Y02E  10/74; F03D   3/00
47068866,US19060333091,PROPELLER.,NULL,1906,B63H2016/202; F04D  33/00; B63H   1/36; Y02E  10/70
47075021,US20050087472,Method for manufacturing a wind turbine blade,"The invention relates to a method for manufacturing a wind turbine blade or a section of a wind turbine blade. The method includes, establishing a first part having a first wind turbine blade part in a first fixating unit, establishing a second part having a second wind turbine blade part in a second fixating unit, and positioning the first part in contact with, or in close proximity of, the second part. After this, a pressure below atmospheric pressure is established, forcing the first wind turbine blade part and the second wind turbine blade part against each other. The invention further relates to a wind turbine blade manufacturing facility, wind turbine blades as well as uses hereof.",2005,B29C  66/1312; B29C  66/54; B29C  66/82423; F05B2230/50; F05B2230/60; B63H   1/26; F03B   3/12; B29C  66/543; B29C  66/721; B29C  69/004; F03D   1/0675; B21K  25/00; B29D  99/0028; B29L2031/082; Y10T  29/49321; Y02E  10/721; B21D  53/78; B29C  66/7212; B29C  66/82661; B29L2031/085; Y10T  29/49337; Y10T  29/49336; Y10T  29/49339; B29C  65/48; B29C  66/636; Y02P  70/523
47097116,US19050285571,SCREW-PROPELLER.,NULL,1905,B63H   1/28; Y02E  10/721
47104558,US20020088947,Landing stage,"Offshore wind power installations usually require a landing stage or landing pier so that craft, in particular ships, can guarantee supply and transportation services. In the case of small offshore installations, these are usually simple jetties with possible ways of making boats fast. In the case of larger offshore installations at which larger supply ships land, the landing installations are of a more expensive and complicated structure and have for example supply intermediate storage facilities such as fuel tanks and loading equipment such as cranes.",2002,B63B  35/44; E02B2017/0091; F05B2230/80; E01D  15/14; E02B  17/025; E02B2017/0073; E02D  27/425; F03D  13/10; F03D  13/40; F05B2230/60; Y02E  10/727; E01D  11/02; F03D  11/04; F05B2240/95; E02D  27/42; F03D   1/00; Y02B  10/30; E02B  17/027; E02B2017/0069; F03D  13/22; E01D  15/24; B63B  22/02; B63B  35/50; F03D  13/25; Y02P  70/523
47259849,US19070396358,PROPULSION OF SUBMARINE BOATS.,NULL,1907,Y02E  10/72; B60K   3/02; F03D   9/17; Y02E  60/15
47404280,WO1998US21398,VARIABLE PITCH MARINE PROPELLER,"A modular variable-pitch marine propeller system (10) has a propeller unit (16) for mounting on a drive shaft (20), and a power unit (14) including a stationary annular hydraulic cylinder (32) for operating the propeller unit, a hydraulic remote control unit (18) being fluid-coupled to the power unit. An annular piston (34) of the hydraulic cylinder is coupled to a ring-shaped actuator yoke (40) by a roller thrust bearing (44), the actuator yoke axially displacing a ring-shaped rack member (70) of the propeller unit (16) with which the actuator yoke (40) is allowed to rotate. The ring-shaped rack member (70) carries a plurality of rack sections (72) by which it engages the pinions (66) mounted on the stem portions (68) of each blade member (64). The piston (34) operates in a sealed environment for the exclusion of water from the separately sealed surfaces of the cylinder itself. In one configuration, the propeller unit is replaceable without disturbing the sealed environment of the annular piston. The control unit includes a hydraulic control cylinder (90) that is operated by a rotatably mounted barrel (96) that engages a threaded piston rod (94). Alternatively, the control cylinder is actuated by a lever (120) having biasing springs (128) and an adjustable brake (136).",1998,B63H   3/08; F03D   7/02
47469140,US19110614105,WINDMILL.,NULL,1911,F03D   3/00; F04D  25/088; Y02E  10/74; B63H   1/24
47483248,US19110639059,MARINE PROPULSION.,NULL,1911,F04D  25/02; Y02E  10/722
47515725,US19870102563,Turbine wheel having hub-mounted elastically deformable blade made of reinforced polymeric composite material,"PCT No. PCT/SE87/00036 Sec. 371 Date Sep. 21, 1987 Sec. 102(e) Date Sep. 21, 1987 PCT Filed Jan. 28, 1987 PCT Pub. No. WO87/04400 PCT Pub. Date Jul. 30, 1987.A turbine blade produced from reinforced plastic material having a plurality of reinforcement sections (4, 6), arranged so that the direction of the reinforcement, and/or the structure, and/or the material in one section (4) differs from the corresponding reinforcement in another section, (5, 6), but that the reinforcement material in one section extends mainly in the same direction. The turbine blade also is so designed, that the deformations caused by loads and stresses optimize its pitch at increasing load.",1987,B29C  70/06; F03D  11/00; F04D  29/18; B63H   1/26; B64C  11/26; F04D  29/38; Y02E  10/721; F01D   5/28; F01D   5/282; F03B   3/12; Y02T  50/672
47533551,US19100596296,WINDMILL.,NULL,1910,B63H   1/04; F03D   3/00; Y02E  10/74; B64C  11/006
47557437,US19090531374,BLADE OR FISH-TAIL PROPELLER AND SUBMARINE BOAT.,NULL,1909,Y02E  10/721; F01D   5/145
47559552,US19120699067,MARINE-ENGINE PLANT.,NULL,1912,F01B  17/02; Y02E  10/72
47573551,US20050105945,Reduced friction wind turbine apparatus and method,"The present invention is a wind power apparatus for driving an electric generator. The wind power apparatus comprises a frame, a vertical axle mounted on the frame and a buoyant hull. The buoyant hull is rotational disposed on the axle. The buoyant hull has a curvilinear side surface. The wind power apparatus further comprises a fan. The fan is mounted on the buoyant hull such that wind rotating the fan rotates the buoyant hull. The wind power apparatus further has a drive wheel. The drive wheel is disposed in close cooperation with the curvilinear of the surface of the buoyant hull such that rotation of the buoyant hull rotates the drive wheel. The drive wheel is adapted to be in driving engagement with an electric generator such that rotation of the drive wheel turns the electric generator to generate electricity.",2005,F03D  13/20; F03D  13/25; F05B2240/93; F03D   9/00; F03D   9/25; H02P   9/04; F03D   3/04; F03D   3/0472; Y02E  10/727; Y02E  10/74
47609954,US19100583064,INTERNAL-COMBUSTION PROPULSION APPARATUS.,NULL,1910,B63H  11/08; F03D   9/17; Y02E  60/15; Y10S 123/08; Y02E  10/72
47616577,US19930108449,Cyclodial propulsion system,"The present invention provides an offset control mechanism and a variable blade-pitch mechanical kinematic system for cycloidal propellers. This is achieved by the concentric positioning of the drive shaft, the variable offset circular guide track, the eccentric X-Y slide plates, the propeller hub and the variable blade-pitch kinematic linkages, all about the axis of propeller rotation. The control actuation system is free-flooded in water and non-rotating, yet in close proximity to the rotating propeller hub. The pitch of each propeller blade is cyclically varied by the kinematic levers on each blade following a circular guide track during each revolution. Additionally, the circlar track swivel guide in the blade lever kinematics can also lever a trailing blade-flap to provide additional cyclic propeller lift in the direction of motion. The propeller improvements include a low-drag propeller hub and a variable-pitch blade ground plane ring about the ends of the blades.",1993,F03D   3/06; F05B2210/16; B63H   1/10; Y02E  10/74; F03D   3/068; F05B2260/503
47698945,US19930113275,Dual fluid rotor apparatus,"A fluid rotor is disclosed for turning electrical generators or other mechanical equipment. The fluid rotor contains multiple curved blades which are in a single plane of rotation, and which are spaced closely together so as to maximize the efficiency of the captured fluid. The open blades are designed to overlap one another to an extent that there are always at least two blades positioned to capture the fluid regardless from which direction the fluid is flowing. The curved blades allow the rotor to always rotate in the correct direction regardless of the direction of the fluid without the use of moving vanes or housings to help direct the fluid at certain portions of the fluid rotor. If the rotor is made to turn in the incorrect direction, it will, as fluid from any direction flows against it, slow down, stop momentarily, and then begin to rotate in the correct direction. More than one rotor can be used in a single assembly, and one rotor can be placed within a liquid such as water, and another rotor can be placed in a gas such as air. Both rotors are coupled to commonly drive a single output shaft, and the coupling uses a one-way clutch so that the liquid rotor cannot act as an anchor to prevent the gas rotor from turning.",1993,F03D   3/06; Y02E  10/74; F03D   3/061; F05B2240/216
47769659,US19990117342,Apparatus for generating electric power using wind force,"An apparatus for generating electric power using wind force which is capable of generating good quality electric power by combining the apparatus with the inventor's water wave force-based electric power generating apparatus and installing this combined apparatus in the sea. The apparatus includes a perpendicular fixing support body, a rotary shaft rotatably installed in the fixing support body, a propeller frame rotatably installed in an upper portion of the rotary shaft, a propeller shaft horizontally and rotatably installed in the propeller frame, a propeller member installed in the propeller shaft rotatably in a forward and backward direction, a propeller assembly including a propeller unit assembly having an elastic support arrangement so that the propeller assembly is perpendicularly maintained when the wind velocity is below a predetermined level and the assembly is tilted backward at a predetermined angle when the wind velocity is above a predetermined level, and an electric power generator drivingly connected with a lower portion of the propeller shaft for generating electric power.",1999,F03D   7/02; F03D   7/0236; F03D  13/25; B63B2035/4466; F03B  13/10; F03D   1/00; F03D  11/04; F05B2210/18; Y02E  10/727; F05B2240/95; Y02E  10/723
47832490,US20020120932,Apparatus and method to convert marine current into electrical power,"A marine current power installation that takes energy from marine currents. The marine current power installation takes kinetic energy of flow from the marine current and converts the kinetic energy into electrical energy. The marine current water power installation is used below the water level, for example, more than 50 m below the water level. The power installation can make a relatively large amount of power available even when the flow speed of the marine current is relatively low, for example, in the region of 1.5 m/sec or less. The water power installation has a water wheel or a rotor (turbine or propeller) which is of a diameter of, for example, 10 m or more, preferably between 30 m and 120 m.",2002,Y02E  10/28; F03D   1/04; F05B2240/133; F03B  13/264; F05B2240/97
47859636,US20050122473,Offshore windmill electric generators,"The described invention involves the windmill generation of electric power, particularly from offshore windmill generators. The invention involves inserting an adapter between the nacelle of the windmill and the tower, which includes either a leveling device or a vibration dampening device, or both.",2005,F03D   7/06; F03D  11/04; F04D  29/26; F16M  13/00; Y02E  10/727; F05B2240/95; Y02B  10/30; F16M   7/00; F05B2260/96; F03D  13/25
47919340,US19980125838,Shaft phase control mechanism,"PCT No. PCT/AU96/00763 Sec. 371 Date Aug. 21, 1998 Sec. 102(e) Date Aug. 21, 1998 PCT Filed Nov. 28, 1996 PCT Pub. No. WO97/30813 PCT Pub. Date Aug. 28, 1997A phase control mechanism controls phase relationship between two shafts. The phase control mechanism may be used to control various mechanical devices such as the pitch of propellers of aircraft and boats, the pitch of power producing windmills, opening and closing lathe and drill chucks and controlling the eccentricity of some forms of continuously variable transmissions when the mechanisms are not only stationary but also in normal operational motion. The phase control mechanism includes first gears 3,4; 56,64 coupled to the output shafts which are to be phase controlled. A transfer gear 5; 16,17; 52,54 is provided for rotation or operation independent of the input and is coupled to the first gears 3,4; 56,64 to allow rotary motion to be transferred between the first gear members and a phase adjuster 10; 80 causes the first gears 3,4; 56,64 to advance or regress relative to one another to change the phase relationship between the outputs.",1998,F03D   7/0224; F03D   7/04; F16H  37/06; B23B  31/36; B64C  11/32; F01L   1/352; B64C  27/54; B64D  31/12; F03D   7/02; F16H  35/008; Y02E  10/722; Y10T  74/19093; Y02E  10/723; B63H   5/10; F03D  11/02; F03D  15/00; F03D  15/10; F16D   3/10; F16H  35/00; Y10T  74/19084; B23B  31/28; F05B2260/4031; F05B2260/40311; F16H  35/18; Y10T  74/1956
47979677,US19170181629,GEARING FOR WIND-MOTORS.,NULL,1917,F03D   7/0224; Y02E  10/72; B63H   3/04; F03D  80/00
48002299,US19800130512,Wind turbine for marine propulsion,A wind turbine on an essentially vertical mast converting wind power to electric power for the propulsion motors of a screw propelled ship. The turbine is omnidirectional and capable of being reefed for speed control.,1980,F03D   3/06; F05B2220/50; F03D   7/06; Y02E  10/74; Y02T  70/58; B63H  13/00; F03D   3/061
48009894,US20020130946,Impeller having blade(s) conforming to the golden section of a logarithmic curve,"A single or multi-bladed rotor for use with a fluid flow generator or reactor, the rotor comprising a central hub which is adapted to be mounted to a rotatable shaft, the rotor further comprises at least one radial blade mounted at one end to the hub, wherein the at least one blade has a fluid reactive face which has the configuration of a logarithmic curve substantially conforming to the golden section, i.e. the order of growth of the radius of the curve which is measured at equiangular radii is constant and conforms to the ratio of 5:8.",2002,F03B   3/121; Y02T  50/673; F03B   3/12; Y02E  10/223; Y10S 416/02; B63H   1/26; F04D  29/38; F04D  29/384; F05B2200/23; F01D   5/14; F01D   5/141; F03D   1/0608; F05D2200/23; Y02E  10/721; F05B2240/30; F03D   1/06; F05D2240/30
48086674,US19870137930,Configurable wind powered vessel,"Four spars project downward and outward from a common juncture; a mast projects upward from the same juncture. Adjustable cables interconnect all the distal ends to each other. Thus a uniquely strong and light pentahedral-shaped space frame is provided. A unique system for cable length adjustment makes it practical to reconfigure the geometry of the vessel while underway. The vessel can be made tall and narrow for easier maneuvering, in light winds, or broad and low for maximum capsize resistance. Two hulls provide a suitable low speed displacement shape. When sufficient propulsion force is present, however, these two hulls can be split into four hulls, each of a planing shape and each connected to a spar. The wind drag, that is noramlly associated with frames of this nature, is transformed into useful forces by airfoil-shaped spars which are rotatable. These forces may be used to produce a downward push to prevent heeling over, a lift to reduce hydrodynamic drag, and a propulsive push.",1987,B63B   1/14; B63H   9/06; B63H   9/0635; B63H   9/061
48122356,US19990142189,Sail for a wind-powered vehicle,"PCT No. PCT/EP98/00035 Sec. 371 Date Mar. 4, 1999 Sec. 102(e) Date Mar. 4, 1999 PCT Filed Jan. 7, 1998 PCT Pub. No. WO98/30441 PCT Pub. Date Jul. 16, 1998A sail for a wind powered vehicle such as a surfboard, sailing boat or the like is provided wherein a sail is connected along its front edge to a mast and wherein the said at its clew or at its lower edge is connected to a boom. The boom is connected in a hinged manner to the mast. At the free rear edge of the sail, at least one sail part is provided which is adjustable in the sail plane so that the overall area of the sail can be decreased or increased.",1999,B63H   9/1021; B63H   8/00; B63B  35/79; B63H   9/06; B63H   9/10
48130128,US20020143104,Ribbon drive pumping apparatus and method,"The ribbon drive pump has an extended tube having an intake at a first end and an outlet at a second end. A ribbon formed of helical coils is mounted in the tube for rotation and the frequency of the coils decreases from the first end to the second end of the cube. Liquid is collected at the first end, an axial component of velocity of the liquid is increased via the rotating ribbon, and the liquid is ejected from the second end to provide pumping of the liquid.",2002,B63H2001/165; F03D   9/00; F04D   3/02; Y02E  10/74; F03B  17/061; F03D   3/005; F04D  29/52; F05B2240/40; F05D2240/243; Y02E  10/223; Y02T  70/70; F01D   1/38; F05B2240/243; F05D2240/40; B63H  11/08; B63H2001/127; B63J   3/04; B63J2003/046; F03B  17/06; F03D   3/00; Y02E  10/28; B63H   1/12; F03B   3/04; F03D   9/25; F04D  29/18; F04D  29/181; F04D  29/522; B63H2001/122; F05B2250/25; B63H   1/16; B63H2011/081; Y02P  80/158; Y02T  50/672
48145305,US20050144931,System and method for operating a wind farm under high wind speed conditions,"A technique is provided for operating a wind farm at increased rated power output. The technique includes sensing a plurality of operating parameters of the wind turbine generator, assessing the plurality of operating parameters with respect to respective design ratings for the operating parameters, and intermittently increasing a rated power output of the wind turbine generator based upon the assessment.",2005,F05B2270/331; H02J   3/386; B64C  11/30; Y02E  10/723; F01D   7/00; G05D  17/00; Y02E  10/763; B63H   3/00; F03B   3/12; F03D   7/02; F05B2270/1075; H02P   9/00; F03D   7/028; F03D   7/048; F05B2270/32; H02P   9/04; Y02E  10/725; F03D   9/00; H02H   7/06; H02P2101/15
48177710,US19800148777,Floating power generation assemblies and methods,"Floating-on-a-body-of-water compressed-air-generating assemblies and methods are disclosed which are utilized to drive electrical generators powered by compressed air. The integrated assembly utilizes windmills, reciprocating float-linkage means, collapsible paddle blades, and at least one member selected from the water-motion-actuated group consisting of slosh boxes, sliding masses, rack-and-pinions, and combinations thereof.",1980,F03D   9/28; Y02E  10/38; Y02E  60/17; Y02E  10/725; F03B  13/24; F03D   9/00; F03B  13/20
48273252,US19930160434,Kiteski,"A wind powered system utilizes a free-flying airfoil tethered to a conveyance device such as a water ski, a skegged hull slab or a wheeled land vehicle which either defines or inherently has tracking means defining a preferred traverse vector across an underlying surface. The tractive force of the airfoil is applied at the center of lateral resistance of the conveyance device such that there is no destabilizing moment caused by the airfoil, thereby removing an artificial limit on the sail area that is imposed upon fixed mast sailing craft. A control bar provides a mount for a tether reel which enables the conveyance device, when same is a kite, to be launched from the water without requiring the assistance of a boat.",1993,B64C  31/028; A63H  27/002; B64C2031/065; A63H  27/00; B63B  35/79; B62B  15/002; B63H   8/16; B63H   8/10
48281176,US19500161364,Wind motor,NULL,1950,B63H   9/02; Y02E  10/74; F03D   3/00; F03D   3/007; Y02T  70/58
48304132,US19980164082,"Maritime power plant system with processes for producing, storing and consuming regenerative energy","A maritime power plant system for producing, storing and consuming regenerative energy has a support structure on which energy producing devices for producing a continuous supply of energy by at least two different methods from regenerative energy sources are provided. The regenerative energy sources are ocean water, ocean waves, wind, and solar radiation. At least one industrial production facility is also connected to the support structure. A submarine reverse osmosis device is provided.",1998,B63B2035/4466; C02F   1/441; C02F   1/469; F05B2240/40; Y02A  20/142; Y02P  80/22; B01D  61/58; B63B2035/4453; F03D   9/25; F05B2210/18; H01L  31/058; H01M   8/06; Y02A  20/144; Y02E  10/465; Y02E  10/727; Y02P  70/56; B63B2035/446; C02F   9/00; F03D   9/007; F05B2240/95; Y02A  40/966; Y02E  10/725; Y02P  70/523; B63B  35/44; F05B2240/93; Y02W  10/37; B01D  61/025; B01D  61/10; C02F   1/44; C02F   1/4693; C02F2103/08; F03D   9/00; Y02E  10/34; B01D  61/422; F03D  13/25; Y02A  20/134; Y02W  10/33; F05B2210/16; H01M   8/0656; H02S  10/10; Y02A  20/131; F03G   7/05; H02S  10/12; Y02A  20/141
48394388,US20050174789,Installation for harvesting energy of tides (IHET) in shallow waters,"Installations for harvesting energy of river and ocean tidal currents consist of multiple Darrieus type turbines with funnels, which are located inline on the river or ocean bottom and oriented perpendicular to direction of water movement due to tide or river current. Use of Darrieus type turbines with funnels significantly increases efficiency of energy utilization of water streams in comparison versus system not utilizing funnels. Use of greater number of Darrieus turbines operating in line allows to utilize more powerful gearbox and generator, thus improving economics of their operation. For the purpose of simplification the regular maintenance of the system the generator and all auxiliary systems are located above water, except 90-degrees gearbox. To prevent water entering 90-degrees gearbox it always is under air pressure slightly above hydrostatic pressure of water above it. To prevent lost of power generating capacity, due to accommodation of the growth on the turbine blades surface, special blade-cleaning machine operating in semi-automated mode is introduced.",2005,F03B  17/063; Y10S 415/908; F05B2240/97; Y02E  10/28; F03D   1/00; F03B  15/06; F05B2240/40
48416832,US19880177599,United sail windmill,"The object of this invention is to provide a large scale but low cost windmill by maximizing wind-contact out of the least cost of materials with least cost of maintenance. This is attained by making the sails (100) as large as possible using light materials such as framed fabrics or aluminum sheets, by arranging the large sails (100) to form a long life of parading sails in one direction transverse to the wind and another long line of the same kind parallel to the first line but moving to the opposite direction with which the first line makes a close loop, by using a strong light weight cable chain (101) that is tugged by the large sails and which also turns the terminal gears (102) located at the two ends of the loop, by using light weight vehicles to carry the large sails such as said Power Cable Chain (101) suspended high in the air or deep-grooved Roller Wheels (133) on rail tracks or wide-based inflatable/submersible boats (150) on the ocean, by providing a grid of strings (117 and 164) on both faces of the sail to withstand higher wind pressure, by elevating the sails high in the air thru the use of Aerial Cable Railway (132), by providing intermediary aerial supports to the cables to permit long line of construction.",1988,F03D   5/04; Y02E  10/70; B63B2035/446
48436576,US20050179982,Blade for wind turbine,"A blade for a wind turbine includes a device for causing air at an increased velocity and/or pressure to escape from exit openings in the blade, thereby to apply a force. Pressure and diameter adjustable valves may be provided at each exit opening or orifice to allow the air to exit from the blade only when the air pressure within the blade exceeds a preset level. Also disclosed is the provision of valves at the exit openings or orifices on an opposite edge of the blade that allows air to escape from the blade to slow down but not stop rotation of the blade when a dangerous wind condition is detected.",2005,F03B  15/06; F05B2240/30; F03D   1/0633; B63H   1/28; Y02E  10/721; F03D  15/05
48501837,US20020187953,Movable surface plane,"Movable surface planes include opposed independently movable endless surfaces over the majority of opposite sides of the planes. By moving one surface in the same direction as the fluid flow about the plane, and the opposite surface in a direction opposite the fluid flow, the flow is accelerated across the surface moving in the same direction to produce a lesser pressure, and retarded across the surface moving in the opposite direction to produce a greater pressure. The net result is a force urging the plane toward the surface moving in the direction of ambient fluid flow. The two surfaces of the present invention may be operated independently of one another, to move in the same or opposite directions and to have the same or different velocities. The movable surfaces are porous and communicate with ductwork within the structure, to provide fluid flow through the surfaces for boundary layer control.",2002,F03D   1/06; B64C  23/02; B64C2230/06; B64C2230/16; F05B2240/32; Y02E  10/721; B64C2230/04; B64C2230/22; F05B2240/30; Y02T  50/12; B63H  25/40; B64C   3/141; B64C  21/02; F05B2260/97; B64C  21/025; B64C2230/28; Y02T  50/166
48513613,US20050189430,Floating vessel for producing hydrocarbons and method for producing hydrocarbons,"A floating vessel 11 for producing hydrocarbons comprises one or more containers 12 having a chamber 13 formed therein, a structural frame 15 for interconnecting the one or more containers 12 , a power system 16 for producing, storing, and distributing power, and a hydrocarbon processor 27.",2005,B63B  25/12; B63B  35/44; C07C  27/00; B63B2035/4473; C25B  15/08; C07C  27/06; Y02E  10/727; B63B   3/06; Y02P  20/133; C10G   2/50; C25B   1/04; Y02E  60/366; B63B2035/446
48522674,US20050190548,Rotor blade,"The invention relates to a rotor blade, preferably for use in a wind turbine, comprising a rotor wing. In accordance with the invention, at least one shaped member projecting beyond the surface of the rotor wing is arranged close to the free end of the rotor wing.",2005,B63H   1/26; F03D   1/0633; F05B2250/411; F05B2260/96; Y02E  10/721; F03D   1/06; F05B2240/301
48524376,US20050190761,Methods and apparatus for replacing objects on horizontal shafts in elevated locations,"An apparatus for stabilizing a shaft in an essentially horizontal position while an anchoring object at one end of the shaft is replaced without removal of an object at the opposite end of the shaft that would otherwise tend to destabilize the shaft from its essentially horizontal position includes a half-spool member configured to clamp above and around the shaft to resist torque around the rotor, under supports configured to attach to the half-spool member and clamp an underside of the shaft below the half-spool member, and a hydraulic or mechanical brake configured to resist torque on the shaft when the brake is engaged.",2005,F03D   7/02; B21K  25/00; Y02E  10/726; F03B   9/00; F03D  13/10; F05B2230/80; Y10T  29/49318; Y10T  29/4932; Y10T  29/49229; Y10T  29/4973; F03D  80/50; A47C   7/74; B23P   6/00; F05B2230/61; Y02P  70/523; F01D  15/12; Y10T  29/49721
48534039,US19800191938,Air foil with reversible camber,"A reversible airfoil generally wing-like in shape comprising at least two spaced apart rigid spars having at least two slots therethrough, bars projecting through the slots in each rigid spar, each end of each bar attaching to a flexible slat, and a common flexible movable skin adjacent the flexible slats thereby covering same to form a reversible airfoil. A series of the rigid spars and attending parts when covered by a common flexible skin and adapted to fit on a beam provides a unique sail for a sailboat. Additionally, a series of the rigid spars and attending components when covered by a common flexible skin and vertically mounted on a rotatable frame provides a reversible lift airfoil for a wind-powered generator.",1980,B63H   9/06; F05B2240/301; F03D   1/0641; B64C   3/48; Y02E  10/721; Y10S 416/05; B63H   9/061; F03D   1/06
48540088,US20050192689,Methods and apparatus for reducing load in a rotor blade,"A blade includes a plurality of first fibers, wherein each of the plurality of first fibers is angled between about 5∞ and about 35∞ with respect to a pitch axis of the blade, and a plurality of second fibers, wherein each of the plurality of second fibers is angled between about 95∞ and about 125∞ with respect to the pitch axis of the blade.",2005,F05B2250/314; F05B2280/2001; F05C2203/02; F05B2280/6015; F05C2253/16; F03D   1/06; F05B2280/2006; Y02E  10/721; F05B2280/6013; B63H   1/26; F05B2250/71; F05C2203/0882; F05C2253/025; F03D   1/065; F05B2280/6002; F05C2253/20
48616317,US20020202171,Sail for a wind-powered vehicle,NULL,2002,B63H   8/00; B63B  35/79; B63H   9/10; B63H   9/1021
48616546,US19990202197,Wave energy converter,"A wave collector structure (51) for electrical power generation powered by wave energy comprises an outwardly extending and downwardly depending lip (105, 107) below which is situated a mouth (61, 67) of the collector. The collector further comprises side walls (75, 79) for channelling waves into the collector mouth. These side walls (75, 79) extend horizontally substantially up to or beyond the lip, partially enclosing a volume of water between the lip and side walls. The collector is placed in its desired location by sealing the mouth (61, 67) with gates (not shown) and floating the structure to its desired location. Control valves are opened to allow water into the collector to sink the structure to the sea bed (63) whereupon the gates are removed.",1999,Y02E  10/32; F05B2240/95; Y02E  10/725; F03B  13/142; F03D   9/00; F03D   9/25; Y02E  10/38; F03B  13/14
48624886,US19800203234,Fluid turbine system,"A dual solar phenomena exploiting system comprises two main elements; one represents direct solar heat into electric power converting media, and the other indirect using air or aquatic currents in an efficient manner. Both can operate separately, independently or conjunctively.",1980,F03D   9/00; Y02E  10/74; F03D  80/70; Y10S 416/04; F03D   9/007; F03D  15/10; F03D   3/0472; F03D   3/02; F03D   9/25
48680504,US20050210068,Wind turbine and energy distribution system,"A new design of vertical axis wind turbine is disclosed based on a dome structure using dome struts as blades that work in concert to produce rotational motion. The stability and low cost of the new design allows the turbine to function in low wind speed regimes as well as high speed winds that would be encountered in off-shore wind installations. The large stresses and structural requirements of mounting large horizontal axis wind turbines, particularly off-shore, are avoided with the new system. A new energy distribution system is proposed that will capture abundant off-shore wind energy, store it aboard a generator/delivery ship in the form of Hydrogen gas, and deliver it to an existing shore based power plant to produce electricity using a conventional gas turbine. Alternatively, the Hydrogen can be used to produce methane from coal using known processes to add natural gas to pipelines in areas that would normally be consuming the material. Both applications, and the direct production of heat by the new turbines, would stabilize our national energy grid while reducing CO2 emissions.",2005,B63H   9/02; F03D   1/06; Y02E  10/74; Y02B  10/30; Y02E  10/721; Y02E  10/726; B63H   1/06; Y02P  70/523; Y02T  70/5254; Y02T  70/58; B63J   3/04; F03D   3/00; F05B2240/931; Y02T  90/38
48752469,US20020218943,Fuel cell block,"In fuel cells operated with damp operating gases, water condenses out as the operating gas flows from the damping device to the fuel cell block. Typically, the condensed water runs into the fuel cells and impairs their operation. A fuel cell block according to the invention includes fuel cells, a an operating gas delivery line, and a condensed water separator connected to the operating gas delivery line for preventing the condensed water from flowing into the fuel cells.",2002,F03D   9/02; F03D   3/00; Y02E  10/38; B63B  35/44; H01M   8/2465; H01M   8/10; H02K   7/1823; B63B  22/00; F03B  13/22; H01M   8/04; F03D   9/00; H01M   8/02; H01M   8/04119; H01M   8/24; H02K   7/18
48766948,US19980220715,Elliptical propeller and windmill blade assembly,"Non-planar propellers or windmill blade assemblys are proposed which have tips that are curved to point in the same direction as the axis of rotation of the propeller. This non-conventional design results in a stronger, stiffer, and more efficient propeller or windmill.",1998,F05B2250/14; Y02E  10/721; F03D   1/0608; B63H   1/26; F03D   1/06
48788330,US19810223348,Water supported wind actuated power generating assembly,"A counterweighted elongate buoyant body that floats on the surface of the sea or a lake has at least one sail supporting mast extending upwardly therefrom as well as vanes that tend to maintain the sails substantially normal to the direction of movement of the wind. The buoyant body is by frame means maintained within the confines of a circular series of piles. The counterweight and means for pivoting each sail from a position normal to the direction of the wind to substantially parallel thereto cooperate to impart a transverse rocking motion to the buoyant body that has an eccentric transverse arcuate member depending therefrom that is engaged by a pair of rollers, as the transverse member moves relative to the pair of rollers a bellows is receprocated upwardly and downwardly to draw water into and discharge it from a check valve controlled confined space to a reservoir situated at a substantial distance above the surface of the body of water. Water discharges by gravity from the reservoir to a turbine or the like to power a generator to produce electricity for power purposes. Power means pivot the sails substantially parallel to the direction of the wind after the latter has rolled the buoyant body to a first position. The counterweight then rolls the buoyant body to a second position where upon the power means pivot the sails to positions substantially normal to the direction of the wind to start another power generating cycle.",1981,F03D   9/28; Y02E  10/725; Y02P  80/158; F03D   9/00; F03D  13/25; Y02E  10/727
48789318,US20050223473,Pitch control battery backup methods and system,"A method for controlling a pitch control system of a wind turbine includes providing a charged backup battery configured to supply no energy to a DC link when full AC input power is available, wherein the DC link includes a DC link capacitor. The method further includes using energy stored in the DC link capacitor to operate a pitch control system during a loss or dip of AC input power, and maintaining charge on the DC link capacitor using the charged backup battery as voltage across the DC link capacitor drops during the operation of the pitch control system.",2005,F03D   9/00; Y02B  10/72; F05B2260/42; Y02E  10/766; F03D   7/0224; H02J   9/062; H02M   5/458; B63H   3/06; F03D   7/024; Y02E  10/723
48794461,US20020224108,Method of controlling electrical rotating machines connected to a common shaft,"A controller for high torque, low RPM wind turbines and ocean current turbines. The turbine consists of a large, input power shaft-mounted, rotating bull-gear with stationary powertrains mounted around its periphery. The gear teeth on the bull-gear rotate past the teeth on pinions, causing the pinions to turn and delivering power to each smaller powertrain. A controller regulates torque experienced by each powertrain to assure that torques are balanced between generators at any given system load. The control method comprises the programmatically continuously looping steps of measuring a system parameter to be controlled, such as torque and/or speed, selecting the optimal number of generators to be connected/disconnected to a utility line, incrementally connecting or disconnecting generators to achieve the point of optimal performance, measuring the parameters, such as current and/or voltage, of the connected generators and adjusting the generator parameters to fine tune the system for optimal performance.",2002,Y02E  10/725; F03D   9/25; F05B2240/2021; F05B2270/327; F05B2270/335; F03D  15/00; F03D  15/10; F05B2240/40; F03D  11/02; F05B2210/16; F05B2270/20; H02P   9/04; Y02E  10/723; F03D   7/04; F03D   7/043
48926165,US20030240255,Maritime energy generating device,"A maritime energy generating device including a windmill mounted on a floating foundation, the windmill having a machine compartment mounted at the top of a tower and the foundation being fixed to the bottom of a water body by a connection and including two tanks and a unit for shifting liquid between the tanks and the tanks and the surroundings.",2003,E02B2017/0091; F05B2240/95; Y10S 415/908; F03D  13/25; F05B2240/93; Y02E  10/727; B63B2035/446
48928517,US20020240544,Wind and wave energy plant,"A wind and wave energy plant (1) comprises a windmill with a rotor (3) and a wave-actuated water pump that can drive a turbine whose output shaft is in driving connection with an electric generator. The windmill includes a tubular mill tower (2), which is firmly anchored to the seabed and encloses a storage tank between the sea surface and the mill rotor (3), which tank can be filled with water by means of the pump via a non-return valve, and from which water can be led to the turbine.",2002,F05B2240/95; F03D   9/008; F03B  13/14; F03B  13/22; F03D   9/25; Y02P  80/158; F03B  13/147; Y02E  10/38; F03D   9/00; F03D  13/25; Y02E  10/725
48932846,US20050241069,System and method for driving a monopile for supporting an offshore wind turbine,"A method for installing an offshore wind turbine system includes driving a cylindrical annular monopile or a substructure into the soil. The monopile includes a flanged portion configured to support a wind turbine tower or a superstructure. The flanged portion extends radially from a peripheral surface of the monopile. The method further includes mounting a wind turbine tower directly on to the monopile, wherein the wind turbine is supported by the flanged portion of the monopile.",2005,E02D   7/06; E02D   7/08; F03D   9/00; E02D  27/425; F03D  13/22; F03D  13/10; F03B  11/00; F05B2240/95; E02D  27/42; E02D  27/52; Y02E  10/727
48962161,US19810244622,Collapsible magnus-effect rotor,"A lift-producing arrangement suitable for driving a boat by the Magnus effect comprises an elongate tubular envelope mounted for rotation about its longitudinal axis. A drive is provided to rotate the envelope. The envelope is of flexible material, e.g., canvas, to achieve improved performance. Preferably, the envelope is held erect by inflation. The arrangement may be used in addition to a conventional screw-propulsion system for increased fuel economy.",1981,Y02E  10/74; Y02T  70/58; B63H   9/02; F03D   3/007; F05B2240/93; F03D   3/00
49012150,US20050250724,Corrosion protection for wind turbine units in a marine environment,A corrosion protected wind turbine unit includes a wind turbine unit support structure or foundation implanted in water and an impressed current anode electrochemically coupled to the wind turbine unit support structure or foundation through the water. Also included is a controlled current source configured to receive electrical current from the wind turbine unit or at least one other wind turbine unit located in proximity to the corrosion protected wind turbine unit and further configured to operate the impressed current anode.,2005,F05B2240/95; C23F  13/04; F05B2240/97; Y02E  10/727; F03D  13/22; F03D   9/00; F05B2260/95; C23F2213/31
49037482,US20020253766,Compact microwave system for de-icing and for preventing icing of the outer surfaces of hollow or shell structures which are exposed to meterological influences,"In a microwave de-icing system for the front areas of exposed shell structures, at least one independently operable microwave generator is disposed in each shell structure closely adjacent the surfaces of the shell structure to be de-iced or kept free of ice and uncoupling means are flanged to the microwave generators with uncoupling openings disposed along the area of the shell structure to be heated so as to provide a microwave wave front directed toward this area. The area subjected to the wave-front includes walls of a dielectric composite material with a metallic skin whereby the microwave front penetrates into the wall and is converted at least partially into heat within the wall of composite material thereby providing for rapid and effective heat supply to the wall areas of the shell structure to be kept free of ice.",2002,Y02E  10/721; H05B   6/64; H05B   6/70; F03D  80/40; B63B  19/00; B64D  15/12; H05B   6/66; H05B   6/80; H05B   6/68; H05B2214/02
49039944,US20020254071,Compact millimeterwave system for De-icing and for preventing the formation of ice on the outer surfaces of shell structures exposed to meterological influences,"In a millimeter wave de-icing system for the front areas of exposed shell structures, at least one independently operable millimeter wave generator is disposed in each shell structure closely adjacent the surfaces of the shell structure to be de-iced or kept free of ice and uncoupling structures are flanged to the microwave generators and have uncoupling openings disposed along the areas of the shell structure to be heated so as to provide a millimeter wave front directed toward this area. The area subjected to the wavefront includes walls of a dielectric composite material with a metallic skin whereby the millimeter wave front penetrates the wall and at least partially is converted into heat within the wall of composite material thereby providing for rapid and effective heat supply to the wall areas of the shell structure to be kept free of ice.",2002,B63B  59/00; F03D   1/06; H05B2214/02; B64D  15/12; H05B   6/80; F02C   7/047; Y02T  50/672; Y02E  10/721
49073927,US19180258170,"Method for propulsion of ships, boats, and flying-machines",NULL,1918,B64C  39/00; Y02E  10/74; F03D   3/02; F03D   3/0445; B63H   1/04; F03D   3/04; B64C  39/003; F03D   3/0472; B63H   5/02; F05B2210/16
49175700,US20050270403,Wind sail receptor,"A wind sail receptor for turning in a wind or water flow to operate a power generator that includes from six to ten identical, equal spaced blades, that are formed from two flat sections of a stiff material and are arranged between a rear hub and spaced apart forward disk and fitted to a center axle that is journaled through a frame. The two sections are each formed into from three to five blades by removing portions therefrom, with the formed blades bent to curve from the rear hub to a blade side end that is coupled to the forward disk.",2005,B63H   1/265; F03D   1/0608; B63H   1/06; F05B2250/25; Y10S 416/02; Y02P  70/523; F05B2210/16; Y10S 415/908; Y10S 416/06; Y02E  10/721
49188194,US20050271863,Wind turbine pitch bearing and method,"A pitch bearing and related method for wind electric turbines has an annularly-shaped first bearing ring connected with an associated wind turbine blade, and includes a first raceway groove. An annularly-shaped second bearing ring is connected with the rotor portion of the wind turbine, and includes a second raceway groove aligned with the first raceway groove. Rolling elements are positioned in the first and second raceway grooves to rotatably interconnect the two bearing rings. A gear segment is formed on one of the bearing rings, and is configured to engage a pitch drive portion of the wind turbine to pivot the blade axially between different pitch angles. The gear segment has an arcuate measure of less than 200 degrees to facilitate economical manufacture.",2005,F16C2360/31; F16C  19/166; Y02E  10/721; F16C  19/181; B63H   3/00; F03D   7/0224; Y02E  10/723; F16C2300/14; F16C2361/61; F05B2240/50; Y02P  70/523; Y10S 415/908; F03D  80/70; F16C  33/586; Y02E  10/722
49215252,US20050274616,VEHICLE-MOUNTED GENERATOR,"A vehicle-mounted generator is powered by relative wind produced by the combination of ambient wind and motion of the vehicle, or by movement of water when mounted on the hull of a water-borne vehicle. A rigid cylindrical housing forms an enclosed interior chamber. Wind asymmetrically enters the chamber through an inlet located on one side of a central longitudinal drive shaft, and exits through an outlet located at the top of the housing. A spiraling parabolic deck forms a floor of the interior chamber, and spirals around the central longitudinal shaft from the bottom of the housing to the outlet at the top. A turbine mounted on the drive shaft within the outlet converts energy of the exiting wind to mechanical energy. An electrical generator converts the mechanical energy into electrical energy for recharging a battery or powering an electric motor.",2005,B63B2035/4466; F03D   9/12; Y02E  10/727; Y02E  10/74; F03D   9/32; B63B  35/44; Y02E  60/16; B60K   6/48; B60K  11/00; F03D   9/25; F05B2240/931; F05B2240/941; F05B2210/16; F03D   9/00; F03D  13/20; Y02T  10/6221; B60K  16/00; B60K2016/006; F03D   3/04; Y02T  10/90; Y10S 903/903
49275544,US20050282127,Method and apparatus for wind turbine braking,A method for braking a wind turbine including at least one rotor blade coupled to a rotor. The method includes selectively controlling an angle of pitch of the at least one rotor blade with respect to a wind direction based on a design parameter of a component of the wind turbine to facilitate reducing a force induced into the wind turbine component as a result of braking.,2005,F03D   7/024; F03D   7/042; F03D   7/0244; F03D   7/0252; F03D   7/0264; F03D   7/04; B63H   1/06; F05B2270/1071; Y02E  10/723; F03D   7/0224; F05B2260/901
49332768,US20050289113,Butt connection for hollow profile members,"A butt connection of divided hollow profile members, which is suitable in particular for rotor blades of wind power installations, comprises a multiplicity of straps which are arranged along the joint and which bridge over same and which are respectively fixed with their ends to one of the profile members to be connected. In this respect the arrangement is preferably such that one of the two bolts fixing the strap at the ends thereof has a wedge-shaped flattening, by means of which a tensile prestressing can be imparted to the strap.",2005,F03D  13/10; F05B2240/21; F16B   2/08; F16B   5/02; Y02E  10/721; Y02P  70/523; B64C  27/46; F03D   1/0675; Y10T  29/49337; Y10T 403/1624; Y10T 403/55; F03D   1/0658; F05B2250/292; F16B   5/00; B63H   3/00; F05B2260/301; Y10T 403/553; Y10T 403/725; Y10T 403/76; F05B2240/30; Y02E  10/70; Y10T  29/49336; Y10T  29/49339; Y10T 403/11; Y10T 403/50; F03D   1/06; F03D  80/00; F16B   5/0008; Y10T 403/75; F03D   1/0633; Y10S 403/15; F05B2230/604; F05B2240/221; F05B2240/302; F05B2240/40; Y10T 403/551
49396069,US19890296866,Apparatus for harvesting energy and other necessities of life at sea,"A vessel is provided, adapted for operating at the surface of the ocean, useful for a combination of functions, including providing food, fiber for clothing, living space, fresh water, transportation, and domestic energy for at least one person, as well as excess energy, food, fiber and fresh water for sale. The vessel comprises at least two hulls coupled with streamlined struts, the upper hull vertically aligned with the lower, the lower hull being fully submerged and the upper hull being fully unsubmerged, and both hulls having substantially the same volume. The vessel is stabilized by a combination of passive lift and stabilization surfaces while the vessel is in motion, and laterally mounted stabilization reservoirs for use when the vessel is not moving. The vessel is controlled and stabilized against wave-generated motion by a combination of actively controllable moveable surfaces, and is propelled by a sail and a water propellor. A combination of energy harvesting means is mounted on the vessel, including a sail augmented wind tubine, a water wave tubine, and a combination of concentrating and flat panel solar radiant energy collectors. Means is provided for converting the harvested energy into a storable form (hydrogen and oxygen) for later use or sale. Shelter is provided within the vessel for all daily living activities of an individual or a family. Means is provided for growing land food crops as well as sea food products for support of an individual or a family.",1989,B63B   1/107; B63H  21/12; Y02E  70/10; Y02T  70/58; B63H  19/02; Y02B  10/30; Y02T  90/46; F03B  13/18; F03B  13/184; B63B  39/06; B63B2035/4453; F05B2220/61; F05B2220/62; B63B   1/10; B63B  35/44; B63B2035/446; B63B2209/18; B63H  13/00; Y02T  70/59; B63B2035/4466; Y02B  10/70; Y02E  10/38; Y02T  70/5209; F03D   9/00; Y02A  20/144
49419542,US19890299791,Wind powered cleaning and polishing flap for boat rails,"This handrail polishing flap is designed to depend from boat handrails when the boat is not in use, so as to clean and polish the handrails by wind power only. Primarily, it consists of a panel with a bristled plastic strip in the longitudinal middle portion that contains a cleaning and polishing agent that engages with the handrail. Mating hook and loop pile fasteners are secured to the flap for holding it together on the handrail, and pockets are provided in the end portion that depends downward from the handrail, for returning the flap to its full downward position after each movement back and forth caused by the wind.",1989,B63B  17/04; B63B  59/06; A47L  25/00; B08B   1/00; B24D  99/00
49433002,US19940301493,Portable marine shelter,"A portable marine shelter that includes a frame assembly having two lower spaced apart longitudinally extending members, or float bars, and a flexible cover that fits over the frame assembly to provide an enclosure to store a boat and the like. A floatation system includes numerous sphere-shaped floats that are rotatably attached to the lower frame members, the floats are also free to move longitudinally along predetermined sections of the lower frame members. The floats are substantially equally distributed between the two lower members and along each individual member. The loosely attached floats enables the shelter to accommodate wave and wind generated motion without unduly stressing the frame assembly of the boat sheltered therein. The entire shelter is loosely attached to a dock and loosely anchored to the bottom of the lake, etc. to provide a structure that securely protects a boat yet is capable of being moved easily to different locations.",1994,B63B  35/44; E04H  15/36
49479223,US20060307323,Horizontal multi-blade wind turbine,"A blade system, has rows of blades extending radially outward along the length and around the circumference of a rotor of a low-profile ground-mounted wind turbine which is particularly suited for use in remote locations. The wind-engaging end of each blade is arc-shaped and is turned about 120 degrees to maximize efficiency. Preferably, two rotors having the unique blade system are connected to a single, centrally located generator, and the entire unit is mounted on a frame which is rotatable on wheels about a central shaft. Further, a circular track is provided in for engaging the wheels for ease of rotation of the unit either under the direction of a PLC or in yaw.",2006,F03D   3/02; F05B2240/941; F03D   3/002; F03D   3/04; F03D   3/0445; Y02E  10/74; B63H   1/06
49504418,US19810310492,Wave responsive generator,A wave responsive generator comprises a buoyant float having an outer fixed shaft downwardly depending from the float with an inner rotatable drive shaft movably mounted within the outer shaft. At the lower most portion of the shaft opposite the float is a turbine affixed to the inner drive shaft opposite the float. A plurality of reversible vanes are movably mounted on the turbine for transmitting rotational energy to the inner drive shaft responsive to either upward or downward motion of the shaft responsive to wave action on the float. An electric generator or alternator is mounted on the float and cooperates with the inner rotatable shaft to produce an electric current responsive to the rotation of the inner shaft.,1981,Y02E  10/38; F05B2210/18; Y02E  10/72; F03D   9/008; F03B  13/22; Y10S 416/04
49508568,US20020311074,Ice composite body and process for the construction thereof,"An ice composite body (10) has an inner ice core (11) and a protective outer armour shell (12). The outer armour shell (12) consists of a base section (13), side sections (14) and a separate top section (15), which is free to move vertically between the side sections (14). The inner ice core (11) is maintained in a frozen condition in use by refrigeration pipes (21), which are located at various levels therethrough. The inner ice core (11) is built up from thin layers of ice which are frozen one after the other. Following the freezing of each layer of ice the layer is rolled using a roller apparatus which provides a roller pressure in the range of 3.5 to 8 Newtons/mm<2>. The ice composite body (10) can be used in warm or cool waters for applications such as bridges, breakwaters, causeways, pontoons, artificial islands, dams, tidal barrages, wave power barrages, harbour walls, wind power farms or aircraft runways.",2002,E02B   3/06; E02B  17/02; F25C   1/08; E01D   1/00; B63B2231/64; B63B   5/00; B63B  35/34; B63B2231/76; E02D  27/06; E02B   3/062; Y02P  60/855; E02B  17/028
49613793,US20020323705,Wind turbine rotor blade comprising one or more means secured to the blade for changing the profile thereof depending on the atmospheric temperature,A wind turbine rotor blade ( 10 ) comprising one or more means ( 4 ) secured to the blade ( 10 ) for changing the profile thereof depending on the atmospheric temperature. The means comprises at least one laminate having at least two layers of materials with differing thermal expansion coefficients.,2002,F01D   5/147; F03D   1/06; Y02E  10/721; F03D   7/04; F05B2240/31; F01D   5/148; F03D   1/0641; F03D   7/0232; Y02E  10/723; B63H   1/26; F03D   7/02; F03D  11/00; F01D   5/14
49617535,US20050324189,Wind energy plant with marine life growth promoting structure,"The invention concerns a wind power installation, whether an offshore or an onshore wind power installation. An offshore wind power installation comprising an underwater construction which is externally provided with a structure which promotes a growth with marine fauna and flora for later harvest.",2005,Y02P  60/64; A01K  61/70; F05B2240/912; F05B2240/95; F03D  11/04; F03B  13/00; F03D  80/30; F03D  80/00; Y10S 415/905; F03D  11/00; Y02A  40/83; F03D  13/25; Y02E  10/727
49633844,US20060326228,Wind turbine blades and methods of attaching such blades to a hub,A wind turbine blade assembly is provided. The assembly includes at least one wind turbine blade. The blade includes a blade root portion. The assembly also includes at least one blade root hub fitting coupled to the blade root portion. The blade root hub fitting is configured to couple to a rotatable hub.,2006,F03D   1/0658; Y10T  29/49316; Y10T  29/49327; Y10T 403/553; Y10T  29/49332; Y02E  10/721; Y10T 403/551; F03D  11/00; Y10T  29/49337; B63H   1/26; F03D   1/06; F16B2200/506; Y10T  29/49339
49652952,US20060328625,Methods of making wind turbine rotor blades,"A method of manufacturing a root portion of a wind turbine blade includes, in an exemplary embodiment, providing an outer layer of reinforcing fibers including at least two woven mats of reinforcing fibers, providing an inner layer of reinforcing fibers including at least two woven mats of reinforcing fibers, and positioning at least two bands of reinforcing fibers between the inner and outer layers, with each band of reinforcing fibers including at least two woven mats of reinforcing fibers. The method further includes positioning a mat of randomly arranged reinforcing fibers between each pair of adjacent bands of reinforcing fibers, introducing a polymeric resin into the root potion of the wind turbine blade, infusing the resin through the outer layer, the inner layer, each band of reinforcing fibers, and each mat of random reinforcing fibers, and curing the resin to form the root portion of the wind turbine blade.",2006,B32B  27/306; B32B2260/046; B32B2262/101; B32B2603/00; B63H   1/26; F03D   1/065; F04D  29/38; B32B  27/38; B32B2262/105; B32B2262/106; Y02P  70/523; B29C  70/34; B32B2260/023; B32B2262/065; B29C  70/443; B29L2031/08; B29L2031/085; B32B2262/0269; B29C  70/36; B32B  27/36; Y02E  10/721; B32B   5/28; F05B2230/60; B32B   5/26; B32B2262/062
49667050,US19990330387,an improved vane system,An improved vane system comprising of two or more vanes being part of a spherical section related to a hub characterized in that an operative concave surface of the vane being part of the spherical section. An operative convex surface of the vane being part of a spherical section and the vane having an operative anterior lateral border with an operative posterior lateral border having a free superior tip and an inferior edge related to the hub by which the vane is angularly displaced around an axis being parallel to the velocity and the drift of the fluid.,1999,F01D   5/141; F03B   1/02; F03D   1/06; F03D   1/0608; Y02E  10/20; Y02E  10/721; F04D  29/30; F03B   1/00; F03B  17/00; F05B2250/241; F01D   5/14; F03D   3/06; F04D  29/384; Y02E  10/74; Y02T  50/673; F04D  29/242; F04D  29/32; B63H   1/26; F04D  29/24; F04D  29/324; F04D  29/38; Y02E  10/223; F03D   3/061
49734108,US20030338888,Wind turbine provided with a controller for adjusting active annular plane area and the operating method thereof,"A wind turbine which varies an active annular plane area by composing such that blades are attached to a cylindrical rotor movable in the radial direction of the rotor, the blades being reciprocated in the radial direction by means of a blade shifting mechanism connected to the root of each blade, or the blade itself is divided so that the outer one of the divided blade is movable in the radial direction. With the construction, the wind turbine can be operated with a maximum output within the range of evading fatigue failure of the blades and rotor by adjusting the active annular plane area in accordance with wind speed.",2003,F03D   7/02; Y10S 415/905; F03D   7/0236; F05B2240/3121; F05B2270/332; F03B  15/06; B63H   1/06; F03D   9/00; F05B2240/313; H02P   9/04; Y02E  10/723; B63H  11/00; F05B2270/32; Y02E  10/721
49774575,US20030342910,Mechanism for extendable rotor blades for power generating wind and ocean current turbines and means for counter-balancing the extendable rotor blade,A power generating system wherein a turbine is mounted on top of a tower or tethered underwater. The turbine includes a rotor having a main blade section connected to a rotor hub and an extender section. An adjusting device positions the extender section between a retracted position within the main blade section and to an extended position to expose more or less of the rotor to the fluid flow. The adjusting device includes a first web-engaging wheel anchored at a hub end of the main blade section and a second web-engaging wheel anchored at a distal end of the main blade section. A web is wound around the first and second web-engaging wheels. The extender section is attached to the web at a hub end of the extender section. A generator is connected to the turbine for generating electrical energy.,2003,F01D   7/00; F03D   1/00; Y02E  10/28; F03B  17/06; Y02E  10/72; F03B  17/061; F05B2240/97
49812291,US20060345034,Method for operating a wind park,"A wind park system is disclosed. Briefly described, one embodiment includes at least one wind power installation having a rotor; an electrical generator drivable by the rotor, such that the electrical generator is operable to deliver electrical power to an electrical network; and a control device operable to control at least a voltage and a current of the electrical power delivered into the electrical network, and operable to implement a phase angle change in dependence on a network voltage measured at least one location within the electrical network, wherein the phase angle determines the phase position between the current and the voltage of the electrical power delivered by the electrical generator.",2006,F03D   9/257; H02J   3/38; Y02E  10/725; B63H   1/06; F03D   7/02; F03D   7/0272; F03D   9/00; F03D   7/0284; H02P   9/00; F05B2270/335; Y02E  10/763; F03D   9/255; F05B2270/1033; F05B2270/337; H02J   3/386; Y02B  10/30; Y10T 307/724; F03D   7/00; F03D   7/048; F05B2270/304; G05D  11/00; F03D   7/04; H02P   9/04; Y02E  10/723
49916420,USD3508840,METHOD OF AND MACHINE FOR TRANSFORMING ENERGY IN FLUID MEDIA,NULL,1968,F03D   5/005; F04D  33/00; B63H   1/36; Y02E  10/70; B64C  33/00; F03D   5/00
49950108,US20060352777,Wind turbine rotor blade,A wind turbine rotor blade includes a pressure side sparcap having a carbon fiber reinforced section extending substantially a full longitudinal length of the pressure side sparcap and a suction side sparcap having a glass fiber reinforced section extending substantially a full longitudinal length of the suction side sparcap.,2006,B63H   1/26; F05B2280/6003; F03D   1/065; F05C2253/04; Y02E  10/721
50026703,US19990357130,Wind-powered air/water interface craft having various wing angles and configurations,"A wind powered air/water interface craft disposed in a mechanically simple configuration(s) with means for trimming and/or adjusting the area of the various air and water foil elements either independently or together or both. All of its structural elements are useful as lifting or driving surfaces or buoyant elements thereby minimizing parasitic drag and conflicting forces. In some configurations, free flight is also possible for brief periods of time or for longer periods in conditions where dynamic soaring is possible. The rig is able to develop vertical lift before necessarily having forward motion. Although similar in some configurations to a windsurfer, its operation is not dependent on the strength of the human operator, so that it has the capacity for power and payload greater than the strength and weight of the operator.",1999,B63B   1/12; B63B2001/145; B63H   9/06; B63B   1/125; B63H   9/061
50110698,US19820361863,Compact mist flow power generator,"An ocean thermal energy converter (OTEC) generates electricity from warm surface water in dropping 100 meters or so, and then raises it back to the surface using its own thermal energy in a large floating vacuum chamber. The mist flow process as described in U.S. Pat. No. 4,216,657 is employed to accelerate water droplets and water vapor upward from the bottom of the chamber under a pressure difference created by spraying cold water from lower ocean levels into the same chamber. The cold water is sprayed upward and parallel to the upper side walls of the chamber to control the flow of the warm droplets, as well as condense the vapor. This cold spray has too small an initial velocity to reach the top of the chamber, but receives momentum from the accelerated warm droplets. The warm water may be injected substantially vertically or alternatively at an angle inclined toward the axis of the chamber to assist in coalescing and concentrating the stream after the individual droplets have been accelerated upward.",1982,F16D  39/00; Y02E  10/34; F01K  27/00; F01K  27/005; F03G   7/04; F03D   5/04; F03G   7/05
50159894,US20060364616,Buoyant rotor,"A buoyancy means and apparatus for reducing friction in rotational devices, particularly electric generators and or turbines. This feature is critical in hydroelectric power plants and ocean energy projects where the rotating weights are significant. Flotation devices are affixed to rotational devices and submerged into a heavy fluid encased within a chamber that does not interfere with the normal operation of the said rotational device. Vibration is also reduced, allowing for more precise operation and a longer life cycle for moving parts.",2006,F05B2240/97; H02K   7/18; F03B  17/061; Y02E  10/28; F03D   3/04
50302294,US19200372709,Aerial propelling machine,NULL,1920,B64C  39/00; F03D   3/04; F03D   3/0445; Y02E  10/74; F03D   3/02; B63H   5/02; F05B2210/16; B64C  39/003; F03D   3/0472; B63H   1/04
50357550,US20060375817,Vortex shedding cyclical propeller,"A propeller having one or more blades eccentrically mounted to a shaft dynamically changes the blade pitch to produce free vortices in a fluid. For extracting energy from a moving fluid, the fluid flow acting on the blades rotates the propeller, while the pitch changes create a fluid flow pattern known as a von Karman vortex street. The resulting time averaged flow field distant from the propeller is a wake flow, and the energy of the fluid flow can be efficiently converted to rotation of a shaft driven device. For propulsion, applied shaft rotation and the dynamic pitch change in a fluid together create a flow pattern that is the inverse of the von Karman vortex street. For either energy extraction or propulsion, the propeller is particularly suited for low flow speeds, where the effects of low Reynolds number induced flow separation on blades may make other propellers inefficient.",2006,B63H   1/08; F03B  17/065; Y02E  10/74; B63H   1/04; Y02E  10/28; B64C  39/00; F03D   3/068; B64C  11/006; B63H   1/06
50420276,USD3793530,WIND TURBINE GENERATOR,"An electric energy generator driven by a wind actuated turbine rotor rotatably supported on a vertically disposed sleeve telescoped over and journaled on a rigid upright supporting post. The rotor includes a plurality of vertically disposed louvers capable of independent pivotal movement about a vertical axis at the inner edge thereof for orientation in radial relation to the rotational axis of the rotor or substantially tangential thereto so that wind will effectively drive the rotor. The rotor is also provided with lift wings on the upper surface thereof which may include stabilizers and shock absorbers fastened to the edge of the wings and the outer edge of the louver support to support part of the load as the rotor whirls in the air thereby providing a floating power device. A wing assembly, which may be hollow and filled with helium gas to reduce the load, is supported on the sleeve above the rotor and includes propeller assemblies mounted thereon to operate the rotor during periods of no wind or only a very slight wind. Governor control means is provided for selectively latching the louvers in tangential relation to the path of movement thereof to prevent the rotor from over-speeding during periods of high wind. Gear assemblies are provided for rotating generators to provide an electrical output that can be used for various purposes thereby utilizing the wind power to produce electrical energy that can be used for various purposes.",1972,F05B2220/706; F03D   3/067; F03D   3/06; F05B2260/72; Y02E  10/74
50465603,US20030384318,Offshore wind turbine with multiple wind rotors and floating system,"A wind energy conversion system optimized for offshore application. Each wind turbine includes a semi-submersible hull with ballast weight that is moveable to increase the system's stability. Each wind turbine has an array of rotors distributed on a tower to distribute weight and loads and to improve power production performance where windshear is high. As much of the equipment associated with each rotor as possible is located at the base of the tower to lower the metacentric height. The equipment that may be emplaced at the bottom of the tower could include a power electronic converter, a DC to AC converter, or the entire generator with a mechanical linkage transmitting power from each rotor to the base of the tower. Rather than transmitting electrical power back to shore, it is contemplated to create energy intensive hydrogen-based products at the base of the wind turbine. Alternatively, there could be a central factory ship that utilizes the power produced by a plurality of wind turbines to create a hydrogen-based fuel. The hydrogen based fuel is transported to land and sold into existing markets as a value-added 'green' product.",2003,F03D   9/255; B63B2035/446; F03B  13/00; F03D   1/02; F03D  11/04; F05B2240/95; H02P   9/04; F05B2220/62; Y02A  20/141; Y02E  10/727; F03D   9/00; Y02P  80/22; B63B   1/047; F03D  13/25; F05B2220/61; Y02E  10/723; Y02E  70/10; B63B  35/44; B63B2001/044; E02B2017/0091; F05B2240/93
50557764,US19950396101,Wind power machine,"A wind power machine that generates power or performs work by using the force of the wind. The wind power machine is more efficient in its rotational operation and can used in power generation, water pumping as well as any other application in creating wind power. It comprises an outer tower and a rotatable inner tower in which the outer tower is fixed and provided with flow guiding plates. The air flow is efficiently guided in and out of the tower through the flow guiding plates. The inner tower is movably mounted inside the outer tower, it is rotated by the air flow drawn in from the outside so that its supporting shaft can generate a twisting momentum for power generation. When a motor is used to rotate the inner tower, then the inner tower works as a circulating fan. This is characterized in that the angles of the flow guiding plates can be adjusted synchronously, moreover, V notches are provided on the flow guiding plates as well as the fan blades. The V blades function to guide the air flow and increase its pressure. By using the principle of magnetic repulsion from magnets having the same polarity, the inner tower can be movably mounted in a semi-floating state inside the outer tower. All of these serve to increase the efficiency of the rotation and enhance the application of wind power.",1995,F03D   9/25; Y02P  80/158; F03D   3/04; F03D  15/10; F03D   3/0418; F03D  80/00; Y02E  10/74
50585065,US20030399574,Wind farm,"An offshore wind farm comprises a plurality of wind turbines. In order to provide such a wind farm with transport between separate wind turbines that can be effected more safely and with less dependence on weather, cable connection is provided between the wind turbines of the wind farm, and a gondola is disposed on the cable connection to carry cargo or personnel from one wind turbine to another.",2003,F03D  80/50; Y02E  10/725; F03D   9/25; F03D   9/257; B61B   7/00; F03D  80/00; B61B  12/02; Y02P  70/523; F03D  13/25; H02P   9/00; Y02E  10/727; F05B2240/96; F05B2230/80; F05B2240/95
50659258,US20060409010,Vertical axis wind turbine rotor construction,"A Savonius vertical axis wind turbine (VAWT) rotor is easily and simply constructed while having enhanced functionality. The rotor includes a shaft that is vertical in use, a number (desirably at least four) of vane support hubs each having a number (desirably three) of at least partially curved spokes extending radially outwardly, and a number of vanes corresponding to the number of spokes. The vane support hubs are operatively connected directly to the shaft and spaced vertically from each other along the shaft to provide a plurality of sets of vertically spaced spokes. The vanes, one for each set of spokes, are operatively connected to the spokes to provide surface area for engaging wind and rotating the shaft when in use. Desirably the vane support hubs are operatively connected to the shaft using mechanical fasteners, and the vanes are connected to the spokes using mechanical fasteners. Structural end caps are not necessary, and therefore the rotor is devoid of them. The vane support hubs and spokes are desirably integral and made of metal or fiber reinforced plastic, and the vanes may be made of sheet metal. Further provided is a vane support assembly for a Savonius or open helix VAWT including a vane support hub defining an opening, a number of at least partially curved spokes integral with the vane support hub and extending radially outwardly, and an adaptation part of the hub which allows it to be operatively connected to a shaft extending through the opening. Also provided is a complete Savonius or open helix VAWT.",2006,B63H   9/00; B63H  13/00; F03D   9/00; Y02E  10/74; Y02T  70/58; F05B2250/25; B63H   1/26; F03D   3/005
50718961,US20060416604,SUBMERSIBLE ELECTRICAL POWER GENERATING PLANT,"A self-supporting, submersible generating plant for producing electricity from ocean currents, consisting of two counter-rotating, rear-facing turbines with a plurality of rotor blades extending radially outward from two separate horizontal axis that convey the kinetic energy from the two side-by-side, counter-rotating turbine rotors through separate gearboxes to separate generators that are housed in two watertight nacelles that are located sufficiently far apart to provide clearance for the turbine rotors. The two generators and their gearboxes serve as ballast and are located far below a streamlined buoyancy tank that extends fore and aft above and between them. A combination of a leverage system and a pressure-controlled system adjusts the hydrodynamic lifting forces to maintain constant depths. There are systems to purge the ballast water to facilitate the recovery of both individual submersible power plants and a group of many submersible power plants.",2006,F03B  13/10; F03B  17/061; F03D   9/00; H02P   9/04; Y02E  10/725; Y02P  80/158; F03B  13/264; F05B2240/95; F03B  13/00; Y02E  10/28; F03B  13/12; F05B2240/97
50737426,US19990418957,Variable pitch marine propeller,"A variable-pitch marine propeller system has a propeller unit for mounting on a drive shaft, and a power unit including a stationary annular hydraulic cylinder for operating the propeller unit, a hydraulic remote control unit being fluid-coupled to the power unit. The propeller unit is provided with a shear pin assembly that is serviceable for replacing sheared pins without removing the propeller unit from the drive shaft. An annular piston of the hydraulic cylinder is coupled to a ring-shaped actuator yoke by a roller thrust bearing, the actuator yoke axially displacing a mating yoke of the propeller unit with which the actuator yoke is allowed to rotate. The piston operates in a sealed environment for the exclusion of water from the separately sealed surfaces of the cylinder itself. In one configuration, the propeller unit is replaceable without disturbing the sealed environment of the annular piston. The control unit includes a hydraulic control cylinder that is operated by a threaded piston rod. In a preferred configuration of the control unit, the rod is a ballscrew having an antifriction ballnut fastened to the control piston, and the control unit can be provided with a position encoder. The control unit can also be motorized and equipped with a clutch control knob for manual operation with the motor decoupled.",1999,B63H   3/08; F03D   7/02
50738012,US19950419031,System and method for monitoring wind characteristics,"A system for investigating the variation of one or more wind characteristics within a volume over a given area comprises a plurality of detectors which output a data signal which is indicative of the value of a wind characteristic, the outputs of all the detectors deployed in the area are relayed to a central receiving unit which may include a recorder for recording the relayed data and may additionally provide a computer and a VDU for providing a real-time display of the data. Preferably each detector comprises a balloon or kite-like device each of which is tethered to one of a plurality of anchor points distributed around the area.",1995,F05B2270/321; G01P  13/00; F03D  11/00; F03D  17/00; G01P  13/0013; F05B2270/32; G01P   5/02; G01P   5/00; G01W   1/08; Y02A  90/14
50768916,US20060422966,Water turbine system and method of operation,"A system for providing electrical power from a current turbine is provided. The system includes a floatation device and a mooring. A water turbine structure is provided having an upper and lower portion wherein the lower portion includes a water fillable chamber. A plurality of cables are used to couple the system where a first cable couples the water turbine to the mooring and a second cable couples the floatation device to the first cable. The system is arranged to allow the turbine structure to be deployed and retrieved for service, repair, maintenance and redeployment.",2006,F03B  13/00; F03B  17/061; F03D   9/00; H02P   9/04; Y02E  10/725; Y02P  70/527; F03B  13/10; F05B2240/914; F05B2240/93; Y02E  10/28; F05B2240/917; H02P   9/00; F05B2230/80; F05B2240/97
50833018,US20060431179,Wind turbine,"A wind turbine including an open hub, foldable blades attached to the rim of the hub, and a mechanism for tilting the turbine is disclosed.",2006,F05B2260/74; F03D   3/04; F05B2240/33; F03D  15/10; B63H   1/06; F03D   1/04; F03D   1/0666; F03D  13/10; Y02E  10/721
50882338,US20060437531,Bearing-less floating wind turbine,A floating wind turbine in which a floating barge having a doughnut shape with an open center rigidly supports a plurality of airfoils such that a wind produces a rotation of the blades and the barge. The airfoil and barge assembly is connected to a rigid shaft that extends into a generator housing that houses a generator. Anti-rotation fins extend from the generator housing and into the water to limit rotation of the generator housing as the blades and barge rotates in the wind. Rotation of the rigid shaft due to the wind also rotates the generator shaft to produce electricity. The floating turbine supports the blades for rotation without the need for bearings so the turbine can be extremely large. The blades are supported by the floating barge so the blades can also be extremely large. The barge is doughnut shaped to limit viscous forces due to rotation of the barge within the water. A second floating wind turbine rotates within the first floating turbine but in an opposite direction. A generator includes an armature secured to the first floating turbine and a filed secured to the second floating turbine such that the generator has an effective rotation equal to the relative rotation of the two floating turbines.,2006,F03D   3/02; F03D   3/062; Y02B  10/30; F03B  13/00; Y02E  10/727; F03B  13/12; Y02E  10/38; Y02E  10/74; F03B  13/20; F03D  13/25; F03D  80/70; F05B2250/80; H02P   9/04; F05B2240/211; F03B  13/10; F05B2240/93; F03D   9/00; F03D   9/25
50883864,US19990437720,Apparatus for generating electricity from flowing fluids,"An apparatus for generating electricity from aeolian oscilaltions caused by the flow of a fluid such as wind or water. An immobile beam extends between two piers, and a movable vane is disposed around the beam in parallel relation thereto. The vane is generally tubular, having a generally cylindrical or foil-shaped cross section. The movement of a fluid, such as wind or deep ocean tidal flow, past the vane induces aeolian oscillation in the vane, so that the vane moves to-and-fro, with respect to the beam, in a direction generally perpendicular to the direction of fluid flow. Rods and a crankshaft may connect the vane to a generator mounted upon the beam, so that the movement of the vane is converted into electricity. Alternatively, electricity can be generated from the movement of the vane by a field coil on the vane inducing electrical current in induction wires mounted upon the immobile beam.",1999,F03D   5/00; F03B  17/06; F03G   7/08; Y02E  10/70; Y02E  10/28
50932405,US20030443961,Watercraft with vertically collapsible vertical axis wind turbine and propeller flexible drive shaft,"A vertically collapsible vertical axis wind turbine may be used on land, or on a watercraft (e.g. a multihull such as a catamaran). The turbine may include a substantially vertical shaft; at least two vane supports mounted by the shaft; and at least two vertically collapsible material vanes supported by the vane supports, so that the vanes are movable from a first operative position in which the vane material is substantially taut, to a second inoperative position in which the vane material collapses. The vane supports are positioned, and the vanes are constructed, so that the wind turbine preferably has a Savonius or an open helix configuration. When used on multihull watercraft a propulsion mechanism is mounted between two of the hulls, and there is an operative connection between the wind turbine shaft and the propulsion mechanism. The operative connection may be a flexible shaft having at least about a 70 (e.g. about 90) degree bend therein. The propulsion mechanism may be a horizontal large diameter propeller mounted so that during normal loading of the watercraft roughly half of the propeller is in water and roughly half is out of water. Optionally, at least some portions of the hulls which normally engage water are made of marine grade polyethylene, which has low friction.",2003,F05B2250/25; Y02T  70/58; Y02E  10/74; B63H  13/00; F03B  15/06; F03D   3/005; F03D   9/00
50936992,US20030444550,Ribbon drive pumping apparatus and method with added fluid,"A ribbon drive pumping apparatus and method for substantially incompressible fluids, such as liquids, is disclosed. The pump has an extended tube having an intake at a first end and an outlet at a second end. A ribbon formed of helical coils is mounted in the tube for rotation and the frequency of the coils decreases from the first end to the second end of the tube. Substantially incompressible fluid is collected at the first end, an axial component of velocity is increased via the rotating ribbon, and the substantially incompressible fluid is ejected from the second end to provide pumping of the liquid. Additional fluid is added to an interior portion of the pump, preferably to a low pressure region, for various purposes such as mixing, cavitation prevention, increased throughput, etc.",2003,F05D2240/243; B63H   1/16; B63H2001/122; B63H2001/165; F01D   1/38; F03B  17/061; F03D   9/00; F05B2250/25; B63H2001/127; B63J   3/04; F01D   5/00; F03B  17/06; F03D   3/00; F04D  29/18; Y02E  10/74; F03D   9/25; F04D  29/522; Y02P  80/158; B63H   1/12; F04D  29/181; F05B2240/243; F05D2240/40; B63H  11/08; B63J2003/046; F03B   3/04; F05B2240/40; Y02E  10/223; Y02E  10/28; Y02T  50/672; F03D   3/005; F04D   3/02; B63H2011/081; F04D  29/52; Y02T  70/70
50937025,US19820444554,Solar breeze power package and saucer ship,A solar breeze power package having versatile sail and windmast options useful both on land and sea and especially useful in the saucer ship type design. The Vertical Axis Wind Turbine (VAWT) of the several Darrieus designs in conjunction with roll-up or permanently mounted solar cells combine in a hybrid or are used separately to provide power to a battery bank or other storage device.,1982,F03D   9/32; Y10S 416/08; B63B2209/18; F03D   9/007; Y02E  10/727; F05B2240/95; B63H  21/17; H02S  10/12; B63B2209/20; B63H2021/171; F03D   9/25; F05B2240/93; F03D   9/11; F05B2220/61; F05B2220/708; B63B2015/0033; F03D   9/00; Y10S 136/291; B63H  21/12; F03D  13/20; F03D  13/25; Y02E  70/10; Y02T  70/5245; Y02T  70/5254
50967748,US20060448503,Tidal power generation,"A tidal power generator has a floating vessel hull that is subject to rising and falling water levels so that the hull moves vertically up and down. Linear-to-rotary converters are coupled between the vessel hull and a fixed object. The converters allow the hull to move vertically while constraining the horizontal movement of the hull. The converters convert the vertical movement of the hull into rotary movement, which is then used to drive an electrical generator. A harborage is provided to protect the hull and the converters and to regulate the water level for the vessel hull as well as become a fixed object relative to the vessel from which a change in relative position causes power to be developed. If the hull is subject to tidal variations, vertical movement of the hull can be desynchronized from the tidal variations so as to store energy during slack tides.",2006,Y02E  10/725; F03B  13/1815; Y02E  10/38; F03B  13/22; Y02E  10/28; H02P   9/04; F03D   9/00; F03B  13/00
50979765,US19820450057,Sail with air envelope and contour shaping parts,"A sail with a tubular portion is pulled over a mast and/or a stay of a sailing vessel. The tubular portion is inflatable through a sail mouth opening at the fore leech thus forming an air envelope of the sail due to the relative wind effects. A plurality of telescoping contour sleeves formed of a lightweight, floating, elastic material are arranged in the tubular portion and sheath the mast and/or stay as well as selected portions of the rigging. The formation of an air envelope from a part of the sail and the use of rotatable streamlined contour sleeves inhibit complete heeling over of the sailing vessel and simplify the erecting of surfboards and sailboats. The telescoping arrangement of the contour sleeves permits an alteration of the sail surface and the sheathing of the rigging further decreases the wind resistance leading to an increased speed capability without need for greater inclination of the vessel. Thus the sails are better able to utilize the wind energy.",1982,B63H   8/00; B63B  35/79; B63H   9/06; B63H   9/04
50987996,US19890451095,Noise reduction method,"When there is relative movement, at a speed above a critical value, between the trailing edge of a body, such as a hydrofoil or aerofoil section, and a fluid, the fluid flow tends to form a pattern of discrete swirling vortices. Vortex shedding at each side of the trailing edge alternately can cause resonance or 'singing' of the section. The effect of this phenomenon is reduced by forming contiguous triangular flat-faced notches in the major surfaces of the section, adjacent the trailing edge, but leaving the profile of the leading edge substantially undistrubed. The notches in one major surface are preferably staggered relative to those in the other major surface.",1989,F05D2250/183; B63H   1/15; F03D   1/06; F05D2240/122; F01D   5/145; Y02E  10/721; B63H   1/28; F01D   5/14; F05B2260/96; F05D2260/96; B63H   1/26; Y02T  50/673; F03D   1/0608
51011006,US19890454026,System for controlling the flow of a fluid medium relative to an object,A system for affecting the flow of a fluid medium relative to an object including a first plurality of surface deviations disposed on the surface of the object in contact with the fluid medium. The deviations are arranged into at least one predetermined pattern which includes a plurality of radially extending deviation sets. A second plurality of surface deviations are disposed on at least one of the first plurality of surface deviations. The second plurality of surface deviations are arranged in a second predetermined pattern which includes a plurality of radially extending deviation sets. The deviations may be indentations or projections from the surface.,1989,B64C  21/10; Y10T 137/8593; F03D   1/0608; Y02E  10/721; Y10S 415/914; F05B2250/15; F05B2250/25; Y02T  50/166; F03D   1/06; B63H   9/06; F05B2240/301; B64C  11/18
51026353,US19830456005,Plant for utilization of wind and waves,"PCT No. PCT/DE82/00086 Sec. 371 Date Jan. 7, 1983 Sec. 102(e) Date Jan. 7, 1983 PCT Filed Apr. 15, 1982 PCT Pub. No. WO82/03662 PCT Pub. Date Oct. 28, 1982.A plant for the combined utilization of energy from both wind and waves includes a plurality of fluid flow engines for utilizing both energies, and generating power therefrom. Each engine includes blades for making use of the energy of the wind, and a float for making use of the energy of the waves. The engines operate a common turbogenerator, and a floating carrier receives the turbogenerator. A low-loss power transmission is provided for transmitting power generated by the engines to the turbogenerator; it includes a pressure vessel adapted to store water under pressure to drive the turbogenerator, a conduit to pass the water under pressure to the vessel, and a pump driven by the engines to draw in the water from a water source, and to deliver it through the conduit to the vessel.",1983,F03D   1/02; F03D   9/00; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   3/04; Y02E  70/10; F03D   3/02; F03D   9/25; F03D   9/28; F05B2210/18; F05B2220/61; Y02E  10/72; Y02P  80/158; F03D   9/008; F03D  13/40; F03B  13/12
51057377,US19830460032,Traversing blade-rotary propeller,"A traversing blade rotary propeller useful as a propulsion system for various types of boats and aircraft or as a wind or water actuated turbine. A traversing blade rotary propeller of this type includes a stationary main shaft, a mount to which an end of the stationary main shaft is affixed, a central housing structured to carry a pair of alternately disposed, perpendicularly projecting radial arm shafts, and where the device is used as a propulsion system, power means for rotation of said central housing relative to the fixed axis formed by said stationary main shaft. A pair of propeller shafts extend perpendicularly from an end of each of said radial arm shafts, and flat propeller blades are attached to each. The inboard ends of each of the radial arm shafts are operatively engaged with the stationary main shaft, and the outboard ends are operatively engaged with the propeller shafts, as via gears such that rotation of the central housing produces rotation of the propeller shafts. The propeller shafts are mounted perpendicular to the radial arm shafts, and equally and oppositely deflected at an angle relative to a line passing parallel to the axes of the radial arms to perpendicularly intersect the stationary main shaft. During rotation the propeller blades maintain a fixed vertical (or horizontal) orientation while the outwardly faced edges thereof oscillate in equal and opposite directions, one counterbalancing the other, across the swath defined by the circle made by the path defined by the outer terminal ends of the radial arms which revolve about the stationary main shaft.",1983,F03D  15/10; B63H   1/14; B64C  11/46; Y02E  10/20; F03D  13/10; Y02E  10/72; F03B  17/00; F03D   3/02
51109871,US20030466821,Fluid machinery,"An object is to improve the durability of wings and suppress vibration of the wings and generation of noise. A fluid machine includes a rotatably supported wing support, and a plurality of wings ( 21 ) formed on the wing support at a plurality of circumferential locations and protruding radially outward. The wings ( 21 ) each include a first wing element extending radially outward from a first attachment position on the wing support, a second wing element extending radially outward from a second attachment position on the wing support, and a third wing element connecting the first and second wing elements. In this case, the first and second wing elements are formed in such a manner to protrude radially outward from the wing support, and are mutually connected by means of the third wing element. This structure prevents damage to the wings ( 21 ), which damage would otherwise occur, for example, upon reception of external force, and thus improves the durability of the wings ( 21 ). Further, since stresses imposed on the third wing element can be reduced, deflection of the wing ( 21 ) caused by variation in loads imposed on the first and second wing elements can be reduced.",2003,F01D   5/14; F05D2260/96; F04D  29/384; B63H   1/265; F03D   1/06; F04D  29/38; Y02E  10/721; F03D   1/0608; F05B2260/96
51141901,US19830470926,Wind driven device and method of recovering wind energy,"A wind driven device for driving an electrical generator to produce electricity having a base, an anchor pole stationarily affixed to the base, and a drive assembly support rotatably mounted around the anchor pole. A plurality of gears engage the lower portion of the drive assembly support. The device also includes an upper exterior wind column support and a lower exterior wind column support. A plurality of attachment beams are connected to the drive assembly. A plurality of wind panel support columns connect to at least one of the attachment beams and to the upper and lower exterior support. A plurality of wind panels pivotally engage the wind panel support columns and is responsive to the wind such that the force of the wind against the wind panel causes the drive assembly support and the attached gears to revolve to provide for a power take off from the revolving gears to drive the electrical generator. A mobile wind panel angle selection guide is positioned around the drive assembly support to permit operation of the wind driven device when the direction of the wind changes. A method of recovering wind energy to drive an electrical generator to produce electricity having the steps of positioning the mobile wind panel angle selection guide around the drive assembly. A plurality of wind panels is mounted to the drive assembly to be guided by the mobile wind panel angle selection guide such that the force of the wind against the guided wind panels rotates the drive assembly which in turn causes the connected gears to operate the electrical generator. The position of the mobile wind panel guide is subsequently adjusted such that the force of the wind against any particular wind panel is a maximum when the particular wind panel is in a predetermined position with respect to the mobile wind panel angle selection guide.",1983,F05B2260/72; Y02E  10/74; F03D   3/06; F03D   3/068; F05B2260/506; Y10S 416/06
51193321,US20040477530,Rotor and electrical generator,"A rotor for an electrical generator and a generator incorporating such a rotor, the rotor consisting of a central hub, a radially spaced concentric rim portion with rotor magnetic elements mounted upon it, and a plurality of elongate tension members extending generally between the hub and the rim, maintained substantially in tension so as to maintain the rim substantially in compression. The hub is rotatably driven by an axially spaced power drive means such as a wind or marine current turbine.",2004,H02K   7/18; H02K   1/30; H02K   7/08; H02K   7/1823; H02K  21/14; F03D   5/04; H02K   1/185; H02K   5/04; Y02E  10/725; H02K   7/085; H02K   7/1838; H02K   1/18
51199942,US20000478368,Motion converting unit,"The multi-functional motion converting unit can be compact, efficient and inexpensive. In the motion converting unit of the present invention, a holding member is provided in a plane. A swing fin is extended, from the holding member, in a direction perpendicular to the plane. The swing fin has a first face and a second face, which cross a swing direction of the swing fin. The faces are capable of guiding a flow of a fluid. A swing width of a free end of the swing fin is wider than that of a base end thereof when the holding member is moved in the direction parallel to the plane. Guiding means guides the movement of the swing fin with the holding member.",2000,Y02E  10/20; B63H   1/32; F04D  33/00; Y02E  10/28; F03B  17/00; F03D   5/06; Y02E  10/70
51208074,US20000479407,"Spinner with continuous 3-fold symmetry for multiple utilitarian, educational and ornamental uses","The Mamikon spinner is a continuous 3 twist, single surface, having threefold symmetry and dynamic properties. It spins with a slight flow of air in the direction of the axes, and when rotated about the axis of symmetry, it acts as a blade, propeller or fan, providing for a multiplicity of utilitarian, educational, entertainment and ornamental uses.",2000,A47G  33/08; F03D   1/0608; A47J  43/07; A63H  33/40; B44C   5/00; B44F   1/00; Y02E  10/721; A47G  33/0809; B44F   1/08; B63H   1/26; B63H   1/265; F03D   1/06; A47J  43/0722; F05B2250/33
51211638,US20000479872,Wind-powered air/water interface craft having various wing angles and configurations,"A wind powered air/water interface craft disposed in a mechanically simple configuration(s) with means for trimming and/or adjusting the area of the various air and water foil elements either independently or together or both. All of its structural elements are useful as lifting or-driving surfaces or buoyant elements thereby minimizing parasitic drag and conflicting forces. In some configurations, free flight is also possible for brief periods of time or for longer periods in conditions where dynamic soaring is possible. The rig is able to develop vertical lift before necessarily having forward motion. Although similar in some configurations to a windsurfer, its operation is not dependent on the strength of the human operator, so that it has the capacity for power and payload greater than the strength and weight of the operator. The triangle rig configuration of the invention may develop vertical lift, but may in some instances use vertical lift only to enhance dynamic stability of a displacement craft. A wide beam single hull ship uses triangle rig sails to augment the ship's engines.",2000,B63B2001/145; B63B   1/12; B63H   9/06; B63B   1/125; B63H   9/061
51230711,US20030482311,"Plant, generator and propeller element for generating energy from watercurrents","A plant, generator and rotating member for the production of power from currents in a body of water, comprising a fixedly mounted of floating structure, and a plurality of replaceable generator units ( 750 ) supported by the structure and which are driven by the water currents. The structure comprises arms ( 615, 720, 730 ). The rotating member ( 400 ) comprises a plurality of member sections ( 410 ) rotatably mounted on a shaft ( 405 ) between an end piece ( 407 ) and a tip ( 406 ). The generator comprises a contra-rotating rotor ( 550 ) and stator ( 800 ) connected to respective shafts ( 500, 820 ) and bearings, where the stator frame ( 800 ) is axially supported ( 810 ) on the first shaft ( 500 ) and the first shaft ( 500 ) at one end thereof is axially supported ( 810 ) on the stator frame. The generator according to the invention can be used for the production of electric power, and as an electromotor for the production of mechanical rotational energy.",2003,B63B  35/44; F05B2210/16; F02N  11/00; F03B  13/12; F03D   9/00; H02K  16/00; E02B2017/0091; F03B   1/02; F03B  13/26; F03B  17/06; F05B2260/72; F03B  13/10; H02K  16/005; H02P   9/00; Y02E  10/28; F03B   1/00; F05B2240/97; H02K   7/1823; Y02E  10/223; B63B2035/4466; F05B2240/40; H02K   7/18; F03B; F03B  11/00; F03B  17/061; Y02E  10/725; Y02E  10/38
51244083,US19900484042,Combined solar and wind powered generator with spiral surface pattern,"A combination solar and wind powered generator including a wind generator, responsive to the flow of air currents, for converting mechanical energy into electrical energy. The wind generator includes a plurality of air engaging vanes which are rotatably supported by the wind generator, and operative for intercepting the flow of air currents for producing mechanical energy. The wind generator also includes an electric generator apparatus coupled to the plurality of air engaging vanes, for transforming the mechanical energy into a first source of electrical energy. A plurality of light sensitive cells, disposed proximate the air engaging vanes, are adapted for transforming light energy into a second source of electrical energy. The air engaging vanes may includes a plurality of surface deviations for altering the flow of air currents intercepted by the vanes and for directing light energy onto the light sensitive cells.",1990,F03D   1/06; F03D   9/007; Y02E  10/725; B64C  21/10; F03D   9/25; F05B2240/301; F05B2250/25; Y02E  10/721; B63H   9/06; Y02T  50/166; B64C  11/18; F03D   1/0608; F05B2250/15
51253112,US20040485208,Propulsion linearizing mechanism,"A propulsion linearizing mechanism is provided for linearizing a fluid flow. The mechanism includes a frame having a cylindrical outer baffle which rotatably supports a plurality of propeller elements thereon. Each propeller element defines a respective sweep area as the propeller element is rotated which overlaps sweep areas of adjacent propeller elements. The outer baffle circumscribes an outer periphery of the collective sweep areas of the respective propeller elements. The propeller elements rotate in the same direction whereby forces of curvature flow of adjacent propeller elements substantially cancel one another to linearize fluid flow through the mechanism. Additional baffles and infills within the areas of non blade sweep may be provided for particular applications of the mechanism. In various applications, linear forces of vector flow are formed by integrating curvature forces of tangential flow and economy flow systems are established to increase force potentials on the planes of rotating propellers to provide the emission and induction flow with an insulation whereby fluid in the immediate vicinity of the mobile flow remains in an undisturbed static state. This allows a fluid propulsion assembly to be fitted with an outer utility mantle in the static zone of the field.",2004,F04D  29/52; B63H   1/16; B64C  11/46; F04D  25/16; F04D  25/166; B63H   1/28; B64C  11/00; F04D  25/02; B64C  29/00; B63H   5/08; B64C  11/001; F01D   1/20; B63H   1/14; B63H   1/38; F01D   1/24; F03D   1/02
51257773,US20060485805,Method of operating a wind turbine,"In a wind turbine and in a method of operating a wind turbine, the rotor speed and/or the generator power are reduced in response to variables exceeding predetermined values, the variables being one or more of wind direction relative to horizontal direction of main shaft of turbine, turbulence of the wind, or any other variable sensed by one or more sensors mounted on components of turbine.",2006,F03D   7/0264; F03D   9/00; F05B2270/334; H02P   9/04; Y02E  10/723; F05B2270/335; F03D   7/0276; F05B2270/3201; F05B2270/331; F03D   7/042; F05B2270/20; F05B2270/321; F05B2270/322; F05B2270/808; F03D   7/022; F05B2270/107; F05B2270/807; F03D   7/028; F03D   7/04; Y02E  10/726; F03D   7/0204; F05B2240/95; F05B2270/109; F05B2270/303
51283734,US20060489186,Method for operating a wind park,"A wind park system is disclosed. Briefly described, one embodiment comprises at least one wind power installation having a generator for the delivery of electrical power to an electrical network, characterized in that the power delivered to the network by the wind park is regulated or adjusted in dependence on the network frequency of the electrical network.",2006,F03D   7/0284; F03D   9/00; Y02E  10/725; H02J   3/386; H02P   9/00; F03D   9/255; F03D   7/0272; F05B2270/1033; F05B2270/337; Y02B  10/30; Y10T 307/724; F03D   7/04; F03D   7/048; F03D   9/257; F05B2270/335; H02J   3/38; B63H   1/06; F03D   7/02; Y02E  10/723; F03D   7/00; F05B2270/304; Y02E  10/763
51287259,US20050489642,Underwater ducted turbine,"An apparatus is disclosed for a turbine for generating electrical power from water or air flow comprising at least one rotor disk having a plurality of hydrofoil blades, a guide vanes, a cylindrical housing, and a generator means. A rim generator comprising a magnet race rotor rim and fixed stator coils in the housing is used. The apparatus is fitted with a screen to stop the ingress of debris and marine life, and a skirt augmenter device to reduce the Betz effect. The apparatus is preferably for sub-sea deployment and driven by tidal currents, but may be powered by river current or wave driven air or by wind. The apparatus may be deployed on at least one telescoping pole, tethered to the sea-bed and kept buoyant by buoyant concrete in the housing, inserted in a dam, under a barge or in a tidal power array.",2005,F03B  11/08; F03B  13/26; F03B  17/06; F05B2240/97; F03B   3/128; F03B  13/00; F05B2240/93; H02K   7/18; F03B   3/18; F03B  13/264; F03B  17/061; F05B2210/404; Y02E  10/223; F03B   3/12; F03D   1/00; F05B2210/16; H02P   9/04; F03B  13/08; F03B  13/083; F05B2220/7066; F05B2260/63; H02K  16/00; F03B   3/04; F05B2220/7068; F05B2240/133; F03B  13/10; Y02E  10/28
51296938,US20040490896,Method for operating a wind park,"Wind power installations were initially always erected in the form of individual units and it is only in recent years that, caused also by administrative and building regulations, wind power installations are frequently installed in wind parks. In that respect a wind park in its smallest unit is an arrangement of at least two wind power installations, but frequently markedly more. By way of example mention may be made of the wind park at Holtriem (East Frisia) where more than 50 wind power installations are set up in an array. It is to be expected that the number of units and also the installed power of the wind power installations will also increase greatly in the forthcoming years. In most cases the wind potential is at its greatest in regions of the power supply networks with a low level of short-circuit power and low population density. It is precisely there that the technical connection limits are quickly reached by the wind power installations, with the result that it is then no longer possible for further wind power installations to be set up at such sites. A method of operating a wind park comprising a plurality of wind power installations, wherein the wind park is connected to an electrical power supply network into which the electrical power produced by the wind park is fed and the wind park and/or at least one of the wind power installations of the wind park has a control input, by means of which the electrical power of the wind park or one or more individual wind power installation or installations can be set in a range of between 0 and 100% of the respective power to be made available, in particular the nominal power, and that there is provided a data processing apparatus which is connected to the control input and by means of which the setting value is set in the range of between 0 and 100%, depending on how great is the power that the overall wind park provides at its output for feeding into the energy network and wherein the operator (PSU) of the electrical supply network to which the wind park is connected can adjust the power delivered by the wind park by way of the control input.",2004,F03D   7/02; F03D   7/0272; H02J   3/38; B63H   1/06; F03D   7/00; F03D   9/255; F05B2270/337; Y02B  10/30; Y02E  10/763; F03D   7/04; F03D   7/048; F05B2270/1033; Y02E  10/723; Y02E  10/725; F03D   9/00; F03D   7/0284; F05B2270/304; Y10T 307/724; F03D   9/257; F05B2270/335; H02J   3/386; H02P   9/00
51361612,US19900499255,Wind-powered rotor,"PCT No. PCT/EP89/01103 Sec. 371 Date Aug. 3, 1990 Sec. 102(e) Date Aug. 3, 1990 PCT Filed Sep. 22, 1989 PCT Pub. No. WO90/04102 PCT Pub. Date Apr. 19, 1990.The present invention relates to a rotor driven by wind power with a vertical rotating axis and radial arms distributed at uniform angular intervals over its periphery which bear bodies with an aerodynamic profile such that one side of the profile exhibits a lower air resistance with a current at right angles than with a current from the opposite side. Known vertical rotors should be of simple construction and should be capable of being manufactured at low cost. At the same time their efficiency should be high enough for them to be used to generate wind power economically. To this end, the rotor of the generic type is improved such that the rotor arms consist of one or a plurality of loops in vertical planes with an aerodynamic profile, where the profile shape is maintained essentially uniform over the entire length of the loop.",1990,F03D   3/06; Y02E  10/74; F05B2240/212; B63H   1/26; F03D  11/00; F05B2240/213; B63H   1/265; F03D   3/061; F05B2240/214; Y10S 415/905; Y10S 415/907; Y02P  70/523
51375781,US20040501075,Wind power electric device and method,"A wind-power unit has a wind turbine has an electric generator connected to the wind turbine. The stator of the generator has a winding formed of a high-voltage cable having a core of conducting material, a first layer of semiconducting material surrounding the core, an insulating layer of solid material surrounding the first layer, and a second layer of semiconducting material surrounding th solid insulation. The wind turbine has a plurality of turbine blades running vertically and being connected to a turbine shaft. The generator is arranged at the lower end of the turbine shaft. A wind-power plant; the use of a wind-power unit; and a method of generating electric power are described.",2004,F03D   7/06; F03D   3/00; F05B2240/214; F05B2240/96; F03D   3/005; F05B2240/95; H02K   3/40; Y10S 174/20; Y02E  10/74
51402565,US20050504545,Wind energy turbine,"The invention relates to a wind turbine and to the installation of such a wind turbine, particularly offshore. When wind turbines are installed in the previously known manner, a tower of the wind turbine is firstly manufactured, said tower being a steel tower, a concrete tower or a lattice tower. After the tower has been erected, a machine house is mounted on the top of the tower and said machine house then consists of the entire nacelle, the generator, the rotor and other parts. Such a machine house with rotor blades attached thereto and a generator connected thereto is referred to in the following as a rotor unit. _The object of the present invention is to provide technical measures enabling the installation of offshore wind turbines in almost any weather, even when waves are small or moderate in height. _Wind turbine with a tower that receives a rotatably mounted support, wherein the support receives at least one and preferably a plurality of rotors that are in a plane offset from the tower, and the support is positioned such that the centre of the rotors is lower than the top of the tower.",2005,F03D   9/00; F03D  11/04; F03D  80/70; H02P   9/04; E02B2017/0091; F05B2240/95; F03D  13/20; F03D  13/25; Y02E  10/727; Y02P  70/523; F03D   1/02; F03D  80/50; F03D   1/00
51404425,US20060504784,Tidal turbine installation,"An apparatus for generating electric power in freely flowing rivers includes a housing formed of an outside housing ( 6 ) and an inside housing ( 7 ) having an outlet ( 10 ) formed as a suction pipe, with cavities ( 17 ) being provided between the outside housing ( 6 ) and the inside housing ( 7 ) in order to stabilize the apparatus close beneath the water surface, and with at least one turbine ( 12 ) arranged in the inside housing ( 7 ) which is flowed through axially and is connected with a generator ( 14 ), and with a traction means ( 2 ) for anchoring the apparatus. A robust apparatus which is especially protected against hazards caused by high water can be achieved in such a way that the traction means ( 2 ) is provided by at least one longer anchor cable ( 2 a), with the anchor cable ( 2 a) being anchored in the used position in an inclined manner in front of the apparatus in the ground of the river, and of at least one shorter rise-limiting cable ( 2 b).",2006,F03B  13/26; F05B2240/40; Y02E  10/38; F03D  11/04; H02P   9/04; F03B  17/06; F04D  29/60; F03B  13/00; F05B2240/97; Y02E  10/28
51445844,US19430510116,Centrifugally operated blade feathering device for propellers,NULL,1943,F05B2260/74; Y02E  10/723; B63H  13/00; F03D   7/0224; F05B2260/77; Y02T  70/58; F03D   7/02; F05B2260/75
51453456,US20050511095,Blade for a wind turbine and a method of assembling laminated profiles for a blade,"The invention relates to a blade for use on a wind turbine and a method of assembling laminated profiles ( 3, 5 ) for a blade for a wind turbine. The development towards increasingly larger blades requires, that the technology of manufacture is reviewed and novel methods applied, in particular with regard to aspects regarding strength and weight. It is an object of the invention to provide a blade that can be manufactured more accurately and with large uniformity with regard to strength, from blade to blade, and which is lighter than prior art blades. Novel aspects of the invention regards that the wing comprises a beam part ( 2 ) which comprises at least a first part ( 4 ) and at least a second part ( 6 ), said first part ( 4 ) comprising at least one body part ( 12 ) connected to at least one assembly face ( 10 ) and to at least one abutment flange ( 14 ) said second part ( 6 ) comprising at least one body part ( 18 ) connected to at least one assembly face ( 16 ) and to at least one abutment flange ( 20 ); wherein the parts ( 4, 6 ) are adjusted by use of means for height adjustment ( 8 ) and connected to each other at the assembly faces ( 10, 16 ); and wherein the laminated profiles ( 3, 5 ) are assembled around the beam part ( 2 ) and glued against respective abutment flanges ( 14, 20 ). Hereby it is obtained that the height of the beam part can be adjusted in accordance with the thickness of the laminated profiles, such that the glued joint reaches the desired thickness, thereby an amount of glue is saved, since extra dosage is avoided, whereby the blade becomes less expensive and lighter.",2005,F03D   1/06; Y02E  10/721; F05B2230/60; B63H   1/26; Y02P  70/523; F05B2280/6003; F03D   1/0675; F03D   3/06
51485442,US20050515234,Device for a wind power station placed in deep water,"A wind-driven power station mounted floating in deep water, comprising a machine house ( 8 ) including a generator (not s shown), regulating devices (not shown), rotor axle ( 9 ) and rotor blade ( 10 ), in which the machine house ( 8 ) is mounted at a tower ( 2 ) that mainly is floating in an upright position, and where the stability of the tower ( 2 ) is provided by means of ballast ( 5, 6 ) being placed in the lower part of the tower ( 2 ). The power station is kept in position and stabilized by means of anchor systems ( 12, 13, 14, 15 , alternatively 16, 17, 18 ).",2005,E02D  27/42; F03D   1/00; F03D   9/00; B63B2035/446; F03D  11/04; F05B2240/95; Y02E  10/725; B63B  21/50; B63B  35/4406; B63B  35/44; E02B2017/0091; E02D  27/425; F03D  13/22; Y02E  10/727; B63B2035/442; F03D  13/25; F03D  13/10
51497595,US20050516804,Rotor blade for a wind power plant,"The invention concerns a rotor blade of a wind power installation and a wind power installation. One advantage of the present invention is to provide a rotor blade having a rotor blade profile, and a wind power installation, which has better efficiency than hitherto. A rotor blade of a wind power installation, wherein the rotor blade has a thickness reserve approximately in the range of between 15% and 40%, preferably in the range of between about 23% and 28%, and wherein the greatest profile thickness is between about 20% and 45%, preferably between about 32% and 36%.",2005,F05B2240/30; F05B2250/70; Y10S 416/05; F03D  11/00; F03D   1/0641; B63H   1/06; Y02E  10/721; F03D   1/06
51497722,US20060516819,Shock absorbing device for watercraft propeller,"A shock absorbing device for a watercraft propeller is provided that can include an outer tube unitarily formed with blades of a propeller. An inner tube can be coupled with a propeller shaft. An intermediate tube can be positioned between the outer tube and the inner tube. A first damping means can be placed between the intermediate tube and the outer tube. A second damping means can be placed between the intermediate tube and the inner tube. One of the damping means can include a rubber damper interposed between the inner tube and the intermediate tube, and an engaging means for limiting an angle range in which the inner tube and the intermediate tube can be rotatable relative to each other to a predetermined angle range. The rubber damper can have a spring constant with which elastic deformation thereof begins at a moment that the propeller shaft initiates its rotation. The other damping means includes a torque limiter (tolerance rings 16) having a circumferential surface that slips against frictional resistance.",2006,B63H   1/15; F01D   5/18; F03B   3/12; B64C  11/24; F04D  13/02; B63H   1/20; F03D  11/02; F04D  29/38; B63H  21/30; B63H  23/34
51499613,US20050517068,Lightning protection means for a wind turbine,"A lightning protection device which is capable of avoiding electrical current, which is being induced in the blades of wind turbine, from being passed to parts of the wind turbine that may be damaged or destroyed by the electrical current. The electrical current is passed along by electrical conductors extending from the blades to a stationary part of the wind turbine. A flange for mounting the hub of the wind turbine to the main shaft is provided where the electrical conductors lead either through or past the mounting flange.",2005,F03D  11/00; B63H   1/20; Y02E  10/72; A47C   7/74; F03D  80/30
51504997,US19900517757,Drag reduction article,A conformable drag reduction article is provided having a patterned surface capable of reducing drag resistance by fluid flowing thereover.,1990,B62D  35/00; B63B   1/34; B64C2230/26; F15D   1/10; Y02T  50/166; Y10T 428/24612; Y10T 428/31786; F15D   1/004; F15D   1/12; B05D   1/42; B64C  21/10; B05D   3/067; B29C  59/022; Y02E  10/72; Y10T 428/24322; A41D2400/24; Y10T 428/2457; B05D   5/02; Y10T 428/2813; B29C  59/02; B63B   1/32
51531429,US19440521220,Batten,NULL,1944,F03D   1/06; Y02E  10/721; F03D   1/065; F05B2240/30; B63H   9/06; B63H   9/065
51543082,US20060522736,Wind blade spar cap and method of making,"A wind blade spar cap for strengthening a wind blade including an integral, unitary three-dimensional woven material having a first end and a second end, corresponding to a root end of the blade and a tip end of the blade, wherein the material tapers in width from the first to the second end while maintaining a constant thickness and decreasing weight therebetween, the cap being capable of being affixed to the blade for providing increased strength with controlled variation in weight from the root end to the tip end based upon the tapered width of the material thereof. The present inventions also include the method of making the wind blade spar cap and a wind blade including the wind blade spar cap.",2006,B63H   1/26; D03D  15/00; B29C  70/24; D03D  25/00; Y02P  70/523; D03D  25/005; B64C  27/46; F03D  11/00; B29L2031/085; D10B2101/12; D03D  15/0011
51549524,US19740523579,Electrical generating system,"An electrical generating system in which a hermetically sealed flotation sphere, preferably constructed of plastic, is anchored to a sea bed. The sphere carries a circumferential fender on the outside thereof in which is located a plurality of screws open to sea water which generate electricity from the action of ground swells. A wind turbine is mounted on top of the sphere for generating electricity from wind action and a solar generator is disposed directly beneath the wind turbine and on the upper surface of the sphere for generating energy from solar heat. An air compressor is disposed beneath the sphere for generating electricity from tidal action.",1974,F03B  13/10; F03D   9/007; F03G   6/00; Y02E  10/725; F05B2250/25; F03B  13/24; F03D   9/11; Y02E  10/38; F03D   9/02; F03D   9/25; F03D  13/25; Y02E  10/22; Y02E  10/465; Y02E  10/727
51606489,US20060530947,Method for adapting a wind energy installation to given wind conditions,"A method for operating a wind energy installation, in particular for adapting a wind energy installation (10) to given wind conditions, the wind energy installation (10) having a rotor (16), which can be driven by wind, with at least two rotor blades (20), whose respective angles of incidence of the wind can be adjusted by means of at least one adjustment device, and having a generator for converting the mechanical energy of the rotor (16) to electrical energy. During operation of the wind energy installation, parameters are measured with spatial and/or temporal resolution on the side of the wind energy installation (10) facing the wind, said parameters describing the wind conditions in the measurement region, preferably the wind speed and/or the wind direction. The wind parameters are measured at various vertical distances from the ground, namely various heights, and at horizontal distances from the rotor (16), which are selected such that the angles of incidence of the wind on the individual rotor blades (20) can be adapted in response to the measured wind parameters before the wind on which the wind parameters are based, in particular a wind front or a gust of wind, reaches the rotor (16). Values are predicted or calculated, in particular continuously or periodically, from the measured wind parameters-prognosis values-which describe wind conditions occurring in the future at the rotor blades for various heights. The angles of incidence of the wind on the individual rotor blades (20) are adjusted individually and independently of one another, preferably a plurality of times during a complete revolution of a rotor blade, depending on these predicted or calculated prognosis values at the various heights.",2006,F05B2240/95; F05B2270/20; F05B2270/32; F05B2270/806; F03D   7/0224; F05B2270/1033; F05B2260/821; F03D   7/028; F05B2270/404; G06F  19/00; Y02E  10/723; F03D   7/024; F03D   7/042; F03D   7/048; F03D   9/00; F05B2270/321; F05B2270/322; H02P   9/04
51613506,US20050531857,Mounting of offshore structures,"Offshore structures such as wind turbines, wave machines and tidal stream turbines are mounted in a previously located foundation including a socket. The foundation includes an upper body with a conical inner surface which acts as a guide for inserting a leading end of the structure into the socket. The conical surface also provides a reaction surface for setting the vertical alignment of the structure when inserted in the socket. Clamps are provided supported by an A frame for controlled lowering of the structure into the socket.",2005,E02B  17/02; F03D  13/22; B63B  35/003; E02B2017/0091; E02D  27/52; F05B2240/95; E02D  27/50; E02D  27/425; E02B2017/0047; F03D  13/10; E02D  27/42; E04H  12/22; F05B2230/6102; F05B2240/97; Y02E  10/727; E02B  17/00; E02B2017/0039; Y02P  70/523; B63B  27/08; E02B  17/027; E02B2017/0043; E04H  12/00; E04H  12/2269; F03D   1/00
51617648,US20030532393,Bearing housing,"The present invention provides a bearing housing (10) for accommodating a rotor shaft (33) of a wind turbine. The bearing housing includes a flange (12) for connecting the bearing housing to a main frame (30) of the wind turbine. The flange having a connecting surface (51, 52) to be attached to the main frame. Thereby, at least parts of the connecting surface, when seen from the top of the bearing housing, would be located below the rotor shaft.",2003,F03D  11/00; F16C  35/00; F05B2240/14; B63H   1/06; Y02E  10/72; F03D  80/70
51624736,US19830533334,Fluid responsive rotor generator,"The rotor generator includes an elongated generally cylindrically shaped framework. An elongated rotor is longitudinally aligned within the framework and is rotatably mounted therein. The rotor has a plurality of curved blades which are capable of causing rotation of the rotor when there is fluid flow, such as water or air current. The rotor has a magnetic characteristic which may be provided by attaching magnets to the rotor blades or magnetizing the blades themselves. A plurality of wires are mounted on the framework about the rotor so that when the rotor is rotated electrical current is induced in the wires. Apparatus is provided for collecting the induced electrical current so that the electrical current can be provided for power purposes, such as charging a battery. With this arrangement the rotor generator can be placed on the bottom of the ocean where there is current flow, and utilized for charging a battery which may in turn power oceanographic equipment.",1983,F03B  17/063; F05B2240/211; F03D   9/02; Y02E  10/28; F03B  17/06; Y10S 416/04
51645217,US20050535984,Windmill rotor comprising multiple separate wind channels,"Round honeycomb rotor for wind generators and most propellers has bent tubular trapezoids, two or more concentric tubular cylinders and a variable number of round bent tubular trapezoids. Both cylinders and trapezoids form modular trapezoidal tubes, which have large wind contact surfaces. The concentric tubular cylinders of the round panel have bent pieces fitted in between them whose function is to minimise wind exit and multiply wind contact surfaces in wind generators. As for propeller rotors the number of round bent tubular trapezoids gets multiplied as well as its wind contact surfaces, which results in the optimum use of most centrifugal propelling forces thanks to the reduction of wind entrance and the amplification of wind exit.",2005,B63H   7/02; F03D   1/06; Y02E  10/721; F03D   1/0608; B63H   1/16; F05B2240/33
51658363,US20050537730,Submerged run of river turbine,"The invention relates to a hydraulic power plant transforming hydraulic energy of a water flow by means of a hydraulic turbine. The inventive hydraulic turbine comprises a rotor, a generator and a float and is anchored in such a way that the rotor thereof is oriented in a direction of flow. In addition, said hydraulic turbine is floating under water surface and the float thereof is impinged upon by a gaseous medium or can be submerged.",2005,F03B  17/06; F03C   1/00; F05B2240/2022; Y02E  10/28; F05B2240/40; F03B  17/061; F03D  11/04
51659990,US20030537934,Method of operating a wind turbine,"A wind turbine has a generator ( 7 ) with a connected rotor ( 3 ) having a hub ( 4 ) and blades ( 5 ) rotatably connected to the hub for adjusting the pitch angle. In a method of operating such a wind turbine under climatic conditions, where there is a risk of icing on the blades and no or weak wind, the generator is used as a motor for driving the rotor and the pitch angle of the blades is adjusted to ensure that the resulting wind substantially hits the leading edge of the blades. It is thus ensured that any icing only occurs on the leading edge of the blades. Any ice formed may be removed by means of de-icing in a known manner.",2003,F03D  80/40; F03D  11/00; F03D   7/02; Y02E  10/723; B63H   1/06; F03D   7/00; F03D   7/0224
51671174,US20050539403,Method for realising a submerged floating foundation with blocked vertical thrust for the coordinated production of mariculture and electrical energy using wind in open sea conditions and submergeable floating foundation for carrying loads to be used in said method,"The invention refers to a novel submerged floating foundation body (6,13;16) which is mounted to the bottom (1) of the sea or a lake by cables or chains (3) and supporting a structure especially a wind turbine tower (10) below the wave motion area (8). It may have also a mariculture cage (7) on said floating body.",2005,Y02A  40/826; A01K  61/00; B63B  35/44; F05B2240/93; B63B2035/446; E02B2017/0091; E02D  27/425; F05B2240/95; Y02P  70/523; A01K  61/60; E02D  27/42; F03D   1/00; F03D  13/25; Y02E  10/727; Y02P  60/64; F03D  13/22; F04D  29/26
51684627,US20050541177,Wind generator of the type with automatic power regulation,"The invention relates to a wind generator of the type with automatic power regulation, comprising at least one propeller having at least two blades ( 21 ), whereby the efficiency of one propeller varies inversely to a variation in the wind energy, from a lower wind speed limit. The torque/speed characteristics of each propeller are determined such that the working point begins to move towards the areas of low aerodynamic efficiency when the wind speed approaches the value at which the generator reaches the maximum, safety-compliant power. The inventive wind generator is characterized in that it also comprises: at least one centrifugal counter weight system ( 24 ) which is arranged such as to reduce the pitch of at least one part of the blades when the speed of rotation is increasing; and at least one system comprising an end stop ( 30 ) and return ( 15 ) or compression ( 25 ) means which mechanically define the initial working pitch and the optimum working pitch up to the nominal speed. According to the invention, one part of the blades is pivot mounted to a shaft ( 23 ), thereby driving the end of at least one return spring ( 15 ) or compression spring ( 25 ) by means of at least one arm or lever ( 22 ) or similar device, said end maintaining the blade in contact with at least one fixed end stop element ( 30 ) defining the initial pitch.",2005,F03D  11/00; F05B2260/77; F03D   7/02; Y02E  10/723; B63H   1/06; F03D   7/0224
51684831,US20050541203,Wind turbine with floating foundation,"A floating foundation for wind turbines is disclosed, where the foundation essentially comprises at least three submerged buoyancy bodies connected to the lower end of the tower of the wind turbine at a common node member situated well above the surface of the sea. The buoyancy bodies are connected to the node member by means of relatively thin leg sections, whereby wave load on the foundation is reduced. By applying the foundation according to the present invention, stress concentrations and torques in the node member are reduced, whereby it becomes possible to apply a relatively lightweight and hence cheap node member. The overall weight of the construction is thereby reduced and hence the volume of the buoyancy bodies necessary to counteract the overall weight of the construction.",2005,B63B  35/44; E02B2017/0091; F05B2240/95; F03D   1/00; F03D  11/04; Y02E  10/727; B63B  35/00; F03D  13/25; F05B2240/93; B63B2035/446; F03D  13/22
51698742,US20040543020,Wind energy plant and method for use in erection of a wind energy plant,"The object of one aspect of the invention is to develop a method by means of which the erection of wind power installations can be effected even more advantageously but in particular also more quickly. A further aim of one aspect of the invention is to provide in particular a solution which is suitable for offshore wind power installations. According to one aspect, a wind power installation comprising a pylon which is based on a foundation and a power module, wherein the power module has at least one transformer, by means of which the electrical energy provided by the generator of the wind power installation is transformed to a medium voltage or a high voltage, wherein the power module also includes further units, by means of which the electrical energy produced by the generator of the wind power installation is controlled and/or supplied and/or converted, wherein the power module has a support which is placed on the foundation of the wind power installation, and the support accommodates the electrical devices of the power module such as for example the transformer and the width and/or length of the power module are less than the diameter of the pylon of the wind power installation in the foundation region, characterized in that the power module is accommodated by a container, wherein the wall of the container is disposed between the pylon wall and the power module.",2004,F03D  11/00; F05B2260/64; F03D  80/60; F05B2240/95; Y02P  70/523; F03D   1/00; F03D   9/25; F03D  13/22; F05B2230/60; F05B2240/14; Y02E  10/727; F03D  11/04; H02P   9/04; F03D  13/20; F03D  13/25; H01F  27/085; F03D   9/00; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; F03D  13/10
51720295,US20060545837,Wind turbine blade,"A wind turbine blade includes a drain comprising at least one bore formed on the surface of the blade and communicating with the interior of the blade, the bore being located at the root area. The bore is preferably from 8 mm to 15 mm wide. In blades having an internal strengthening structural member creating an enclosure, there is a bore on either side of the enclosure member. The bore is within 5 cm from the enclosure member.",2006,F05B2260/602; B63H   1/28; F03D  80/00; Y02E  10/721; F05B2240/30; F03D  11/00
51732205,US20000547410,Mainstay rig,"The mainstay rig is an improved standing rig system for wind-powered vehicles that travel on water, snow, ice, land, or rail. Mainstay rig uses a mast at a rake and uses a vertical mainstay to support mainsail luff, which gives less disturbance of airflow at mainsail luff and greater driving force. Mainstay rig can use jib-furling mechanisms for mainsail furling. Mainstay rig eliminates backstay and gives a greater choice of mainsail shape which allows more efficient energy extraction from wind because sails can be shaped with larger roach or be shaped closer to an ideal elliptical shape. Additionally, mainstay rig can use one shroud, which reduces windage.",2000,B63B  15/02; B63H   9/06
51736627,US20050547998,Locating bearing assembly for wind turbine gearbox shaft,"A locating bearing assembly (10) is provided that optimizes load distribution between bearing rows and for all rolling elements within the rows in either positive or negative torque conditions, by combining a single row tapered roller bearing with an angular contact ball bearing. The outer race (60) for the ball bearing is preloaded by a spring element (72) to prevent the balls (26) from floating freely between the ball bearing's inner and outer raceways (16, 64). This will insure that the balls (26) are always sufficiently loaded to roll along a single axis which is off set from the radial direction. The use of the single row tapered bearing and the preloaded angular contact ball bearing provides for a locating bearing assembly ('LBA') in which the ball bearing supports only reversing axial loads. All radial loads are borne by the tapered roller bearing and transmitted to the bearing assembly housing (30).",2005,F05B2240/50; F03D  11/02; F03D  15/10; F16C2360/31; F03D  11/00; F16C  19/543; F16C2361/61; F16H  57/021; F16H  57/02; F05B2260/4031; F16C  25/083; F16C  33/60; F16C  19/49; F16C  19/497; F16C  35/077; F03D  15/00; F16C  19/54; F03D  80/70; Y02E  10/722
51747523,US20040549417,Wind turbine,"A rotor for a wind turbine comprising a plurality of radial blades and a ring-shaped aerofoil diffuser connecting the outer tips of the blades. Also disclosed is a wind turbine comprising said rotor and further comprising a nacelle and a mounting means adapted to allow rotation of the turbine and rotor about a directional axis perpendicular to the rotational axis, thus allowing the turbine to be oriented in the optimum direction depending on wind conditions. A furling means is disclosed to effect a change in orientation depending on wind speeds.",2004,Y02B  10/70; F03D   9/00; F03D   9/18; F03D   9/11; F05B2260/96; B63H   7/02; F03B  15/06; F03D   1/04; F03D   7/00; F03D   9/22; Y02B  10/30; Y02E  10/721; Y02E  10/726; F05B2240/33; F03D   9/02; H02P   9/04; Y02E  10/725
51753927,US20050550253,Floating solar chimney,"A floating solar chimney includes several parts, e.g., the Main Chimney, the Heavy Base, and the Folding Lower Part. The main chimney includes cylindrical balloon rings full of non flammable light gas. The cylindrical balloon rings are tied with the help of supporting rings so that together they form one or more compact units of the main chimney. The compact parts of the main chimney are fastened on the heavy base. The successive compact parts are separated by separating rings filled with environmental air that can go in and out of the separating rings, so that the dynamic independence of the successive compact parts is ensured. The main chimney, which can float, is configured to sit on a chimney seat, and is connected to the heavy base. The lower part of the heavy base is fastened to the folding lower part. The air can enter and come out freely from the rings of folding lower part in order to enable the floating solar chimney to achieve any suitable decline as dictated by the exterior winds.",2005,F03D   1/04; F05B2240/131; F05B2240/922; F05B2240/93; E04H  12/28; F03G   6/045; Y02E  10/465; F03G   6/04; F24J   2/46
51784781,US20050554279,Wind power station,"An arrangement for a floating wind power station ( 1 ) tower ( 3 ) which floats in a substantially vertical position in that the effective centre of gravity of the tower ( 3 ) is below the centre of buoyancy of the tower ( 3 ), and wherein a machine house ( 13 ) including rotor ( 15 ) is non-rotatably connected to the tower ( 3 ) and the tower ( 3 ) is articulatedly connected to the seabed ( 5 ), wherein the tower ( 3 ) is rotatable about a tower axis of rotation ( 29 ) in that lower part ( 21 ) of the tower ( 3 ) is provided with a swivel joint ( 27 a or 27 b) that is designed to essentially absorb vertical tensile forces.",2005,F05B2240/95; B63B  35/4406; F03D   1/00; E02B2017/0091; Y02E  10/727; F01D   5/04; Y02B  10/30; B63B  35/44; F05B2240/93; F03D  11/04; F03D  13/25
51824679,US20060559506,Electrical machine with double-sided stator,"A machine useful for ship propulsion purposes includes a ship propulsion motor with two concentric air gaps. In one embodiment, the machine includes a rotor with an inner rotor core and an outer rotor core; and a double-sided stator with an inner stator side and an outer stator side. The double-sided stator is concentrically disposed between the inner rotor core and the outer rotor core.",2006,H02K   1/20; H02K   7/1838; H02K  21/12; Y02E  10/725; H02K   5/20; H02K  16/02; H02K   1/146; B63H  21/17
51840249,US19750561553,Wind driven mechanical drive,A mechanical drive actuated by wind has propellers rotatably mounted on a vertical standard which is rotatably fastened to the deck of a ship. The rotational force of the propellers is transmitted by a series of shafts to drive the ship's screw. The vertical standard may be rotated to take full advantage of the prevailing winds.,1975,B63H  13/00; Y02T  70/58; F03D   1/00; Y02E  10/72
51857311,US20060563783,Turbine exhaust strut airfoil profile,"A turbine exhaust thin strut includes an airfoil section having a profile substantially in accordance with at least an intermediate portion of the Cartesian coordinate values of X, Y and Z set forth in Table 2. The X and Y values are distances, which when smoothly connected by an appropriate continuing curve, define airfoil profile sections at each distance Z. The profile sections at each distance Z are joined smoothly to one another to form a complete airfoil shape.",2006,B64C  27/46; F01D   5/141; F01D   5/14; F03D  11/02; F05D2240/301; B63H   1/26; F04D  29/38; B63H   7/02; F05D2250/74; B64C  11/16; F03B   7/00
51857451,US20040563802,Device for interacting with a fluid moving relative to the device and vehicle including such a device,A device ( 10 ) for interacting with a fluid ( 12 ) moving relative to the device. The device comprises a body with an axis of rotation ( 22 ) and a periphery ( 24 ). The body is rotatable about the axis of rotation. The device also comprises a plurality of vanes ( 16 i) associated with the body. Each one of the plurality of vanes is movable between an extended position relative to the periphery of the body and a retracted position relative to the periphery of the body. The device further comprises a control mechanism ( 18 ) coupled to the plurality of vanes for selectively moving each one of the plurality of vanes between the extended position and the retracted position during rotation of the body. A vehicle and a stationary energy generator including a device as described above are also provided.,2004,F03D   3/068; F05B2240/92; F01B  23/00; F03D   3/04; F05B2240/2021; F05B2240/313; B60L   8/006; F03B  17/067; F03D   3/067; F03D   9/25; F05B2240/941; B60L   8/00; F03D   3/06; F03D   9/32; F03D  11/04; F03D  13/20; F05B2240/931; Y02E  10/727; Y02E  10/74; F01B  23/02; B60K  16/00; F03B  17/06; B60K2016/006; F03D   3/00; Y02T  10/7083; F03D   3/002; Y02E  10/28; Y02T  10/90
51883181,US20040567186,Bearing structure,"The present invention concerns a bearing structure for a composite structure rotor blade having fiber strands which extend along the length of the rotor blade. Prefabricated, stiff components are provided in the composite structure. The invention further concerns a process for the production of a shaped body, in particular a rotor blade, of a fiber composite structure, comprising the following steps: producing shells forming the outer contour of the shaped body, producing bearing structures of fiber strands of predetermined length which are impregnated with a hardening composite material, and transporting the bearing structure into the shells. Therefore the object of the present invention is to develop a process of the above-defined kind in such a way that the exothermic reaction is restricted and the risk of undulations is reduced.",2004,B29D  99/00; F03D   1/0675; B63H   1/26; B64C  27/473; F01D   5/14; F03D   1/06; F03D   1/065; Y02E  10/721; B29C  70/86; Y02P  70/523; B29L2031/08
51898806,US20040569282,Wind turbine for use offshore,"A procedure and a device in connection with the use of a wind turbine offshore, including a wind turbine ( 2 ) connected via a shaft to a generator ( 3 ), which is rotationally mounted on a tower ( 4 ), and a foundation underneath in the form of a float ( 6 ) on which the tower ( 4 ) is mounted. The float is anchored so that it can move freely in the vertical plane via an anchor or a mooring in the form of mooring lines, hinges or tethers ( 7 ). As a consequence of the effect of the waves on the float, the motion of the wind turbine will act as a damping mechanism on the motion and thus extract energy from the waves. The wind turbine's resonance period can be adjusted by adjusting the platform's center of gravity and/or the tension in the anchor with which the wind turbine is attached to the sea bed.",2004,F03D   9/00; F03D; F03D   1/00; Y02E  10/38; B63B  21/502; B63B2035/446; F05B2240/93; F03D  11/04; H02P   9/04; E02B2017/0091; F05B2240/95; F03D  13/25; Y02E  10/727; B63B  21/50
51920701,US20060572293,"Method of lightning-proofing a blade for a wind-energy plant, a lightning-proofed blade and a wind-energy plant comprising such blade","The invention relates to a method of lightning-proofing a blade (1) on a wind-energy plant, which blade comprises a blade shell (2) configured essentially as a fiber-reinforced laminate, which laminate comprises electrically conductive fibers, wherein the blade comprises at least one lightning arrester (9) configured for conducting lightning current, including preferably to ground. The method comprises that the electrically conductive fibers are connected to each other, and that at least one metallic receptor (4, 24, 25) is arranged for capturing lightning current at or in proximity of the external face of the blade; and that the receptor and the fibers are connected to the lightning arrester for equalizing the difference in potential between the lightning arrester and the electrically conductive fibers. When the electrically conductive fibers are connected to each other, the fibers will cooperate on the conduction of a possible lightning current to prevent the current from running in individual fibers. Simultaneously the metallic receptor will serve as the primary lightning capturing device and reduce the risk of lightning striking the laminate. The receptor being connected to the lightning arrester, the current will predominately be conducted to ground, while the risk of transfer to the laminate is minimized in that a possible difference in potential between fibers and lightning arrester has been equalized.",2006,F03D  11/00; H02G  13/00; B63H   1/26; F03D  80/30; Y02E  10/72; H02G  13/40; H02G  13/80
51924304,US20070572775,Mechanical emergency brake for wind turbines and method for operating same,"A mechanical emergency brake for a wind turbine is provided, said mechanical emergency brake comprising a spiral spring with a loop at its outer end, a cassette for accommodating said spring and a casing for receiving said cassette and said spring, wherein said casing comprises a retention pin to which the loop of the spring can be fixed.",2007,Y02E  10/723; B63H   1/06; F03D   7/02; F03D  11/02; F05B2260/76; F03D   7/0224; F03D   7/00; F03D   7/0248; F05B2260/75
51946576,US20050575819,"Method for operating a device to vary a blade setting angle, and a varying device","A method for operating a device to vary a blade setting angle on a rotor blade of a wind power plant, comprising two variable drives each per rotor blade, a bearing element acting between the rotor blade and rotor hub which has a freely rotatable bearing ring, wherein the method has the following process steps: setting the bearing ring into a permanent rotation by a first drive, and adjusting the setting angle of the rotor blade by a second drive.",2005,F05B2260/79; Y02E  10/721; B63H   3/00; F05B2260/71; F03D   7/02; F03D   7/0224; F03D   1/0658; Y02E  10/723
51950001,US20050576293,Wave activated power generation device and wave activated power generation plant,"A wave activated power generation device includes a cylindrical floating body anchored on water and extending vertically to a water surface, a ballast provided at a lower end portion of the floating body, and a power generating equipment provided at an upper end portion of the floating body. The floating body includes a buoyancy control chamber allowing the floating body to vertically float in the water and adjusting a position of the floating body relative to the water surface to a predetermined height in accordance with a relation between buoyancy of the floating body and weight of the ballast, and an air chamber formed between the buoyancy control chamber and the power generating equipment. The power generating equipment includes an air turbine provided above the air chamber and driven by air flow generated between an inside and outside of the air chamber by vertical motion of the water surface, and a generator rotationally driven by the air turbine. Furthermore, a wave activated power generation plant includes the coupled plural wave activated power generation devices upon request.",2005,Y02E  10/38; F03B  13/12; F03B  13/24; F03D   9/00; F03B  13/142; Y02E  10/725; F03D   9/02; Y02E  10/32
51951090,US19900576442,"ROTARY MACHINE WITH NON-POSITIVE DISPLACEMENT USABLE AS A PUMP, COMPRESSOR, PROPULSOR, GENERATOR OR DRIVE TURBINE","PCT No. PCT/FR89/00119 Sec. 371 Date Sep. 10, 1990 Sec. 102(e) Date Sep. 10, 1990 PCT Filed Mar. 17, 1989 PCT Pub. No. WO89/09342 PCT Pub. Date Oct. 5, 1989.A rotary machine, having non-positive, displacement, which can be used as a pump, compressor, generator or drive turbine wherein the rotor is form by a particular combination of paddles and blades which improves fluid flow through the rotary machine. The paddle and blade configuration of the rotor utilizes the Archimedes screw principal to enhance the fluid flow characteristics and resist cavitation in the rotor chamber.",1990,F03B   3/12; F04D  29/183; B63H   1/14; F01D   1/00; F04D  29/44; B64C  11/005; F04D   1/04; B64C  11/00; F05B2240/243; Y02E  10/223; F04D   3/00; F05B2250/25; F04D   1/00; F05B2250/232; Y02E  10/721; F04D  29/18; B63H   5/14; F03D   1/06; F03D   1/0608
51952252,US20060576603,Device for deriving energy from moving fluids,"A system for energy exploitation of fluvial currents, onto bridges (P) or onto special structures, and for the collection of altitude water to be used as potential energy, and for the application to bi-directional or multi-directional marine and wind currents comprising:-a plurality of floats ( 1 ) for the controlled immersion of turbines ( 4 );-a plurality of hooking rods ( 2 ) for installation; -a plurality of electric turbines ( 4 ) with protection grates ( 5 ) and baffles ( 6 );-a plurality of underground downflow channels ( 7 ) for the elimination of flood;-a plurality of devices for pumping the water into basins or storage reservoirs;-a plurality of structures ( 14, 15 ) shaped for the exploitation of bidirectional wind or submarine currents;-a plurality of structures ( 18 ) shaped for the energy exploitation of multi-directional wind or submarine currents.",2006,F03B  17/06; F03D   3/04; F03B  13/264; F03B  13/26; F05B2240/911; F05B2240/93; Y02E  10/28; F03B  13/00; F03B  17/062; F03B  13/08; F05B2240/932; H02P   9/04
51967463,US20040578703,Access method between marine structures and apparatus,"Access means are provided for accessing a fixed offshore structure such as a wind turbine (70), larger vessel or the like form a smaller transfer vessel (50), or for providing for transfer between vessels One or more guide wires (12) are connected from the vessel (50) to the fixed structure (70) or second vessel and placed in tension such as by directing the transfer vessel away from the fixed structure. In one embodiment, inflatable, members are suspendable from the guide wires and inflation of the inflatable members causes them to extend along the guide wires to form an access surface (56) across which personnel may walk to access the fixed structure or second vessel from the first vessel Mounting means are also provided which accommodate relative rotational, translational and pitching movement of the apparatus and vessel, caused by wave motion. In another embodiment, a bridge member is retained on a runway of the first vessel and deployed using said guide wires (12).",2004,B63B  17/00; B63B  27/18; E01D  15/00; B63B2027/141; B63B  27/14
51968368,US20050578825,Watercraft comprising a free-flying kite-type wind-attacked element as a wind-powered drive unit,"Disclosed is a wind-powered watercraft in which a free-flying kite-type wind-attacked element that is provided with a profiled wing and is used as the exclusive, an auxiliary, or an emergency drive unit is connected to the vessel only via one traction rope, said traction rope optionally fanning out into a number of holding ropes. The wind-attacked element can be modified via at least one active drive element that is disposed thereupon and is effectively connected thereto by modifying the aerodynamic effect thereof in order to be guided into a given position relative to the watercraft or to dynamically maneuver.",2005,G01C  21/00; H02K   7/18; B63H   9/06; B63H   9/069; B63H   9/072; G05D   1/00; G06F  19/00; B63B  35/00; B63H   9/04
51991097,US19960581870,Parallel fluid flow wind and water mills,"A parallel fluid flow wind or water mill having one or more pair of vanes fixed around a central mass. The vanes showing in cross section a non-aerodynamic face having a plane or concave surface, and a aerodynamic back side are constructed to rotate in a plane parallel to the flow of the fluid in which they operate.",1996,F05B2210/18; F05B2240/216; Y02T  70/59; F05B2210/16; B63H   9/00; B63H  19/04; Y02E  10/74; B64B   1/50; F03D   3/061; F03D   3/06
52006770,US19750583968,Energy storage system,"A system and apparatus for the storage of energy generated by natural elements. Energy from natural elements such as from the sun, wind, tide, waves, and the like, is converted into potential energy in the form of air under pressure which is stored in a large, subterranean cell. Machines of known types such as windmills are driven by natural elements to operate air compressors. Air compressors pump the air under pressure to the storage cell. Air entering the storage cell displaces water from the cell which returns to a water reservoir as an ocean or a lake. Water locks the air in the storage cell. The stored compressed air is available upon demand to perform a work function as driving an air turbine to operate an electric generator.",1975,F03D   9/02; F03D   9/17; F03D   9/00; F03D   9/14; F05B2210/18; Y02E  10/72; Y02E  60/15; Y02E  60/17; F05B2210/16; F03D   9/28; F03D   9/10
52016739,US19750585339,Variable pitch impeller,"A system is provided to adjust the operating angle of attack of a variable pitch impeller blade in response to different conditions. The impeller blade is pivotally mounted around a pivot axis and a small control surface attached to the blade provides a turning moment around the pivot axis to oppose a similar moment provided by the lift component of the blade. The operating angle of attack of the blade is determined by the angle at which the moment from the control surface tapers off as it approaches stall range, thus equalizing the moment from the impeller blade.",1975,B63H   3/002; F03D   7/0224; F04D  29/366; F01D   7/02; F05B2260/74; F05D2260/75; F04D  15/00; F03D   7/02; F05D2260/74; Y02E  10/723; F04D  29/36; F05B2260/75; F05B2260/78; B63H   3/00; B63H   3/008; F04D  15/0055; F05D2260/78
52029599,US20060587134,Blade for a wind energy plant comprising segmented conductor means for conducting lightning,"A method of manufacturing a fiber-reinforced blade for a wind energy plant is presented, which blade is configured with at least a blade shell and means for conducting to a lightning current to an earth connection. Novel aspects of the method comprise that the blade is provided with segmented conductor means that are configured for conducting a lightning current outside the blade to the means for conducting to earth; and wherein the conductor means are distributed and secured at the external surface of the blade shell in such a manner that the conductor means are essentially flush with the external surface of the blade shell. When the segmented conductor means are distributed and attached at the external surface of the blade shell, the lightning current will not have to be conducted through the conductor means, but rather they are conducted in a ionised passage in the air above the conductor means.",2006,F03D   3/00; H01Q   1/42; Y10T  29/49117; F03D  80/30; H01Q   1/28; B63H   7/02; B64D  45/02; Y02E  10/721; F03D  11/00; H01Q   1/287; H01Q   1/40; H01Q   1/50; H02G  13/80; Y02P  70/523; Y10T  29/49993; H02G  13/00; H02H   1/00; F03D   1/0675; Y10T  29/49336
52045391,US19750589268,Bearing ring for blade of a controllable pitch propeller,"In a controllable pitch propeller assembly, a threaded and split bearing ring engages an internally threaded radial bore in the hub of the assembly. A plug for expanding the bearing ring is provided to interlock the threads of the ring with those of the radial bore in the hub.",1975,B63H   3/08; F01D   7/00; Y02E  10/721; B64C  11/38; B64C  11/04; B63H   3/00; F05D2260/74; B64C  11/32; F05D2260/76
52072143,US20060592851,Asymmetrically changing rotating blade shape (ACRBS) propeller and its airplane and wind turbine applications,A propeller includes a plurality of propeller blades. Each blade has an adjustable drag coefficient. A plurality of actuators adjusts the drag coefficients of the propeller blades. A controlling unit controls the plurality of actuators such that the drag coefficients of each propeller blade is adjusted according to a pattern that is dependent upon the rotational angle of the particular propeller blade so that the drag of each propeller blade is maximized at the same point through a course of revolution and minimized throughout the remainder of that revolution.,2006,Y02B  10/30; B64C  11/30; B64C  27/59; F03D   7/06; Y02E  10/74; B63H   3/00; F03D   3/02; F03D   3/068; F04D  29/36; F05B2260/4031; B64C  11/00; F04D  29/281; F05B2240/218
52084608,US19750594538,Marine outboard gear assembly,"The invention contemplates a marine outboard gear assembly, usable in an outboard motor or an inboard-outboard drive, and featuring (a) constant drive of the meshing gears which transfer power to the propeller-shaft axis, and (b) selective spring-clutching direct to the propeller shaft, thereby (c) utilizing the meshing gears for lubricant circulation as long as the engine is operating and whether or not the clutch is engaged and (d) reducing to an absolute minimum the drag and inertial effects operative upon the propeller shaft when the boat is moving in the declutched condition, i.e., propeller windmilling. Also featured is a particular subassembly of gear and clutch parts on the propeller shaft whereby desired axial clearance can be readily pre-adjusted and selected, prior to assembly to the gear case.",1975,B63H  20/14; Y10T  74/19665; B63H  23/30; B63H  23/04; F16H  57/04
52084983,US20060594588,Fastening arrangement of a pipe on a circumferential surface,"The invention relates to a fastening arrangement of a pipe, which is coaxial to a longitudinal axis, on a shaft step, which is rotatably mounted around the longitudinal axis, for connecting of the two component parts, with a coaxial circumferential surface located on the shaft step, upon which circumferential surface at least partially lies the inner side of the pipe end which faces the shaft step. In order to disclose the creation of a fastening arrangement which is especially simple and inexpensive to manufacture and also free of wear during operation, it is proposed that the pipe end has notches distributed over the circumference, and an encompassing annular slot on the inner side of the pipe in the region of the notches, with a sleeve which is installed in the annular slot, covers the notches, and at least partially lies on the circumferential surface of the shaft step.",2006,F05D2240/55; F05D2250/182; F16L  21/06; B63H   1/28; B64C  11/14; F01D   5/00; F01D   5/081; B64C  27/32; F03B  11/00; F03D  11/00; F04D  29/00; B63H  15/00; B63H   5/00; B63H   7/00; F05D2260/30; F16L  41/001; F03B   1/02; F05D2230/642; B63H  13/00; F01D  25/00
52124020,US20050599965,Flow-controlled wind rotor,"A flow-controlled wind motor rotor has one or more blades which are parallel to a central vertical axis. The blades are orientable to the direction of the wind. The rotor is equipped with a wind vane for detecting of a wind direction and also with a primary control mechanism which is controlled by the wind vane, and a secondary control mechanism, which is subordinate to the first control mechanism. The primary control mechanism is driven by a V-belt, while the secondary control mechanism is driven by a stepping engine with a worm gear.",2005,F03D   3/005; Y02E  10/74; F05B2260/79; F03B  13/18; F03D   3/068; F05B2240/214; Y02E  10/38; B63H   1/06; F03B  17/062; F03B  17/065; F03D   3/06; F05B2260/72; Y02E  10/28; F03B  17/06; F03B  17/067
52179197,US19840607386,Apparatus for producing a force when in a moving fluid,"A device for producing a force when in a moving fluid, such as air or water, and a method for using said device. The device may be placed in a fluid moving in a first direction for producing a force in a second direction, which is substantially transverse with respect to the first direction. The device avoids the use of large sail areas needed where the force derived from wind is proportional to said area. The device according to the invention comprises an elongated body having in cross-section a rounded symmetrical profile, which defines an elongated and rounded leading portion whose thickness increases from the front to the rear and a rounded trailing portion whose thickness decreases from the front to the rear, the leading portion being longer than the trailing portion. The device according to the invention is also provided with at least one flap, which projects from the body and which is located on the trailing portion of the profile.",1984,B64C2230/04; Y02T  50/166; Y02T  70/58; F03D   3/007; Y02E  10/74; B64C2230/22; B63H   9/04; B64C  21/06; B64C2230/06; B63H   9/02; F03D   3/00; Y10S 415/914
52181582,US20000607714,Vertical-axis wind mill supported by a fluid,"A vertical-axis wind turbine installed at the top of a hillock, in a crater, is constituted of a turbine, a buoy and a cylindrical shape foundation carried over two floors, and comprising a basin located across the higher floor and an alternator room located underground. One or more rotors are suspended from the turbine but the weight thereof supported by water in the basin. The turbine has a roof in the form of a plane wing (Naca), a collecting section having a number of blades spread over all the circumference of the section leaving a series of openings by which the air strikes each blade, and a floor which receives the blades, level with the top of the hillock. A buoy wherein the water supports the weight of the turbine and rotor creates a state of weightlessness. By violent winds, the buoy may be filled with water to create inertia and the water in the basin be lowered by gravity, into an adjacent tank, to bury the turbine within the crater.",2000,B60K  16/00; F03D   3/00; F03D   3/0409; F03D  13/22; F05B2240/93; B60L   8/00; F03D   3/005; F03D  13/20; F05B2240/931; B60K2016/006; Y02E  10/727; Y02T  10/90; F03D   3/04; Y02E  10/74; F05B2240/941; Y02B  10/30; F03D  11/04; Y02T  10/7083; F03D   9/25
52195475,US19750609581,Floating aerator having means to vary the length of the draft pipe,"The invention comprises a water circulator device for circulating the water in a lake, pond, or reservoir. The device comprises a raft having a wind driven shaft mounted thereon for vertical rotation. A mixing chamber is mounted beneath the raft with the upper edge of the chamber above the surface of the lake, pond, or reservoir. The lower end of the shaft has a propellor mounted thereon within the mixing chamber. A pair of vertical telescoping pipes are mounted beneath the chamber of reduced diameter in relation to the chamber. The upper pipe is fixed to the bottom of the chamber and the lower pipe is adjustable relative to the upper pipe so that the lower end of the pipe may be located near the bottom of the lake whereby the wind may rotate the shaft to rotate the propellor with the propellor acting to draw water from the bottom of the lake up through the telescoping pipes into the mixing chamber and up over the top edge of the chamber for circulating and aerating the water in the lake during the winter months with the water at the bottom of the lake being sufficiently warm normally to keep the lake, pond, or reservoir from freezing over in the area of the device while the device is in operation.",1975,B01F   7/00; B01F   7/00591; F04D  13/066; Y02E  10/72; B01F   3/04; F03D   9/00; B01F   7/00341; B01F2003/04865; E02B   1/003; F03D   9/28; F04D  13/06; B01F  15/00; C02F   3/16; B01F   3/04773; Y02P  70/32; B01F   7/16; B01F  13/00; E02B   1/00; Y02W  10/15; B01F  13/0049; B01F  15/00571
52209627,US20030611488,Manual hydrofoil and spar truss assembly for wind powered watercraft,"A simple, lightweight, manually-controlled device for stabilizing and increasing the performance of small, sail-assisted watercraft, containing a single moving part and comprising a curved spar or iako ( 1 ) joining a main hull and a single outrigger hull or ama, a tubular shaft ( 2 ) with a handle ( 7 ) at one end and an 'L' shaped hydrofoil ( 5 and 6 ) at the other end. The tubular shaft ( 2 ) is joined to the iako ( 1 ) by two or more struts ( 3 ) that are fixed to the iako ( 1 ) at their upper ends and have machine screws ( 8 ) or sleeves ( 4 ) at their lower ends by means of which the tubular shaft ( 2 ) is permitted to rotate around its longitudinal axis and is prevented from moving horizontally in relation to the curved iako ( 1 ), thereby making the entire assembly a truss or girder that resists vertical distortion or flexion. The vertical portion of the foil ( 6 ) makes an obtuse angle of specified range with the submerged blade portion of the foil ( 5 ) so that a horizontal force vector in a windward direction is created by the foil when it moves through the water, regardless of the tack on which the watercraft is sailed. An accessory device for transporting either a single passenger or equipment, consisting of two fore-and-aft rails ( 9 ) the ends of which rest on, or snap onto, or are otherwise affixed to the iako ( 1 ) and a second iako abaft thereof, and a webbing or fabric sling ( 10 ) attached to and suspended between said fore-and-aft rails ( 9 ).",2003,B63B   1/242; B63B  39/062; B63B   1/28; B63B   1/285; B63B  41/00; B63B   1/12; B63B  39/06; B63B   1/121; B63B   1/24; B63B2001/102
52218060,US20060612618,Highly extensible power and/or signal transmission cable as well as rotor blade with such a cable,"A fiber-composite rotor blade, especially of a rotary-wing aircraft, with a predefined rotor blade profile that has a predefined outer contour of the profile. The fiber-composite rotor blade includes a fiber-composite rotor blade structure having an upper and a lower cover skin and a profile core situated between them, and at least one highly extensible cable integrated into the fiber-composite rotor blade structure in the direction of the span of the rotor blade, whereby the cable can be connected to a functional device that can be attached onto or into the fiber-composite rotor blade structure. The cable is a highly extensible power and/or signal transmission cable that includes at least one cable strand with at least one first cable core made of an electrically insulating, elastic plastic material, and at least one first cable wire that is wound around the first cable core at a predefined pitch angle, like a spiral and free of crossovers.",2006,B64C2027/4736; H01B   7/065; Y02E  10/721; B63H   1/26; B64C  27/473; H01B   7/1825
52273429,US20070620065,Tonal emission control for wind turbines,"A system for the noise reduction of wind turbines comprises at least one acoustic sensor provided at the wind turbine, a detection unit and a control unit, wherein said detection unit is adapted to detect tonal components in a signal of said sensor, and wherein said control unit is adapted to control wind turbine operating parameters in dependence of an amplitude of a tonal component.",2007,F01D   7/00; F05B2270/333; Y02E  10/723; F03D  17/00; B63H   3/06; F01N   5/00; F05B2270/80; F04D  29/66; F05B2270/81; F03D   7/0296; F05B2260/96; G10K  11/16
52276601,US20030620485,Method and apparatus for wind turbine rotor load control based on shaft radial displacement,"Vertical and horizontal wind shears, yaw misalignment and/or turbulence act together to produce asymmetric loading across a wind turbine rotor. The resultant load produces bending moments in the blades that are reacted through the hub and subsequently to the main shaft. As a result, the main shaft may be radially displaced from its at rest positions. The amount of radial displacement is measured using two or more sensors. The output signals from the sensors are used to determine the magnitude and/or the orientation of the resultant rotor load. This information is used to affect the blade pitch change or other action with similar system effect to reduce the asymmetric load and thereby reduce fatigue and loading on various turbine components.",2003,Y02E  10/723; Y02E  10/721; B63H   3/00; F03D   7/02; F03D   7/0204; F03D  11/00; F03D  17/00; F05B2270/331; F05B2270/821
52303614,US20070624124,Dynamically self-balanced fluid turbine,"A system and method for orienting first and second reaction turbines relative to an axis of rotation responds to a fluid flow having a flow orientation axis. The fluid flow is received in a casement. The casement has first and second endplates situated parallel and spaced apart along the axis of rotation. A first half of the fluid flow drives the first reaction turbine to rotate with a first spin orientation in a plane perpendicular to the axis of rotation to produce a first torque about the axis of rotation. The second half of the fluid flow drives the second reaction turbine, offset from the casement plane relative to the first reaction turbine, with a second spin orientation opposite the first spin orientation to produce a second torque about the axis of rotation. The casement is oriented about the axis of rotation in response to the first and second torques.",2007,F03B  17/063; F03D   3/04; Y02E  10/74; B63J2003/046; F03D   3/02; Y02E  10/28; F03B  13/268; F03D   3/0409; F03D   3/0445; F03D   9/25; B63H  13/00; Y02T  70/58; B63J   3/00; F04D  13/12; Y02T  70/70
52334925,US19900628353,Propeller with an elastic sleeve,"A propeller system is formed on a shaft by at least one pair of axially spaced propeller blades each having a first and a second blade section extending at a selected acute (or obtuse) angle to the axis of the shaft, the first sections and second sections respectively of the pair of propeller blades are substantially parallel to each other and the tips of the first sections of each of the blades are connected to the tips of the second section of each of the blades respectively to form a box shape. The shaft is connected to the propeller system in a manner so that the axis of the shaft extends substantially diagonally of the box shape whereby the parallel sections of the blades move in opposite directions relative to the fluid in which they are contained when the shaft is rotated to facilitate improvement of the efficiency of the propeller system. The shaft preferably is mounted oriented to the direction of relative fluid flow between the propeller blades and the fluid so that each blade section extends substantially perpendicular to the direction of relative flow over a significant portion of its rotation and each blade section will be substantially parallel to the direction of fluid flow relative to the propeller blade during a further portion of the rotation of the propeller blades.",1990,Y02E  10/74; B63H   1/26; F03D   1/06; F03B  17/06; F03D   3/06; Y02E  10/28; F03D   1/0608; Y02E  10/721; F03D   3/061; F05B2250/314
52338106,US20000628786,Ribbon drive power generation apparatus and method,"A ribbon drive power generation system and method is disclosed. The system is equipped with an extended tube having an intake at a first end and an outlet at a second end. A ribbon formed of helical coils is mounted in the tube for rotation and the frequency of the coils increases from the first end to the second end of the tube. Moving water is directed into the first end, an axial component of momentum of the water is decreased via the rotating ribbon, and the rotation is used to induce electricity or drive an electrical generator. The scalability and modular nature of the present invention allow flexible implementation.",2000,B63J   3/04; F03D   3/00; F04D   3/02; F04D  29/18; F05B2240/243; F05D2240/40; F03B   3/04; F04D  29/181; F05B2240/40; F03B   3/12; F03D   3/005; F03D   9/25; F04D  29/52; F05D2240/243; B63H   1/16; B63H2001/127; F03B  17/06; F03D   9/00; Y02E  10/74; B63H   1/12; B63H2001/122; F03B  17/061; Y02E  10/223; Y02T  70/529; B63J2003/046; F04D  29/522; Y02E  10/28; Y02P  80/158; F01D   1/38; Y02T  70/70; B63H  11/08; B63H2001/165; B63H2011/081; F03B   3/126; F05B2250/25; Y02T  50/672
52338117,US20000628787,Ribbon drive pumping apparatus and method,"A ribbon drive pumping apparatus and method for liquids is disclosed. The pump has an extended tube having an intake at a first end and an outlet at a second end. A ribbon formed of helical coils is mounted in the tube for rotation and the frequency of the coils decreases from the first end to the second end of the tube. Liquid is collected at the first end, an axial component of velocity of the liquid is increased via the rotating ribbon, and the liquid is ejected from the second end to provide pumping of the liquid. A central opening helps decrease cavitation.",2000,B63H   1/12; F03B   3/04; F05B2240/40; F05D2240/40; Y02P  80/158; B63H   1/16; F03B  17/061; F03D   3/005; F03D   9/00; Y02T  70/70; F03B   3/126; F03D   9/25; F04D  29/181; B63H2001/165; B63H2011/081; F01D   1/38; F03B   3/12; F04D  29/52; F05B2250/25; Y02E  10/223; Y02T  50/672; B63H2001/122; F04D   3/02; F04D  29/18; Y02E  10/74; F04D  29/522; F05D2240/243; Y02T  70/529; B63H  11/08; B63J2003/046; F05B2240/243; B63H2001/127; B63J   3/04; F03B  17/06; F03D   3/00; Y02E  10/28
52339291,US20000628954,Ribbon drive propulsion system and method,"A ribbon drive propulsion apparatus and method for water-borne vessels such as surface craft and submersibles is disclosed. The vessel is equipped with an extended tube having an intake at a first end and an outlet at a second end. A ribbon formed of helical coils is mounted in the tube for rotation and the frequency of the coils decreases from the first end to the second end of the tube. Water is collected at the first end, an axial component of momentum of the water is increased via the rotating ribbon, and the water is ejected from the second end to provide propulsion to the vessel.",2000,B63H   1/16; B63H  11/08; B63H2001/165; F01D   1/38; F05B2250/25; Y02T  70/529; B63H2001/127; F03B   3/12; F03B  17/061; F03D   9/00; F05D2240/243; B63J2003/046; F03B   3/04; F04D  29/522; F05B2240/40; Y02E  10/223; Y02E  10/28; Y02T  70/70; B63H   1/12; B63H2001/122; B63J   3/04; F03B   3/126; F03D   3/00; F03B  17/06; F04D   3/02; F04D  29/18; F05D2240/40; Y02E  10/74; F04D  29/181; B63H2011/081; F04D  29/52; Y02P  80/158; Y02T  50/672; F03D   3/005; F03D   9/25; F05B2240/243
52356160,US19840631321,United sail windmill,"This windmill provides low cost energy out of the wind in the form of compressed air, etc, by maximizing wind-contact at the least cost of construction and maintenance, at the least cost of project site-making the 'Output/Cost Ratio' very high. This is done by making the sails very large using light fabrics with aluminum or bamboo frames forming a square face, supported by light strong ropes; by arranging the sails on a single file close to one after the other at erect posture free to clip to the right or to the left, forming a long procession line transverse to the wind which is in close loop with another long procession line parallel to it but moving to the opposite direction, to produce a very large windmill without the need of additional set up units of windmills; by carrying said large sails high above the ground for better wind-contact thru a two level Aerial Cable Railway by means of a deep-groove roller wheel attached to the top end and to the bottom end of each sail-mast; by separating said two parallel lines of sails at least 100 feet apart for better wind-contact thru the use of set of three Terminal Gear Wheels at a Half-Hexagonal formation that hold the end loops of the Power Cable Chain being tugged by each sail; by making the windmill work during strong winds and storing the energy in compressed air tunnels, elevated water.",1984,F03D   5/04; Y02E  10/70; B63B2035/446
52374158,US19960633777,Surface of a body exposed to circumfluent fluid,"PCT No. PCT/EP94/03422 Sec. 371 Date Jun. 24, 1996 Sec. 102(e) Date Jun. 24, 1996 PCT Filed Oct. 18, 1994 PCT Pub. No. WO95/11388 PCT Pub. Date Apr. 27, 1995The invention relates to a surface of a body exposed to circumfluent fluid with elevations protruding from the base surface. In order to design the surface of a body exposed to circumfluent fluid with elevations protruding from the base service with an even more favorable flow, it is provided that when the surface is viewed from the top the elevations are bordered in each case by two boundary lines of which the one boundary line is longer and possesses a greater curvature than the other boundary line so that the cross-section area of an airfoil is produced.",1996,F05D2240/31; Y02T  50/166; B63B   1/36; F04D  29/68; F04D  29/688; B64C  21/10; F03D   1/0608; Y02T  50/673; B63H   1/28; F01D   5/14; F05B2250/611; F05D2240/301; F05D2250/611; B64C2230/26; Y02T  70/121; B64C2230/28; F01D  25/00; F04D  29/681; F05B2240/32; F15D   1/12; F01D   5/145; Y02E  10/721; F05B2240/301
52374801,US20030633865,Hydroelectric turbine,A hydroelectric turbine anchored in a body of water which produces electricity directly from its housing. The turbine is in and of itself a generator whose housing is its stator and whose blade it its rotor.,2003,F03B   7/00; F03B  17/06; Y10S 415/908; F03B  11/06; F03B  17/061; F03D   1/00; Y02E  10/28; Y10S 416/04; H02K   7/1823
52380688,US19840634656,Wind propulsion for all types of vehicles and stationary machines,There is provided a wind propulsion device for driving a transmission shaft connected through intermediate members with devices for force transmission. The wind propulsion device comprises a wind impeller having a plurality of wind wings which are concavely curved against the air stream. The wind wings are axially connected to a semisphere convexly curved against the air stream which is axially disposed with respect to said impeller. The semisphere guides the air stream impinging on the center of the impeller to the tips of the wings for efficient wind utilization.,1984,F03D   1/0633; F03D   1/00; B63H  13/00; F05B2240/93; F03D   9/00; Y02E  10/72; Y02T  70/58
52453326,US20030644541,Self regulating rotor,"A machine that is a self regulating rotor with a set of cups or vanes that are pivotally attached about a central axis such that they form a closed three dimensional shape when closed, and when rotated into an open orientation form an S-shaped rotor, when viewed as a horizontal cross section, a cup shaft to which each cup is attached, such that the cup can pivot or rotate from a closed shape to an open S-shaped rotor, end plates through which cup shafts are pivotally supported, a central shaft to which end plates are attached, a rotational energy connecting element attached to the cup shafts, that control rotation of cup shafts, a rotational speed sensor, and a braking device.",2003,F03D   1/00; F03D   3/00; F05B2270/304; B64C  11/06; F01C   1/00; F03C   2/00; F03D   7/06; F05B2270/402; F03C   4/00; H02M; B64C  11/30; Y02E  10/74; B63H   3/00; F03D   3/005; F01D   7/00; F05B2240/213; F05B2270/327
52537269,US19910656014,Windmill,"A drum-shaped windmill with a cylinder tube 1 mounted coaxially to the rotation axis of the windmill with one of each of the circular end plates 2,3 on both ends of the cylinder tube 1 is described, featuring sails 6,7,8,9 with a curved streamlined profile which swivel to a limited degree near the edge of both end plates 2,3 on floating axes 10,11,12,13 mounted parallel to the rotation axis of the windmill. The arrangement has been effected in such a way that at least four sails 6,7,8,9 having a curved streamlined profile are distributed on the circumference of the windmill at equal circumferential distances and that the sails 6,7,8,9 are swivelable with their noses 18,21 in front on the floating axes 10,11,12,13 in the area between the edge 4,5 of the end plates 2,3 and the cylinder tube 1.",1991,F03D   3/067; F05B2240/211; F03D   3/06; F05B2260/72; Y02E  10/74
52561502,US19960659445,Man and wind powered aquatic vehicle,"A non sinkable, easily re-rightable aquatic vehicle has a lightweight body with a front, a rear, a bottom and opposite sides and contains a seat for supporting a pilot. A pair of front sheaves are rotatably mounted to opposite sides of the body near the front of the body and a pair of rear sheaves are rotatably mounted to opposite sides of the body near the rear thereof. A first flotation track is engaged around and extends between the front and rear sheaves on one side of the body and a second flotation track is engaged around and extends between the front and rear sheaves on the other side of the body. Each said flotation track includes an endless band engaged around a front and rear sheave and a multiplicity of buoyant flotation treads connected to the band at spaced apart locations therealong to form upper and lower series of flotation treads extending between the associated front and rear sheaves. A pedal drive is mounted to the body for producing an output torque which is coupled to at least one of the sheaves on each side of said body so as to advance the tracks in order to propel the vehicle and brakes are provided to steer and stop the vehicle. A mast and sail may also be mounted to the body in such a way that the mast can be tilted in any direction and rotated about its axis to operate the vehicle under sail with maximum ease and efficiency.",1996,B63H   9/04; F02B  61/045; B63H   1/38; B60F   3/00; B63H2016/202; B63B  43/14; B63H  16/12; F02B  61/04; B63B  35/73
52639995,US20070670453,Method for optimizing the operation of a wind turbine,"A method for optimizing the operation of a wind turbine is provided, the method comprising the steps of: (a) adjusting at least one control parameter of said wind turbine to a predetermined starting value; (b) measuring at least one response variable of said wind turbine and at least one further variable indicative of an ambient condition of the wind turbine; (c) repeating step (b) N times, wherein N is a predetermined integer, wherein said at least one control parameter is varied at each repetition; (d) determining a measured relation between the at least one control parameter with respect to the at least one response variable and the at least one further variable indicative of an ambient condition; (e) determining an optimized value of said at least one control parameter with respect to said response variable from said measured relation; (f) adjusting a set point of said at least one control parameter to said optimized value.",2007,B63H   3/10; F03B  15/06; F05B2270/802; F03D   7/02; F03D   7/046; Y02E  10/723; F05B2270/20
52752845,US20030685832,Water-based wind-driven power generation using a submerged platform,"Provided are systems, methods and techniques by which a wind-powered energy generating platform, secured to an anchor, can pull (or winch) itself beneath the surface of the water and thereby avoid most of the significant effects of storms and waves. In more particularized aspects, a variable-buoyancy anchor is utilized, thereby facilitating the construction and transportation of the entire assembly.",2003,E02B   3/062; F03B  13/00; F03D  11/04; F05B2240/97; H02P   9/04; Y02E  10/727; B63B2035/4466; B63B2231/60; F05B2240/95; B63B  21/26; B63B  21/502; B63B  35/00; B63B2035/442; B63B  35/44; B63B  21/50; F03D  13/25; F05B2240/93; B63B2035/446; E02B   3/06; F03B  13/10; F03D  13/22; Y02E  10/38; B63B  21/22; F03B  13/12; F03B  13/18; F03B  13/1815; F03D   9/00; Y02A  10/15
52752931,US20030685843,Technique and platform for fabricating a variable-buoyancy structure,"Provided are a variety of variable-buoyancy structures, such anchors, together with methods and apparatuses for fabricating the same in the water. Generally speaking, such methods and apparatuses use a variable-buoyancy platform-based mold, initially floating, that includes multiple forming cells for fabricating the resulting variable-buoyancy structure. As a result, the variable-buoyancy structure produced has multiple corresponding structural cells having open bottoms. However, the structure may be fabricated so as to include a flexible or rigid container within some or all of such open-bottom cells.",2003,F03B  13/1815; Y02A  10/15; B63B  21/502; F03D  13/22; Y02E  10/727; B63B  21/50; B63B2035/442; F03D  13/25; B63B  21/26; E02B   3/062; F05B2240/97; B63B  21/22; B63B  35/00; E02B   3/06; Y02E  10/38; B63B  35/44; B63B2035/4466; F03B  13/18; F05B2240/93; B63B2035/446; B63B2231/60; F03D  11/04; F05B2240/95
52842674,US20000698325,Apparatus for generating a fluid flow,An apparatus for generating a fluid flow is disclosed that circulates a plurality of spaced blades or airfoils attached to one or more drive belts about two or more spaced rotatable members. Each blade is commonly journalled with another blade. The inclination angles of each blade and each commonly journalled blade are independently controlled by a control mechanism.,2000,B63J2003/046; B64C  11/00; Y02E  10/70; F01D  23/00; B63H2001/348; Y02T  70/70; B63H   1/34; B64C  11/006; F03D   5/02
52863924,US19760701242,Sail to row,"This invention pertains to power for a boat, comprising a vertically mounted rotary sail device generally amidship of the boat, a power transmission driven by the sail device, pulley directed cable, connecting between the power transmission and a pair of opposed side oar devices normally disposed in the water. The sail device is constructed in a manner whereby it always rotates in the same direction regardless of the wind direction, creating a condition whereby the boat may be directed on a straight course toward any point of the compass. A second, lever operated cable and pulley is provided to control the oar devices in a manner so as to reverse the operation of the oars with a resulting reversal of direction of the boat.",1976,F03D   3/06; Y02E  10/74; B63H   1/32; F05B2260/72; B63H  13/00; Y02T  70/58; F03D   3/067; F05B2240/211
52875402,US19910702822,Sail powered vehicle,"A wind powered vehicle including an operator platform having tilting and stationary sections coupled together via a plurality of hanger bearings and a longitudinal pivot axle. The platform section tilts with foot pressure applied at a stirrup to direct a forward steering assembly. The stationary platform section includes a resilient suspension and supports an opposite foot of the operator. The forward steering assembly provides a tilting, center biased steering turntable and axle. Adjustable axle bearing collar support and shock absorbers support forward and aft pairs of skis, wheels or runners which are tilted at opposite caster angles. The steering assembly, hanger bearings, cable truss supports and a sail coupler are each longitudinally adjustable along the length of the platform. In alternative configurations, wheels are mounted to the fore and aft axles; the platform includes spray guards; or the vehicle is constructed with water skis and the platform is constructed to provide flotation.",1991,B62B  15/002; B62B  15/008; B62B  15/001; B62B  15/003; B63B   1/14; B62B  15/00; B62B  15/004
52925925,US20040709744,Sea-based hydrogen-oxygen generation system,"A method for generation of hydrogen and oxygen contained in a salt solution provides for the disposing a number of wind turbines on navigable collection vessels in waters distant from shore. The wind turbines have a large number of blades, typically 30, to provide high torque for generating electricity used for extracting said gasses from the atmosphere by means of electrolysis. The collection vessels are disposed in predetermined zones, which are changed when weather conditions provide better collection conditions elsewhere. The gasses are stored in cylinders located both on the collection vessels, and on storage vessels attached to the collection vessels. After collection the cylinders are transported to shore facilities for further purification and/or distribution.",2004,F03D   9/02; B63B  35/00; F05B2210/16; B63B  17/00; F03D   9/19; F03D   9/25; Y02E  10/725; F03D  13/25; Y02E  10/727; B63B  21/48; B63B  38/00
52931410,US19850710499,Valvular sail power plant,"A windmill generally intended to rotate in a horizontal plane about a vertical axis, includes essentially radial vanes; each which is effectively a one way valve respective to air flow; each which can enhance (or supplement) the beneficial actions of the others; and each of which vanes, in operation, effectively simulates a sailing vessel navigating a circular course in wind of constant direction. Each of said vanes includes a framework which supports a grid, which grid is the supporting means for a plurality of pivotally connected vertically aligned and overlapping light weight flexible sails, which sails are automatically rotated about said pivotal connection by the force of the wind into positions promoting the revolution of the windmill. Included with said sails are various devices as spars, springs and cords which promote and enhance their efficient automatic operation. The windmill is inherently self protecting in high winds and self regulating in speed of rotation. The windmill is shown in several embodiments and means of mounting, including which can utilize already existing structures for height and support and which float upon a body of water. Also shown are several means utilizing this invention to efficiently and inexpensively drive electrical generators, or alternators now used in automobiles, at high RPM without need of a separate step-up transmission. Discussed also is the interfacing of the electrical power generated with the existing electrical utility power lines. The windmill is shown in sizes which range from very large, for electrical generation on a commercial scale, to small sizes which can be mounted upon the roof of a household for providing electrical power directly and solely thereto. Also discussed is the use of this invention (or appropriateness) in less technologically developed, remote, or areas otherwise deficient in energy resources. Also discloses is the use of this invention to better propell sailing vessels.",1985,Y10S 416/06; F03D   3/067; F05B2240/211; F05B2260/72; Y02B  10/30; F03D   3/06; F05B2240/311; Y02E  10/74
52950554,US20070713151,"Method for the erection of a wind energy plant, and wind energy plant","A wind power installation, according to one aspect, comprising a pylon which is based on a foundation and a power module, wherein the power module includes at least a transformer, which the electrical energy provided by the generator of the wind power installation is transformed to, for example, a medium voltage or a high voltage. The power module may also include further units, which the electrical energy produced by the generator of the wind power installation is controlled and/or supplied and/or converted. The power module may be disposed in a container wherein the container, including the power module, is disposed in or on the pylon before erecting the pylon at the site of the wind power installation. The pylon, including the container (having the power module disposed therein) disposed in or on the pylon, may be erected and fixed to a foundation/platform which supports the pylon during operation.",2007,F03D  13/22; F03D  13/25; F03D   9/00; F03D  11/04; F03D  13/10; F03D  80/60; F05B2260/64; H01F  27/085; H02P   9/04; F05B2230/60; Y02E  10/727; Y02P  70/523; F03D   1/00; F03D  13/20; F05B2250/231; H01F  27/025; F03D   9/25; F05B2240/14; F03D  11/00; F03D  80/00; F05B2240/95; F05B2260/20
52952272,US20070713382,"Method for the erection of a wind energy plant, and wind energy plant","A wind power installation, according to one aspect, comprising a pylon which is secured to a foundation, a generator, a container, wherein the container is disposed within the pylon, and a transformer to transform electrical energy provided by the generator to a higher voltage, the transformer disposed in the container. The wind power installation further including a sensor to generate data which is representative of the salt content in air within the pylon and/or within the container and circuitry to provide data which is representative of the salt content to a remote location.",2007,F03D  13/22; Y02P  70/523; F03D  13/20; F03D  13/25; F05B2260/64; Y02E  10/727; F03D   9/00; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; F03D  11/00; F03D  13/10; H01F  27/085; F03D  80/60; F05B2240/95; F03D   1/00; F03D   9/25; F05B2240/14; F03D  11/04; F05B2230/60; H02P   9/04
52961302,US19850714614,Wind-driven generating plant comprising at least one blade rotating about a rotation axis,"The invention relates to a wind-driven generating plant for utilizing the energy contained in land and sea winds with at least one blade rotatable about a rotation axis, which is arranged in oblique-angled manner to the horizontal and is optionally connected to a pylon arranged so as to rotate coaxially to the rotation axis of the blade or blades, whereby the hub thereof used for receiving the blade base with associated energy transmission means is connected to a supporting member. Each rotor blade is at an angle beta of approximately 40 DEG to 80 DEG to the rotation axis of the rotor, which is oriented at an angle alpha of approximately 30 DEG to 70 DEG to the horizontal. The supporting member is arranged on a frame so as to rotate about a vertical axis or at an axis arranged in oblique-angled manner to the vertical.",1985,F03D   7/02; F03D  13/20; F03D  13/25; Y02E  60/17; F03D   7/0224; F03D  80/70; Y02E  10/723; Y10S 416/08; F03D   3/00; F05B2260/79; F05B2240/93; Y02E  10/721; F03D   9/32; F05B2220/62; Y02A  20/141; Y02E  10/727; F03D; F03D   1/00; F03D   9/008; F03D   9/14; F03D   9/25; F03D   9/28; B63H  13/00; F03D   9/00; F03D  11/04; F05B2260/74; Y02T  70/58
52988721,US19960718433,Sail for wind-powered conveyances,"PCT No. PCT/DE95/00542 Sec. 371 Date Sep. 30, 1996 Sec. 102(e) Date Sep. 30, 1996 PCT Filed Apr. 20, 1995 PCT Pub. No. WO95/29841 PCT Pub. Date Nov. 9, 1995A sail includes a headsail and a mainsail each having leading and trailing edge portions with the headsail trailing edge portion being disposed adjacent the mainsail leading edge portion. The headsail is pivotable relative to the mainsail and is restricted in such relative pivoting movement. The headsail is defined by a plurality of headsail segments separated by gaps in at least selective ones of which is a batten extending substantially between the headsail and the mainsail. A covering preferably in the form of a bracing band of sheet material or fabric material covers an associated gap. Each bracing band is defined by a bight band portion embracing the headsail leading edge portion and leg band portions being secured to opposite sides of the main sail leading edge portion.",1996,B63H   8/00; B63H   9/061; B63B  35/79; B63H   9/06
53001910,US20050720373,Propeller and horizontal-axis wind turbine,"A propeller, wherein the tip parts of the propeller blades of a horizontal-shaft windmill are tilted in the front direction of the propeller blades to form inclination parts. The inclination angle of the tilted parts is set within the range of 25 to 50∞ relative to the longitudinal direction of the propeller blades.",2005,F03D   1/06; F03D   1/0608; F03D  11/00; F05B2250/70; F05B2240/221; F05B2210/16; F05B2240/30; Y02E  10/721; B64C  11/18; B63H   1/26
53041025,US20070725916,Lightweight composite truss wind turbine blade,A lightweight wind turbine blade formed with a truss support structure assembly of composite truss joints including composite spar and cross members attached to and supporting in spaced relation a spine of lightweight rib panels. The rib panels are oriented in parallel spaced relation from one another and individually molded with perimeters defining individual areas of curvature for the finished blade assembly. The truss support structure is covered with a lightweight fiberglass or hardened fabric skin attached to and fitted on respective rib panel edges forming an airfoil structure.,2007,B64C  11/26; F03D   1/0633; B63H   1/26; Y02E  10/725; F03D   1/0675; F05B2280/6013; Y10T  29/49332; F05B2240/30; F05C2253/16; F05B2250/71; Y02E  10/721; F05B2280/6003; F05C2253/04
53063006,US19760728857,Energy storage and conversion technique and apparatus,"The kinetic energy of the wind is converted into compressed air which is stored, in a system which maintains a predetermined output pressure, for use in driving a turbine coupled to an electrical power generator. The gas storage system includes two pair of serially connected storage tanks with the first tank in each pair receiving compressed air from wind driven compressors and including a hydraulically actuated piston for use in forcing the air into the second tank. Each of the second tanks of each pair includes a floating piston which will be caused to ascend in response to the delivery of pressurized gas thereto from the serially connected tank including the hydraulically actuated piston and the pressure in each of the second tanks will be maintained by the weight of the floating piston.",1976,F03D   9/17; F03D   9/25; Y02E  60/15; H02K   7/18; F03D   9/02; Y02E  10/725
53135430,US20070738770,Method for operating a wind power plant,"A method for operating a wind power plant, in which the wind power plant (10) has a multiplicity of components, but at least one rotor (18) with at least one rotor blade (22) and a generator for converting the mechanical energy of the rotor (18) into electrical energy and possibly a tower (14) on which the rotor (18) is arranged. Counterforces which counteract forces acting on the component (22), particularly wind loads, can be introduced into at least one component during the movement of rotation of the rotary blade (22).",2007,F05B2270/321; F05B2270/322; F05B2270/404; Y02E  10/723; F03D   7/0296; F05B2260/96; F05B2270/32; F03D   1/0675; B63H   1/06; F05B2220/709; Y02E  10/721
53146086,US19850740239,Drag reduction article,A conformable drag reduction article is provided having a patterned surface capable of reducing drag resistance by fluid flowing thereover.,1985,B63B   1/32; Y10T 428/24322; Y10T 428/2457; B63B   1/34; B64C2230/26; F15D   1/004; F15D   1/12; Y10T 428/24612; B05D   1/42; B64C  21/10; Y10T 428/2813; A41D2400/24; B29C  59/022; B05D   5/02; Y02T  50/166; B62D  35/00; F15D   1/10; Y10T 428/31786; B05D   3/067; B29C  59/02; Y02E  10/72
53198009,US20070747531,Reduced friction wind turbine apparatus and method,"A fluid flow energy capture device for power generation has a rotor with a substantially vertical axis and a plurality of vanes. A mount for the rotor allows the rotor to rotate in response to fluid flow such as wind contacting the plurality of vanes, and the mount puts the rotor in rotationally driving communication with a generator. The rotor has an open center which allows fluid communication from spaces between the vanes to above the rotor. A plurality of guide surfaces define channels that bias fluid flow to be tangential to the rotor.",2007,F03D   3/0427; Y02E  10/727; Y02E  10/74; F03D  13/20; F03D   9/25; F03D   3/04; F05B2240/93
53235095,US19760752624,Apparatus for utilizing natural energies,"This apparatus stores natural energies available on and/or under the surface of the world's oceans. Such energies include solar energy, wave energy, wind energy, as well as energy stored in the heat of the sea water. The energy extracting and storing equipment is installed on a floating vessel or raft. The energy storing equipment includes flywheel type rollers or cylinders driven by electric motors energized by electric generators which in turn receive their energy from the energy extracting equipment. The flywheel type rollers or cylinders include a supporting hollow cylinder having a relatively thin wall onto which there are wound fibers impregnated or embedded in a synthetic resin.",1976,F03D   1/00; F05B2240/96; F24V  50/00; Y10T  74/2117; F03B  13/18; F03D   9/00; F03D   9/10; F03D   9/007; F03D   9/12; F05B2240/40; Y02E  10/726; Y02T  70/58; E02B2017/0091; F05B2240/95; H02K   7/18; Y02E  10/725; Y02E  60/16; Y10S 416/04; F03D   9/25; H02K   7/02; Y02E  10/465; F03D   9/02; F03G   7/00; H02K   7/025; Y02E  10/727; F03D  13/25; B63H  13/00; Y02E  10/38; Y02E  70/30
53308785,US20010763485,Wind-operated generator,"An aeolian generator, characterised because it includes a cylindrical vessel (1), a hollow body (2) which is housed in the vessel (1) and which can turn, as a sufficient amount of liquid is contained inside the vessel (1) to keep the hollow body (2) afloat, a cover (23) for the hollow body (2), a series of blades (4) joined to the cover of the hollow body (2), several electric generators (5), wheels (51) mounted on the axles of the electric generators and used to make contact with the body (2) while it turns, supports (61) equipped with rails (6) on which the generators (5) are mounted and can move, and a thrust device used to control the movement of the generators (5) on the rails (6), causing them to move towards the hollow body (2) when it is turning at a certain speed.",2001,F03D  13/20; F03D  13/25; F03D  80/70; F03D   3/00; F03D   3/06; F05B2240/216; Y02E  10/727; F05B2260/4031; F05B2240/93; F03D   3/005; Y02E  10/74; F03D   9/25; F03D  15/10; F03D   7/06
53376994,US19850774876,Steerable wind-powered vehicle,"The present invention concerns a steerable wind-powered vehicle, which comprises a base supported on at least two wheels, skis, skates or hydrofoils, at least one of the wheels, skis, skates or hydrofoils being arranged to be steerable, a mast carrying a sail and being pivotally and rotatably mounted with respect to the base, and a mechanism responsive to pivotal movement of the mast for controlling directional movement of the or each of the steerable wheels, skis, skates or hydrofoils.",1985,B62B  15/00; B62B  15/001; B63B  35/79; B62B  15/004; B63B  32/68
53391678,US20070777274,System for mounting equipment and structures offshore,"A mounting system is disclosed for mounting structures and equipment, such as wind-electric generators on water. The structure is attached to a carrier, which is attached to a foundation through connecting elements. Buoyancy tanks or the inherent buoyancy of the carrier or the connecting elements are used to maintain a stable position of the carrier in the water. Utilizing connecting elements that transfer pushing and pulling forces, undesirable movements of the carrier are suppressed while requiring only moderate forces on the foundation.",2007,F03D  13/22; B63B   1/107; B63B  35/44; F05B2240/93; B63B2001/044; E02D   5/74; Y02E  10/727; B63B  21/50; E01D  15/14; E01D  19/02; B63B2035/446; E02B2017/0091; B63B   1/04; B63B  21/502; F03D  13/25
53418361,US19850781683,Propulsion device for a ship,"A propulsion system for a vessel comprises a conventional screw and rudder arrangement and includes one or more rotor sails in the form of an elliptical cylinder upstanding from the deck of the vessel formed from a rigid outer surface which is rotatable about a central longitudinal axis. The rotation by the Magnus effect develops a propulsion force transverse to wind currents crossing the vessel. The speed of rotation, direction of rotation and a position of park of the cylinder can be controlled. The position of park allows the major axis to be aligned with the longitudinal axis of the vessel or with the direction of the wind for feathering or transverse to the longitudinal axis of the vessel to act as a conventional sail downwind.",1985,F03D   3/00; F03D  80/70; F03D   9/00; F03D  13/20; Y02E  10/727; Y02E  10/74; F03D   3/007; F05B2240/93; F03D   3/04; Y02T  70/5254; Y02T  70/58; F03D   9/32; F05B2240/931; B63H   9/02
53419326,US19770781840,Simultaneous plural-directional flow motor,"A motor having an upright shaft with vanes driven by different, simultaneous, multidirectional, generally horizontal currents, for ocean offshore or beach installation, the vertical height, measured by the operative vertical span of the vanes, being significantly much greater than any known prior art wave operated motors and representing the novel concept of simultaneous driving of the motor by wave or inflow currents as well as undertow or outflow currents impinging simultaneously on separate, vertically spaced groups of vanes. The very considerable vertical height of the motor required in the practice of this invention reflects the necessity to accomodate to tidal variation and varying shoreward and backflow conditions, any undriven submerged portion tending to windmill harmlessly and any portion extending above the water, as at low tide, acting as a reasonably efficient wind motor complementing the water current-driven portions to increase the total power output which will ordinarily be electric power from overhead or base mounted generators driven from the shaft of the motor, and in the latter case the base is made accessible through a relatively large vertical fixed access shaft which may house the motor drive shaft. Horizontal plates between the tiers of vanes provide a bucketing function greatly increasing efficiency as well as providing structural rigidity.",1977,F03D   3/06; F05B2240/218; F05B2240/221; Y02E  10/28; F03B  17/06; F05B2260/72; F03B  17/065; F03D   3/067; F05B2260/74; Y02B  10/30; Y02E  10/74
53449218,US20010786707,"Rain, wind, wave, and solar energy 4-in-1 electric generating installation","The rain, wind, wave, and solar energy 4-in-1 electric generating installation comprises mainly a wind wheel (2), a water wheel (3) two solar plates (1 and 1A), a wind and current plate (4), a turntable (6), and four floats (14). All these components work in combination to convert 4 natural resources, namely rain, wind, waves, and sunlight into useful electricity with automatic adjustment to the level of tide, and direction of wind and current. The installation can be used either in water or, with some minor modifications, on land. By means of this installation, even without 1, 2, or 3 of the 4 natural resources, generation of electricity will not be suspended. The invention, therefore, has great advantages over the conventional electric generators.",2001,Y02E  10/727; F03D   9/00; Y02E  10/725; F03B  13/12; F03B  13/00; F03D   9/25; F03D  13/25
53470258,US19850790200,Hollow aerofoil blade,A hollow aerofoil cross-section aircraft propeller blade is provided with a tow of KEVLAR fibres internally thereof. The fibres which are anchored to the blade root and tip portions are arranged to be passive under all normal operating conditions of the blade. However in the event of a structural failure of the blade between its root and tip portions the fibres serve to contain the blade tip together with any portion of the blade attached thereto. The invention is additionally applicable to prop-fan and fan blades for gas turbine engines.,1985,F01D   5/28; F03D   1/06; F03D   1/0675; Y02T  50/672; F01D   5/282; F05B2240/30; F05D2240/30; Y02E  10/721; Y02T  50/66; B64C  11/20
53470265,US19850790201,Rotor aerofoil blade containment,A hollow propfan aerofoil blade is provided with grooves which extend between its root and tip portions. The grooves contain filaments which are enclosed within a resin matrix material and are anchored to the root and tip portions. The filaments are arranged to be of sufficient strength to contain any of aerofoil portion of the blade in the event of any structural failure thereof.,1985,B29D  99/0028; F01D   5/14; F05D2240/30; B29D  99/00; F01D   5/28; F03D   1/06; F03D   1/0675; Y02T  50/67; B64C  11/24; B64C  11/20; B64C  11/26; F01D   5/282; F05B2240/30; Y02E  10/721; Y02T  50/66
53480796,US19770791878,System for converting the randomly variable energy of a natural fluid,"Emitters and rotary hydraulic displacement pumps are associated with one or a number of propeller-type transducers and connected to receivers each having a rotary hydraulic displacement motor coupled to an alternator. The emitters are connected to the receivers by means of a hydraulic circuit for an auxiliary fluid which is admitted into at least one shunt-connected energy dissipator and the flow of which is regulated as a function of the random energy variations of the natural fluid. The energy-conversion system is primarily applicable to hydroelectric power plants of the stream or river type, to wind-driven power plants and to ship propulsion.",1977,B63H  13/00; F03B  13/08; F05B2210/16; F03B  13/10; F03B  13/105; Y02E  10/22; B63H  21/00; F03D   9/00; Y02E  10/226; F03B  15/00; F03B  15/06; Y02E  60/17; F05B2240/40; H02P   9/04; Y02E  10/72; Y02P  80/158
53496334,US20050794405,Electrical component with a cooling circuit for underwater operation,"An electrical component with winding conductors, particularly a transformer, includes a cooling circuit with a heat exchanging unit. Cooling elements of the heat exchanging unit can be flowed around by a first liquid, particularly seawater, thus enabling an effective exchange of the heat resulting during the operation of the electrical component. The novel electrical component is configured particularly for offshore uses wherein the electrical component is placed at different levels of a platform and thus requires only a small amount of space.",2005,F03D  80/60; F05B2240/95; H01F  27/10; H01F  27/12; F03D  13/10; H02B   1/56; F03D  80/00; H02B   7/00; Y02E  10/727
53501979,US19970795358,Water surface glide sailboat utilizing wind power propelling,A water surface glide sailboat utilizing wind power propelling is disclosed wherein the sailboat includes a flat bottom float mounted on a beam at a joint having an axis parallel to the keel line of the sailboat so that the floats are further capable of rolling about the axis. The sailboat can be further equipped with a steering gear including a controlling stick connected to the joint so that the sailboat crew can control a flat bottom float and restrain the fluctuation of the flat bottom float to keep the parallel condition against water surface regardless of the heel of the boat and thereby decreasing the water resistances.,1997,B63B   1/14; B63B  43/14
53511227,US19850797018,Rotor aerofoil blade containment,A hollow prop-fan aerofoil blade is covered by a woven containment sheath which is bonded to the aerofoil surface of the blade and operationally anchored to the blade root. The sheath is arranged to be of sufficient strength to contain any of the aerofoil cross-section portion of the blade in the event of any structural failure thereof.,1985,F03D   1/065; F05B2240/30; Y02T  50/66; B64C  11/26; F01D   5/282; Y02E  10/721; F01D   5/28; F03D   1/06; F05D2240/30
53529511,US20070800254,Methods and devices for improving efficiency of wind turbines in low speed sites,"The present invention is for an apparatus and method for a passive pitchable device for wind turbines comprising: a camshaft having cam grooves engraved; a cylindrical shell; an axial compression spring; said blade assembly and said cylindrical shell are fastened together by screws; a plurality of balls that roll along said cam grooves, and convert the axial displacement to rotation or pitch angle; and wherein the passive pitchable device ensures said blades are at the optimum angle of incidence in the stationary position; as the rotor turns, the net force between centrifugal force on said blade and the resistant force from said compression spring causes the device to move axially outward while rotating to adjust the pitch of the rotor blade so that angle of incidence is optimal for the given wind speed; as the wind speed exceeds the design speed and the centrifugal force on the rotor blade continues to increase, the device continues the move axially outward while rotating in the opposite direction as to adjust the pitch of the blade in the opposite direction so that the rotor performance is controlled and severe dynamic loads are avoided.",2007,F03D   1/025; F03D   7/0224; B63H   3/00; F03D   7/02; F05B2240/60; Y02E  10/723; F05B2260/77; F05B2250/281; F05B2250/28
53574521,US19770808457,Floatation pump device,The invention comprises a pumping device for pumping water from the bottom of a lake or reservoir. The device has a raft with pipe means pivotably mounted to the raft. A rotatable shaft is mounted to the raft having a propellor at its lower end located in the upper end of the pipe means with wind driven means to rotate the shaft. The pipe means is pivotable to either a vertical or horizontal position and has means to lock the pipe means in a vertical position whereby the pipe means may be retained in a horizontal position when positioning the raft in a lake or reservoir whereupon the pipe means may be pivoted to a vertical position.,1977,F03D   9/00; F03D  80/70; F04D  13/066; Y02W  10/15; C02F   7/00; Y02E  10/72; Y02P  80/158; F03D   9/28; F04D  13/06
53591296,US20040811447,DUAL ROTOR WIND TURBINE,"A dual rotor wind turbine according to the present invention includes a rotatable drive shaft, a first rotor assembly connected to the drive shaft, a second independently-rotating rotor assembly coupled to the drive shaft rearward of the first rotor assembly, a first stage generator coupled to the drive shaft, a second stage generator operatively connected to the second rotor assembly, a housing wherein the generators are situated, a rotary base, and a tail. In use, the rotary base allows the tail to optimally position the rotors for collecting wind. Wind rotates the first rotor assembly, causing the drive shaft to rotate and operate the first stage generator. Wind passing through and directed off the first rotor assembly rotates the second rotor assembly, independent of the first rotor assembly, operating the second stage generator. The two stage generators are any combination of AC or DC electrical generators, pumps, and compressors.",2004,B63H   1/00; F03D  11/02; F03D   1/04; F03D   9/25; F05B2240/40; F03D   1/02; F03D   9/20; F03D  15/00; F03D  15/10; Y10S 415/908; F03D   1/025; F05B2260/4021; F03D   9/00; Y02E  10/725
53614780,US20040815684,"Vessel for transporting wind turbines, methods of moving a wind turbine, and a wind turbine for an off-shore wind farm",A wind turbine ( 1 ) has a base ( 5 ) divided into at least three ballast tanks ( 12 ). A vessel ( 7 ) has means for displacing the wind turbine between a loading space ( 25 ) and an unloading position ( 26 ). At its unloading position the vessel has winches ( 11 ) with at least three flexible lines ( 10 ) that can be connected with horizontally distanced lifting points ( 23 ) on the wind turbine base.,2004,B63B  35/44; E02B  17/027; E02B2017/0082; E02B2017/0091; F05B2240/95; B63B  25/002; Y02E  10/727; B63B  35/003; E02B  17/02; F03D   1/00; F03D  13/22; B63B  27/00; B63B  25/00; E02B  17/00; E02B2017/0095; B63B  35/00; E02B2017/0065; F03D  13/10; F03D  13/40
53695170,US20040830384,Ceramic matrix composite airfoil trailing edge arrangement,"An airfoil ( 30 ) having a continuous layer of ceramic matrix composite (CMC) material ( 34 ) extending from a suction side ( 33 ) to a pressure side ( 35 ) around a trailing edge portion ( 31 ). The CMC material includes an inner wrap ( 36 ) extending around an inner trailing edge portion ( 38 ) and an outer wrap ( 40 ) extending around an outer trailing edge portion ( 42 ). A filler material ( 44 ) is disposed between the inner and outer wraps to substantially eliminate voids in the trailing edge portion. The filler material may be pre-processed to an intermediate stage and used as a mandrel for forming the outer trailing edge portion, and then co-processed with the inner and outer wraps to a final form. The filler material may be pre-processed to include a desired mechanical feature such as a cooling passage ( 22 ) or a protrusion ( 48 ). The filler material may include an upper layer ( 77 ) and a lower layer ( 78 ) separated by an intermediate layer ( 76 ) that extends to between the inner wrap and the outer wrap along the suction and/or pressure sides.",2004,F05D2300/615; F03D   3/02; F05D2300/603; Y10T  29/49337; F01D   5/284; Y10T  29/49341; F01D   5/187; F01D   5/282; F01D   5/18; F01D   5/28; B63H   1/26
53716006,US20040834299,Control vane for a wind turbine,"A wind turbine uses a support tower with a rotatable upper portion supporting an electric generating turbine. A set of radially oriented blades rotate in a vertical plane. A control vane is mounted on a hinge bar and is movable vertically along the bar as well as bilaterally about the hinge bar, when the control vane is lifted out of a restraint well under the force of a wind vector moving in a first horizontal direction where the turbine would be counter-rotated. The control vane is pressed into the restraint well under the force of a wind vector moving in a second direction, essentially opposing the first direction. The control vane is urged to rotate laterally when lifted out of the restraint well, thereby rotating the upper tower portion until the control vane is positioned for being pressed into the restraint well so as to align the turbine blades for preferred blade rotation.",2004,B63H   1/06; Y02E  10/723; F03D   7/02; F03D   7/0204; F03D   7/04
53752662,US20040840906,Submersible power plant,A submersible power plant 10 comprises a submersible enclosure 12 having at least one intake valve 16 for admitting water at high pressure from the surrounding sea into and air space in the enclosure. An air shaft from the air space 96 is in communication with the atmosphere for maintaining the air space at approximately one atmosphere. A pump for evacuating water collected in the enclosure includes a buoy 62 responsive to ocean swells. A piston shaft 58 connected to the buoy reciprocates in the center bore 60 of a vertical column 52 extending upward from the bottom of the enclosure. As the piston shaft rises inflow valves 72 admit water in the enclosure into a valve housing 70 in communication with the center bore. As the piston shaft falls water is discharged from the valve housing into the sea through a discharge valve 80 in the bottom of the enclosure.,2004,F03B  13/12; F04B  35/02; F03B  13/1895; F03B  13/1875; Y02E  10/38; F03B  13/18; F03D   7/00
53753224,US20070841013,Wind turbine and operating method thereof,"A pitch controller, uninterruptible power supply, and rotational speed detector are disposed in the rotor in a wind turbine. When a slip ring failure or wire breakage occurs, the pitch controller internally creates a pitch angle command so as to control the pitch angle.",2007,F03D   7/00; F03D   7/0224; F05B2270/1071; F05B2270/328; F05B2270/1011; F05B2270/107; G05B  11/01; B63H   3/00; F03D   7/047; F05B2270/327; F03D   7/043; G05B  19/18; G05D   3/12; F03D   9/00; G05B   9/02; Y02E  10/723
53828600,US20070854675,Wave power generating device,"This invention relates to a wave power generating device, comprising a lifting pillar installed on a floating platform, a sleeve covered outside said lifting pillar and two groups of ratchet wheel mechanisms installed on said sleeve; wherein the inner wheel of each of said ratchet wheel mechanisms rotates with the sleeve, the outer wheel of each of said ratchet wheel mechanisms drives a corresponding power generator to generate power; and the first outer wheel in the first group of ratchet wheel mechanism rotates with a first inner wheel along the first direction when the lifting pillar is rising, while the second outer wheel in the second group of ratchet wheel mechanism rotates with the second inner wheel along the second direction when the lifting pillar is falling. The wave power generating device of the invention has advantages of simple structure, low loss, and high power efficiency, and may transport much power energy for various uses.",2007,F03B  13/1845; F03B  13/186; F03C   1/00; F05B2250/25; F05B2260/4031; F03B  13/12; F03B  13/1825; F03D   9/00; Y02E  10/38
53830021,US20040854924,Cooling arrangement for an offshore wind energy installation,"A cooling arrangement for an offshore wind energy installation, having a heat-absorbing device for absorbing heat generated by the electronic devices and/or the mechanical devices of the offshore energy installation, which is to be removed, and a coupled heat-dissipating device for dissipating heat to the surrounding water. The heat-absorbing device has a first cooling circuit operated by a fluid coolant which, in a heat exchanger device, transfers the absorbed heat to the heat-dissipating device having an open second cooling circuit operated with the ambient water as the coolant. A plurality of electrodes are arranged on the inner walls of the conduits of the second cooling circuit, which are spaced apart from each other in its extension direction, each of which is connected with a voltage supply device for generating an alternating high voltage between at least two of the electrodes.",2004,F03D   9/00; F03D  80/60; Y02E  10/72; F03D  11/00; F25D   9/00; F28F  19/00; H05K   7/20; F05B2240/95
53834277,US19770855688,Electric power generation,"Electric power is generated from a non-uniformly operating energy source such as wind or water waves by driving hydraulic pump means by a wind wheel or a bobbing float. The pump feeds hydraulic medium into a cylinder to raise a piston loaded by a weight. When the weight rises above a predetermined level, the medium is fed under its constant pressure to drive an hydraulic motor connected to an induction generator. Because the generator is driven at constant power (though intermittently) it can be connected to the public mains supply, eliminating the need to store power, without sophisticated interface arrangements. A second generator connected to a resistive space or water heating load can be cut in at higher energy levels. The hydraulic pump can be arranged to extract power from the source in the most efficient way.",1977,F03D   9/11; F03D   9/10; F03D   9/25; F03D   9/28; F05B2210/18; F05B2220/61; Y02E  10/725; Y02E  60/17; Y02P  80/158; F03D   9/19; F05B2210/16; F03D   9/18; F03D   9/02; Y02E  70/10; Y10S 415/906; Y10S 415/905
53903111,US20010868954,Device for preventing penetration of corrosive salt particles in an offshore wind energy facility,"Device for preventing the penetration of corrosively acting salt particles into the generator and gear area of an offshore wind power plant, with an air pressure generator for introducing air under an overpressure into at least a substantially closed part of the generator and gear area, and a filtering device connected upstream of the generator and gear area in the flow direction for the separation of moisture and salt particles from the air to be introduced into the area by the air pressure generator.",2001,B01D  46/00; E02B2017/0091; F05B2240/95; Y02E  10/727; B01D  45/06; F03D  80/00; B01D  45/12; F03D  13/25; B01D  45/04; B01D  45/16; Y10S 415/908
53903191,US20010868970,Method for laying electrical cables from a first offshore wind power plant to a second offshore wind power plant,"A method for laying electrical cables from a first offshore wind power plant to a second offshore wind power plant. The method comprises placing the cable to be laid in the tower or the foundation of the first offshore wind power plant before the plant is erected, erection of the first offshore wind power plant, taking a tow line from one wind power plant to the other wind power plant, and drawing the leading end of the cable from the first wind power plant to the second wind power plant while releasing the cable from the tower or the foundation component of the first wind power plant.",2001,F05B2240/93; H02G   9/02; E02B2017/0039; E02B2017/0095; Y02E  10/727; H02G   1/10; F03D   9/257; E02B2017/0043; F03D   9/25; H02G   1/08; E02B2017/0091; F05B2240/95; F03D  13/25
53918490,US19780872131,Hydro-electric generator,The efficiency of a hydro-electric generator is improved by providing open-ended hollow tubes having influx ends proximate the axis and efflux ends proximate the periphery of a fan-bladed turbine. The jets of water developed by rotation of the fan-bladed turbine are directed against turbine vanes at the periphery of the fan blades. The device is particularly suitable for mounting in a water current such as in an ocean current or river.,1978,F03B   7/00; F03B  13/26; Y02E  10/28; Y02E  10/38; Y02E  10/721; F03B  17/06; F03B  13/12; F03B  17/061; Y02E  10/223
53960748,US20040880714,"Method and apparatus for reducing rotor blade deflections, loads, and/or peak rotational speed","A method for reducing at least one of loads, deflections of rotor blades, or peak rotational speed of a wind turbine includes storing recent historical pitch related data, wind related data, or both. The stored recent historical data is analyzed to determine at least one of whether rapid pitching is occurring or whether wind speed decreases are occurring. A minimum pitch, a pitch rate limit, or both are imposed on pitch angle controls of the rotor blades conditioned upon results of the analysis.",2004,F05B2270/309; B63H   1/00; F05B2270/32; F03D   7/04; F03D   7/042; F05B2260/80; F03D   7/0224; F05B2270/404; F03D   7/0292; F05B2270/17; F05B2270/328; Y02E  10/723
53960834,US20040880731,Methods and apparatus for reducing peak wind turbine loads,A method for reducing peak loads of wind turbines in a changing wind environment includes measuring or estimating an instantaneous wind speed and direction at the wind turbine and determining a yaw error of the wind turbine relative to the measured instantaneous wind direction. The method further includes comparing the yaw error to a yaw error trigger that has different values at different wind speeds and shutting down the wind turbine when the yaw error exceeds the yaw error trigger corresponding to the measured or estimated instantaneous wind speed.,2004,F03D   7/04; F03D   7/0204; F03D   7/0264; F03D   7/043; F05B2260/80; F05B2260/821; F05B2270/107; F05B2270/329; F05B2270/32; F05B2270/321; B63H   1/00; Y02E  10/723
53963374,US20040881244,Methods and apparatus for reduction of asymmetric rotor loads in wind turbines,A method for reducing load and providing yaw alignment in a wind turbine includes measuring displacements or moments resulting from asymmetric loads on the wind turbine. These measured displacements or moments are used to determine a pitch for each rotor blade to reduce or counter asymmetric rotor loading and a favorable yaw orientation to reduce pitch activity. Yaw alignment of the wind turbine is adjusted in accordance with the favorable yaw orientation and the pitch of each rotor blade is adjusted in accordance with the determined pitch to reduce or counter asymmetric rotor loading.,2004,Y02E  10/723; B63H   1/00; F03D  13/35; F05B2270/109; F03D   7/0292; F03D   7/04; F03D   7/0204; F03D   7/024; F03D   7/042; F05B2270/331; F03D   7/0224
53983363,US20040885330,Method and apparatus for determining a site for an offshore wind turbine,"A method for determining a site for an offshore wind turbine includes determining a plurality of possible site locations, and positioning an offshore assembly at at least one of the possible site locations, wherein the assembly includes a floating support structure, a tower extending upwardly from the floating support structure, equipment coupled to the tower, and a counter-balance system coupled to the floating support structure at a location below a center of gravity of the floating support structure. The method further includes measuring conditions at the at least one of the possible site locations using the equipment, and determining a site for the offshore wind turbine from the at least one of the possible site locations based on the conditions of the plurality of possible site locations.",2004,F03D  80/00; B63B  35/44; B63B  39/00; F03D  13/25; Y02E  10/727; B63B   1/047; G01M  17/02; G01W   1/00; B63B2035/446; F05B2240/95
54017107,US20010892392,Sailing assembly for small boats,"Small boats such as kayaks, canoes, and skiffs that are normally not propelled by wind power are provided with apparatus of this invention that can enable the conversion to a sailing vessel. A mast is movable from a horizontal inoperative position to an erect operable position. Lee boards are movable from a raised inoperative position to a lowered operative position. Sails are movable from a lowered operative position to a raised inoperative position. Movement between operative and inoperative positions of the sailing elements are all operable by the boater from the boater's normal position. The boater may thereby convert from a non-sailing to a sailing vessel or the reverse with a minimum of effort, time, and inconvenience. The vessel may be paddled with the mast up if desired.",2001,B63H   9/061; B63H   9/06; B63B  15/00; B63B  15/0083
54030976,US20040895198,Wind driven power generating system,"The present invention discloses a wind driven power generator. The wind driven power generating system comprises: a) an aerodynamic unit rotatably mounted at the top of a tower having a certain height; b) a plurality of rudders for aligning the aerodynamic unit with the direction of wind, the rudders being radially formed on the outer surface of the aerodynamic unit; c) a horizontal shaft rotatably and horizontally mounted in the aerodynamic unit, wherein one end of the outwardly from the backend of the aerodynamic unit and the other end of the horizontal shaft remains inside of the aerodynamic unit and is provided with a first bevel gear; d) a blade attached to the rear end of the horizontal shaft, wherein the blade is rotated by the wind and thus rotates the horizontal shaft; e) blade variation means disposed at the rear portion of the aerodynamic unit for slanting the blade backwards and forwards, depending on the wind pressure; f) a power generator installed inside the tower; and g) a vertical shaft for transmitting the rotating power of the horizontal shaft to the power generator, wherein one end of the vertical shaft is provided with a second bevel gear, which is engaged with the first bevel gear, and the other end thereof is connected to a rotor shaft of the power generator.",2004,F04D   7/04; F05B2240/2213; B63H   1/06; F05B2260/4031; F05B2260/502; Y02E  10/723; F03D   1/06; F03D   5/00; F03D  15/10; F05B2240/2022; Y10S 415/908; F05B2250/192; F05B2260/79; F03D   1/0658; F03D   7/0236; F03D   9/00; F03D   9/25; F03D  11/04; F05B2260/78; Y02E  10/725; F01D   7/02; F03D   7/04; F03D  15/00; Y02E  10/721; F05B2250/232
54031249,US20040895255,Methods and apparatus for deicing airfoils or rotor blades,"A method for deicing a rotor blade having a blade root, a blade tip, and a leading edge in which the rotor blade is operably coupled to a hub of a turbine includes circulating heated air through an outflow channel from the blade root towards the blade tip, recirculating the heated air via a return channel from the blade tip to the blade root, whereupon the recirculated heated air becomes returned air, and reheating the returned air for further circulation.",2004,B63H   1/14; F01D  11/00; F03B  13/00; Y02T  50/671; F03D   9/00; F03D  80/40; Y10S 415/905; F05D2270/8041; F01D  25/02; F05B2270/8041; Y02E  10/721
54075030,US20040904040,"Power generation assemblies, and apparatus for use therewith","A floating power generation assembly comprises at least three floating units ( 900 ) floating on a body of water, and at least three anchors ( 916 ) secured to a solid surface beneath the body of water, each of the floating units ( 900 ) being provided with a power generator, the floating units ( 900 ) being arranged substantially at the vertices of at least one equilateral triangle. Ship borne apparatus for deploying the floating units of such a power generation assembly and a novel multiple wind turbine assembly are also described.",2004,Y02E  10/38; Y02E  10/727; F03D   1/02; F03D   1/04; F03D  11/04; F05B2240/95; Y02E  10/725; Y10S 416/06; F03D  13/10; F03D   1/00; F05B2250/132; Y02E  10/721; Y10S 416/04; B63B2035/446; B63B2039/067; F03B  15/06; F03D  13/40; F05B2210/18; B63B  21/50; F03D   9/00; F03D  13/25; F05B2240/40; F03D; F03D   9/008; F05B2240/13; F05B2240/93; F05B2240/96
54076052,US20040904246,Hovering wind turbine,"A hovering wind turbine ( 1 ) whose blades ( 2 ) lie on the surface of an imaginary horizontal cylinder and have their pitch angle changing as a function of the rotational angle, allowing them to gather wind energy mainly in the upwind and downwind sectors of the cylindrical path and to use a fraction of the gathered energy to create lift by deflecting air downwards, mainly in the upper and lower sectors of the cylindrical path. The remainder of the gathered wind energy is used to drive a pair of on board electrical power generators ( 9 ), and anchoring tethers ( 13 ) carry electrical current to a land of offshore site. The turbine ( 1 ) is tied to a blimp ( 11 ) that is purposely located in its wind shade and keeps it airborne during periods of light or no wind.",2004,F05B2240/40; Y02E  10/74; F03D   3/068; F03D   9/25; F03D   9/00; F03D  11/04; H02P   9/04; F03D   3/002; F03D   3/065; F05B2240/923; F03D   3/00; F03D   3/06; F03D  13/20; F03D  13/25; F05B2240/922; F05B2240/92
54084988,US20010906050,Aeroengine nacelle afterbodies,"The invention discloses an aeroengine nacelle afterbody of the type comprising a common nozzle for exhausting the mixed hot and cold gases originating respectively from the fan duct and from the aeroengine combustion chamber, the said nozzle having a longitudinal axis more or less coincident with the axis of the said engine. The common exhaust nozzle consists of two half-nozzles which are more or less symmetric with respect to a plane containing the said longitudinal axis, the said half-nozzles being, on the one hand, individually hinged via one of their longitudinal edges to a support structure hanging down from the wing structure or from the fuselage of the aircraft and, on the other hand, lockable together along their opposite longitudinal edges.",2001,Y02T  50/671; F02K   1/78; B64D  29/00; F02K   1/70; Y02E  10/721; B63H   1/36; B64D  33/04
54093807,US20050907826,Ocean current power generator,"An apparatus and method for generating electricity from the movement of seawater in ocean currents. An impeller is set within a stationary frame. The impeller rotates around a non-moving shaft. There are four sets of electromagnetic coils, two of which are stationary, and two of which rotate with the impeller. The first set of coils is stationary. The second and third sets of coils rotate with the impeller. The second set of coils moves past the first set, generating an electric current which is used to energize the third set of coils. The fourth set of coils is also stationary. The third set of coils moves past the fourth set, generating another electric current, part of which is fed back to the first set of coils until they are brought to a maximum operating electro-magnetic field density, and part of which is transmitted externally to supply electric power on shore.",2005,F03B   3/126; F05B2240/14; F05B2240/97; F03B  13/10; F03B  13/264; F05B2250/5011; F05B2280/5008; Y02E  10/223; Y02E  10/28; F03B  11/02; Y02E  10/226; F03B  13/00; Y02E  10/725; F03D   9/00
54095877,US20010908254,Rotating electrical machine having a permanent-magnet rotor,"In a rotating electrical machine having a permanent-magnet rotor, the tubular, highly thermally conductive supporting body of the stator forms a thermal bridge to a cooling means. In order to allow the end windings of the stator windings to be cooled effectively as well, the end windings also each have an associated thermal bridge, which completely fills the space between the end windings and the supporting body of the stator. This thermal bridge is of solid construction having a solid ring, which is connected to the supporting body of the stator with a force fit, and a cast-resin body which is cast into this solid ring. The cast-resin body has a thermal conductivity of more than 1.6 W/mK and, for this purpose, contains a powdery, highly thermally conductive filler making up a proportion of 50 to 90% by weight, preferably an aluminum nitride coated with silicon dioxide.",2001,H02K   3/44; H02K   5/04; H02K   7/18; Y02E  10/726; F03D   9/00; H02K   9/22; H02K  21/14; H02K   3/505; H02K  21/22; B63H   5/125; B63H2005/1258; H02K   3/50; H02K  15/12; H02K2203/09; F03D  11/00
54109711,US20010911224,Releasable control yoke anchor system for kite,"A control yoke anchor system 1 for many uses of wind powered objects. The wind-powered object is tethered by lines 5 to a control yoke 2, which is releasably attached to an anchoring member 3. This anchoring member is attached to an anchor 6. This invention, by putting the control yoke in the center of projected aerodynamic forces path before anchoring them solves the problem of the user having to bear all or a portion of the wind powered object's tensile force in his/her arms and at the same time it allows for unimpaired control.",2001,B63H   8/16; B63B  34/54; B62B  15/001; B63B  35/79; B62B  15/004; B62B  15/00; B64C  31/06
54150946,US20010920247,Distributed generation drivetrain (DGD) controller for application to wind turbine and ocean current turbine generators,"A wind or ocean turbine has an input-power shaft-mounted, rotating bull-gear with smaller stationary pinion-driven powertrains including generators mounted around the periphery of the bull-gear. A controller regulates torque experienced by each powertrain to balance torque between generators at any system load. Regulation includes controlling local voltage at each generator by a transformer configured as a reactor. Coils of the transformers are wired in parallel and actively modulated with an SOR, solid-state, switching device. Each generator output is connected to a respective primary coil of a transformer and a respective secondary coil is connected to an SCR. By using pulse width modulation, the SCR is gated on and off for a portion of a 60 Hz cycle. By adjusting the duty cycle of SCR gating, any voltage between 80% and 100% is attained to satisfy immediate torque requirements.",2001,F05B2270/335; Y02E  10/226; F05B2260/40; F03D   7/0272; F03D   7/042; F05B2270/322; Y02E  10/723; F05B2270/1032; F03B  15/06; F03B  15/16; F03D   7/04
54162179,US19860922777,"Helicoidal structures, useful as wind turbines","A collapsible structure comprising a non-rigid helicoidal sheet braced by light-weight members according to one of several methods. The structure is used in the construction of a wind turbine, wherein a flexible fabric sheet (21) is reinforced by wires (42) sewn into its edges, and may be further reinforced by ribs or battens (30) sewn crosswise into the sheet. One end of the turbine is cnnected via a swivel (24) to a fixed mast (22) while the other end is conneced to the shaft (26) of an alternator. The electrical output of the alternator is connected through a rectifier/regulator (34) to a storage battery (38), thereby providing constant DC power. An alternative method of bracing employs ribs (30) along with counterhelical cables (64).",1986,F05B2280/30; F05C2253/02; F03D   3/002; F03D  13/20; Y02E  10/74; F03D   3/00; F03D   3/06; F03D  80/70; F05C2253/025; Y02E  10/727; F05B2280/6001; F03D   3/062; F05B2240/243; F05B2240/931; F05B2280/6002; F03D   3/061; F03D   9/11; F03D   9/25; F03D  11/04
54168413,US20010924077,Wind and water motor,"This is a totally new way to harness the power of wind and running water as in rivers and ocean currents. It consist mainly of two supporting wheels mounted permanently on a main shaft. Between those two wheels are four blades, or sails, that will transfer the power of wind and running water to the main shaft to make it rotate.Those sails will be mounted between the supporting wheels at 0, 90, 180 and 270 degrees by means of secondary shafts attached permanently to the center of them and free to rotate between the supporting wheels. Those secondary shafts will protrude through one of the supporting wheels and a sprocket wheel is attached to each of them. All four sprockets will be connected with a chain and positioned in such a way that the sail mounted at zero degrees will be in a vertical position and the one mounted at 180 degrees will be in a horizontal position. Sails mounted at 90 and 270 degrees will be at 45 degrees angle but in opposed orientation. The sails rotate inside the supporting wheels at half the speed by means of another set of chain and sprockets. One sprocket with the same number of teeth as the ones used to rotate the sails is attached permanently to a mast that supports the entire mechanism. Another sprocket with twice the number of teeth is attached permanently to one of the sails' shaft. These two sprockets are connected by a chain causing the sails to rotate at half the speed of the supporting wheels in the opposite direction. Therefor, when any of the four sails reaches the top position will be absolutely vertical facing the wind or the current of water when the entire mechanism is inverted.",2001,F03B  17/067; F05B2260/505; F03B  17/06; F03D   3/068; F03D   3/06; Y02E  10/28; F05B2240/931; Y02E  10/74
54188628,US20010928277,Wind-powered vehicle,"A wind-powered vehicle having a longitudinal axis and being capable of traveling in the direction thereof across a generally horizontal and generally dense medium such as water, ice or land. The vehicle includes an air propeller assembly rotatable about a propeller axis by generally horizontal wind forces. A rotation of the propeller assembly is communicated by a rotary coupling to a rotary drive member. In one embodiment, the rotary drive member includes a water propeller for propelling a water vehicle. In another embodiment, the rotary drive member includes at least one wheel for propelling a land or ice vehicle. In yet another embodiment, the rotary drive member includes at least one bladed reel for propelling an ice vehicle. The air propeller includes at least two blades extending generally perpendicularly from the propeller axis, each blade being pivotable against a resilient bias and about a laterally adjustable blade pivot axis, which is generally perpendicular to the propeller axis, by generally horizontal wind forces. Manual adjustments are required only to steer the vehicle and to reverse its direction of travel.",2001,F03D   9/32; Y02E  10/727; Y02T  10/90; Y02T  70/58; F03D  15/10; B60K2016/006; Y02T  70/5254; F03D   9/25; F03D  11/04; Y02E  10/725; F05B2240/931; F05B2240/941; F03D  13/20; B60K  16/00; B63H  13/00
54208875,US20070932368,Superfinishing large planetary gear systems,"A method of superfinishing a large hollow wheel gear in a vibratory bowl having a center hub comprises at least partially filling the vibratory bowl with an amount of finishing media, laying the gear horizontally into the bowl over the center hub, supplying a quantity of an active chemistry into the bowl and agitating the vibratory bowl at a frequency such that the gear settles into and is fully supported by the media. By controlling the process parameters, the hollow wheel gear may be caused to rotate in the media and can be made to float at a desired level. The method is particularly suitable for hollow wheel gears for large wind turbines.",2007,C23C  22/05; F16H  55/06; F16H  57/0006; F16H  57/0463; Y10T  29/49467; F03D  11/02; F16H  57/04; F16H  57/00; B24B  31/00; B24B  31/073; Y02B  10/30; F16H  57/08
54230738,US20040936902,Wind turbine with outer noise shell,"For reduction of the noise radiation of a wind turbine with a tower ( 1 ) having an outside ( 8 ), a noise shell ( 4 ) is provided, which at least partially surrounds the outside ( 8 ) of the tower ( 1 ) and is positioned at a distance from the outside ( 8 ) of the tower ( 1 ). An air gap ( 24 ) remains between the tower wall ( 2 ) and the noise shell ( 4 ). The noise emitted from the tower wall ( 2 ) is absorbed by the noise shell ( 4 ). The noise shell can be composed of a waterproof outer layer ( 6 ) and a damping layer ( 10 ) directed towards the tower wall ( 2 ).",2004,F01D   5/26; Y02E  10/72; B63H   1/06; G10K  11/16; F01D   5/10; F03D   9/00; F05B2260/96; Y10S 415/909; F03D  80/00; F03D  11/00; F03D   1/02; F03D  11/04; Y10S 416/06
54234487,US20010937711,"Generator for a windmill, stator module for use in such a generator and use of such a generator","The invention concerns a generator for a windmill. The generator is of the kind being directly coupled to the main shaft of the wind rotor of the windmill. The generator is a stator consisting of a number of stator modules that are individual and which may be installed, repaired and dismantled individually and independently of each other. This implies that it is very easy and thereby cheaper to mount the mill, especially at sea, as the stator for the generator can be transported in smaller units, which also makes it easier to assemble the stator in the tower top section. By sequent repairs and other maintenance of the generator it is not necessary either to use large cranes, but it is sufficient to use smaller hoisting devices that may be handled by one or two persons.",2001,F05B2230/60; H02K  15/0006; F03D  15/20; Y02P  70/523; H02K   5/10; H02K2213/12; F03D   9/00; F03D   9/25; H02K   1/18; H02K   7/1838; H02K  15/02; H02K  16/04; H02K  21/14; H02K2201/03; Y02E  10/725; F05B2220/7066; H02K   1/148; F03D  13/10
54251449,US20040941180,Wind turbine,"A wind turbine comprising: (1) a support portion; (2) a hub that is mounted to rotate adjacent the support portion; and (3) at least one turbine blade mounted adjacent the hub and that comprises both a rotor and a sail that is mounted adjacent the rotor. The rotor may be in the shape of an airfoil, and the sail is preferably mounted to be selectively extended and retracted adjacent the rotor. The wind turbine may include a boom that extends adjacent the rotor. In one embodiment, the sail is mounted so that the sail is stored adjacent within, or adjacent a rear surface of, the boom when the sail is in a retracted position. The exterior surface of the boom may be substantially in the shape of an airfoil. In one embodiment, the wind turbine is configured to selectively extend or retract its sails in response to varying weather conditions.",2004,B63H   1/06; F05B2240/2023; F03B   3/14; F05B2240/313; Y02E  10/721; F03D   1/0608; F05B2240/312; F05B2240/2021
54252807,US20070941459,Oscillation damping of a wind turbine,"The invention relates to a wind turbine and a method for operating the wind turbine planted in the floor of a body of water. The wind turbine includes a support structure and a rotor, which is arranged on the support structure. The rotor has a rotor blade. The wind turbine operates in a trundle mode in order to reduce the oscillations in the support structure created through mechanical impacts on the support structure.",2007,F03D   7/0256; F05B2260/96; F03D   7/0224; F05B2240/95; F03D   7/02; F03D  13/25; Y02E  10/723; F03D   7/0276; Y02E  10/727; E02B2017/0091; F03D   7/0296; F05B2270/304; F05B2270/334
54269562,US19970944836,Wind-powered air/water interface craft having various wing angles and configurations,"A wind powered air/water interface craft disposed in a mechanically simple configuration(s) with a control for trimming and/or adjusting the area of the various air and water foil elements either independently or together or both. All of its structural elements are useful as lifting or driving surfaces or buoyant elements thereby minimizing parasitic drag and conflicting forces. In some configurations, free flight is also possible for brief periods of time or for longer periods in conditions where dynamic soaring is possible. The rig is able to develop vertical lift before necessarily having forward motion. Although similar in some configurations to a windsurfer, its operation is not dependent on the strength of the human operator, so that it has the capacity for power and payload greater than the strength and weight of the operator.",1997,B63B   1/12; B63B2001/145; B63H   9/06; B63B   1/125; B63H   9/061
54272538,US20010945453,"Spinner with continuous 3-fold symmetry for multiple utilitarian, educational and ornamental uses","The Mamikon spinner is a continuous 3 twist, single surface, having threefold symmetry and dynamic properties. It spins with a slight flow of air in the direction of the axes, and when rotated about the axis of symmetry, it acts as a blade, propeller or fan, providing for a multiplicity of utilitarian, educational, entertainment and ornamental uses.",2001,A47J  43/0722; F03D   1/06; F03D   1/0608; F05B2250/33; A47J  43/07; B44F   1/00; Y02E  10/721; A47G  33/08; A63H  33/40; A47G  33/0809; B63H   1/26; B63H   1/265; B44F   1/08; B44C   5/00
54289511,US19970949021,Variable pitch marine propeller,"A variable-pitch marine propeller system has a propeller unit for mounting on a drive shaft, and a power unit including a stationary annular hydraulic cylinder for operating the propeller unit, a hydraulic remote control unit being fluid-coupled to the power unit. An annular piston of the hydraulic cylinder is coupled to a ring-shaped actuator yoke by a roller thrust bearing, the actuator yoke axially displacing a mating yoke of the propeller unit with which the actuator yoke is allowed to rotate. The piston operates in a sealed environment for the exclusion of water from the separately sealed surfaces of the cylinder itself. In one configuration, the propeller unit is replaceable without disturbing the sealed environment of the annular piston. The control unit includes a hydraulic control cylinder that is operated by a rotatably mounted barrel that engages a threaded piston rod. Alternatively, the control cylinder is actuated by a lever having biasing springs and an adjustable brake.",1997,B63H   3/08; F03D   7/02
54299515,US20040951335,Electrical machine with double-sided stator,"Machines useful for wind turbine and ship propulsion purposes include a wind turbine generator or a ship propulsion motor with two concentric air gaps. In one embodiment, the machine includes a rotor with an inner rotor core and an outer rotor core; and a double-sided stator with an inner stator side and an outer stator side. The double-sided stator is concentrically disposed between the inner rotor core and the outer rotor core.",2004,B63H2005/1258; H02K   1/20; Y02E  10/725; H02K   7/1838; H02K  47/00; F05B2220/7066; H02K   1/22; H02K   7/14; F03D  80/60; H02K  21/12; F03D   9/00; F03D   9/25; H02K   7/086; H02K  16/00; H02K   5/20; F03D  15/20; F05B2220/7068; B63H   5/125; B63H  21/17
54335372,US20020959778,Offshore wind turbine with liquid-cooling,An offshore wind turbine is disclosed wherein the power transmission in the nacelle is cooled by means of a liquid conducted to the nacelle from the tower on which the nacelle is pivotally arranged around a vertical yawing axis. The liquid transfers heat to the seawater near the turbine which is used as a heat sink of low temperature and enormous heat capacity as compared to traditional air cooling. The liquid is conducted in a closed circuit and the cooling system may comprise more than one cooling circuit. The flow of cooling-liquid may be conducted between the tower and the nacelle through a heat transfer unit having a first part that is stationary with respect to the tower and a second part that is stationary with respect to the nacelle. The parts have at least one annular passageway for a liquid flow defined between abutting surfaces of the parts.,2002,F03D  13/25; F05B2240/95; F03D  15/00; Y02E  10/726; F16L  39/04; F03D  80/60; Y10S 415/908
54478147,US20040996675,Wind turbine,"A wind turbine, with: a rotatable frame; a plurality of airfoils mounted to the rotatable frame, wherein the airfoils extend parallel to an axis of rotation of the rotatable frame; a wind block positioned to restrict airflow over at least a portion of the rotatable frame; and at least one drive wheel in contact with the rotatable frame.",2004,Y02E  10/74; F01D   1/06; Y10S 415/906; F03D   3/00; B63H   1/06
54769370,ZA19770003612,A SAIL TO ROW,NULL,1977,B63H   1/32; F03D   3/067; F05B2260/72; B63H  13/00; F03D   3/06; Y02T  70/58; Y02E  10/74; F05B2240/211
54858499,ZA19920004269,Wind powered or assisted hydrofoil craft,NULL,1992,B63H   9/061; B63B   1/28; B63B   1/283; B63H   9/06
54864686,ZA19930007671,Electric power generator,NULL,1993,F03B  13/14; Y02E  10/32; Y02E  10/727; F03B  13/142; F03D   9/00; F03D   9/008; F03D  11/04; Y02E  10/74; Y02E  10/38; F05B2240/212; F03D   3/04; F03D  13/25; F05B2240/93; F02C   1/02
54866607,ZA19940001566,Floating chimney,NULL,1994,E04H  12/28; F05B2240/131; E04H2015/202; F03D   9/007; Y02E  10/465; F03D   9/00; E04H2015/204; E04H  15/20; Y02E  10/725
54878236,ZA19960001284,A wind powered vehicle,NULL,1996,B62B  15/00; B62B  15/004; B63B  15/02; B63H   9/08; B62B  15/001; B63H   9/06; B63H   9/069
54910391,ZA20020000063,Rotor with a split rotor blade.,NULL,2002,B63H   1/26; F03D   1/06; B64C  27/467; Y02T  50/673; B64C  27/00; B64C  11/16; F03D   1/0608; F04D  29/24; B63H   1/18; F01D   5/141; B63H   3/00; B64C  11/18; F04D  29/242; B63H   1/265; F04D  29/38; F01D   5/14; Y02E  10/721
54911850,ZA20020002446,Landing stage.,NULL,2002,F03D  13/10; F03D  13/22; F05B2230/80; B63B  22/02; E01D  11/02; E01D  15/14; F03D  11/04; F03D  13/25; F03D  13/40; B63B  35/44; E02B2017/0073; E02D  27/42; Y02B  10/30; B63B  35/50; E01D  15/24; F05B2230/60; Y02E  10/727; E02B  17/027; E02B2017/0091; F05B2240/95; E02B2017/0069; E02D  27/425; Y02P  70/523; E02B  17/025; F03D   1/00
54912274,ZA20020003162,Method and system for installing and transporting an offshore wind power station at sea.,NULL,2002,F03D  11/04; F03D  13/25; F05B2230/6102; E02B2017/0091; F03D  13/22; F05B2240/93; Y02E  10/727; E02B  17/02; E02B2017/0065; F03D  13/10; Y02P  70/523; E02D  27/42; E02D  27/425; F03D   1/00; F03D  13/40; F05B2240/95; B63B  35/003
54917041,ZA20030000715,Floating structure for mounting a wind turbine offshore.,NULL,2003,E02B2017/0091; B63B; F03D
54922803,ZA20040000529,"A floatable structure for mounting a wind turbine offshore, and a method for mounting a wind turbine offshore.",NULL,2001,F03D; E02B2017/0091; B63B
54923881,ZA20040002379,Method for operating a wind park.,NULL,2004,F03D   7/02; H02P   9/00; F03D   7/0284; F05B2270/335; H02J   3/386; Y02E  10/763; Y10T 307/724; F05B2270/304; F03D   7/0272; F03D   7/048; F03D   9/257; F03D   7/04; F03D   9/255; F05B2270/1033; B63H   1/06; F03D   7/00; F05B2270/337; H02J   3/38; Y02B  10/30; Y02E  10/723; Y02E  10/725
54931841,ZA20050007212,Floating solar chimney,NULL,2005,F03D   1/04; F03G   6/045; Y02E  10/465; F03G   6/04; F03G; F05B2240/131; F05B2240/922; F05B2240/93
54955636,EP20070731683,AERODYNAMIC OR HYDRODYNAMIC PROFILE WHICH CAN BE DEFORMED IN A CONTINUOUS AND CONTROLLED MANNER,NULL,2007,F01D   5/148; B63B   1/24; F01D   7/00; F03D   1/0675; F05B2240/311; Y02T  50/672; F01D  17/16; Y02T  50/673; B64C  11/20; B63B   1/285; B64C   3/48; Y02E  10/721
54960841,JP20070055963,WATER STORAGE TANK IN SEA,"<P>PROBLEM TO BE SOLVED: To provide a water storage tank in the sea, which can efficiently prevent water quality degradation of stored water therein by using natural energy without employing a large-scale water quality degradation preventing device that requires a large amount of driving energy. <P>SOLUTION: The water storage tank in the sea is formed of: a large-diameter cylindrical bag body 3 always located in the sea, and made of a flexible sheet so that an internal volume thereof is changeable according to a storage quantity of fresh water flowing therein via an intake port; a small-diameter cylindrical body communicating with the bag body; a float arranged on an upper portion of a wall surface of the bag body; a net body 6 enclosing the outside of the wall surface of the bag body; a cylinder 12 arranged so as to be opposed to a side wall 3a of the bag body on the outside of the net body, and functioning to contract the bag body internal volume via a pressing body; a pressure fluid feeding device arranged on the float, for feeding operating fluid to the cylinder, a solar battery facility, a windmill-based rotation drive unit, or a water turbine-based rotation drive unit; and a control valve. The water storage tank in the sea forces the stored water to flow by reciprocal motion of a cylinder rod 12b. Further the water storage tank carries out aeration, agitation, etc. by an air diffuser pipe, and agitation blades. <P>COPYRIGHT: (C)2008,JPO&INPIT ",2007,E03B  11/10; B63B  25/08; B65D  88/78; E02B   1/00; E03B  11/00; Y02A  20/104
54991292,CN200810010382,Crane used for maintenance of large-scale wind power equipment,"The invention discloses a maintenance crane used for a large-size wind power device, comprising a steel structure, a raising drive mechanism, a special hanger and an electronic controlling system, wherein, the steel structure is arranged inside an engine room of the wind power device and is provided with the raising drive mechanism and a trolley as well as the traction and anti-shake device. The invention is characterized in that the crane also comprises a weight difference variable multiplying factor raising line which consists of a wire rope, a direction-changing assembly pulley, a trolley assembly pulley, a hanger assembly pulley, a fixed assembly pulley and a fixed point or a balancing device; one end of the wire rope is fixed on the raising drive mechanism, the other end of the wire rope is respectively connected to the special hanger by the weight difference variable multiplying factor raising line, the raising and the dropping of a weight are realized under the control of an electric control system. The invention can replace the existing ultra-large type mobile crane or the floating crane and provides an economic and safe hoisting method and a path for the large-size wind power device.",2008,B66C  13/06; Y02E  10/722; F03D  80/50; B66C  17/06; B66D   1/20
55003122,EP20070821661,CELLULAR STRUCTURE COMPOSED OF ONE OR MORE LAYERS OF CELLS INTENDED FOR CAPTURING ENERGY,NULL,2007,F03B  13/20; F05B2240/20; F24S  30/452; Y02T  70/14; B63B  35/44; H02S  20/00; B63B2035/4466; B63B2035/446; F24S2020/10; Y02B  10/30; Y02E  10/47; B63B   7/08; H01L  31/04; Y02E  10/725; F03D   9/00; B63B   7/082; B63B2035/4453; F24S  20/70; H02S  20/30; Y02B  10/70; B63B   3/08; F24S2025/017; Y02E  10/38; Y02E  10/50
55017684,DE20071029921,Vorrichtung zur Energie- und S¸flwassererzeugung im Meer,"Es ist bekannt, eine grofle Anzahl von Photovoltaik-Modulen oder Windenergieanlagen an k¸stennahen Orten oder auf Schwimmkˆrpern aufzustellen und damit Energie zu erzeugen. Mit dieser Energie kˆnnen Meerwasserentsalzungsanlagen betrieben werden, die aus dem Meerwasser dann Trinkwasser erzeugen. Eine entscheidende Verbesserung ist es, Energie- und Trinkwasser auf einer halbtauchenden, drehbar verankerten Insel zu produzieren. Ein Hohlkˆrper (1) tr‰gt eine Fl‰che, auf der die Photovoltaik-Module (2) und Windkonverter (9) aufgestellt sind. Im Hohlkˆrper befinden sich alle Aggregate, Energiespeicher und Strom- und Wasserleitungen, die zum Betrieb der Anlage nˆtig sind. Im Zentrum des Rings ist die Aufh‰ngung f¸r die Verankerung (3) frei drehbar angebracht. Getragen wird die Insel durch mindestens 3 Schwimmkˆrper (6), die zum Ausgleich der unterschiedlichen Beladung der Insel und zur Erhˆhung der Stabilit‰t bei Seegang geflutet oder wieder entleert (6a) werden kˆnnen. An den Schwimmkˆrpern befinden sich Motoren (8), die eine automatische Ausrichtung auf den Sonnenstand und so eine Erhˆhung der Energieausbeute ermˆglichen. Die Schwimmkˆrper und ihre Halterungen (7) sind hydrodynamisch g¸nstig geformt und um die Hoachachse drehbar an der Plattform angebracht. Durch geeignete Grundrissformen ist es mˆglich, mehrere Inseln stabil zu koppeln und somit den Energie- und S¸flwasserertrag zu vervielfachen. Die Vorrichtung ermˆglicht die Energie- und S¸flwassererzeugung im Meer, ...",2007,B63B  35/44; E02B2017/0091; Y02A  20/142; B63H2021/171; Y02T  70/5245; F03D  13/25; Y02E  10/727; B63B  38/00; B63J   1/00; H02S  10/12; F05B2240/93; F03D  11/04; F24S  20/70
55020192,ES20030730930T,DISPOSITIVO PARA CENTRAL EOLICA SITUADA EN AGUAS PROFUNDAS.,"Central (1) eÛlica que puede flotar en el agua, que comprende una carcasa (8) de m·quina montada sobre una torre (2) que se extiende por debajo de la superficie del agua, caracterizada porque la torre (2) es una estructura alargada de forma generalmente cilÌndrica que tiene una parte axial superior sobre la que est· montada la carcasa (8) de m·quina y una parte axial inferior por debajo de la superficie del agua que contiene material (5, 7) de lastre para proporcionar el centro de gravedad total de la central (1) que est· situada por debajo del centro de flotaciÛn de la central (1) de modo que la central flota esencialmente en una posiciÛn vertical.",2003,B63B2035/442; F03D  13/25; B63B  21/50; F03D  13/10; F03D  13/22; Y02E  10/727; B63B  35/44; E02B2017/0091; E02D  27/425; B63B2035/446; F03D  11/04; F05B2240/95; Y02E  10/725; E02D  27/42; F03D   1/00; F03D   9/00; B63B  35/4406
55029615,US20060091957,Method for damping tower vibrations in a wind turbine installation,"A method in connection with a wind turbine installation for damping tower vibrations, in particular a floating wind turbine installation comprising a floating cell, a tower arranged over the floating cell, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower's eigenvibrations, ?eig, are damped by, in addition to control with the controller in the constant power or RPM range of the wind turbine, an increment, ??, being added to the blade angle of the turbine blades on the basis of the tower velocities, ?Z, so that the eigenvibrations are counteracted. The vibrations in ? that have frequency ?eig can expediently be damped by means of a stabiliser with the transfer function Hstab(s) between the tower velocities, ?Z, and the blade angle, ??, which is such that the loop transfer function H??-?Z-dot{j?eig)Hstab(j?eig)=?b, which means that: (I) where ìbî is a variable depending on the moment and thrust characteristics of the turbine blades.",2006,F03D   7/02; F03D   7/024; F03D   7/044; F03D  13/25; F03D   7/0224; Y02E  10/727; F03D   9/25; F03D  11/04; F05B2260/96; Y02E  10/725; F03D   7/0296; B63B  39/00; F03D; F03D   7/04; F03D   9/255; F05B2240/93; Y02E  10/723
55067463,US20060995309,Power control of a wind park,"A method for regulating a wind energy installation including a rotor-driven generator, a converter connected to the generator, and a controller that regulates power emitted into an energy transmission system to within a limit value involves determining a maximum current value in a connection path, determining a current reserve value for power emitted into an energy transmission system, and determining a correction value for following a limit value of the emitted power from the maximum current value and the current reserve value. The wind energy installation and the method for its regulation also includes the use of a limitation device configured to set a phase angle between an emitted current and voltage of an electrical system in response to a selection signal in such a way that primarily active power or primarily reactive power is fed into the energy transmission system when the maximum current value is reached.",2006,F03D   7/028; F03D   9/257; Y10T 307/522; H02J   3/1885; Y02E  10/563; Y02E  10/763; H02P   9/04; Y02E  10/723; F03D   7/0284; H02J   3/383; Y02E  40/34; F05B2240/95; H02J   3/16; F03D   9/255; H02J   3/386; Y02E  40/32; F05B2240/96
55084644,CN200710156104,Wind eletricity big floating-raft structure,"The invention relates to a wind electricity floating raft structure. A floating raft used for a trilobed windmill group uses a spacial tension structure of a plurality of elliptical cross sections, vertical pipes A and A1, an upper carling B, a lower carling B1, a crossbeam C, etc. to form huge cross sectional moment of inertia, thereby reducing slender proportion. The vertical pipes A and A1 aredistributed without uniform heads. Penetrant space, subulate head and tail of the vertical pipe and stand pipes with elliptical cross section minish wave resistance and concentrated elevating power. A rear hanging floating raft A3, a long arm of force G, a shock absorber, a sensor J, etc. are hung and connected by a gemel F to maintain the balance of overturning moment. A structure that two amalgamated pipes D1 and D2 are used causes the length of the vertical pipes A and A1 to be disassembled, thereby being convenient to produce, repair and transport. The A3 floating raft extended by rear hanging also ensures that the entire large structure becomes easy to control and safe.",2007,Y02E  10/722; F03D   9/25; F03D  80/00
55084646,CN200710066981,Floating water wind power station,"The invention relates to a floating water wind electric station, which comprises a wind generating set in which the wind is introduced by a conical wind collecting tube towards a cone small end; a floating big raft formed by a plurality of long tube bodies which are anchored and fastened in the sear area and are capable of automatically floating and aligning to the orientation facing the wind wave. The long tube bodies which form the floating bid raft are formed by tube bodies floating on the water surface and tube bodies under the water corresponding to those floating on the water surface. Each tube body is connected by using a vertical and transverse connection tube and the structural force is strengthened by using a stretching wire or a steel rope, thus the stiffness is improved. The middle sections of the tube bodies at the right side under the water corresponding to the left side are all filled with part of water. An electromechanical pump system for charging and discharging water is arranged on the water surface. The floating and lifting degree of the big raft is controlled by regulating water storage to suit for various wind waves with different sizes. The front and rear ends of all the tube bodies are all in a streamline shaped. The wind electric station can float on water to automatically generate electricity into the wind with a definite direction in a mode that the station is fastened to an isle, a reef or a seabed anchor, and can supply the optimum electrical source for keeping ahead to occupy sea and exploiting hydrotherm polymetallic sulphide, rich cobalt incrustation and polymetallic concretion.",2007,F03D  13/25; F03D   1/04; Y02E  10/727; F03D   9/25; Y02E  10/725
55114903,CN200710156283,Floating raft three-blade wind power cluster,"The invention discloses a float three vanes wind force unit, wherein the float is made of several hundreds of cube double-layers or several layers of space structure with phi 2.5-3m longitudinal tubules A in the water horizontally and loosely, the top of the middle and the back parts of several longitudinal tubules A are fixedly linked and formed into groined shaped vertical face by using beams Band C via a vertical tube D, several wind power units E on the beam B constitute the weather unit, the analog wind power unit is delayed by hinge F along wind direction to form the wind power unit group that is anchored at the reef or sea bottom, the wind power unit group floats along wind direction always, thereby the float three vanes wind force unit has the advantages of that firstly, the windpower unit saves a yawing device and a windward device, secondly, a section of a tower rack (tower cylinder) can be made into stream-line shape and is drawn by steel bar, further reducing the cost and being beneficial for the wind wheel to be set at windward or tailwind direction, thirdly, the large-megawatt graded float wind power unit group can be driven by ship or boat to the water area that is provided with superior monsoon for accelerating the development of sea resource and reinforcing the national defense. The aerial view is symmetrical at K-K center and K1 is wind direction.",2007,F03D   1/00; Y02E  10/72
55129206,EP20080761554,RIGID SAIL WITH CONFIGURABLE PROFILE,"Rigid sail of configurable profile. It is formed by a rigid structure (2) with a tapering cross-section, constituted by two convex or concave-convex side rigid walls (3, 4) and faced to each other, joined at two common end edges (5, 6), defining an internal space (7). It comprises closing elastic sheets (13, 14), each associated to one of the rigid walls (3, 4), joined to the corresponding wall in at least a zone; external closed spaces (23, 24) of variable volume, defined between each side rigid wall (3, 4) and each elastic sheet (13, 14); a plurality of perforations (8), provided at the rigid walls (3, 4); means for generating and supplying compressed air to blow air in the external closed spaces (23, 24) through said perforations (8), to blow said elastic sheets (13, 14), increasing the volume of said external closed spaces; and means for generating and supplying vacuum in said external closed spaces (23, 24) through said perforations (8), to deflate said elastic sheets (13, 14), decreasing the volume of the external closed spaces.",2008,F05B2220/61; F03B  17/00; F03B  17/061; F03D   9/00; Y02E  70/10; B63H   9/06; B63J2003/046; F03B  13/10; Y02E  10/22; Y02E  10/28; B63H   9/0615; F03B  13/00
55133080,RU20070105062,WIND-ELECTRIC SET,"FIELD: transportation, engines and pumps. ^ SUBSTANCE: wind-electric set primarily for sailcraft contains wind engine, drive and connecting them transmission. Wind engine and drive are made in the form of sails and propulsion blades rigidly fixed by their center part on movable rods which rotate power axle and are rotated by power axle. Interdependency of power axles rotation and sails rotation simultaneously with self-orientation of sails down the wind and propulsion blades with vessel movement control is performed by planetary gear sets with ratio 2:1 in such a way, that angular position of sail planes, power axle and wind direction are interconnected. In the drive, angular position of blade planes, its own power axle and rudder are interconnected. ^ EFFECT: increase of efficiency for conversion kinetic energy of wind into vessel movement. ^ 2 cl, 3 dwg",2007,F03D   3/00; Y02E  10/74; B63H   9/00
55136063,EP20060745301,AEOLIAN SYSTEM COMPRISING POWER WING PROFILES AND PROCESS FOR PRODUCING ELECTRIC ENERGY,NULL,2006,F05B2240/921; F03D   5/06; B63H   9/072; Y02E  10/70; B63H   9/06; B63H   9/069; F03D   5/00
55138029,EP20070732399,OFFSHORE APPARATUS FOR CAPTURING ENERGY,NULL,2007,F03D   9/02; F05B2220/61; F05B2240/95; F05B2240/40; Y02E  10/727; B63B  35/44; E02B2017/0091; B63B2035/4433; F03D   9/00; F03D   9/10; F03B  13/12; F03D   9/11; B63B  35/00; B63B2035/446; B63B2035/4453; F03D   9/257; F03D  13/25; Y02E  60/15; Y02E  70/10
55158552,US20080175161,Wind power system,"A system for capturing and converting and/or storing wind energy includes a vessel adapted to receive at least one wind machine for capturing wind and a device for converting wind energy to storable energy. A method of adapting a vessel, such as a surplus cargo ship or an oil tanker, for use as a offshore power generating system comprises equipping a vessel with devices for capturing a renewable energy source, positioning the vessel at sea to capture the renewable energy source, converting the renewable energy to a storable energy source, and storing the converted energy, and repositioning the vessel to capture further renewable energy or transport the stored, converted energy.",2008,F03D  13/25; F05B2240/931; Y02E  70/10; Y02P  20/133; B63B  35/44; F03D   9/02; F03D  11/04; F05B2240/95; H02P   9/04; Y02E  10/725; B63H  13/00; F03D   9/00; F03D   9/19; B63B  17/00; B63H  25/42; B63C   7/00; C25B   1/10; H02S  10/10; Y02E  60/366; F03D   9/25; H01M   8/0656; Y02E  10/727; F03D   9/32; Y02P  20/134
55162580,US20070677442,Wind energy generating apparatus with dihedral sails,"A wind energy apparatus has a shaft, a plurality of masts extending radially outwardly of the shaft, a plurality of dihedral sails respectively affixed to the plurality of masts, and a plurality of lanyards respectively connected to an outward surface of the plurality of dihedral sails. A controller is connected to the lanyards for contracting and extending the lanyards relative to the position of the masts. A generator is interconnected to the shaft for producing electrical energy relative to a rotation of the shaft.",2007,B63H   9/04; F05B2240/312; Y02E  10/721; F03D   1/0633
55227183,JP20070087092,CONCRETE TOWER-LIKE STRUCTURE AND ITS CONSTRUCTION METHOD,"<P>PROBLEM TO BE SOLVED: To provide a technology of realizing an inexpensive prestressed-concrete tower-like structure with high economical efficiency, for example, having a height of the order of 10-30 m. <P>SOLUTION: In this prestressed-concrete tower-like structure, a plurality of tiers of ultrahigh-strength mortar segment rings 20, 30, 40 and 50 are provided as anchoring portions for a prestressed tendon at the ends of pieces 70, 80, 90, 100 and 110 of tower boy concrete composed of ordinary concrete. In the pieces 70, 80, 90, 100 and 110 of tower concrete, the plurality of tiers of ultrahigh-strength mortar segment rings 20, 30, 40 and 50 are mounted at the end of a horizontal hollow cylindrical form; the tower body form is fixed by anchoring the prestressed tendon, which passes through the form, to a part of each of the segment rings; concrete is placed in the form; and a surface joined to the segment ring serves as a match cast surface. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,E04H  12/16; F03D  11/04; Y02E  10/72
55234273,JP20070097127,VARIABLE CROSS-SECTION TOWER-LIKE STRUCTURE CONSTRUCTED BY PRECAST CONSTRUCTION METHOD,"<P>PROBLEM TO BE SOLVED: To construct the whole of a variable cross-section tower-like structure such as a wind power generation tower, including a tubular body with a formed opening by using a precast construction method. <P>SOLUTION: In a lowermost block B<SB>0</SB>, a precast tower-like body 16 with an opening, the opening 18 of which is formed at a downside with respect to a precast tubular body 17 of a boundary and which has a thickened portion 19 thickened to the side of an inner peripheral surface over a prescribed range in a circumferential direction with respect to the opening 18 is arranged; prestressing steel 14 which is extended from the side of a foundation 12 is anchored to an outer peripheral portion of the top surface of the precast tubular body 17; prestressing steel 14A corresponding to the thickened portion 19 among pieces of prestressing steel extended to the side of an upper-side precast tubular body 5 has an anchoring portion on the side of the foundation 12, and inserted through the thickened portion 19 so as to be extended to the side of the precast tubular body 5; and unbonded prestressing steel 28 which is arranged in a location except the thickened portion 19, anchored to an inner peripheral portion of an undersurface of the precast tubular body 17, and extended to the side of the precast tubular body 5. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,E04H  12/16; E04H  12/12
55247508,DE20072009474U,Offshore-Plattform,NULL,2007,E02B  17/0004; E02B  17/0034; E02D  27/42; F03D  13/22; E02B  17/00; E02B2017/0043; E06C   7/185; E02D  27/52; Y02E  10/727; E02B2017/0065; E06C   9/02; F03D  13/10; Y02B  10/30; E02B  17/025; E02B2017/0091; E02D  27/425; F05B2240/95
55253875,CN200720172719U,Windmill generator for ship,"The utility model provides a marine wind-driven generator, which comprises a vertical bracket, a generating set, a wind transducer, a controller and a motor, wherein the vertical bracket is fixed on a hull, the generating set arranged at the top end of the vertical bracket is capable of rotating around the central axis of the vertical bracket by means of a rotating mechanism, and the generating set is composed of blades which rotate by driving of wind and generating components which are driven by the blades, the wind transducer is used to induct wind direction, the controller is used to receive and treat wind direction signals sent by the wind transducer and send corresponding control signals, and the motor is actuated according to the control signals and actuates the rotating mechanism to rotate, and then to lead the generating set to rotate to a corresponding position. In the condition of small volume of blades, the purpose of increasing the rate of power of the marine wind-driven generator is realized by self-regulating of windward sides of the blades.",2007,F03D   9/32; F03D   7/04; F03D   9/25; Y02E  10/723
55290728,CN200810062388,"Array type sea breeze, sea wave double-acting electric generating apparatus","Disclosed is an array type sea wind and sea wave dual-functional generating device, which relates to a generating device, in particular to a generating device applying the energy of sea wind and sea wave. The device comprises a generating unit array group mutually connected by steel poles and every generating unit comprises a sealed can buoy internally provided with a generator; the spindle of the generator stretches outside the upper side and the lower side of the can buoy and is fixed with a plurality of wind and wave bearing devices. The bottom of the spindles of all generators is inserted into a quadrilateral bottom border, four angles of which are respectively provided with a motor in a sealed box body; an anchor chain is around the rotating shaft of the motor and the other end of the anchor chain is fixed to a moorstone at the bottom of the sea. The wind and wave bearing devices are a main component receiving the push power of the sea wind the sea wave. The wind and wave bearing device comprises a rotating ring which is evenly provided with a plurality of umbrella push wheels folding or unfolding with the wind and wave. The device of the invention drives the generators to converse the energy of sea wind and sea wave into power by the umbrella push wheels and avoids damage caused by typhoon and other bad weather through submergence.",2008,F03B  13/16; Y02E  10/72; Y02E  10/38; F03D   9/25
55300489,NO20070000911,Flytende anlegg for produksjon av energi fra stromninger i vann,"Oppfinnelsen vedr¯rer en anordning for produksjon av energi fra str¯mninger i vann innbefattende et f¯rste element (10), et andre element (20) og et flertall turbimnoduler (750) tilknyttet det f¯rste elementet. Det andre elementet er montert p det f¯rste elementet i et tilnÊrmet vinkelrett forhold, at det f¯rste elementet er tilpasset for nedsenkning under en vannflate, og at en ¯vre del av det andre elementet rager opp over vannflaten nÂr anlegget er i produksjon. Oppfinnelsen vedr¯rer ogs en forankringsanordning for et flytende anlegg, (10, 20), innbefattende forankringsliner (24a, 24b) som ved sine respektive ene ender er tilnytte anlegget og som ved sine respektive andre ender er tilknyttet b¯yer (50, 52), idet forankringslinene (24a, 24b) l¯per hovedsakelig horisontalt mellom anlegget og de respektive b¯yene.",2007,B63B2035/4466; Y02E  10/38; F03B  13/10; F03B  17/06; E02B2017/0091; F03B  13/264; F05B2240/95; F03B  17/061; F05B2240/214; Y02E  10/74; B63B  21/50; F05B2240/93; Y02E  10/28; F03B  13/183; F03B  13/26; F03D   3/065; F05B2240/97; B63B  35/00; F05B2240/301
55330303,CN200710068150,Floating mobile ocean science schools and national defence sentries,"The invention relates to a floating-shifting type ocean technology school and national defense post, wherein a large-scale floating raft formed by a plurality of groups and layers of floating pipes A and side floating pipes Ab is anchored in an ocean; the pointed ends of the floating pipes are aimed at upwind and ocean waves; the front end of the raft aggregates the density of wind energy througha big trumpet taper cylinder B group, raises wind speed and guides the wind to respective generator rooms of A5 and A6 for power generation and to a sunshine layer of a top layer for photovoltaic generation, so as to provide energy for the electrification of a floating-shifting campus, aquatic product refrigeration, seawater desalination and the propagation of plants, vegetables, fruits and mushrooms in ecological forests. A huge net is stretched in a water area under large-span wind tubes of the B group, so as to form a big fish aquiculture-storage area, which is also a good place for enjoying beside-net shore 'sand beach' type scenery, traveling, lying fallow, sailing, canoeing and learning to drive dynamic yachts and dynamic paragliders, as well as a safe place for diving with oxygen cylinders. Ad is an ecological forest botanical garden, which is followed by a campus Ae for teaching, learning, research, aquatic products, technology, etc., so as to form an on-water city campus and national defense post. The safety of teachers, students, workers, medical treatment, literature and tourism is completely guarded by the police and the army. The floating-shifting type ocean technology school and national defense post is a center of army-civilian solidarity and mutual help, and is integrated with national defense enhancement.",2007,B63B  35/44; E02B  17/00
55379412,CN200810038541,Control system of offshore wind power flexible DC power transmission current transformer,"The invention relates to a control system of a flexible wind power DC convertor on the sea, which pertains to the technical field of power transmission in wind power generation and comprises the doubly closed loop control structure of a sending end rectifier on the sea and the doubly closed loop control structure of a receiving end inverter on the coast; the doubly closed loop control structure of the sending end rectifier on the sea is used for controlling the active power of a flexible DC transmission system and the voltage stability of a wind power AC system; the doubly closed loop controlstructure of the receiving end inverter on the coast is used for controlling the constant voltage of the DC side of a receiving end convertor and the dynamic regulation of the reactive power of the main network accessing end of the receiving end convertor; two control structures are mutually independent and no data communication exists between the two control structures. The control system can fast and correctly control the active power of wind power transmission on the sea as well as promote the stability of the wind power AC system on the sea and the transmission efficiency and the power quality of the whole DC transmission system.",2008,Y02E  10/763; H02J   3/38
55386519,US20060095324,Machine for producing water for wind energy,"A wind machine for producing water by condensation, includes a wind rotor, an air-dehumidifying unit and at least one electric power generation unit, these being supported by a tower anchored in the ground, the dehumidifying unit including at least one refrigeration compressor, at least one condenser and at least one evaporator that are connected together by a refrigerant fluid circuit, incorporating a member for expanding the fluid, the machine furthermore including elements for recovering and storing condensed water vapor. The at least one electric power generation unit is mechanically coupled directly to the wind rotor via its rotation shaft. The wind machine includes a device for storing and recovering the electric power thus generated and a device for automatically controlling and regulating the dehumidifying unit.",2006,E03B   3/28; F03D   9/02; F03D   9/00; B01D  53/26; Y02A  20/109; F03D   9/11; F25B  39/04; F25D  21/14; Y02P  90/50; F05B2260/20; F03D   9/25; Y02E  10/725
55387380,US20060795339,Support for elevated mass,"A support (4) for an elevated mass (6, 8), comprising at least three extended, mutually trussless supporting counts (14, 14?, 14?, 14??), and where the longitudinal axes of the supporting columns (14, 14?, 14?, 14??) meet near the center of gravity (20) of the elevated mass (6, 8).",2006,F16M  13/00; E02B  17/027; Y10S 416/06; E04H2012/006; F03D  13/25; E02B  17/0004; E02B  17/02; E02B2017/0091; E02D; F03D  11/04; F05B2240/95; E04H  12/00; F05B2250/311; Y02E  10/727
55389487,US20080039688,System and method for driving a monopile for supporting an offshore wind turbine,"A method for installing an offshore wind turbine system includes driving a cylindrical annular monopile or a substructure into the soil. The monopile includes a flanged portion configured to support a wind turbine tower or a superstructure. The flanged portion extends radially from a peripheral surface of the monopile. The method further includes mounting a wind turbine tower directly on to the monopile, wherein the wind turbine is supported by the flanged portion of the monopile.",2008,E02D  11/00; F03D  13/10; F03B  11/00; F05B2240/95; E02D  27/52; F03D  13/22; Y02E  10/727; E02D   7/06; E02D   7/08; E02D  27/42; E02D  27/425
55389540,US20080154303,Device for the adjustment of the pitch of a motor blade of a wind turbine,"A device is provided for the adjustment of the pitch of a rotor blade of a wind turbine. The device includes a pitch actuator and a fixing device. The pitch actuator includes a tube. The fixing device includes a first and a second ring-like element, each of which is arranged at the tube and each of which is supported towards a respective stopper assigned to the tube, and a clamping means which press the first and the second ring-like element in such a way towards the respective stopper that the fixing device and the tube are substantially non-relocatable relatively to each other.",2008,B63H   3/00; B64C  11/42; F05B2260/76; F05B2260/79; F03D   7/0224; Y02E  10/723; Y02E  10/721
55407032,CN200680040818,A method for damping tower vibrations in a wind turbine installation,"The invention provides a method related to a wind turbine device for damping the vibration of a tower and particularly relates to a floating wind turbine device, which comprises a floating cell; a tower arranged over the floating cell; a generator mounted on the tower, which is rotatable in relation to the wind direction and provided with a wind turbine; and an anchor line unit connected to anchors or foundations on the sea bed. The eigenvibration FORMULA eig of the tower is damped by, in addition to the control with the controller in the constant power or RPM range of the wind turbine, an increment, FORMULA, added to the blade angle of the turbine blades on the basis of the tower velocities, FORMULA Z , so that the eigenvibration is counteracted. The vibration in FORMULA that has frequency FORMULA eig can expediently be damped by means of a stabilizer with the transfer function Hstab(s) between, such that the loop transfer function FORMULA is obtained, which means that: (I) ''b'' is a variable depending on the moment and thrust characteristics of the turbine blades.",2006,F03D   7/0224; Y02E  10/725; F03D; F05B2240/93; Y02E  10/727; F03D   7/044; F03D   9/25; F03D   7/024; F03D   7/0296; F03D   7/04; F03D  11/00; F05B2260/96; B63B  39/00; F03D   7/02; F03D   9/255; F03D  13/25; Y02E  10/723
55407034,CN200680041382,Wind sail receptor,"A wind sail receptor for turning in a wind or flow of water, turning an axle that operates a power generator device that produces a power output for performing work or provides for passing that power output to a storage arrangement. The wind sail receptor preferably includes, from six to ten identical, equally spaced blades between a rear hub and a forward disk, with the rear hub and forward diskconnected to an axle that is mounted to a frame through bearings, allowing the wind sail receptor to turn freely when it is pointed into a wind or water flow. Which wind sail receptor blades are formed from two sections of three to five equal spaced blades, and each section is formed from a single flat section of a stiff material, wherefrom radial sections have been removed to form the individualblades that are equal spaced around a hub, and which section hubs are fitted to one another and the blades bent into like curves, and outer blade ends are secured, at equal spaced intervals to a forward disk, forming the wind sail receptor.",2006,Y02P  70/523; Y10S 416/06; F05B2210/16; Y02E  10/721; F04D  29/26; Y10S 415/908; B63H   1/26; B63H   1/265; F05B2250/25; Y10S 416/02; F03D   1/06; F03D   1/0608
55409497,CN200820000941U,"Solar energy, wave energy and wind energy integrated power generation dock","The utility model relates to an integrated generating dock of solar energy, wave energy and wind power. In the generation dock, an energy-storing and generating device consists of a generator and a plurality of wave energy conversion units; each wave energy conversion unit consists of a roller, a main shaft, a ratchet actuating mechanism and a counterweight floating ball; a traction rope and a spring are wound respectively around two reels of roller; a support component in the roller matches the main shaft in a rotating way; the ratchet actuating mechanism consists of a ratchet ring and an upthrust roller; pawls are arranged in the groove of the external circle of the upthrust roller; the pawls lean against the ratchet ring under the thrust of the top spring; the upthrust roller is fixedly connected with the main shaft; the ratchet ring and the roller are connected through a connecting rod; the main shafts of the wave energy conversion units are fixedly connected orderly from the beginning to the end through couplings, so as to form a transmission shaft; and the transmission shaft is connected with the generator. The generating dock has the advantages of simple equipment, no contact between the main parts and the seawater, and resistance to seawater corrosion. Under the conditions of high or low ocean waves and long or short periods of waves, the generating dock can be used for highly efficient, safe, and reliable power generation.",2008,F03B  13/16; H02S  10/10; Y02E  10/72; F03D   9/25; H02S  10/12; Y02E  10/38
55440594,US20050659062,Access method between marine structures and apparatus,"Access means are provided for accessing a fixed offshore structure (70) such as a wind turbine, larger vessel or the like form a smaller vessel (50), or for providing for transfer between vessels. One or more guide wires (12) are connected from the vessel (50) to the fixed structure (70) or second vessel and placed in tension such as by directing the vessel away from the fixed structure. In one embodiment, inflatable members (14) are suspendable from the guide wires and inflation of the inflatable members causes them to extend along the guide wires to form an access surface across which personnel may walk to access the fixed structure or second vessel from the first vessel. Mounting means are also provided which accommodate relative rotational, translational and pitching movement of the apparatus and vessel, caused by wave motion. In another embodiment, a bridge member is retained on a runway of the first vessel and deployed using said guide wires.",2005,B63B  27/14; E01D   1/00; B63B  21/00; B63B  27/143
55443630,US20050793585,Method of manufacturing a fibre-reinforced part for a wind power plant,"The invention relates to a method of manufacturing fibre-reinforced parts for a wind power plant such as eg a blade, wherein the method comprises laying out a first, outermost layer of film in the interior surface of an open mould; following which different layers are arranged on top of the first layer, comprising layers of fiber material; and wherein resin is applied for joining the laid-out layers to each other. By use of a film for the outermost layer a moulding process results that provides a major improvement of the working conditions. A further advantage is also that, compared to the use of gelcoat, a surface is accomplished which is more resistant to physical influences in the form of eg cyclical stresses on the element. The invention also relates to a fiber-reinforced part for a wind power plant, eg a blade, wherein the part is structured from a first, outermost layer, and also to a blade for a wind power plant and comprising a fiber-reinforced part according to the invention.",2005,B29C  70/30; B29L2031/08; Y02E  10/721; B63H  11/00; F05B2280/4007; F05B2280/6003; F05C2225/08; B29C  70/086; F03D  80/40; F05C2253/04; Y02P  70/523; B29C2037/0042; B29C2791/006; B64C  27/18; F03B   3/12; F03D   1/065; F05B2230/23; B29C2035/0822; B29L2031/085; B64C  15/02
55464807,CN200680044585,Machine for producing water from wind energy,"The present invention relates to a wind machine (1) for producing water by condensation, comprising a wind rotor (3), an air-dehumidifying unit (6) and at least one electric power generation means (5, 51), these being supported by a tower (4) anchored in the ground, said dehumidifying unit comprising at least one refrigeration compressor (7), at least one condensor (8) and at least one evaporator(9) that are connected together by a refrigerant fluid circuit, incorporating a means of expanding said fluid, said machine furthermore including means (12) for recovering and storing condensed watervapour. According to the invention, said at least one electric power generation means (5, 51) is mechanically coupled directly to said wind rotor via its rotation shaft (3c). The wind machine (1) includes a device (13) for storing and recovering the electric power thus generated and a device for automatically controlling and regulating the dehumidifying unit (6), said at least one electric power generation means and said storage device being connected together, to said dehumidifying unit and to said device for controlling and regulating the latter, in order to allow it to operate continuously, independently of the wind energy available for driving said rotor.",2006,B01D  53/26; Y02A  20/109; F03D   9/25; Y02P  90/50; F25D  17/06; Y02E  10/725; F03D   9/00; F03D   9/11; E03B   3/28; F05B2260/20
55471528,CN200810015599,Semi-prepreg for wind power generator vane and production process thereof,"The invention relates to a polymer material field, in particular to a semi prepreg for blades of a wind mill generator and a process for manufacturing the same. Unidirectional reinforcing fibers are arranged between an upper layer of flake-shaped reinforcing fibers and a lower layer of flake-shaped reinforcing fibers, and matrix resins are arranged between an upper layer of flake-shaped transverse unidirectional cloth and a lower layer of flake-shaped transverse unidirectional cloth, and partial resins are immersed in inner side surfaces of the upper layer of flake-shaped transverse unidirectional cloth and the lower layer of flake-shaped transverse unidirectional cloth, and the penetration rate of the matrix resins is more than and equal to 10 percent and less than and equal to 80 percent; transverse fibers of the upper layer of flake-shaped transverse unidirectional cloth and the lower layer of flake-shaped transverse unidirectional cloth form a certain symmetrical angle. By taking the release paper as a carrier, the matrix resins are coated to form a resin film with a certain quality, and the resin film on the release paper is stuck between the upper layer of flake-shaped reinforcing fibers and the lower layer of flake-shaped reinforcing fibers, and simultaneously zero-degree unidirectional reinforcing fibers are arranged between the upper layer of flake-shaped reinforcing fibers and the lower layer of flake-shaped reinforcing fibers and pressurized at a temperature of 80 DEG C below zero, which makes partial resins and flake-shaped reinforcing fibers immersed.",2008,B29L2031/085; Y02P  70/523; B29K2105/0872; Y02E  10/721; B29C  70/70; F03D   1/06; F03D  80/00; B29K  63/00; Y02E  10/74; C08L  63/00; C08J   5/24; F03D   3/06
55477185,CN200820054923U,Novel three energy electricity generator on the sea,"The utility model relates to a novel offshore generator by adopting three energy resources. The generator comprises a stainless steel column (1) standing at sea; a seabed fixing foundation (2) at the bottom end of the stainless steel column; an along-wind wind driven generator (3) arranged at the upper end of the stainless steel column; an umbrella-shaped solar energy receiving electricity generating plate (4) arranged above the sea level; and two water wheel generators (5) rotating along the ocean current are respectively arranged on the left and on the right below the sea level. The electric energies collected by the along-wind wind driven generator (3), the umbrella-shaped solar energy receiving electricity generating plate (4) and the water wheel generator (5) rotating along ocean current are incorporated into a power grid or stored by an accumulator. The novel offshore generator has the advantages that the wind resource, the solar energy resource and the ocean current resource are fully utilized to comprehensively generate more electricity for people to use.",2008,F03D   9/11; H02S  10/10; H02K   7/18; F03B  13/00; Y02E  10/72; H02J   7/00; H02S  10/12; F03D   9/25
55485011,DK20050026888T,"Fartˆj til transport og hÂndtering af midler offshore, fremgangsmÂde og anvendelser heraf",NULL,2005,B63B  35/44; Y02E  10/727; B63B  21/50; B63B  43/04; B63B  35/40; B63C   1/04
55506612,EP20080779375,WIND-POWER UNIT WITH VERTICAL AXIS,NULL,2008,F03D   9/25; H02K   1/18; E02D  27/425; F05B2240/95; H02K   7/183; H02K   7/18; Y02E  10/727; F03D   3/00; F03D  13/22; E02D  27/42; F03D   9/00; F03D  13/20; H02K   1/185; Y02E  10/725; Y02P  70/523; F05B2220/706; F03D  13/10; H02K   5/00
55509010,US20080229243,Hinged blade device to convert the natural flow or ocean or river current or ocean waves to rotational mechanical motion for power generation,"A device and method for producing rotational mechanical power is disclosed which has a plurality of hinged blades attached to a central circular hub. The device may be used to convert the kinetic energy from the movement of the wind, ocean or river currents, or tidal flows into useful rotational mechanical power. The rotational mechanical power may be converted into electrical energy. Each of the plurality of blades are attached to the central circular hub via a hinge. Each blade is also fitted with a blade limiter to restrict its motion to no more than 90∞ relative range from the tangent line to the central hub at the point where the blade attaches to the hub. The hinges and blade limiters allow the blades to both present a surface automatically to the motive natural fluid and to generate the maximum torque in one side and minimum resistance torque positions in the opposite side relative to the motion of the motive stream. The resultant blades relative position creates a torque differential from one side of the central hub to the other causing the hub to rotate. The central hub will rotate in the same direction regardless of the direction of flow of the natural motive stream.",2008,F03B  17/065; F03B  13/00; Y02E  10/74; F03B   7/00; F03B  13/10; F03D   3/067; F05B2240/40; Y02E  10/28
55522097,US20050794163,Offshore wind turbine with device for ice prevention,"Offshore wind turbine (14) including a tower (1) rising above sea level (12) and one or ore blades (4), which can be put into rotation by wind. The offshore wind turbine includes a pump (6), which is adapted to pump sea water (13) up form the sea. At the delivery side the pump (6) communicates with nozzles (8, 9), said nozzles being adapted to direct sea water to the surface of the blades (4).",2005,Y02E  10/725; F03D   1/00; F03D   9/28; F03D  80/50; Y02E  10/727; F03D   9/00; F05B2260/601; E02B2017/0091; F03B  15/06; F03D  11/00; F05B2240/95; F03D  13/25; Y02E  10/721; Y02P  80/158; F03D  80/40; F05B2240/123
55527878,US20030725671,Portable power system,"A remote and portable, hybrid power system comprising one or more of the following components: a solar system, batteries, a back-up generator, a wind energy system, and a communications system. The components are disposed on a platform that is portable and transportable to the remote location by a truck or other transportation vehicle.",2003,B60K  16/00; F03D   9/11; H02S  10/12; F03G   6/001; F05B2240/923; F05B2240/931; F05B2240/941; Y02E  10/46; Y02T  90/16; Y02E  10/725; F01K  27/00; F03D  13/20; H02S  10/10; H02S  10/40; Y02E  10/727; B60L2200/28; F03D   9/32; F03D   9/25; H02S  20/00; Y02E  10/50; H02S  20/32
55534835,GB20080020445,Method for the transport of a civil engineering structure in an aquatic medium,"The invention provides a method for the transport of a civil engineering structure 1 in an aquatic medium. According to the method at least one float 2 is associated with the civil engineering structure in such a way as to ensure that the said civil engineering structure floats stably in an aquatic medium 6, the said float surrounding the civil engineering structure and a bottom portion of the civil engineering structure extending below the said float. The civil engineering structure and the associated float are then caused to move in the aquatic medium to a desired position. The float may comprise two barges (2a and 2b, Fig 2) which may be joined to grip the civil engineering structure. The civil engineering structure may be lowered into the aquatic medium by means of a lift (9, Fig 5A-C) or by means of a load-bearing structure (22, Fig 7).",2008,E02B2017/0091; E02B  17/027; E02B2017/0069; Y02E  10/727; B63B  35/003; E02B  17/00; E02B2017/0039
55537083,EP20070786837,A SEALING DEVICE FOR A TUBING ARRANGEMENT,NULL,2007,E21B  33/134; E02B  17/0013; Y02E  10/72; Y10T  29/4998; F05B2240/95; E02B  17/00; F03D  80/00; F05B2240/57; F16L  17/10
55554667,JP20080509961,NULL,NULL,2006,B63B2035/446; F03D  13/22; B63B2035/442; B63B  21/50; F05B2240/93; B63B; F03D  11/04; F03D  13/25; Y02E  10/727
55556361,JP20080515644,NULL,NULL,2006,B63B; B63B  21/50; B63B2001/044; Y02E  10/727; B63B   1/048; F03D  13/25; B63B2035/446; E02B2017/0091; F03D   1/00; F05B2240/93; E02B2017/0095; F03D   9/00
55578458,DE20082011559U,Produktionsschiff,NULL,2008,B63B2035/446; C04B   7/00; C10J2300/16; C10J   3/02; F03D  13/25; Y02E  10/727; Y02P  20/133; Y02P  40/123; C10J2300/1693; F05B2240/931; C04B2290/20; Y02E  70/10; C04B  28/10; C10J   3/00; F03D   9/32; F03D   9/19; B63B  35/44; C10J2300/1284; F05B2220/61
55587446,US20070867777,Method for running in a drive train component of a wind energy plant and wind energy plant for executing this method,"A method for running in a drive train component of a wind energy plant, wherein the wind energy plant has an operation management which can control at least one operational variable B significant for the strain of the drive train component to a desired value BS, wherein after starting up the drive train component, the desired value BS is limited by a maximum value BMax, which is preset depending on a yield value W which describes the yield of the wind energy plant achieved since starting up the drive train component.",2007,B63H   7/00; B64C  27/00; F03D   7/026; F04D  27/02; G05B  13/02; G05B2219/2619; G05D  17/00; B64C  11/00; F05B2270/1095; G05B  15/02; F03D   9/00; H02P   9/04; Y02E  10/723; F03D   7/0292; G05D   3/12; F03D   7/02; F05B2270/109
55612272,AU20060342737,Aeolian system comprising power wing profiles and process for producing electric energy,"An aeolian system is described for converting energ comprising at least one power wing profile (30) which can be driven from the ground immersed in at least one aeolian current (W) and a basic platform (1) for controlling the wing profile (30) and generating electric energy placed at ground level and connected through two ropes (2) to the power wing profile (30), such basic platform (1) being adapted to drive the wing profile (30) and to generate electric energy, such two ropes (2) being adapted to transmit forces from and to the wing profile (30) and to be used both for controlling a flight trajectory of the wing profile (30) and for generating energy. A process is further described for producing electric energy through such aeolian system.",2006,F03D   5/06; B63H   9/072; F05B2240/921; F03D   5/00; Y02E  10/70; B63H   9/069
55614238,CA20062645025,A SYSTEM FOR GENERATING ELECTRIC ENERGY,"The invention relates to a system for generating electric energy from renewabie energy sources. The system includes a plurality of generator aggregates (4a-6c) arranged in the sea and a plurality of switchgears (1 a-1 c) arranged in the sea. Each switchgear (1 a-1 c) is connected to a plurality of the generator aggregates (4a-6c). According to the invention the system includes a plurality of primary intermediate stations (17a-17c). The system also includes at least one secondary intermediate station (19). Each primary intermediate station (17a-17c) is connected to a plurality of the switchgears and each secondary intermediate station (19) is connected to a plurality of the primary intermediate stations (17a-17c). The secondary intermediate station is also connected to a land based electric network. Switching means (192) is present for allowing selective connection to various locations (193,194,195) in the electric network.The invention also relates to an electric network and to a method for supplying energy to an electric network.",2006,H02J   3/382; F03D   9/008; F03D  13/25; F03B  13/18; F03D  13/22; Y10T 307/718; Y10T 307/696; F03D   9/255; Y02E  10/72; Y02E  10/763; F03D   9/257; H02J   3/386; Y02E  10/38
55615343,CN200810111711,Integral safety carrying method on the sea for wind power generator set,"The invention relates to a method for integrally and safely conveying a wind turbine on the sea which includes the following steps: 1) the wind turbine comprising a tower drum and an internal electricdevice is assembled into an integral body; 2) the wind turbine is hoisted on a deck by a hoisting ship and the bottom part of the wind turbine is welded and fixed on the deck; 3) a measuring ship isadopted to monitor the wave height, the wind speed and the wind direction; 4) a gyroscope moving instrument is fixed and a rolling angle, a pitching angle, the acceleration of the rolling angle and the acceleration of the pitching angle are measured; 5) an acceleration sensor is arranged and the transverse acceleration and the longitudinal acceleration of the upper part of the tower drum are measured; 6) strain foils are arranged at the circumference direction at the centralized location of the strain and the load data at the locations of each strain foil is obtained by a conventional electrometric method; 7) the data information obtained from step 3) to step 6) are integrated and control is carried out on the sail or sail suspending, course and sail speed of a transport barge; 8) the windturbine is wholly cut from the deck and wholly hoisted on a foundation pre-manufactured on a marine mounting part. The method has very important practical meanings on the development and constructionfor a large scale marine wind farm.",2008,B63B  35/00; B63B  39/00; Y02E  10/72; Y02P  70/523; F03D  13/40
55621497,CN200820008283U,Marine power generation column,"The utility model relates to an offshore power tower. A tower frame is fixed at the bottom of the ocean. A hydraulic generator is installed at the proper position of a part of the tower frame submerged in seawater. The surged water under the sea is used for generating electricity. Various kinds of wave generating sets are installed at the proper positions of a frame or a bracket on sea surface. A wind generator and a solar generator panel are installed on the top of the tower frame at the upside of the wave generating sets, so as to form a set of offshore comprehensive clean environmental-protective solid power plant which can generate electricity continuously. The offshore power tower saves precious land space; the construction cost is less than the sum of the cost of an independent solar generating set, the cost of an independent wind generating set and the cost of an independent wave generating set; the offshore power tower is practical and has obvious benefit.",2008,F03B  13/00; F03D  13/25; Y02E  10/725; F03D   9/25; Y02E  10/727; H02S  10/10
55626511,EP20080766926,DEVICE AND METHOD FOR MARINE TOWER STRUCTURE,NULL,2008,E02B2017/0091; B63B   9/06; B63B2035/442; E02B2017/0039; B63B  75/00; B63B2021/501; E02B2017/0043; E02B  17/00; F03D  11/04; B63B   1/048; E02B  17/02; F05B2240/915
55643690,AP20080004611,A system for generating electric energy,NULL,2006,F03D   9/008; H02J   3/382; H02J   3/386; Y02E  10/72; Y10T 307/696; F03B  13/18; F03D  13/22; Y10T 307/718; F03D   9/257; F03D  13/25; F03D   9/255; Y02E  10/38; Y02E  10/763
55650178,CN200720193396U,Catamaran for clearing floater on water surface,"A cleaning ship for quickly and continuously collecting the floaters on water via low power adopts a catamaran structure whose bows are connected, wherein two square supporting boards are provided between the two ships, a rotary windmill is supported between the two supporting plates via a supporting shaft, a four-link mechanism is supported between the two supporting plates via a supporting shaft and is above the rotary windmill, one side of the ship is provided with an outer mesh slot wheel mechanism, a gear group and a chain, the slot wheel mechanism is composed of an active driver plate fit with two slot wheels, one slot wheel is provided on the supporting shaft of the rotary windmill, the four-link mechanism is operated by the transmission of the slot wheels, the gears and the chain. The utility model adopts a power supply to realize the co-operation of a waste collecting mechanism and a waste cleaning mechanism, adopts a cleaning push rod at the front end of the ship to clean the wastes to two sides, and utilizes a rotary guide net of free rotation at the front end of the bow to clean wastes effectively and clean the wastes at dead angles, thereby collecting adhesive wastes effectively.",2007,B63B  35/32
55650881,CN200820089329U,Assembled wind sail type wind power generation plant,"The utility model relates to a combined wind sail type wind power electric generating device, which is composed of a wind wheel vane, a wind wheel hub, a half-shaft tower bearing, power transforming bridges, a left and a right external ring towers, a left and a right middle ring towers, a central tower, a magnetic floating rail, a reinforced concrete base, a connecting frame, a central vertical driving upright shaft, a central driving upright shaft base, a magnetic floating device, a connecting pulling rod and an automatic rail guiding vehicle. The magnetic floating rail is arranged on the reinforced concrete base, the left and the right external ring towers, the left and the right middle ring towers and the central tower are respectively arranged on the magnetic floating rail, which are transversely connected into a whole through the connecting frame, the automatic rail guiding vehicle connects the towers vertically into a whole through the connecting pulling rod, the vertical driving upright shaft is arranged at the central positions of the central tower, the centre driving upright shaft base and the magnetic floating device, and power transforming bridges are arranged at various floors of the central tower. The device has the advantages that the utilization ratio of the wind power is high, the occupied space is centralized, and the structure is compact, therefore, both the electric generating cost and the input cost are reduced.",2008,Y02E  10/723; F03D   7/02; F03D   1/02; F03D   9/25; Y02E  10/725
55705429,GB20080021273,Frameworks for supporting large floating offshore wind turbines,"A floating support for large offshore wind turbines 4 is disclosed. In place of a single tower, the nacelles 3 of very large offshore wind turbines are supported individually from frameworks 2, supported on buoyant elements 1 and extending to a point relatively close to a main rotational axis, with one framework per turbine. The entire framework is then reoriented over the water surface to face the turbine axis into the wind, which obviates the need for a yaw bearing. The main members of the supporting framework structure are used primarily to carry direct stress whereas a tower is used primarily to carry bending stress. The floating support also provides for very low-cost methods for turbine installation and maintenance. An additional control structure (5, Fig 2) may be added, or integrated, such that the turbine can be lowered in a controlled manner to a position where its axis is predominantly vertical and all parts of the rotor are at a low height above water level. This greatly facilitates maintenance and installation procedures, particularly for very large turbines.",2008,F03D  13/10; F03D  13/20; Y02E  10/727; F05B2240/922; F05B2250/41; F03D  11/04; F03D  13/22; F05B2260/50; Y02E  10/726; B63B  35/44; B63B2035/446; F05B2240/95
55726497,RU20070122732,FERRY,"FIELD: transport. ^ SUBSTANCE: proposed ferry comprises floating structure furnished with ''-shape prop fitted at the said structure forebody, cable, steering device, two rotor-type windmills, hydraulic turbine and electric generators arranged at the structure stern, and pneumobottles arranged on the floating structure boards. Note here that one end of the aforesaid cable is fastened to the said prop while the other end is anchored at the river center bottom, in the river upstream water. ^ EFFECT: easier operation of large-size ferries, production of electric power exploiting wind and water stream. ^ 2 cl, 5 dwg",2007,B63B  35/54
55733712,AU20080101143,Spinfoil aerodynamic device,NULL,2008,B63H   7/02; B63H   9/02; B64C  23/02; Y02E  10/721; Y02T  70/58; B64C  27/467; B64C  11/18; F03D   1/0616; F03D   3/06; F05B2240/201; Y02E  10/74; B64C  23/08; F03B   3/12; F03D   3/007
55770405,ES20070001150,VELA RIGIDA DE PERFIL CONFIGURABLE,"Vela rÌgida de perfil configurable. Formada por una estructura rÌgida (2) de secciÛn ahusada, constituida por dos paredes; rÌgidas laterales (3, 4) convexas y enfrentadas, que definen un espacio interior (7). Comprende l·minas el·sticas (13, 14) de cerramiento, unida a la correspondiente pared en al menos una zona; unos espacios cerrados exteriores (23, 24) de volumen variable, definidos entre cada pared rÌgida lateral (3, 4) y cada l·mina el·stica (13, 14); m˙ltiples perforaciones (8), provistas en las paredes rÌgidas (3, 4); medios de generaciÛn y alimentaciÛn de aire a presiÛn para insuflar aire en los espacios cerrados exteriores (23, 24) a travÈs de dichas perforaciones (8), con objeto de hinchar dichas l·minas el·sticas (13, 14), aumentando el volumen de los espacios cerrados exteriores; y medios de generaciÛn y alimentaciÛn de vacÌo, para hacer el vacÌo en dichos espacios cerrados exteriores (23, 24) a travÈs de dichas perforaciones (8), a fin de deshinchar dichas l·minas el·sticas (13, 14), disminuyendo el volumen de los espacios cerrados exteriores.",2007,B63J2003/046; Y02E  10/22; Y02E  10/28; F03B  13/00; F03B  13/10; B63H   9/0615; F03B  17/061; F03D   9/00; F05B2220/61; Y02E  70/10; B63H   9/06
55792615,US20080218481,Wind turbine rotor blade and wind turbine rotor,A wind turbine rotor blade is provided which includes a root end and a tip end located opposite the root end. A leading edge extends from the root end to the tip end. A trailing edge extends from the root end to the tip end. A span direction is defined by a line extending linearly from the root end to the tip end. A chord direction is perpendicular to the span direction and lies in the plane extending through the leading edge and the trailing edge. A shoulder is the point of the maximum chord-wise extension. An airfoil portion extends from the shoulder to the tip end. The airfoil portion comprises a span-wise interval begging before the tip end and extending to or close to the tip end and in which the distribution of the chord-wise extension is increased as compared to the load optimised distribution of the chord-wise extension.,2008,B63H   1/26; F03D  11/02; F05B2240/301; F05B2250/70; F03D   1/06; F04D  29/38; F05B2270/20; Y02E  10/721; B64C  27/46; B63H   7/02; F03D   1/0633; F05B2260/96; B64C  11/16; F03B   7/00; F01D   5/14; F03D   3/06
55876566,US20060887075,Modular system for generating electricity from moving fluid,"The invention provides a system for producing electricity from the channel, river, ocean or tidal water currents and wind. Each system module contains a vertical axis fluid driven turbine positioned in a protecting housing. The turbine employs a plurality of rotating paddles with mutually perpendicularly oriented asymmetric blades that are non-rotatably fixed by their leading edges to the poles at both ends. The high efficiency of the turbine comes from creating maximum drug force by vertically oriented blades on the power generating side and practically zero frictional force produced by blades on the resting side of the turbine.",2006,F03B  13/26; F03B  17/062; F03D  11/00; F05B2210/16; F05B2240/40; F03B   3/12; F03B  13/264; F03D   3/067; F03D   7/06; F03D   9/00; Y10S 415/906; F03B  13/10; F05B2240/97; Y02E  10/28; F03B  11/08; F03B  13/12; Y02E  10/74
55878418,US20070278041,Installation of offshore structures,"A method and system for transporting an offshore structure such as a wind turbine generator includes a supporting frame in which the offshore structure is assembled on land in an upright configuration. The frame is used for lifting the structure onto a transport vessel, on which it is retained in the upright configuration. At its location of use, the offshore structure is transferred to a pre-prepared foundation. The foundation is provided with a frame which cooperates with the supporting frame. The supporting frame includes a plurality of legs having hydraulically controlled feet. The frame of the foundation includes an equal number of supporting formations on which the feet ultimately rest. The feet are moveable in response to the hydraulic control along a nominally vertical line of action and provide a damping arrangement for the mounting of the offshore structure.",2007,F05B2230/6102; B63B  27/10; E02B  17/00; E02B  17/0004; F03D  13/25; Y02P  70/523; B66C  23/185; B66C  23/52; F03D  13/22; F03D  13/10; F03D  13/40; E02B2017/0091; E02D  27/425; B63B  75/00; B66C   1/42; E02D  27/42; E04H  12/34; F03D   1/00; Y02E  10/727; B63B  35/003; B66C   1/108; F05B2240/95
55878490,US20080218727,Wind turbine rotor blade and pitch regulated wind turbine,"A wind turbine rotor blade with an airfoil profile having an upwind side, a downwind side is provided. A stall inducing device is located at the upwind side of the airfoil profile.",2008,F05B2240/30; B64C  11/16; F03D   7/0224; B63H   1/26; F03B   3/12; F03D   1/0641; Y02E  10/723; F03D  11/02; B64C  27/46; F04D  29/38; B63H   7/02; F01D   5/14; F03B   7/00; F03D  11/00; F05B2240/32; F05B2250/11; Y02E  10/721
55878491,US20070224724,Multi-blade fan,"In a multi-blade fan provided with a plurality of notches in a blade edge in an outer side of each impeller blade, it is possible to direct an impeller blade outlet in a portion of the notches to a circumferential direction. Also, it is possible to direct an air flow blown out of the fan to the circumferential direction. Further, it is possible to effectively increase a pressure, by setting a projection protruding along a thickness direction of the impeller blade in a rear portion of each notch, in a pressure surface of the impeller blade receiving air pressure on the basis of rotation of the multi-blade fan.",2007,F04D  29/30; F05D2240/304; F03D  11/02; F05D2260/97; F04D  29/283; F04D  29/663; F24F   1/00; B63H   1/26; F01D   5/14; F04D  17/04; F04D  29/667; F05D2260/961; F04D  29/666
55898493,EP20080021970,A hydroelectric turbine support system,"The present invention provides a hydroelectric turbine support system (10), and in particular the combination of a base (14) on which the turbine is supported on the seabed during use, and a vessel (12) used to transport the turbine and base to a deployment site, and which are designed to allow, when the system is docked at a quayside (Q) or the like, the base to contact the seabed (B) during periods of low tide and to support the vessel thereon during such periods, without damage to either the base or the vessel.",2008,Y02E  10/38; F03B  13/26; B63B  35/44; F03B   7/00; F03B  13/10; F03B  17/00; Y02E  10/28; F05B2240/90; F05B2240/97; F05B2240/91; F05B2260/02; Y02E  10/226; F03B  11/00; F03D  11/04
56224511,EP20070823678,WIND-POWERED AERATOR,NULL,2007,F03D   3/005; F03D  13/25; Y02E  10/74; F03D   9/00; F05B2260/64; F05B2240/211; F03D   3/00; F03D   9/28; Y02E  10/727; Y02P  80/158; F03D   9/20; F03D  15/10; F05B2240/213; F05B2240/932
56241074,EP20070849771,SYSTEM FOR PERFORMING THE AUTOMATIC CONTROL OF THE FLIGHT OF KITES,NULL,2007,B63B  35/79; B63H   9/069; F03D   5/00; F05B2270/00; B63H   9/06; Y02E  10/70; B63H   8/16
56251231,EP20070866407,"NETWORK OF FLOATERS, ESPECIALLY FOR ANCHORING WIND TURBINES AND/OR UNDERWATER GENERATORS ON DEEP MARINE SITES",NULL,2007,B63B  21/50; F03D  13/25; F05B2240/93; B63B  22/00; F03D  13/10; F05B2210/16; Y02E  10/727; B63B  22/04; B63B2021/206
56419618,CN200810118981,Magnetic floating and magnetic moving horizontal fan shaft windmill electric generating apparatus,"The invention discloses a magnetically suspended and moved windmill generating device with a horizontal fan axis; a fan rotating ring of a fan rotating body is held in an external structure ring; an external fairing and an internally-rotating fairing not only enlarge the air-inlet area, but also shrink the area of a fan rotating mouth segment, thereby increasing the work wind speed of a rotating fan; the central axes of two internal lateral faces of the external fairing are respectively provided with a fan rotating beam; a fan axis is horizontally arranged between the two fan rotating beams; a caterpillar-type magnetic motion machine on the external structure ring corresponds to a straight-line stator shoe on the fan-rotating body, thereby realizing a non-contact transmission torque, reducing frictional resistance and increasing the generation efficiency of generators. Multiple generators adopted correspond to the fan rotating body, and the number of the generators is determined by the local highest wind speed; the work quantity of accessing (quitting) generators is controlled by a microcomputer and transformed into an alternating current by an inverter and merged into a power system. When the wind direction changes, the microcomputer measures the changed angle according to an anemoscope and controls the magnetic motion machine to rotate for a corresponding angle so that a horn mouth faces the wind from time to time.",2008,F16C  32/04; Y02E  10/721; F03D   9/25; F03D   1/06; H02N  15/00; Y02E  10/722; F03D   1/04; F03D   7/02; F03D  13/20; Y02E  10/723
56420873,CN200810042786,Non-principal shaft half directly-drive permanent magnet wind generating set and control method thereof,"The invention discloses a spindle-free semi-direct-drive permanent-magnet wind generating set in the technical field of wind power generation, which comprises a gear case, a permanent-magnet synchronous generator, an impeller, a control system, a grid-connected inverter circuit, a shell, and a tower, wherein the impeller is connected with an input end of the gear case arranged in the shell; an input end of the permanent-magnet synchronous generator is connected with an output end of the gear case; the permanent-magnet synchronous generator and the gear case are simultaneously arranged inside the shell; an output end of the permanent-magnet synchronous generator is connected to a power grid through the grid-connected inverter circuit; the control system is positioned on the rear of the permanent-magnet synchronous generator inside the shell and is respectively connected with a control end of the grid-connected inverter circuit and a control end of the permanent-magnet synchronous generator to receive a state signal of the generator and send a control command, and the bottom of the shell is provided with the rotatable tower which is used to support. The spindle-free semi-direct-drive permanent-magnet wind generating set adopts a structure which has no spindle and coupling, and radically meets the requirements in the prior technology on the rigidity of the spindle, the neutralityand the axial float; and the horizontal axial length of the unit is greatly reduced, which saves space and reduces the weight of the whole machine.",2008,F03D   9/25; Y02E  10/763; H02J   3/38; H02P   9/04; Y02E  10/72
56424769,CN200820056174U,Omnidirectional windmill and ship wind sail system using the same,"The utility model discloses an omnidirectional windlass mill, which comprises a vertical shaft, a wind blade bracket and a plurality of wind blades; the wind blade bracket is arranged on the vertical shaft and drives the vertical shaft to rotate; the wind blade bracket has two or more support arms; the number of the wind blades corresponds to the number of the support arms on the wind blade bracket, and one wind blade is arranged on each support arm, wherein, each wind blade comprises an upper blade and a lower blade, and one end of one blade is connected with one end of the other blade to cause the two blades to be in an open state or a closed state; each wind blade has an opening-closing device which comprises a balance shaft and two connection shafts, wherein, the balance shaft can rotate around a rotating shaft, the two connection shafts are respectively arranged at two ends of the balance shaft and are respectively connected with the upper blade and the lower blade, and the position of the rotating shaft of the rotating shaft leads the resulting force on the balance shaft generated by the gravity force of the upper blade and the lower blade to be zero. The omnidirectional windlass mill can utilize the wind energy of tail wind, side wind and even dead wind simply and effectively.",2008,Y02T  70/58; B63H  13/00; F03D   9/25; Y02E  10/74; F03D   3/00; F03D   3/06; F03D   9/32
56443519,JP20080224453,WIND TURBINE,"<P>PROBLEM TO BE SOLVED: To provide a technical method enabling installation of an off-shore wind turbine even under any weather. <P>SOLUTION: The wind turbine includes a tower 2 supporting a rotatably mounted support part 7. The support part retains at least one, preferably a plurality of rotors 3, 4, 5 on a same flat surface separate from the tower. The support part is arranged in a position to keep centers of the plurality of rotors lower than a top part of the tower. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2008,F03D   1/02; Y02P  70/523; F03D  13/25; F03D   1/00; F03D  80/50; F03D   9/00; F03D  11/04; F03D  13/20; F03D  80/70; Y02E  10/727; E02B2017/0091; F05B2240/95
56446572,JP20080182807,OPERATION METHOD OF WIND PARK,"<P>PROBLEM TO BE SOLVED: To provide an operation method for a wind park, the whole of which always does not reach the maximum power. <P>SOLUTION: The operation method of a wind park, which consists of some wind power generation devices, is presented. The wind park is connected to power lines to feed generated power. The wind park and/or at least one wind power generation device is equipped with a control input unit for adjusting the power of the wind park in a range from 0 to 100%. The data processing device is connected to the control input unit and used for adjusting the control value of 0 to 100% at an output unit for supplying power to the power lines based on the electric energy which can be used from the whole wind park. An operator (EVU) of power supply network, to which the wind park is connected, can adjust the power generated at the wind park through the control input unit. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2008,F03D   9/255; F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763; F03D   7/04; B63H   1/06; Y02E  10/725; F03D   7/02; Y02E  10/723; F03D   7/00; F03D   9/257; F05B2270/1033; F05B2270/337; Y02B  10/30; F03D   7/0272; F05B2270/304; H02J   3/38; H02J   3/46; F03D   7/0284; F03D   7/048; F03D   9/00; Y10T 307/724
56472004,US20070890313,Controlling power extraction for wind power generation,"A power generation system is disclosed. The power generation system comprises a kite connected to a line. The line is alternatively let out during a traction phase and recovered during a recovery phase. A power extractor connected to the line to extract power during the traction phase. And, a power extraction controller configured to target a preferred traction phase line velocity and a preferred recovery phase line velocity.",2007,F03D   9/00; Y02E  10/70; Y02E  10/723; F05B2270/324; B64C  31/06; F03D   7/00; F05B2240/92; Y02E  10/725; B63H   9/069; F03D   5/00; B63J   3/04; F05B2240/921; F05B2240/922
56516475,US20080220823,Torque converter having stator with cast-in side plate,"A method for manufacturing a torque converter includes providing an outer race of a one way clutch, contacting the outer race with a side plate, and casting a stator housing together with the outer race and the side plate. A torque converter is also provided.",2008,B63H   1/16; Y10T  29/4933; B23P  15/00; F01D  15/12; F03D  11/02; F04D  29/44; F16H  45/02; B64C  11/00; F16H  41/28; F16H2041/246
56532763,CA20062649354,AEOLIAN SYSTEM COMPRISING POWER WING PROFILES AND PROCESS FOR PRODUCING ELECTRIC ENERGY,"An aeolian system is described for converting energ comprising at least one power wing profile (30) which can be driven from the ground immersed in at least one aeolian current (W) and a basic platform (1) for controlling the wing profile (30) and generating electric energy placed at ground level and connected through two ropes (2) to the power wing profile (30), such basic platform (1) being adapted to drive the wing profile (30) and to generate electric energy, such two ropes (2) being adapted to transmit forces from and to the wing profile (30) and to be used both for controlling a flight trajectory of the wing profile (30) and for generating energy. A process is further described for producing electric energy through such aeolian system.",2006,B63H   9/072; F05B2240/921; Y02E  10/70; F03D   5/06; F03D   5/00; B63H   9/069
56551077,GB20080023683,Blade pitch control in a wind turbine installation,"The present invention relates to a blade pitch controller for a floating wind turbine structure comprising a support structure supporting a rotor having a plurality of blades. The controller comprises standard blade pitch control means and active damping means. The standard blade pitch control means is arranged to control a blade pitch using a transfer function hc(s) between a rotor speed error and the blade pitch. The active damping means is arranged to further control the blade pitch on the basis of a speed of a point on the wind turbine structure e.g. the nacelle, by converting the speed of the point on the wind turbine structure into a rotor speed error and using the same transfer function that is used in the standard blade pitch control means to convert the rotor speed error into a correction to the blade pitch.",2008,F03D   7/0276; F03D   7/0296; F03D   7/043; F05B2260/96; F05B2270/101; F05B2270/304; F05B2270/328; F03D  11/04; Y02E  10/723; F03D   7/022; F03D   7/0224; F05B2270/327; Y02E  10/727; F03D   7/02; F03D  13/20; F03D  13/25; F03D   7/04; F05B2240/93
56553480,NL20082001663,"Energy extraction system, has water pump attached to rotor, windmill for pumping water from sea, water system connected to water pump, for passing water pumped from sea, and generator connected to water system","The system (1) has a water pump (4) attached to a rotor, and a windmill (2) for pumping water from a sea (3). A water system is connected to the water pump, for passing water pumped from the sea. A generator (6) is connected to the water system, for generating electrical energy from the pumped seawater. A basin is associated with the generator for storing the seawater, and includes a water output. A mast (14) is provided with a frame, and an electrical cable (22) conducts the generated electrical energy. An independent claim is also included for a method for generating energy.",2008,F03D   9/02; F03D   9/17; Y02E  10/727; F03D   9/008; F03D   9/00; F03D   9/14; F03D   9/25; F03D   9/28; Y02E  60/15; Y02E  60/17; Y02P  80/158; F05B2240/95; Y02E  10/725; F03D  13/25
56556147,JP20070174991,CATAMARAN FOR INSTALLING OFFSHORE WIND POWER GENERATION DEVICE AND INSTALLATION METHOD OF THE OFFSHORE WIND POWER GENERATION DEVICE,"<P>PROBLEM TO BE SOLVED: To provide a catamaran for installing an offshore wind power generation device capable of reducing the cost and shortening the construction period by minimizing the required marine vessels and to provide an installation method of the offshore wind power generation device. <P>SOLUTION: The catamaran 1 for installing the offshore wind power generation device comprises a storage part 4 formed for storing a cylindrical spar-type floating body 23 laid in the lateral direction between two hulls fastened by a connecting member 3 with an appropriate interval therebetween, a storage part 5 for storing the rotated and erected spar-type floating body 23 notched in a front part of the connecting member 3, winches 8 installed on the hulls 2 on both sides of the storage part 5 for winding wires 7 for fixing the spar-type floating body 23, and an automatic position maintaining device 9 installed on the hull 2. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,F03D  11/04; Y02E  10/725; B63B  35/00; F03D   9/00
56560969,JP20070182021,SPAR-TYPE FLOATING BODY STRUCTURE FOR WIND POWER GENERATION ON THE OCEAN AND MANUFACTURING METHOD OF THE SAME,"<P>PROBLEM TO BE SOLVED: To provide a spar-type floating body structure for wind power generation on the ocean and a manufacturing method of the same in which the structure is lightweight, excels in durability, and can be manufactured in a short period of time. <P>SOLUTION: The spar-type floating structure 1 for wind power generation on the ocean includes a lower floating body 3 constructed by integrally joining an upper lid 8 and a lower lid 9 with cylindrical precast concrete blocks 5 and 6 continuously placed between the lid bodies by a PC steel material 10. The structure 1 also includes an upper floating body 2 constructed with a precast concrete block 17 that is smaller in a diameter than the precast concrete blocks 5 and 6 and an upper lid 21, which are integrally joined with the lower floating body 3 by the PC steel material 10. A plurality of ballast tanks 4 are formed with retention walls 11 and 12 below and inside the lower floating body 3. A plurality of water-sealed sectional portions 22 are formed inside the upper floating body 2 by retention walls 19. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,B63B  35/34; B63B  35/00
56590766,DE20082015727U,Windkraftanlage,NULL,2008,F03D   9/00; F05B2240/2212; Y02E  10/74; F03D   1/00; F03D   3/0427; F03D   3/002; F03D   7/0204; F03D   3/02; F05B2240/213; F05B2240/93; F03D  11/04; F05B2240/95
56631879,US20060086413,Lightning protection device of windmill blade,"The present invention proposes a lightning protection device of a windmill blade, comprising a tip receptor assembly having receptors which are mounted, in particular to, the tip end part of the blade where the blade profile becomes smaller, and having a simple structure so as to be readily assembled, and an intermediate receptor assembly having a receptor which is set at the outer surface of the blade so as to exhibit an effective countermeasure against increasing of the air pressure in the blade upon a lightning striking upon the blade, a lightening current being discharged to the ground from the receptors through connection equipment such as lead wires laid through the inside of the blade the windmill body and bypass brushes, characterized in that a base plate made of an electrically conductive material and connected thereto with the lead wires is embedded in the blade, and the receptors are secured and supported to the base plate, being exposed at the outer surface of the blade. Further, the present invention also proposes a method of assembling the lightning protection device.",2006,H02G  13/00; B21D  53/78; Y10T  29/49337; B23P  15/04; F03D  80/30; H02G  13/40; H02G  13/80; Y02E  10/72; Y02E  10/721; F03D  11/00; H05F   3/04; B63H  11/16; F03D   1/0658
56635376,NO20070002791,Anordning ved tidevannskraftverk,"Anordning ved flytende tidevannskraftverk (1) omfattende en dykket turbin (8) og et oppdriftslegeme (6) samt fort¯yninger (24, 32), og hvor tidevannskraftverket (1), p en avstand fra oppdriftslegemet (6), er forsynt med minst Èn dykket motvekt (10) som i samvirkning med oppdriftslegemet (6) er innrettet til  kunne utbalansere momentkrefter som tidevannskraftverket (1) utsettes for grunnet turbinens (8) effektuttak fra vannet.",2007,F05B2240/97; F03B  17/06; F05B2240/95; F03B  13/264; F03D   9/00; F05B2250/41; Y02E  10/28; F05B2240/93
56635533,NO20080004721,Offshoreapparat for  fange energi,"Den foreliggende oppfinnelsen vedr¯rer offshoreapparater(10) for  fange energi for  generere et eksporterbart produkt. I en utf¯relsesform inkluderer offshoreapparatet et mobilt arrangement av energifangeranordninger, slik som vindturbiner (18), b¯lgeenergiomformere (14) eller solenergipaneler. Arrangementet tilveiebringer et flertall punkter som kan kobles til en losseenhet (26) for  flytte produktet, som kan lagres elektrisitet i batterier eller en lagret trykksatt gass borte fra energifangeranordningen.",2008,B63B  35/44; F03D   9/00; F03D   9/10; Y02E  10/727; F03D   9/02; F03B  13/12; F05B2240/40; B63B  35/00; B63B2035/4433; E02B2017/0091; F03D   9/257; F05B2240/95; F03D  13/25; Y02E  70/10; B63B2035/4453; B63B2035/446; F03D   9/11; F05B2220/61; Y02E  60/15
56635555,NO20070003363,Anordning og fremgangsmate ved marin tarnstruktur,"En tÂrnstruktur (1) for anvendelse i en vannmasse, innbefattende en hul ytre del (2) med en f¯rste ende (4) forsynt med en Âpning. En indre del (3) er teleskopisk opptatt i den ytre delens (2) hulrom og er teleskopisk bevegbar i den ytre delen (2) fra en stilling det hovedsakelig hele den indre delen er opptatt i den ytre delen, til en stilling der en lengde av den indre delen rager ut over den ytre delens f¯rste ende. Den indre delen innbefatter et flertall kamre (6, 6') fluidforbundet via kanaler (10') og Âpninger (9), og der minst ett kammer er fluidforbundet via minst en kanal (10) med en kilde for en ballasteringsvÊske (8), hvorved kamrene (6) selektivt kan fylles med ballasteringsvÊske.",2007,B63B   1/048; E02B2017/0043; B63B  75/00; B63B2021/501; E04H  12/34; F05B2240/915; B63B2035/442; F03D  11/04; E04H  12/18; E02B  17/00; E02B2017/0039; E02B2017/0091
56635582,NO20080003377,INSTALLASJON AV OFFSHOREKONSTRUKSJONER,"FremgangsmÂte og system for transport av en offshorekonstruksjon, som for eksempel en vindturbingenerator, innbefatter en underst¯ttelsesramme i hvilken offshorekonstruksjonen sammen stilles p land i en opprettstÂende konfigurasjon. Rammen brukes for  l¯fte konstruksjonen ut p et transportfart¯y p hvilket den holdes i den opprettstÂende konfigurasjon. P dens brukssted overf¯res offshorekonstruksjonen til et forut forberedt fundament. Fundamentet er forsynt med en ramme som samarbeider med underst¯ttelsesrammen. Underst¯ttelsesrammen innbefatter en flerhet ben som har hydraulisk styrte f¯tter. Fundamentets ramme innbefatter et likt antall underst¯ttelsesformasjoner p hvilke f¯ttene til slutt hviler. F¯ttene er bevegelige, som svar p den hydrauliske styring, langs en nominelt vertikal angrepslinje og tilveiebringer en dempeanordning for monteringen av offshorekonstruksjonen.",2008,B66C  23/52; E02B  17/00; F03D  13/25; B63B  35/003; B66C   1/108; E02B2017/0091; F05B2240/95; Y02P  70/523; B63B  27/10; B66C  23/185; F03D  13/10; E02B  17/0004; E02D  27/425; F03D  13/40; E02D  27/42; F03D   1/00; B63B  75/00; E04H  12/34; F03D  13/22; B66C   1/42; F05B2230/6102; Y02E  10/727
56658662,CZ20080020419U,Floating hydraulic engine,NULL,2008,F03B  13/08; F03D   1/04; Y02E  10/22; F03B   7/00; Y02E  10/223; Y02E  10/72
56664947,CN200810200415,Sailing vessel type floating wind power generator,"The invention relates to a sailboat typed above-water wind power generator in the technical field of wind power generation, which comprises a main shell body, a plurality of floating sails, power arms, and generation devices, wherein, the main shell body is arranged at the center, and connected with a plurality of floating sails by the power arms; the generation devices are arranged inside the main shell body, the input ends of the generation devices are connected with the power arms and the output ends are connected with a power network. By split typed active floating sail structure, the invention transfers the weight of the floating sails and the power arms to the boat body and is characterized by simple structure, low cost, and being suitable for the large scaled implementation of power generation above water in the conditions of high, medium or low wind speed, except severe typhoon.",2008,F03D   5/04; F03D   9/00; F03D  13/25; Y02E  10/70; Y02E  10/727; F03D   3/061; F03D   5/00; Y02E  10/74; F05B2240/931; F05B2240/95
56669470,CN200820013106U,Solar heat wind pressure cyclone power generator,"The utility model relates to a solar energy hot air pressure cyclone generator which is applied to wind powder generation. In structure, a solar heat accumulator is arranged on the lower part of a volute. A fixing guide vane is arranged in the volute. A swirl structure is arranged on the inner surface of a chimney. When entering the volute, airflow is heated by the heat accumulator and moves upwards to drive barotropic flow in the volute to move upwards and form swirl through a stay ring guide vane. The flowing speed of the swirl is improved through the swirl structure in the chimney. Simultaneously, large pulling force generates from the surrounding of a wind loop due to the negative pressure function of wind. Cold air which is heated by the heat accumulator on the bottom of the volute floats upwards to form hot air pressure. The negative pressure of wind and the hot air pressure generate chimney function in the chimney. A negative pressure core is formed at the central shaft of the chimney. Swirl accumulates to the negative pressure core under the upward and centripetal suction function to an overflow port. An impeller of a turbine expander rotates under the swirl function and drives a rotator of the generator to rotate. With the advantages of simple structure and convenient installation, the solar energy hot air pressure cyclone generator can transfer small wind speed into large torque.",2008,Y02E  10/465; F03D   9/37; Y02E  10/721; F03D   9/25; F03D   1/06
56699059,US20080216503,Component with a damping filler,"A component (10) and method for manufacturing a component. The component comprises first and second panels (16, 18) spaced apart from each other, the first panel (16) having at least one protrusion (20) extending therefrom towards the second panel (18). The protrusion (20) extends partially across the space (19) between the first and second panels so as to define a free end of the protrusion. The free end is surrounded by damping material (24).",2008,B21D  53/78; B64C  27/46; Y10T  29/49337; F01D   5/14; F03D  11/02; F04D  29/023; F04D  29/668; F05D2220/36; Y10T  29/49336; Y10T  29/49339; F01D   5/20; F01D  25/06; F04D  29/324; B63H   1/26; B63H   7/02; F05D2260/96; B23P  15/04; B64C  11/16; F01D   5/08; F01D   5/147; F01D   5/26; F03B   7/00; F04D  29/38; F04D  29/666; F05D2300/133; F05D2300/43
56733918,DE20036020400T,VORRICHTUNG F‹R IN TIEFWASSER ANGEORDNETE WINDENERGIESTATION,NULL,2003,F03D  13/22; B63B  35/4406; B63B  21/50; E02D  27/425; F03D  13/10; B63B2035/442; E02D  27/42; F03D   1/00; F03D  11/04; F03D   9/00; B63B  35/44; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; F03D  13/25; Y02E  10/727
56744547,EP20080169010,Power Backup System For Offshore Wind Generators,"Aspects of the invention concerns a cable 100 comprising a cable jacket 108 and at least two medium voltage wires 102 disposed within the cable jacket for transporting medium voltage current and at least two low voltage wires disposed within the cable jacket for transporting a low voltage current. Further, it concerns a wind turbine 10 having a generator 14 for generating electricity, wherein the generator being electrically connected to at least two medium voltage wires for feeding the generated electricity into a grid, the wind turbine having further a low voltage network for providing low voltage power to low voltage consumers, the low voltage network being electrically connected to a low voltage cable 104, wherein the low voltage cable and the medium voltage wires are accommodated in a common cable jacket.",2008,Y10T 307/636; H01B   9/00; H02J   9/08; Y02B  10/72; F03D   9/257; H01B   7/14; Y02E  10/725; F03D  80/00; H01B   9/005; H02J  11/00; Y02E  10/763; H02J   3/386; Y02E  10/766
56752071,CN200820069704U,Wind power portable ship,"The utility model relates to a wind power light boat, which can effectively meet requirements on boats during traveling, recreation and salvage. The technical scheme of the utility model includes that the wind power light boat comprises a hull and a rudder, the front end of the hull is equipped with a cabin, the rear end of the hull is internally equipped with a fan room, a fan is arranged in the fan room, the rear end of the hull is further equipped with an exhaust orifice communicated with the fan room, two sides of the rear lower portion of the hull are equipped with rear-downwards oblique exhaust orifices communicated with the fan room, and the rudder is arranged at the rear bottom of the hull. The utility model has simple structure, convenient maintenance, low cost and fast speed, which can bring good social and economic benefits after promoting and applying.",2008,B63B  35/73; B63H  19/06
56752940,CN200820049198U,"Water power, wind power and solar integrative power generation floating stage","A hydro, wind and solar power comprehensive power generation floating platform is composed of a floating platform, a hydropower propeller wall, a wind-power generation wall and a solar steam generator; the hydropower propeller wall, the wind-power generation wall and the solar steam generator are arranged on the floating platform for hydro, wind and solar power comprehensive power generation. The utility model combines the hydro, wind and solar power comprehensive power generation in one and does not need to build dams; moreover, the utility model is low in construction difficulty and costs and does not use reserved water, which has no effect on river flow and can prevent low water, control drought and make full use of natural resources.",2008,F03B  13/00; Y02E  10/725; F03G   6/06; Y02E  10/46; F03D   9/25
56797759,JP20070208337,MOVABLE MARINE WIND POWER GENERATOR,"<P>PROBLEM TO BE SOLVED: To provide a movable marine wind power generator providing sufficient wind power generation effect based on meteorological/hydrographic conditions forecast information, by allowing a floating body having a wind turbine with generator to freely moving around without mooring. <P>SOLUTION: In the floating body 1, a lot of wind turbines 2 with generator laterally directed, and each energy storage equipment 4 storing electric energy generated by the wind turbine 2, are provided. A control system controlling a thrust means and a steering means of the floating body 1 based on the meteorological/hydrographic conditions forecast information, selects a course of the floating body 1 of 90 degrees or -90 degrees with respect to a wind direction. For a route of the floating body 1, all of the combinations of the floating body courses of 90 degrees or -90 degrees with respect to the wind direction in a plurality of preplanned course change determination time zones is calculated, and a calculated route with maximum acquired energy of the floating body 1 having the wind turbine with generator is selected from the combinations. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,Y02A  30/12; F03D   9/00; F03D   9/02; Y02E  10/725
56816052,EP20090154927,Generator power conditioning,"The present invention relates to electricity generating equipment, particularly off-shore generators for generating electricity from tidal streams, marine currents or wave motion. In a generator (101) according to one embodiment, each three-phase set (113) of three coils (109) is connected to a separate rectifier (121), the output of which is subsequently inverted to produce a substantially constant-voltage, constant-frequency AC output, for onward transmission and/or direct connection with the outputs of other similar generators (101), or the grid.",2009,F03D   9/00; H02P   9/105; Y02E  10/22; H02P   9/10; H02K   7/18; F03B  13/083; H02K   7/1823; H02K  11/046; Y02E  10/725; F03B  13/08; H02K2213/06; F05B2220/7068; H02K2213/12; H02P   9/48; H02P2101/15
56819156,US20080208395,Offshore vertical-axis wind turbine and associated systems and methods,"An offshore wind turbine has a vertical-axis wind turbine (VAWT) mounted on a platform. The VAWT has a vertical rotor and curved blades coupled to a gearbox and an electric generator. The VAWT can fixedly extend from the platform or may be capable of reclining on the platform either manually or automatically. The platform can be composed of modular elements coupled together. Offshore, the platform can be semi-submersible with the VAWT extending out of the water and with a counterbalance extending below the platform. Alternatively, the platform can float on the water's surface and can have several arms that extend outwardly from the VAWT to increase the platform's footprint. To anchor the turbine offshore, anchoring systems can anchor the platform to the seabed while allowing the floating wind turbine to adjust passively or actively to changes in sea level due to tidal variations or storm swells.",2008,B63B   5/14; F03D   9/00; F03D  13/10; F03D  13/40; B63B2035/446; E02B2017/0091; F05B2240/95; B63B   1/107; B63B2021/206; Y02E  10/74; F05B2240/97; B63B  35/44; E02D  27/42; E02D  27/425; F05B2240/93; F05B2240/96; B63B  21/16; F01D   5/18; F03D  13/25; Y02E  10/727; B63B  21/50; F03D  13/22; F05B2240/212; B63B  21/04; B63B2001/044; F03D   3/005; F05B2240/40
56828376,FR20080054097,STRUCTURE DE TRANSPORT ET D'INSTALLATION EN MER D'AU MOINS UNE EOLIENNE OU HYDROLIENNE ET PROCEDES DE TRANSPORT ET D'INSTALLATION EN MER D'AU MOINS UNE EOLIENNE OU HYDROLIENNE.,"L'invention concerne une structure (10) de transport et d'installation en mer d'au moins une Èolienne ou hydrolienne. Cette structure (10) comprend une coque flottante (11) en forme de U munie d'une branche latÈrale (11a) portant chacune au moins une jambe (20) dÈplaÁable verticalement par la coque (11) en flottaison et au moins un ensemble de support d'une Èolienne ou d'une hydrolienne, composÈ de deux navettes (30) opposÈes et associÈes chacune ‡ une jambe (20) et portant chacune deux paires (60, 70) de bras, respectivement supÈrieurs et infÈrieurs, dÈplaÁables par pivotement autour d'un axe horizontal entre une position escamotÈe et une position active basculÈe contre le m‚t (2) de l'Èolienne ou de l'hydrolienne.",2008,B63B  27/04; F03D  11/04; Y02E  10/727; B63B  35/00; F03D  13/10; E02B  17/06; E02B2017/0091; F05B2240/95; B63B  35/003; E02B  17/0818; F03D  13/40
56836699,DE20082013954U,", automatischer Hˆhenregulierung, Kleinwindkraftanlagen und Photovoltaik",NULL,2008,F03B  13/08; F05B2240/133; H02S  10/12; Y02E  10/727; F03B  17/063; F03B   7/00; F03D   9/00; F03D   9/008; F03D   9/007; F03D  13/25; F05B2240/40; Y02E  10/28
56857172,US20080284284,Wave power installation,"A wave power installation is presented, comprising a flow chamber, an air-driven turbine disposed in the chamber and coupled with an electro-generator, a float having a cavity accumulating air, communicated with the chamber, a vacuum-creating ejector disposed in water mounted under the float, which ejector is performed as a confuser-diffuser conduit, wherein at least a portion thereof is vertically positioned. The conduit has a minimal through cross-section. At least one reverse valve is mounted in the vicinity of the minimal cross-section. The conduit is communicated with the cavity via the reverse valve. The chamber and turbine can be located on a coast. In embodiments, the conduit is furnished with a cylindrical nozzle, thereby making it stepwise widening downwardly. During both the upward and downward motions of the float, airflow is produced through the chamber, providing for practically continuous generation of electric energy by the installation, and improving its efficiency.",2008,Y02E  10/38; F03B  13/14; F03D   9/00; F16D  31/02; Y10T  29/5172; F03B  13/12; F03B  13/24
56877329,CN200820080155U,Anti-tipping suspending type wind generating set,"The utility model discloses an anti-overturning suspended wind turbine unit which relates to a wind power generation technology; the wind turbine unit comprises a wind wheel, a tower, a float, a diagonal steel cable, a balancing pole and a positive elastic steel cable; a wind machine is fixed on the float; the float is tied to a diagonal concrete pier in the depth of the sea by the diagonal steel cable with a certain elasticity; the balancing pole is fixed right below the float; the lower end of the balancing pole is tied to a positive concrete pier right below by the positive elastic steel cable; once the wind speed is quite high, the unit largely inclines, the positive elastic steel cable is stretched, to produce pulling force F; the pulling force F urges the unit to return to the normal position. The suspended wind turbine unit has the function of overturning resistance, so that the marine suspended wind turbine unit can prevent overall overturning and even crash accident when running at quite high wind speed, thereby improving the safety running of the marine suspended wind turbine unit.",2008,F03D  13/25; Y02E  10/727; F03D   9/25
56879082,US20080083819,Wind turbine blade with variable aerodynamic profile,"A wind turbine blade comprising an active elastic member arranged with access to the surface of the wind turbine blade is provided. The active elastic member is deformable from a first shape to a second shape and the lift coefficient of the airfoil with the active elastic member in the first shape is larger than the lift coefficient of the airfoil with the active elastic member in the second shape. Furthermore, a wind turbine comprising such a wind turbine blade and a method of operating a wind turbine comprising such a wind turbine blade are provided.",2008,F03B   3/12; F03D   1/0641; F05B2240/301; Y02E  10/723; F01D   5/18; F03D   7/022; F05B2270/32; B64C  11/24; F03D  11/02; F03D   7/024; F03D   7/04; Y02E  10/721; B63H   7/02; B64C  11/16; B64C  27/46; F01D   5/14; F03B   7/00; B63H   1/26; F03D   1/06; F04D  29/38; F05B2240/311; F03D   7/043
56898484,DE20072018750U,Ausgleich der Massen-L‰ngsverteilung bei einem Offshore-Rammpfahl mit konischem Abschnitt,NULL,2007,E02D  27/42; F03D  13/22; E02B  17/0004; E02B2017/0095; F03D  80/85; F03D  80/88; E02B  17/0008; E02D   7/02; E02D  27/52; F03D  13/25; Y02E  10/727; E02B  17/0034; E02B2017/0091; F05B2240/95; E02D   5/28; F03D  13/10; F03D  80/82
56898485,DE20072018751U,Zugang zu einer Offshore-Tragstruktur,NULL,2007,E02B  17/0004; E02B2017/0095; F05B2240/95; F03D  11/04; F03D  13/25; Y02E  10/727; E06C   9/02; F03D  13/10; E02B  17/0034; F03D  80/82; E04H  12/00; F03D  80/85; F03D  80/88; E02B2017/0091; F03D  13/22; E02B  17/00; E02B  17/0008
56908674,PT20060103515,"SISTEMA CONJUNTO DE CONVERS√O DE ENERGIA E”LICA, SOLAR, ONDAS E CORRENTES MARÕTIMAS","SISTEMA CONJUNTO DE CONVERS√O DA ENERGIA E”LICA, SOLAR, ONDAS E CORRENTES MARÕTIMAS EM ENERGIA EL…CTRICA, HIDROG…NIO, AR COMPRIMIDO, OU OUTRA ENERGIA QUE CONSEGUE NÕVEIS DE PRODU«√O DE ENERGIA SIMILARES AOS DAS BARRAGENS HÕDRICAS, CENTRAIS TERMOEL…CTRICAS E OUTRAS COM CUSTOS ECON‘MICOS DIRECTOS DE CONSTRU«√O E EXPLORA«√O INFERIORES. APLIC¡VEL EM OCEANOS, MARES, RIOS, LAGOS E ALBUFEIRAS DE BARRAGENS.",2006,Y02E  10/725; F03G   6/00; F03D   9/00; Y02E  10/46; B63B  35/44
56911768,JP20070213897,WIND POWER GENERATION SYSTEM,"<P>PROBLEM TO BE SOLVED: To provide a large-sized wind power generation system with high stability. <P>SOLUTION: The wind power generation system comprises a main base including a water storage tank that stores water or seawater therein, a floating body buoyed in the water storage tank, a main support base body provided on the floating body, a cylindrical wind tunnel body supported by the support base body, and a wind-turbine mounted on a nacelle provided at the center of the wind tunnel body. The support base body has a horizontal base body part extending in the horizontal direction and a first column and a second column respectively erected at both ends of the horizontal base body part, and supports the wind tunnel body via the first column and the second column. The wind tunnel body has a first support member, a second support member, and a third support member for supporting the nacelle. The first support member is arranged on the upper portion of the nacelle along the vertical direction, and the second support member and the third support member are respectively arranged at an angle of 120∞ with respect to the first support member. The second support member is connected to the first column via a connector provided at the connecting portion between the second support member and the wind tunnel body. The third support member is connected to the second column via a connector provided at the connecting portion between the third support member and the wind tunnel body. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,F03D   7/04; Y02E  10/721; Y02E  10/723; F03D   1/06; F03D  11/04
57006674,US20080150072,Floating wind turbine system,"A floating wind turbine system with a tower structure that includes at least one stability arm extending therefrom and that is anchored to the sea floor with a rotatable position retention device that facilitates deep water installations. Variable buoyancy for the wind turbine system is provided by buoyancy chambers that are integral to the tower itself as well as the stability arm. Pumps are included for adjusting the buoyancy as an aid in system transport, installation, repair and removal. The wind turbine rotor is located downwind of the tower structure to allow the wind turbine to follow the wind direction without an active yaw drive system. The support tower and stability arm structure is designed to balance tension in the tether with buoyancy, gravity and wind forces in such a way that the top of the support tower leans downwind, providing a large clearance between the support tower and the rotor blade tips. This large clearance facilitates the use of articulated rotor hubs to reduced damaging structural dynamic loads. Major components of the turbine can be assembled at the shore and transported to an offshore installation site.",2008,F03D   1/00; F03B  13/12; F05B2240/95; B63B  21/50; F03D  13/20; F03D   9/00; B63B  35/44; F05B2240/2213; F05B2240/96; B63B2035/446; F03D  13/10; F03D  13/40; Y02E  10/727; B63B2021/505; F05B2240/93
57008008,US20070087796,Component to be arranged in the flow channel of a turbomachine and spraying method for producing the coating,"The invention relates to a component for arrangement in the duct of a turbine engine. The component is provided with a coating, which has a surface structure with scales which overlap each other in the direction of flow of the turbine engine. The invention also relates to a spraying method for generating a coating on a component.",2007,C23C  24/04; F05D2250/61; Y02T  50/673; B64C  11/16; B64C  27/46; C23C   4/073; F01D   5/14; F03B   7/00; F05D2230/80; F05D2230/90; F03D  11/02; F01D   5/288; Y02T  50/676; B05D   1/32; F01D   5/005; F01D   5/145; F03B   3/12; F05D2300/611; Y02T  50/6765; B63H   7/02; F05D2250/611; B63H   1/26; F01D   5/28; F04D  29/38; Y02T  50/67; C23C   4/01; F05D2260/2212
57038746,DE20081008060,"Rotor for use as e.g. airplane or ship rotor in water vehicle, has circular rotor blade with wing lower edge exhibiting ring shape from ring segments that change wing position in each segment from lift position into drift position","The rotor has a circular rotor blade (2) with a wing leading edge (20) provided for incident flow. A wing lower edge of the blade is aligned to a flow-turned away side, and exhibits a ring shape (1) from ring segments (10) that are tangent to periphery at a rotation axle (30). Each segment changes a wing position in each segment from a lift position (210) into a drift position (211) such that aerodynamically and hydrodynamically produced force couple is caused from a sucking force (I) and thrust forces (II) with a displacement moment on the axle in the incident flow of the rotor.",2008,F03D   1/06; F03D   1/0608; F05B2240/33; Y02E  10/721; F05B2250/184; F05B2250/24; F01D   1/34; F05B2250/131; B63H   1/14; F04D  19/00; B63H   1/16; B64C  11/00; F05B2240/301
57040317,DE20092000125U,Windkraftanlage mit einem ersten Rotor,NULL,2009,F05B2240/93; F03D  80/00; F05B2240/95; Y02E  10/725; F03D   1/02; F03D   9/00; F03D   1/025; F05B2240/40; F03D   9/25
57041886,PT20060103534,M…TODO PARA O FUNCIONAMENTO DE UMA TURBINA E”LICA,"NUMA TURBINA S”LICA E NUM M…TODO PARA O FUNCIONAMENTO DE UMA TURBINA E”LICA, A VELOCIDADE DO ROTOR E/OU A POT NCIA DO GERADOR REDUZEM-SE PARA DAR RESPOSTA A VARI¡VEIS CUJO VALOR EXCEDA VALORES PREDETERMINADOS. AS REFERIDAS VARI¡VEIS PERTENCEM AO GRUPO FORMADO PELA DIREC«√O DO VENTO RELATIVA ¿ DIREC«√O HORIZONTAL DO EIXO PRINCIPAL DA TURBINA E DA TURBUL NCIA DO VENTO MEDIDA POR SENSORES EXTERNOS, ASSIM COMO QUALQUER OUTRA VARI¡VEL MEDIDA POR UM OU MAIS SENSORES MONTADOS SOBRE OS COMPONENTES DA TURBINA PARA MEDIR AS CONDI«’ES DO REFERIDO COMPONENTE.",2006,F05B2270/335; F05B2270/807; F03D   7/00; F03D   7/022; Y02E  10/726; F03D   7/04; F05B2270/3201; F05B2240/95; F05B2270/20; F05B2270/322; F03D   7/028; F05B2270/109; F05B2270/303; Y02E  10/723; F03D   7/0276; F05B2270/321; F05B2270/334; F05B2270/808; F05B2270/107; F05B2270/331; F03D   7/0204; F03D   7/0264; F03D   7/042
57042772,PT20000972950T,METHOD AND SYSTEM FOR INSTALLING AND TRANSPORTING AN OFFSHORE WIND POWER STATION AT SEA,NULL,2000,F05B2230/6102; Y02E  10/727; E02B2017/0091; F03D   1/00; F05B2240/95; E02B  17/04; F03D  13/22; F05B2240/93; E02D  27/425; F03D  13/10; Y02P  70/523; E02B2017/0065; F03D  11/04; F03D  13/25; F03D  13/40; B63B  35/003; E02B  17/02; E02D  27/42
57044337,PT20030746251T,A BLADE FOR A WIND TURBINE AND A METHOD OF ASSEMBLING LAMINATED PROFILES FOR A BLADE,NULL,2003,Y02E  10/721; B63H   1/26; F05B2280/6003; Y02P  70/523; F03D   1/06; F03D   1/0675; F03D   3/06; F05B2230/60
57044362,PT20040077689T,DAMPING OF OSCILLATIONS IN WIND TURBINES,NULL,2000,F05B2200/23; F05B2260/96; F03D   1/06; F03D  80/00; F03D   7/02; F03D  13/20; F05B2240/95; Y10S 416/06; Y10S 416/50; F03D   7/04; Y02E  10/721; Y02E  10/726
57044795,PT20040004172T,AUXILIARY PROPULSION UNIT USING THE DEVIATION OF A FLUID STREAM,NULL,2004,B63H   9/02; F03D   3/00; Y02T  70/58
57059662,US20040297406,Aeolian system comprising power wing profiles and process for producing electric energy,"An aeolian system is described for converting energy comprising at least one power wing profile (30) which can be driven from the ground immersed in at least one aeolian current (W) and a basic platform (1) for controlling the wing profile (30) and generating electric energy placed at ground level and connected through two ropes (2) to the power wing profile (30), such basic platform (1) being adapted to drive the wing profile (30) and to generate electric energy, such two ropes (2) being adapted to transmit forces from and to the wing profile (30) and to be used both for controlling a flight trajectory of the wing profile (30) and for generating energy. A process is further described for producing electric energy through such aeolian system.",2004,B63H   9/069; F03D   7/00; Y02E  10/70; F03D   5/06; F03D   5/00; B63H   9/072; F03D   9/00; H02P   9/04; F05B2240/921
57063557,CN200810228744,Special operation platform for mounting wind-driven generator,"The invention relates to a work platform special for assembling a wind motor, which is applied to assembly of the wind motor of an intertidal zone. The work platform comprises a barge hull, wherein supporting rods for supporting the barge hull are arranged on both sides of the barge hull; and supporting rod lifting self-locking devices are arranged between the supporting rods and the barge hull. When used, the work platform is towed to the intertidal zone for assembling the wind motor in advance by utilization of an autoboat sideband or by means of ferrying under the tidal condition, and simultaneously the barge hull is utilized to convey wind generating sets and hoisting devices such as fixed slewing cranes, land automobile cranes, track cranes and so on; and the supporting rods are utilized to support the barge hull on the land of the intertidal zone, and the supporting heights of various supporting rods are determined according to the topographic condition. The work platform only needs to guarantee that the upper plane of the barge hull is basically horizontal and the cranes can operate normally, and can be utilized to assemble the wind motor under the tidal condition or tideless condition, so that the problem that the wind motor can not be arranged on the intertidal zone is solved and the wind resources in the area can be fully utilized to generate power.",2008,B66C  23/52; Y02E  10/72; B63B  35/28; F03D  13/40; F03D  13/10
57069429,CN200820109077U,Rotational flow power machine,"The utility model discloses a swirling power machine which belongs to the technical field of the processing of water-power and wind-power generating facilities. The swirling power machine is characterized in that a swirling pump which is invented in latest and an internally-concave eccentric wheel which is vertical to a shaft cambered surface are matched and used together so that ocean current, ocean wave, river stream and air stream on the arbitrary direction can be conveniently converted into the rotating force on the same direction so as to drive a dynamo to operate for power generation, and the fluid tangential force formed through the swirling pump is assembled through the internally-concave eccentric wheel which is vertical to the shaft cambered surface and concentrated upon an action zone with the largest moment, thereby the efficiency of utilizing water flow and air stream to obtain the rotating power can be effectively improved, not only the single manner in the prior art that the fluid power is converted into the rotating force relying on a turbine or a paddle wheel is innovated, but also the investment cost in the technical field can be greatly reduced.",2008,F03B  13/00; Y02E  10/725; Y02P  80/158; F03D   9/25
57075924,RU20070129582,OFF-SHORE DRILLING PLATFORM,"FIELD: electricity. ^ SUBSTANCE: offshore drilling platform includes supports for fastening to the ground and platform foundation. Diesel-generator is installed on the platform foundation. The diesel-generator supplies power to drilling equipment and personnel quarters. There is a control unit between power consumers and generator. No less than one additional generator with the drive operating on the natural power sources is connected to the control unit. At least one additional generator may be designed to have aerodynamic drive exploiting wind power and installed on the upper part of the support. At least, one additional generator may be designed to have hydrodynamic drive operating from wave power and installed on the support under water. Aerodynamic drive or hydrodynamic drive may be implemented as two co-axial airscrews connected with the additional generator through the facility of two shafts rotation movement transformation to the rotation movement of one shaft, e.g. differential orbital increase gear. ^ EFFECT: electrical power supply to consumer. ^ 14 cl, 6 dwg",2007,F03B  13/10; Y02E  10/727; F03D   1/00; B63B  35/44; E02B  17/00; Y02E  10/22
57095841,NL20081035907,INRICHTING VOOR HET ONDERSTEUNEN VAN EEN OFFSHORE WINDTURBINE.,NULL,2008,F03D  11/04; F03D  13/25; Y02E  10/727
57099691,US20070839131,Hurricane prevention system and method,"The hurricane prevention system and method for use in ocean water is provided including a buoyant platform on which is disposed a wind-driven power source, a water-moving system, and a water-dispersing system. The wind-driven power source is configured to use wind energy to power the water-moving system, which is configured to transport water from somewhat deeper ocean water levels to, or near, the level of the ocean. The water-dispersing system is preferably configured to disperse the water from the water-moving system to an area at or near the sea surface. The buoyant platform preferably is anchored by a mooring system. The hurricane prevention system and method is designed to bring cooler water from deeper in the ocean to or near the ocean surface and to disperse that cooler water in that area to reduce the sea surface temperature, thereby preventing or inhibiting the formation of hurricanes.",2007,B63B  35/44; B63B  39/10
57101600,PT20000949353T,LANDING STAGE,NULL,2000,Y02P  70/523; E02B  17/027; E02D  27/42; F03D  13/10; Y02B  10/30; B63B  35/44; E01D  15/14; E01D  15/24; E02B  17/025; E02B2017/0073; E02B2017/0091; E02B2017/0069; E02D  27/425; F03D   1/00; F05B2240/95; F05B2230/60; Y02E  10/727; F03D  13/22; B63B  22/02; B63B  35/50; E01D  11/02; F03D  11/04; F03D  13/25; F03D  13/40; F05B2230/80
57102213,PT20020380136T,MARINE PLATFORM FOR WIND AND WAVE POWER CONVERSION,NULL,2002,F03D   9/008; Y02E  10/38; F03B  13/181; Y02E  10/725; F03B  13/18; F03D   9/00; F03B  13/1895
57102934,PT20030730930T,A DEVICE FOR A WIND POWER STATION PLACED IN DEEP WATER,NULL,2003,B63B  35/44; E02D  27/425; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; B63B2035/442; E02D  27/42; F03D   1/00; F03D  11/04; F03D   9/00; B63B  35/4406; F03D  13/22; F03D  13/25; Y02E  10/727; B63B  21/50; F03D  13/10
57103559,PT20040730134T,WIND POWER STATION,NULL,2004,B63B  35/4406; B63B  35/44; E02B2017/0091; F05B2240/95; Y02B  10/30; F03D  11/04; F03D  13/25; F05B2240/93; Y02E  10/727
57112943,AU20070284071,Energy extraction method and apparatus,"A method and apparatus for extracting energy from wind and wave motion using a common floating platform comprising a ship hull (10) which is moored in an offshore location and which supports wind turbines (27) for extracting energy from wind and wave energy extraction devices (12) positioned at least at one side of the hull (10) for extracting energy from wave motion relative to the hull (10). The method and apparatus may also use water current energy extraction devices. The hull (10) may also support a desalination plant (45) which uses the energy generated from the wind, wave and water current energy extraction devices.",2007,F03D   9/008; Y02E  10/28; B63J   1/00; F05B2240/931; Y02A  20/141; E02B   9/08; Y02E  10/727; F03B  17/063; F03D   9/00; F03D  13/25; F03D  15/10; F03B  13/142; F05B2220/62; Y02A  20/144; F03B  13/24; B63J   3/04; F03B  13/14; F03D   9/25; Y02E  10/32; Y02E  10/38
57129650,EP20080839186,DRIVING FORCE GENERATING DEVICE,"The device for generating driving force comprises a column (1) provided with a plurality of flexible elements (3) placed around said column (1), that when are interposed to a flow they react positively rotating about in the same sense, and it is characterised in that said flexible elements are aerodynamic membranes (3) whose disposition and shape follows logarithmic spiral patterns and in that it comprises a movable head (2) placed at the upper part of said central column (1) and a base (4) placed at the lower part of said column (1), each membrane being fixed (3) at its upper part to said movable head (2) and at its lower part to said base (4). It permits to balance the kinetic, gravitational and centrifugal forces, minimizing the resistances.",2008,F03D   3/06; F03D  13/25; Y02E  10/727; F05B2240/311; F05B2210/16; Y02E  10/74; F03D   3/061; F05B2240/93
57170588,CN200820150667U,Tridimensional adjustable combined type prestress anchor bolt,"The utility model pertains to a connecting piece applied between a wind-driven generator tower cylinder and the foundation, particularly relates to a three-dimensional adjustable combined prestressed anchor bolt, comprising an anchor bolt, an anchor-bolt sleeve, upper anchor plates, lower anchor plates and an adjustable anchor-bolt support. Eight upper anchor plates, in pairs, are connected by bolts through an end beam to form a ring-shaped combined anchor plate; eight lower anchor plates, in pairs, are connected by bolts to form a ring-shaped combined lower anchor plate; the anchor bolt is successively put through the upper anchor plates and the lower anchor plates; the anchor sleeve is coated on the anchor located between the crown plate and the upper flat plate; an adjustable anchor-bolt support is arranged under each end beam, and the adjustable anchor-bolt support comprises adjusting screw rods and micrometer nuts; the micrometer nuts are arranged on the top parts of the adjusting screw rods, and arranged on both ends of the end beam respectively, and the height of the adjustable anchor-bolt support can be adjusted. The utility model improves the disadvantages of tower cylinder connecting steel materials, such as redundance, waste, sudden rigidity change, excessive interference to steel bars, etc; and the utility model is capable of realizing economic, rapid and convenient construction of fan foundation.",2008,F03D  13/20; Y02E  10/72
57172235,BR2005PI19480,componente elÈtrico com circuito de refrigeraÁ„o para a operaÁ„o subaqu·tica,"componente elÈtrico com circuito de refrigeraÁ„o para a operaÁ„o subaqu·tica. a presente invenÁ„o refere-se a um componente elÈtrico com condutos de enrolamento, especialmente um transformador, abrangendo um circuito de refrigeraÁ„o com uma unidade de troca de calor. de acordo com a invenÁ„o, os elementos de refrigeraÁ„o da unidade de troca de calor podem ser envoltos pela corrente de um primeiro lÌquido e possibilitam assim a troca do calor resultante durante a operaÁ„o do componente elÈtrico, o componente elÈtrico de acordo com a invenÁ„o È concebido especialmente para aplicaÁıes offshore, sendo que o componente elÈtrico fica disposto em planos distintos de uma plataforma e, assim, requer apenas uma pequena demanda de espaÁo.",2005,F03D  80/00; F03D  80/60; F03D   1/00; H01F  27/12; H02B   7/00; H01F  27/06; F03D  13/10; H02B   1/56; F05B2240/95; H01F  27/16; Y02E  10/727
57195229,US20080176628,Fan,"A fan includes a hub and a plurality of blades formed on the hub with a rake angle. In an axial direction of the hub, no part of a trailing edge of any of the blades is disposed past an air outlet end of the hub at more than a distance approximately equal to 25% of a diameter of the hub.",2008,B63H   7/02; F03B   3/12; F01D   5/14; F03D  11/02; B63H   1/26; F04D  29/38; B64C  11/16; B64C  27/46; F03B   7/00; F04D  29/384
57214305,US20070936011,"Systems and methods for producing, shipping, distributing, and storing hydrogen","These inventions related to systems and methods for producing, shipping, distributing, and storing hydrogen. In one embodiment, a hydrogen production and storage system includes a plurality of wind turbines for generating electrical power; a power distribution control system for distributing, and converting the electrical power from the wind turbines, a water desalination and/or purification unit which receives and purifies seawater, and an electrolyzer unit that receive electrical power from the power distribution system and purified water from the desalination units and thereby converts the water into hydrogen and oxygen. After its production, hydrogen is stored, transported, and distributed in accordance with various embodiments.",2007,F17C   6/00; F17C2201/052; F17C2203/0391; F17C2205/018; F17C2265/063; F17C2270/0139; Y02E  10/725; Y10T 307/658; F03D   7/00; F05B2220/61; F17C2203/0663; F17C2221/012; F17C2223/033; F17C2265/061; C25B   9/18; C25B  15/02; F17C   9/00; F17C2203/0646; F17C2205/0111; F17C2270/0136; F17C2270/0173; F17C2270/0178; Y02P  20/133; F17C2201/0109; F17C2225/033; F17C2270/0107; F17C2270/0168; Y02B  10/70; Y02E  60/321; Y02P  80/154; Y02P  90/45; B63B  38/00; F01K  13/00; F17C   3/025; F17C2225/0161; F17C2265/065; F17C2270/0105; Y02A  20/141; Y02E  70/10; F03D   9/19; F03D   9/257; F17C2201/054; F17C2203/0617; F17C2205/0142; H02J   4/00; B01D  17/06; F03D   9/02; F05B2220/62; F17C2201/0128; F17C2201/0147; F17C2260/016; F17C2265/06; F17C2270/0171; Y02P  80/11; Y02P  80/158; C25B   1/04; F17C2201/035; F17C2205/0126; F17C2223/0161; Y02E  60/366; Y10T 307/445
57243447,CN200710156340,Floating raft-reducing three-vane wind wheel,"The invention relates to a floating raft three-blade rotor with a lightened mass. Bearings and tripodal bearing seats are mounted on small shaft ends of each blade tip of the three-blade having coaxial line with a variable propeller pitch shaft. A first tension line (A3) is tensioned between every two feet between adjacent bearing seats. A second tension line (A4) is tensioned between a third foot of the bearing seat and a fairing (B). A third tension line (A5) is tensioned between a middle waist of each blade and the fairing (B). The fairing (B) is fixed with a principal axis (C) of a three-blade wind mill. The three blades are not a rotary plane any more, but form a rotary cone, which improves the rigidity and strength. The invention has advantages that (1) the characteristic of tension can lighten and reduce the blades, improve rotation speed and reduce the starting wind speed; (2) beating bend and shaking bend shimmy caused by acceleration of gravity of the blades can be suppressed by three tension A3s.",2007,Y02E  10/721; F03D   1/06
57245901,CN200680054098,System for generating electric energy,"The invention relates to a system for generating electric energy from renewabie energy sources. The system includes a plurality of generator aggregates (4a-6c) arranged in the sea and a plurality of switchgears (1 a-1 c) arranged in the sea. Each switchgear (1 a-1 c) is connected to a plurality of the generator aggregates (4a-6c). According to the invention the system includes a plurality of primary intermediate stations (17a-17c). The system also includes at least one secondary intermediate station (19). Each primary intermediate station (17a-17c) is connected to a plurality of the switchgears and each secondary intermediate station (19) is connected to a plurality of the primary intermediate stations (17a-17c). The secondary intermediate station is also connected to a land based electric network.; Switching means (192) is present for allowing selective connection to various locations (193,194,195) in the electric network.The invention also relates to an electric network and to a method for supplying energy to an electric network.",2006,F03B  13/18; Y02E  10/72; Y10T 307/696; F03D  13/25; F03D   9/255; H02J   3/386; Y02E  10/38; Y02E  10/763; F03D  13/22; Y10T 307/718; F03D   9/008; F03D   9/257; H02J   3/382
57245903,CN200480031294,Power generation assemblies,"A floating power generation assembly comprises at least three floating units (900) floating on a body of water, and at least three anchors (916) secured to a solid surface beneath the body of water, each of the floating units (900) being provided with power generation means, the floating units (900) being arranged substantially at the vertices of at least one equilateral triangle. The invention also provides ship-borne apparatus for deploying the floating units of such a power generation assembly and a novel multiple wind turbine assembly.",2004,F03D   1/02; F03D   9/00; F03D  11/04; Y02E  10/727; B63B  21/50; B63B2035/446; F03B  13/10; F05B2210/18; Y02E  10/38; F03D   1/06; F05B2240/13; Y10S 416/06; F03B  13/18; F05B2240/40; F05B2250/132; B63B2039/067; F03B  13/22; F03D   1/04; F05B2240/95; Y02E  10/725; Y10S 416/04; F03D  11/00; F03D  13/10; F03D  13/40; F03D; F03D   1/00; F03D   9/008; F05B2240/96; Y02E  10/721; F03D   7/02; F03D  13/25; F05B2240/93
57264241,JP20070236154,"OFFSHORE WIND TURBINE GENERATION SYSTEM, OFFSHORE WIND FARM","<P>PROBLEM TO BE SOLVED: To provide an offshore wind turbine generation system capable of obtaining information about status of wind turbine itself and weather situation on the periphery thereof. <P>SOLUTION: The offshore wind turbine generation system configured to drive a power generation mechanism to generate electric power by the rotation of a rotor head mounting a wind turbine blade, is equipped with a monitoring apparatus 10 for monitoring the wind turbine generation system itself and the situation on the periphery thereof. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,Y02E  10/721; F03D   9/00; Y02E  10/725; F03D   1/06; F03D  11/00
57275857,JP20080538917,NULL,NULL,2006,Y02E  10/721; Y02P  70/523; B63H   1/265; Y10S 416/06; F05B2250/25; Y10S 415/908; F03D   1/0608; F03D  11/00; Y10S 416/02; F05B2210/16; F03D   1/06
57282831,CN200680054360,Aeolian system comprising power wing profiles and process for producing electric energy,"An aeolian system is described for converting energ comprising at least one power wing profile (30) which can be driven from the ground immersed in at least one aeolian current (W) and a basic platform (1) for controlling the wing profile (30) and generating electric energy placed at ground level and connected through two ropes (2) to the power wing profile (30), such basic platform (1) being adapted to drive the wing profile (30) and to generate electric energy, such two ropes (2) being adapted to transmit forces from and to the wing profile (30) and to be used both for controlling a flight trajectory of the wing profile (30) and for generating energy. A process is further described for producing electric energy through such aeolian system.",2006,B63H   9/072; F05B2240/921; Y02E  10/70; F03D   5/06; B63H   9/069; F03D   5/00
57292732,US20060921520,Floating wind turbine installation,"A method for coordinating a floating wind turbine installation. The wind turbine installation includes a buoyant body (1), a tower (2) arranged over the buoyant body, a generator (3) mounted on the tower which is rotatable in relation to the wind direction and fitted with a wind rotor (4), and an anchor line arrangement (5) connected to anchors or anchor points on the sea bed. Static heeling, ?sómax, at full wind load on the wind turbine is as low as possible, but preferably less than 8 degrees, and all eigenperiods for the installation are outside the waves' period range. The eigenperiod in pitch, T05 (roll, T04), is preferably less than 80% of the T03 eigenperiod in heave. Moreover, the ratio between T03 and T05 is not close to 0.5 or 1.",2006,B63B; E02B2017/0095; B63B  35/44; F03D   1/00; F05B2240/93; B63B  21/50; B63B2035/446; E02B2017/0091; B63B2001/044; B63B   1/048; F03D  13/25; Y02E  10/727
57328055,CN200820081507U,Pure electric water surface fouling and sundries salvage boat,"The utility model relates to a pure electric water surface dirt sundry salvage vessel. A power source is respectively arranged on a solar panel device (6) and a wind power electric generating unit (7) which are arranged at the stern part; a fishing expansion device (14) and a fishing sorter (13) are arranged at the fore; a control room (5) is arranged at the middle part of the ship; a storage battery (9) is connected with a controller (8); a sewage filter (15) is arranged under the solar panel device; and a driving device (3), a driving motor (10) and a gear box (11) are all arranged in an engine chamber at the lower part of the ship body. The utility model overcomes the problem of pollution of the prior oil-burning vessel to lakes and rivers, and has the advantages that the utility model can realize zero-discharge water surface environmental protection operation, can carry out packing and landing treatment on the fished sundries after sorting and filtering, and has immeasurable economic value and social value.",2008,B63H  21/17; B63B  35/32
57328059,CN200820048942U,Floating type wind energy and electrical machinery double-duty ship,"The utility model discloses a dual-purpose ship for float type wind energy electric machinery, which belongs to the technical field of the ships. The dual-purpose ship adopts the technical proposal that a float type ship body is included, two sets of wind power impeller assemblies are arranged on the ship body, and the impeller shafts of the two sets of the wind power impeller assemblies are connected with two clutch boxes respectively through two groups of first transmission mechanisms; the two clutch boxes are connected with the first power input shaft of a main gear-box respectively through two first transmission axles, the first power output shaft of the main gear-box is connected with an electric generator, the second power input shaft of the main gear-box is connected with an electric motor, and the second power output shaft of the main gear-box is respectively connected with the two clutch boxes through two second transmission axles; the two clutch boxes are respectively interlocked with two propellers respectively through two groups of second transmission mechanisms; and an accumulator battery for storing the electric energy of the electric generator is arranged on the ship body. The utility model has the advantages of wide application range and convenient use, and is used for the water transportation.",2008,B63H  13/00; Y02T  70/58; F03D   9/32; Y02E  10/72
57328595,CN200820127750U,Buoyance type wind power generation plant,"The utility model relates to a buoyancy-type wind power generation device, which comprises a floating plate, a frame and two or more wind power generation modules, wherein the frame is connected with the floating plate; the wind power generation modules are respectively arranged in and connected with the frame to form a wind power generation wall; and the wind power generation module includes a wind cover, impellers arranged in the wind cover and a motor connected with the impellers. Accordingly, the buoyancy-type wind power generation device can achieve optimal power generation effect and greatly reduce the setup cost.",2008,Y02P  90/50; F03D   9/11; Y02E  10/72; F03D   9/25; F03D  13/20
57328596,CN200820126404U,Anchor ring for wind power generator,"The utility model relates to a wind power generator fitting, in particular to an anchor ring of a wind power generator. The anchor ring comprises at least three arc-shaped anchor ring modules connected with each other through a connection plate. Compared with the prior art, the anchor ring of the wind power generator has the advantages of reasonable design, simple structure, convenient detachment, low manufacture cost and the like.",2008,Y02E  10/722; F03D  80/00; Y02P  70/523
57357734,GB20090005144,Floating platform,"A stable deep water floating platform for floating in a body of water comprises a semi-submersible hull 6 defining a substantially streamlined body with opposing narrowed end portions and a passive stabilising arrangement. The stabilising arrangement comprises an anti-pitching element 2 and 2' comprising a substantially planar body defining a first plane and coupled to the hull; an anti-rolling element 3 and 3' comprising a substantially planar body defining a second plane, the anti-rolling element being coupled to the hull such that the first and second planes are substantially perpendicular to one another; and an anti-heave element 1 comprising a substantially planar body defining a third plane, the anti-heave element being coupled to the hull such that the third plane is substantially perpendicular to the first and second planes. During use, the floating platform sits beneath the water surface with the stabilising arrangement located beneath the hull such that the shape and orientation of the anti-pitching, anti-rolling and anti-heave elements dampen the loads acting on the platform. The streamlined shape of the hull minimises the destabilising impact of the wave action on the floating platform.",2009,B63B2035/446; F03D  11/04; F05B2240/95; F03D  13/20; F03D  13/25; Y02E  10/727; B63B  35/44; F03D  13/22; F05B2240/93
57362243,US20070986240,Fluid-dynamic renewable energy harvesting system,"The invention provides a fluid-dynamic renewable energy harvesting system which includes fluid-foil means for interfacing with a fluid current such as a water current or wind or both, and which includes energy harvesting means utilizing fluid current driven periodic motion of the fluid-foil means for capturing fluid-dynamic renewable energy and converting it into usable energy in a desired form such as electricity. The invention provides devices, methods and systems for harvesting renewable energy for small-scale, medium-scale and large-scale applications, to provide real and substantial benefits towards efficiently fulfilling energy needs while also more broadly serving humanity and our global environment. The various embodiments of the invention provide energy with zero consumption of fossil fuels and zero emissions of greenhouse gases, and some selectively sited embodiments can beneficially counter global warming induced ice melting.",2007,F03D   9/00; H02P   9/04; Y02E  10/70; F03B  13/10; F03B  13/264; F05B2240/932; F05B2240/95; F03B  13/00; F05B2240/311; F05B2240/40; F05B2240/93; Y02E  10/28; F03D   5/02; E02B2017/0091; Y02E  10/721
57364252,US20060884320,Device for maintaining a hydraulic turbomachine,"A device for holding a hydraulic turbomachine in position, the turbomachine comprising a drive shaft along which are distributed turbines designed to rotate the drive shaft when they are immersed in a moving liquid, each turbine comprising drive blades distributed around the drive shaft, the device comprising at least one post extending along at least more than half of the length of the drive shaft and formed of the stacking of at least two post portions, each post portion being associated with a turbine or with an assembly of adjacent turbines; and a first linking mechanism attached to one of the post portions and to a bearing receiving the drive shaft and arranged between two adjacent turbines; and a second linking mechanism connecting at least one of the posts to the around by a rigid connection with respect to the ground along at least one axis parallel to the liquid motion direction.",2006,Y02E  10/28; F03D   7/00; B63B   1/28; F01D  11/00; F05B2240/40; F03B  11/00; F03B  15/00; F05B2250/501; B63H   5/08; F05B2240/13; F05B2240/97; F05B2250/315; F03B  17/063; F03D   7/02; F05B2240/91; F03D   7/06
57364254,US20090357891,Wind turbine blade load sensor,A wind turbine rotor blade root load sensor includes an insert secured within a root portion of a wind turbine rotor blade and including an internal bore. The sensor also includes a carrier member fixedly connected to the internal bore of the insert so that loads can be transmitted therebetween. The sensor further includes a sensing element supported by the carrier member within the internal bore of the insert. The sensing element is positioned to detect loads applied to the wind turbine rotor blade and transferred through the insert and the carrier member.,2009,F03D  11/04; F03D  17/00; F03D  80/00; F05B2260/80; F03D  11/00; F05B2270/808; G01L   1/20; G01L   5/0004; Y02E  10/721; B63H   1/26; F03D   1/0658; F03D   1/065; G01L   1/18; G01L   1/22; G01L   5/00; F03D   7/00
57364256,US20060992962,Wind power plant with lightning protection arrangement,A wind power plant (1) having a lightning protection arrangement comprises a plurality of blades (2) extending radially outwards from a hub (3) and together with said hub forming the rotor. An electrically conductive lightning protection means (4) is arranged between two adjacent blades (2).,2006,Y02E  10/721; H02G  13/00; F03D  11/00; F04D  29/38; B63H   3/00; F03D  80/30; H02G  13/80
57366351,US20070942576,Supervisory control and data acquisition system for energy extracting vessel navigation,"A Supervisory Control And Data Acquisition (SCADA) system guides navigation of a vessel enabled to extract energy from wind and/or water currents primarily in offshore marine environments. An exemplary SCADA system could embody server and client software applications running on microprocessor systems at a remote control central service logging and energy distribution facility, and the vessel itself. The remote control service facility runs Human Machine Interface (HMI) software in the form of a Graphical User Interface (GUI) allowing choices to maximize system performance. The central server accesses information to control vessel position based on transmitted Global Position Satellite (GPS) data from the vessel, and weather information from the Geographic Information System (GIS) provided by multiple spatial temporal data sources. A server-side optimization algorithm fed the parameters delivered from vessel aerodynamic/hydrodynamic performance simulation software models, the vessel onboard sensor data, and integrated real-time weather and environmental data determines an optimal navigation through weather systems and presents choices to the HMI.",2007,B63J  99/00; F03B  17/06; F03D   7/042; F05B2240/932; H02P   9/00; Y02E  10/38; F03D  17/00; F05B2270/8041; G05D   1/10; G08G   3/00; Y02T  70/74; F05B2240/97; G01S   5/00; G05D   1/00; F05B2270/806; G01C  21/10; Y02E  10/28; B63B  79/00; Y02E  10/723
57374605,CN200820150929U,Pulling crane,"The utility model relates to a floating crane that can realize the fast field installation of floating wind power equipment. The floating crane comprises a crane and an anchor device, wherein the crane includes a ship hull for placing a lifted heavy weight, a crane main body connected with the ship hull, and an elevating gear arranged on the crane main body. The elevating gear is provided with an elevator boom that has a gripper connected with a level driving cylinder horizontally arranged on the elevator boom. The gripper is formed by hinging a palm and a claw. The claw is connected with an open-closed hydraulic cylinder. And the anchor device consists of at least three columns and each column perforates through the ship hull. The part where the column perforates through the ship hull is provided with the guiding equipment assembled by a plurality of side roller wheels. Each column is connected with the column elevating gear to raise the ship hull onto the water surface. The floating crane is capable of tightly grabbing the whole floating wind power equipment for vertical movement, extending and retracting, obliquely rotating, whirl movement, and the like, and realizes fast, accurate and stable installation based on a good advance preparation.",2008,B66C  23/52; B63B  27/16
57377259,ZA20060006822,Additional drive system by deverting a fluid flow,NULL,2006,F03D; B63H; B63H   9/02; Y02T  70/58; F03D   3/00
57393382,CA20072660771,METHOD FOR THE DAMPING OF TOWER OSCILLATIONS IN WIND POWER INSTALLATIONS,"A method for controlling a wind turbine installation for the damping tower oscillations, in particular a buoyant wind turbine installation comprising a buoyant body, a tower arranged over the buoyant body, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower oscillations are damped by the control with the blade angle controller in the constant power or RPM range of the wind turbine being performed by the rotor velocity (which is the input to the blade angle controller) being estimated in an estimator for the wind turbine. The input to the wind turbine estimator is the estimated incoming wind, so that the tower movements are not visible to the blade angle controller. Negative damping is thus not introduced into the system and the tower oscillations will be expediently damped, while there is also less variation in blade angle, thrust on the rotor and power supplied.",2007,F05B2260/80; Y02E  10/723; F05B2240/93; F05B2260/96; F03D   7/0224; F03D   7/02
57401333,JP20070258552,FLOATING DEVICE FOR WIND-POWER GENERATION,"<P>PROBLEM TO BE SOLVED: To ensure stability of a power generation wind turbine to be mounted and recoverability with respect to inclination and reduce construction costs. <P>SOLUTION: A floating device comprises a columnar main floater 20 erectly provided in a posture that an axis is directed vertically, and mounts the power generation wind turbine 12 on an upper end part of the main floater 20 for arranging the power generation wind turbine 12 on the ocean by buoyancy of the main floater 20. A plurality of foundation members 30 is provided around the main floater 20 in a manner of being connected to a lower end part of the main floater 20 and a mooring floater 70 constructed to have a mooring line 71 and a float member 72 is tiltably supported on an upper end part of each foundation member 30. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2007,B63B   1/107; B63B  43/14; F03D  13/25; F05B2240/93; Y02E  10/727; Y02E  10/725; B63B2001/128; B63B2035/446; F03D   1/00; B63B  35/44; B63B   1/125; F03D   9/00
57423563,EP20080852238,POWER TRANSMITTING SYSTEM THROUGH CABLES FOR AIRBORNE WIND-TYPE POWER GENERATION AND SAIL WINCH-DRIVING APPLICATIONS,NULL,2008,B63H   9/10; F16H  55/36; Y02E  10/725; F03D  11/02; F03D  15/00; F03D  15/10; B66D   1/7415; F03D   9/25; F03D  13/20; F16H  55/38
57424821,ZA20060005969,The use of intersecting vane machines in combination with wind turbines,NULL,2006,F03D   9/17; F03D   9/007; Y02P  70/523; B63H   1/06; F01K; F03D   9/25; F03D   9/28; Y02E  60/15; F03D   9/02; Y02P  90/50; F05B2210/16; Y02E  10/72
57430747,US20070946119,Power backup system for offshore wind generators,"The inventions concerns a cable comprising a cable jacket and at least two medium voltage wires disposed within the cable jacket for transporting medium voltage current and at least two low voltage wires disposed within the cable jacket for transporting a low voltage current. Further, it concerns a wind turbine having a generator for generating electricity, wherein the generator being electrically connected to at least two medium voltage wires for feeding the generated electricity into a grid, the wind turbine having further a low voltage network for providing low voltage power to low voltage consumers, the low voltage network being electrically connected to a low voltage cable, wherein the low voltage cable and the medium voltage wires are accommodated in a common cable jacket. Finally it concerns a wind park comprising at least two wind turbines, each of the wind turbines having a generator for generating electricity, wherein the generator being electrically connected to at least two medium voltage wires for feeding generated medium voltage current to a grid, the wind turbines having further a low voltage network for providing low voltage power to low voltage consumers of the wind turbine, the low voltage network being electrically connected to a low voltage cable, wherein the low voltage cable and the medium voltage wires are accommodated in a common cable jacket.",2007,F03D   9/00; F03D   9/257; H02J  11/00; Y02B  10/72; H01B   7/14; H02J   9/00; H02J   3/386; Y02E  10/763; Y10T 307/636; F03D  80/00; Y02E  10/766; H02J   9/08; H02P   9/04; Y02E  10/725; H01B   7/00; H01B   9/005
57432484,US20080289746,Turbine blade,A blade arrangement (22) comprises an aerofoil (26) and a mounting support (28) to mount the blade arrangement to a disc. The aerofoil (26) is supported on the mounting support (28). The aerofoil (26) comprises a plurality of elongate aerofoil portions (34) arranged adjacent one another to provide the aerofoil.,2008,F03B   3/12; B63H   5/00; B64C  11/04; F04D  29/324; F04D  29/34; B63H   1/20; B63H  13/00; F04D  29/322; B63H   7/02; B63H  15/00; B64C  11/16; F01D   5/14; B64C  27/48; F01D   5/30; F04D  29/388; B63H   1/26; B64C  27/46; F03D  11/00; F04D  29/38
57486677,US20070947865,Wind energy system having an insect sensor,"The invention relates to wind energy systems. A wind energy system is provided having an insect sensor. The insect sensor is adapted for measuring the insect density in the air. Further, a method for operating a wind energy system taking into account the insect density in the air is provided. The wind energy system is curtailed during times with a high insect density. Hence, in periods following times with a high insect density, the wind energy system can be operated without the aero-dynamical performance of the rotor blades being spoiled by smashed insects.",2007,F05B2270/80; G08B  23/00; A01M   1/20; B63H   1/00; H02P   9/00; F05B2270/32; Y02E  10/723; A01K  15/02; B64C  11/00; F03D   7/042; F03D  17/00; G05D   3/12
57487989,US20080156941,Rotor for centrifugal compressor,"The present disclosure provides an improved rotor of a centrifugal compressor. The rotor includes a blade arrangement and geometry that increase the overall efficiency of the rotor. In particular, blades within the rotor are curved and inclined in a manner that improves the overall efficiency of the rotor. The present disclosure also provides a method of manufacturing the improved rotor.",2008,B63H   1/16; F03D  11/00; F04D  29/284; F04D  29/38; B64C  11/00; B64C  27/20; F01D   5/22; F04D  29/30
57492210,EP20090006677,Signal device for offshore wind park,"The offshore wind park has a wind energy plant (1) for producing electrical current from wind, and has actuated warning devices (4,5,7,8). A visual range measuring device (21) is provided for detecting the visual range. An activation signal is provided at two acoustic warning devices applied after detecting the visual range below the visual range limit value by the visual range measuring device. An independent claim is included for a method for controlling the two actuated warning devices in an offshore wind park.",2009,F05B2240/96; F03D  80/10; F03D  80/00; F05B2270/404; F03D   9/00; Y02E  10/72; F03D  11/00
57509879,KR20070079449,"HYBRID GENERATION AND CONTROL SYSTEM FOR BUOY USING SOLAR LIGHT, WIND AND WAVE ENERGY","Hybrid power generation for the light float and the management system using sunlight, the wind force and wave activated power are provided that the lifetime of the light float is extended. Hybrid power generation for the light float and the management system using sunlight, the wind force and wave activated power comprise a flotation part(101) in which the lighthouse(102) guiding the route of the ship to the top is equipped, a sinker part(103) maintaining the passive state, a solar energy generating apparatus(110) installed at flotation part, a wind power installation(120), a wave power generator(130) installed between the flotation part and the sinker part, a hybrid generation controller(140) which accumulates the electricity of being produced with the power generation device and integrating and regulates and controlled to one electricity, a remote monitoring apparatus for supervising the light buoy based on the monitoring information via the communications network.",2007,B63B  45/02; B63B  22/00; B63B  22/06; B63B  45/00
57512325,KR20070082050,"Pile with ecology space of breeding fish, shellfish and algae, and sea structure having the pile","A pillar having a habitat space of fishes and shellfishes is provided to improve the habitat environment of fishes and shellfishes, and a marine structure having the same is provided to use individually or assembling an artificial fish reef, a wave power generation device, a solar power generation system, a light tower, a tidal current power generation device or plate, etc. for construction. A pillar(110) having a habitat space of fishes and shellfishes utilizes an inside space in the partial section as a habitat space where fishes and shellfishes live in by sealing up the top and the bottom of a partial section(112) of a steel pipe(111) respectively using a sealing plate(113) and forming a connection hole(114) on many spots of the partial section, wherein the connection hole is located to be slanted to the lower part from the longitudinal center of the partial section.",2007,E02B  17/00; Y02A  40/81; E02B2017/0043; Y02E  10/38; A01K  61/70; E02B   3/04; E02B2017/0091; Y02P  60/64; Y02E  10/40; Y02E  10/70; A01K  61/00; E02B   3/00; E02B   3/046; Y02E  10/28
57543892,KR20070094145,Sea floating wind turbine apparatus for generating electricity with a widely distributed floating structure,"A sea floating wind generating apparatus with a widely distributed floating structure is provided to support a wind-driven electric plant from wind and waves of sea by effectively supporting a post of a windmill with a floating structure. A sea floating wind generating apparatus with a widely distributed floating structure comprises: a fan-driven generator(10) including a post(11), and a generator housing(13) and a plurality of vanes(12); an outer distributed floating structure(30) composed of an outer frame(33) formed around the post and internal support members extended to the post from the outer frame; a plurality of floating members(32) combined in the outer distributed floating structure; and a plurality of ropes(31,35) connecting the outer distributed floating structure and the post.",2007,Y02E  10/72; F03D  13/25; F05B2240/93; F03D   1/00; F03D  11/04; B63B  35/44; B63B2035/446
57569326,CN200810108329,Automatic control three-function movable paddle type wind turbine,"The invention discloses a self-controlled three-function paddle-movable type wind turbine. The paddle-movable type wind turbine belongs to the field of Eco-energy friendly technology, and falls into four series according to the diameter of the wind propeller. All of the four series can start a water pump with light breeze, can drive 220-voltage generator with soft breeze and can drive a grid-connected generator when strong breeze upgrades. Three blades of wind propellers of the wind turbine with three-grade acceleration can make a 10 to 80 degree axial deflection, can start the wind turbine under the action of light breeze, can realize feathering with strong breeze, change flexibly with a spring restraining rack provided with a shock eliminating spring and a sound absorbing film at tail part. Alternate or simultaneous water pumping and power generating are performed through automatic control of a clutch by a water floating ball which is arranged in a reservoir and lifts automatically along the water surface fluctuation, and the grid-connected generator or a working belt pulley is controlled by a diffuse swing on a magnetic clutch automatically along the wind power. The wind turbine is suitable to be used independently in various areas. A plurality of wind turbines assembled side by side can achieve remarkable use effect. The adopted wind and water synthesis energy-storing method is that the seriously lost bio-water is poured into the ground water zone with a draining pipe through a distributive three-function water-turbine vacuum pump to filter, store and generate power; and combining with the wind turbine to take water and store water in a ground pond to complement with circulating generation, the adopted wind and water synthesis energy-storing method can be correspondingly and directly used for breeding, cultivation, and protection against drought.",2008,F03D   9/25; F03D   9/28; Y02E  10/723; Y02E  10/725; F03D   7/00
57583654,EP20090161632,System and method for transporting wind turbine tower sections on a shipping vessel,"A system for transporting wind turbine tower sections (124) on a shipping vessel, the shipping vessel has a plurality of locking components (142, 242, 342, 442) thereon. The system includes a support member (132) securable to a wind turbine tower section, the support member having at least two locking components. The system includes a mounting member (130) having a first set of locking components located on the mounting member that releasably connects with locking components of the shipping vessel to releasably secure the mounting member on the shipping vessel, and a second set of locking components located on the mounting member separate from the first set of locking components. The support member locking components are capable of releasable connection with the second set of locking components of the mounting member to releasably secure the wind turbine tower section to the mounting member.",2009,F03D  13/40; B63B  25/28; B63B  35/003; Y02E  10/727; F05B2260/30; B63B  35/00; F03D   1/00
57586588,AU20090100359,Floating type wind power generation apparatus,NULL,2009,F03D   1/02; F03D   1/04; Y02E  10/725; F05B2240/40; F03D  13/20; F03D  13/25; F03D  11/04; Y02E  10/727; F03D   9/32; F05B2240/931; F05B2240/932; F03D   1/00; F03D   9/25; B63B  35/44; F05B2240/93
57593596,US20070952073,Apparatus and method for reducing asymmetric rotor loads in wind turbines during shutdown,"An apparatus and method for reducing asymmetric rotor load in a wind turbine includes calculating a time delay for pitching each blade toward feather upon initiation of a shutdown condition. The blades with the larger blade angle begin moving toward feather with an initial pitch rate, while the blade with the smallest blade angle begins moving toward feather with a final pitch rate. Once all the blades have reached approximately an identical blade angle, the blades move simultaneously together to feather at the final pitch rate. By introducing the time delay for pitching the blades having higher blade angles at the final pitch rate, a simple, time-based correction of initial conditions during shutdown reduces the extreme loads on turbine components.",2007,B63H   3/00; F03D   7/0224; F03D   7/043; F03D   9/00; Y02E  10/723; F03D   7/00; F03D   7/024; F03D  11/00; F05B2270/328; F03D   7/04; F03D   7/0264
57593614,US20080315568,Wind turbine rotor assembly,A rotor assembly for a wind turbine including at least one blade adapted to automatically adjust its shape as a function of rotational speed to create an efficient fluid dynamic profile over a wide range of wind conditions and rotational speeds. The rotor assembly includes at least one blade configured to respond to rotation induced forces to automatically bend in a manner to optimize its wind profile.,2008,B63H   1/06; B64C  11/12; Y02E  10/723; B63H   3/008; B64C  11/28; B64C  27/50; F03D   1/06; F03D   7/0224; B63H   5/125; F05B2260/70; Y02E  10/721; F01D   5/00; F03D   1/0608; F05B2260/78; F05B2270/402
57607686,CN200820090859U,Plate turnover type wind power generator,"The utility model relates to a turnover type wind power generator which comprises a strut support, a wind shielding board vertical shaft, a wind shielding board, a lever frame, a cross-shaped upper cross beam, a rotor vertical shaft, a pressure plunger, a canting pull gut thread, a speed-increasing box, an electric generator, a cross-shaped middle cross-beam upright column, a cement base, a cross-shaped lower cross beam and a ground anchor lacing wire. The cross-shaped upper cross beam is installed at the upper end of the strut support, the cross-shaped lower cross beam is installed at the middle end of the strut support, the upper end of the rotor vertical shaft is connected with the cross-shaped upper cross beam, the lower end of the rotor vertical shaft is connected with the electric generator, the lever frame is installed on the rotor vertical shaft, the wind shielding board is installed on the lever frame, and the wind shielding board vertical shaft and the pressure plunger are arranged on the lever frame. The utility model has the advantages of reasonable structural design of the products, large wind shield area, more than 5 mm shielded wind power and high utilization ratio of the wind energy; and the utility model can synchronously rotate with the wind direction with 360-degree variation within one second, can prevent the damaging storms, and has low construction cost and high generated energy.",2008,F03D   9/25; Y02E  10/74; F03D   3/06
57607689,CN200820148117U,Wind power hydropower generator,"The utility model relates to a wind power and hydraulic power generator which is characterized in that a buoyancy lifting drum is sleeved between a driven drum of a wind power generator and an upright column, the driven drum is connected with the buoyancy lifting drum, and the wind power and hydraulic power generator can be arranged above the driven drum, and can be installed in the water area of a river channel. Not only the wind power and the hydraulic power of the river channel can be utilized, but also the adverse wind can be avoided, the degree of the windward board to the water can be adjusted, the windward board can sufficiently and normally run, and the wind power and hydraulic power generator can generate electricity.",2008,F03D   9/25; F03D   3/06; F03D  13/25; Y02E  10/727; Y02E  10/74
57612150,CN200710171401,Rotary mechanism for wheel hub cover,"The present invention discloses a revolving gear used on wheel hub cover which can make the wheel hub cover rotate, and comprises a wheel hub cover component, a wheel hub cover support fixed on a nave, a anchor ear holding the wheel hub cover support and fixed with the wheel hub cover component, and a fastening device fixing the anchor ear and open, close wheel hub cover component. The present invention is provided with simple structure, strong practicability, low cost secure and convenient, and can open the wheel hub cover door at any location which suits different opening location to different people.",2007,F03D  80/00; Y02E  10/722
57618152,CN200820134737U,Power generating plant on sea,"The utility model relates to a marine power station. A circular tall tower frame is fixed by using the seafloor as a base; the tower frame is higher than the sea level; the part of the tower frame arranged below the sea level is provided with a plurality of cylindrical power generation nets; each lattice of the power generation nets is formed by connecting and circling a permanent magnetic plate and an electromagnetic plate and two current-conducting plates; wherein, the permanent magnetic plate and the electromagnetic plate are corresponding to each other on the top and bottom, the two current-conducting plates are corresponding to each other on the left and right; when seawater rushes through the lattices, magnetic lines of force are cut for power generation, and sea wave or sea flow power in all directions can be captured by the power generation nets; the part arranged above the sea level is provided with cylindrical wind power generators capable of capturing wind power in all directions; a plurality of wind power generators with a proper size are arranged on cylinders; solar panels are arranged on the top of the tower frame; and ocean thermal energy conversion equipment, control chambers, equipment and instrument chambers and the like are arranged on a bedplate arranged in the tower frame. The marine power station realizes the density supraposition of wave power, sea flow power, ocean thermal gradients power, wind power and solar power, greatly improves the electric energy production per unit area, correspondingly reduces the construction cost and the operation cost, improves the power generation efficiency, and has the advantage of environmental protection.",2008,Y02E  10/38; F03B  13/14; Y02E  10/725; Y02E  10/34
57625696,CN200810179637,Power backup system for offshore wind generators,"The present invention concerns a power backup system for offshore wind generators, in particular relates to a cable comprising a cable jacket and at least two medium voltage wires disposed within the cable jacket for transporting medium voltage current and at least two low voltage wires disposed within the cable jacket for transporting a low voltage current. Further, the present invention concerns a wind turbine having a generator for generating electricity, wherein the generator being electrically connected to at least two medium voltage wires for feeding the generated electricity into a grid, the wind turbine having further a low voltage network for providing low voltage power to low voltage consumers, the low voltage network being electrically connected to a low voltage cable, wherein the low voltage cable and the medium voltage wires are accommodated in a common cable jacket. Finally the present invention concerns a wind park comprising at least two wind turbines.",2008,F03D  80/00; Y02E  10/766; H01B   9/005; H02J   3/386; Y02E  10/763; H02B   1/20; Y02B  10/72; F03D   9/257; H02J   9/08; H01B   7/00; H01B   7/14; H02J  11/00; Y10T 307/636; H01B   9/00; Y02E  10/725
57682598,KR20070107226,Floating multi wind-turbine,"A floating multi wind turbine is provided to minimize the influence of the turbulence generated between wind turbines by making the length of one wind turbine tower different from the length of other wind turbine tower. A floating multi wind turbine comprises a plurality of wind turbines(100A,100B) which are installed at one floating support(200). The length of one wind turbine tower(110A) is set up different from the length of other wind turbine tower(110B) within the range that the floating support maintains the balance. It is prevented that the turbulence which is generated in one wind turbine interferes other wind turbine.",2007,B63B  35/44; Y02P  70/523; B63B2035/446; Y02E  10/72; F03D   1/02; F03D  11/04; F03D   7/0204; F03D  13/25; F05B2240/93
57696972,GB20090006713,A combined energy production and energy storage system,"A system incorporates wind, wave and tide powered water pumps to supply water to an array of interconnected vertical cylinders or silos. The water provided by these sources is stored in the cylinders until needed and is then used to drive a turbine and generator, which may be contained within a similar vertical cylinder. The cylinders may be arranged on a very large scale so that the structure has dimensions comparable to a small island, and may present a contoured upper surface to assist wind flow over the structure. The base of the cylinders may have openings to minimise restriction to water flow under the structure. The cylinders may be constructed in sections for ease of dismantling for repair or maintenance. The cylinders may further be connected to pumps that are located remotely (iii).",2009,F05B2240/40; Y02E  10/38; F03D   9/14; F03D   9/008; F03D  13/25; F05B2240/93; Y02E  10/28; Y02E  60/17; F05B2260/406; Y02E  10/727; F03D   9/00; F03B  13/06; F03B  13/12; F03B  13/264; F03D   9/02; F03B  13/22
57712370,DE20081003647,"Schwimmendes Gr¸ndungstragwerk mit Auftriebskomponenten, in aufgelˆster Bauweise","Das erfindungsgem‰fle schwimmende Gr¸ndungstragwerk f¸r Offshore-Bauwerke weist mehrere Auftriebskˆrper auf, die auflen an einem Stabtragwerk angeordnet sind, das seinerseits ¸ber Seile (8, 9, 10) mit Ballastkˆrpern verbunden ist. Dieses Konzept ergibt eine einfache Bauweise und niedrige Baukosten.",2008,B63B  21/00; B63B  21/502; F03D  13/22; B63B   3/14; B63B2231/04; E02B  17/0004; B63B2001/128; B63B2035/446; B63B2231/52; F05B2240/95; B63B2231/64; F03D  13/25; B63B  21/29; Y02E  10/727; B63B   1/107; B63B   5/14; B63B  35/44; E02B2017/0091; F05B2240/93
57724947,US20070096656,Multi-blade fan,"A multi-blade fan including a spirally-shaped casing having an inlet and an outlet; an electric motor disposed inside the casing; a main plate provided perpendicular to a rotation axis of the electric motor and having a ventilation hole; first blades disposed at a side of the inlet of the main plate; and second blades disposed at an opposite side of the inlet of the main plate. Herein, a diameter of the main plate is smaller than an outer diameter of the first and second blades and is larger than an inner diameter of them. Furthermore, an outlet angle of any one or both of the first blade and the second blade is sequentially changed in an axis direction.",2007,B63H   1/16; F01D   5/14; B63H   5/02; F03D   7/02; F04D  29/30; F04D  29/54; F04D  29/666; F04D  29/44; B63H   1/26; B64C  11/00; F04D  29/282
57752668,EP20080753768,WIND TURBINE PARK,NULL,2008,F03D   9/255; F05B2270/1041; Y02E  10/763; F03D   9/257; H02J   3/386; Y02P  80/11; F05B2240/96; H02J   3/38; Y02E  60/60; F05B2240/95; Y02E  10/725; F03D   9/00; F03D  13/25; F05B2220/70644; H02J   3/36; Y02E  10/727
57754172,EP20080864798,METHOD AND SYSTEM FOR CONTROLLING WIND POWER PLANTS,NULL,2008,F03D   7/04; F05B2220/70644; F03D   9/257; H02J   3/386; Y02P  80/11; F05B2240/95; Y02E  60/60; F05B2240/96; H02J   3/36; F03D   9/00; Y02E  10/725; F03D   9/255; F05B2270/1041; Y02E  10/763; F03D  13/25; H02J   3/38; Y02E  10/727
57755316,EP20090007526,Self-propelled heavy-load module transport vehicle for lifting and upright transporting of a tower of a wind energy assembly,"The vehicle (100) has an axial compensator for hydraulic height adjustment of a loading area. A transport frame is fastened on the loading area in a positive-fit manner for upright transportation of a tower pole (200) of a tower (210) of an offshore wind energy plant. The transport frame exhibits a fastening unit for releasable and positive fastening of the tower pole to the transport frame, where the fastening unit exhibits a bracket (190). An independent claim is also included for a method for lifting and upright transporting a tower of a wind energy plant i.e. off-shore wind energy plant.",2009,F03D   1/00; Y02E  10/72; B60P   3/40; F03D  13/40
57761625,US20090367994,Water turbine system and method of operation,"A system for providing electrical power from a current turbine is provided. The system includes a floatation device and a mooring. A water turbine structure is provided having an upper and lower portion wherein the lower portion includes a water fillable chamber. A plurality of cables are used to couple the system where a first cable couples the water turbine to the mooring and a second cable couples the floatation device to the first cable. The system is arranged to allow the turbine structure to be deployed and retrieved for service, repair, maintenance and redeployment.",2009,F05B2230/80; F05B2240/914; F05B2240/93; H02P   9/00; Y02E  10/28; Y02P  70/527; F03B  13/10; F03B  17/061; Y02E  10/725; F05B2240/97; F03D   9/00; F05B2240/917; H02P   9/04
57763918,US20080318396,Utilization of renewable energy sources with a passively savonius rotor (PVSR),"A Savonius Rotor may use the flow of wind or the flow of water from undersea current or tidal movement. The Savonius Rotor is passively vented and has a base support ring, and a space frame support structure supported on the base support ring. The space frame has building block cube elements which facilitate the ease of on-site assembly and erection. The space frame support structure supports sails and louvered panel assemblies for each of the cube elements. The louvered panel assemblies close passively when facing into the wind or ocean flow and open passively when moving into the wind or ocean flow. A distributed gearbox including planetary power takeoff assemblies located on the perimeter of the base support ring is provided for transfer of the extracted wind or ocean flow through the planetary power takeoff assemblies at points arrayed about the perimeter of the base ring.",2008,F03B  15/06; Y02E  10/74; Y02E  10/70; F03D   5/04; F03D   3/06; F05B2240/213; F03D   3/062; Y02B  10/30
57763936,US20060158462,Impeller for a pump unit and associated pump unit,"An impeller is provided for a pump unit, in particular for a waste water pump unit, having two cover plates (2, 4), which are spaced apart from one another in the axial direction (X) and are connected to one another by at least one connecting element (8). The impeller has at least one blade (12, 14) which is arranged between the two cover plates (2, 4) and extends from an inner diameter of the impeller to an outer diameter of the impeller. The blade (12, 14) has a continuous slot (16), which extends from the edge (22, 24) of the blade (12, 14) which is situated at the inner diameter to the edge (26, 28) of the blade (12, 14) which is situated at the outer diameter. A pump unit is also provided having an impeller of this type.",2006,B64C  11/00; F03D  11/00; F04D  29/2288; F01D   1/02; B64C  27/20; B63H   1/16; F01D   5/22; F04D  29/24
57763942,US20070964196,Magnetostrictive measurement of tensile stress in foundations,"A foundation for supporting a structure is provided. The foundation includes a foundation body, at least one anchor bolt connecting a lower anchor plate and the structure, a magnetostrictive load measuring sensor for measuring loads on the at least one anchor bolt, the magnetostrictive load measuring sensor being positioned within the foundation body.",2007,E02D  27/32; E02D  33/00; F03D  11/04; G01M   5/0091; F03D   1/00; G01M   5/00; G01L   1/12; G01L   5/0004; G01M   5/0041; F03D  11/00
57786207,NO20070005934,Flytende vindkraftanordning,"Den foreliggende oppfinnelsen vedr¯rer en flytende vindkraftanordning med en flyteenhet (5) og minst tre rotorer (1, 4) opplagret i rotorhus (10), plassert p separate tÂrn (2, 3) med en langsgÂende senterakse. TÂrnene er innfestet i flyteenheten (5) og rotorhusene (10), og flyteenheten (5) kan dreie for  rette rotorene (1, 4) i forhold til vinden. Minst Èn rotor er en nedvindsrotor (4), og minst Èn rotor er en oppvindsrotor (1). TÂrnene (2, 3) er plassert i en skr vinkel i forhold til rotorene (1, 4).",2007,B63B2035/446; F03D   9/257; B63B  39/03; B63B   1/107; F03D  11/04; F05B2240/95; Y02E  10/727; E02B2017/0091; F05B2240/93; B63B  21/507; F03D  13/25
57801978,EP20090008035,Foundation for a wind turbine,"The base body has a socket which is passed and countersunk for placing a wind energy plant. The socket is formed as floating tank having cylindrical shape. The accessories, e.g. vertical ladder and a marine guide rod are arranged at an outer lateral area of a shaft (4).",2009,Y02E  10/727; E02B2017/0091; E02D  27/42; F03D  13/22; E02B2017/0065; E02D  27/425; E02D  23/02; E02B2017/0082; F03D   1/00; F05B2240/95; E02D  23/08; E02D  27/52; F05B2250/232
57846881,US20080316053,Apparatus for control of pivoting wing-type sail,"A steerable wing-type sail system for a wind powered craft. The system includes first and second secondary airfoils and that are spaced outwardly to the sides of the plane of the main wing, and that are positioned rearwardly of the trailing edge of the wing. The secondary airfoils are selectively pivotable so as to steer the main wing in one direction or the other. The main wing is also provided with a pivoting flap at its trailing edge, which pivots simultaneously with and in the same direction as the secondary airfoils. The secondary airfoils are carried on elongate horizontal booms mounted near the mid-span height of the main wing. The secondary airfoils pivot about vertical axes at the distal ends of the booms, and are operated by control cables that are retracted and paid out by linear actuators or similar mechanisms. The craft may be multi-hull vessel, such as a catamaran. The control mechanism for the secondary airfoils may operate the airfoils in response to signals received from one or more onboard sensors. The system is suitable for use on an autonomous unmanned surface vessel (AUSV).",2008,B63H   9/06; B63H   9/10; B63B  35/00; B63H   9/04; B63H   9/061
57852538,US20060921710,"Bearing unit for a long rotor blade of a wind power installation, wind power installation comprising one such rotor blade bearing arrangement, and method for operating one such wind power installation","The invention relates to a bearing unit for a long rotor blade, especially a wind power installation, said bearing unit comprising two annular elements that can be rotated in relation to each other and are directly or indirectly connected to the rotor blade hub and to the rotor blade, and at least two running tracks that can be axially staggered in relation to each other and comprise peripheral rolling bodies with an approximately cylindrical shape, i.e. each comprising a lateral surface that is rotationally symmetrical to a rotational axis in a very precise manner. The aim of the invention is to be able to fully absorb the tipping moment caused by the wind pressure on the rotor blade and on the bearing unit, and optionally to absorb other forces and other moments. To this end, two running tracks are arranged between the two connection elements, are axially staggered in relation to each other, and comprise rolling bodies with an approximately cylindrical shape, said rolling bodies being oriented in such a way that the rotational axes thereof intersect the longitudinal axis of the rotor blade in question at an angle of between 30∞ and 90∞. The invention also rates to a wind power installation provided with one such rotor blade bearing arrangement, and to a method for operating one such wind power installation. The at least one rotor blade in question is continuously rotted about the longitudinal axis thereof during the option of the wind power installation.",2006,F03D  11/00; F05B2240/52; F05B2260/4031; F03D   1/0658; F05B2250/314; Y02E  10/722; F05B2250/313; F16C2300/14; Y02E  10/721; F16C  19/381; B63H   1/24; F16C  19/38; F16C2360/31; F03D  80/70; F05B2240/54; Y02E  10/723; F05B2260/71; F16C  33/34; F16C  35/06; F03D   7/0224; F05B2270/109; F05B2270/304
57852540,US20090350302,Variable geometry fan and method for manufacturing the blades thereof,"A fan, particularly for cooling internal combustion engines for earth moving machines, whose blades have an elastically deformable composite structure including at least one shape memory alloy foil adapted to be heated by means of electric current to vary the geometry of the blade.",2009,B64C  11/16; F04D  29/36; F04D  29/38; F03B   7/00; B63H   7/02; F01D   5/14; F04D  29/368; F04D  29/388; B63H   1/26; F03B   3/12; B64C  27/46; Y10T  29/49337; B23P  15/02; F03D  11/02
57867840,CA20082647118,MAGNETOSTRICTIVE MEASUREMENT OF TENSILE STRESS IN FOUNDATIONS,"A foundation for supporting a structure is provided. The foundation includes a foundation body, at least one anchor bolt connecting a lower anchor plate and the structure, a magnetostrictive load measuring sensor for measuring loads on the at least one anchor bolt, the magnetostrictive load measuring sensor being positioned within the foundation body.",2008,G01M   5/0041; F03D  11/00; G01L   5/0004; G01M   5/0091; E02D  33/00; G01L   1/12; G01M   5/00
57870574,EP20090700379,"FLOATING FOUNDATION SUPPORTING FRAMEWORK WITH BUOYANCY COMPONENTS, HAVING AN OPEN-RELIEF DESIGN",NULL,2009,B63B  21/502; Y02E  10/727; B63B  35/44; B63B2231/04; E02B2017/0091; F05B2240/95; B63B   1/107; B63B2001/128; B63B   3/14; B63B2035/446; F03D  13/22; B63B2231/52; E02B  17/0004; B63B2231/64; B63B   5/14; B63B  21/29; F03D  13/25; F05B2240/93
57879082,US20090350357,"Method for determining fatigue load of a wind turbine and for fatigue load control, and wind turbines therefor","A method of determining fatigue load of at least one operative wind turbine, comprising: providing a transfer function that associates an obtained at least one measurement value of a first sensor to an obtained at least one measurement value of a second sensor the at least one measurement value of the first sensor and the at least one measurement value of the second sensor being obtained by use of a reference wind turbine at which the first sensor and the second sensor are located; obtaining at least one measurement value of a third sensor, wherein the third sensor is located at the at least one operative wind turbine, and wherein the third sensor corresponds in type and position to the first sensor at the reference wind turbine; calculating at least one transfer function value corresponding to the obtained at least one measurement value of the third sensor by use of the provided transfer function; calculating the fatigue load of the at least one operative wind turbine based on the calculated transfer function value.",2009,F03D   7/042; F05B2270/808; G01L   1/10; B63H   3/00; F03D   7/00; F03D  17/00; G01L   1/00; F05B2270/332; B64C  27/00; F05B2270/80; G01L   5/00; F05B2270/334; F05B2270/807; Y02E  10/723; B64C  11/00; F03B   7/00; F03D   7/0292; G01L   3/00
57879096,US20090350370,Rotor blade,"Disclosed is a surface of the blade having a cylindrical root portion, an airfoil portion and a transition portion connecting the root portion with the airfoil portion, wherein the blade comprises a shoulder at the border between the transition portion to the airfoil portion, wherein the blade comprises an element which is arranged substantially at the root portion and/or at the transition portion which creates a slot between the element and the surface of the blade.",2009,B64C  27/473; F05B2240/30; B63H   1/28; F03D   1/0675; Y02E  10/721
57914280,AU20070331022,System for performing the automatic control of the flight of kites,"A system (10) is described for performing the automatic control of the flight of at least one kite (11) controlled and driven by cables (13) comprising at least one first actuating motor (12) adapted to exert an unwinding-rewinding action of such cables (13) on respective winches (14a, 14b) and at least one second actuating motor (15) adapted to perform a differential control action of such cables ( 13).",2007,F05B2270/00; B63B  35/79; B63H   9/06; B63H   9/069; B63H   8/16; F03D   5/00; Y02E  10/70
57962635,ES20090000735,PLATAFORMA FLOTANTE PARA LA EXTRACCION DE ENERGIA EOLICA,"Plataforma flotante para la extracciÛn de energÌa eÛlica, que comprende una estructura (S) que constituye el soporte del conjunto (P) formado por una torre de aerogenerador (3), una gÛndola (2) y sus correspondientes palas (1) en donde la estructura de soporte (S) est· formada por una estructura superior (4) que une el conjunto (P) con el tanque flotador (5), que a su vez est· unido mediante una estructura inferior (7) al tanque lastre (8), y en donde dicho tanque lastre (8) est· configurado para controlar el centro de gravedad del conjunto y ajustar la lÌnea de flotaciÛn mediante distribuciÛn de masas.",2009,B63B2035/446; F03D  13/20; F05B2240/97; Y02E  10/727; F03D  13/25; F03D  11/04; B63B  35/44
57977343,EP20090165852,Method for operating a wind farm,The method involves setting the electrical power of the wind park or one or more wind power systems in a range of 0 to 100 per cent of the available power by means of a data processing device connected to at least one wind power system control input. The demanded power is set depending on the total available power of the wind park. The controller of the supply system can set the power output by the wind park. An independent claim is also included for the following: a wind park and a wind power system.,2002,F03D   7/0284; B63H   1/06; F03D   9/00; H02J   3/38; Y02E  10/723; Y02E  10/725; F03D   7/04; Y10T 307/724; F03D   7/02; F03D   7/0272; H02P   9/00; F05B2270/304; F03D   7/048; F03D   9/257; F05B2270/335; H02J   3/386; F03D   7/00; F03D   9/255; F05B2270/1033; F05B2270/337; Y02B  10/30; Y02E  10/763
57977617,US20080290934,Power installation for conversion of energy of water and air streams,"The proposed water-wind combined energy conversion installation comprises a hydro-unit including two lower rotors below the water level furnished with blades providing their rotation in opposite directions around a vertical axe, lower inductors, a wind-unit including two upper rotors above the level furnished with blades providing their rotation in opposite directions around the axe, upper inductors, a base structure including a lower and upper polygon-shaped frames, each including outer rods joined in vertexes, inner rods linking the non-adjacent vertexes joined by internal junctions, a float unit disposed below the reservoir's freezing lever and the level of waves produced by winds, secured substantially to the reservoirs' bottom, a linear tubular tower supported by the float unit, wherein the frames are fixed to the tower through the internal junctions, the lower inductors are fixed to the vertexes of lower frame and the upper inductors are fixed to the vertexes of upper frame.",2008,F03B  13/00; F03D   9/008; Y02E  10/727; F03D   1/02; F05B2240/40; Y02P  80/158; F03D   9/25; F05B2210/18; F03B  13/10; F03D   9/00; F03D  13/25; F05B2240/95; Y02E  10/725
57992226,AU20080258193,Magnetostrictive measurement of tensile stress in foundations,"MAGNETOSTRICTIVE MEASUREMENT OF TENSILE STRESS IN FOUNDATIONS FOR FOREIGN FILING A foundation for supporting a structure is provided. The foundation includes a foundation body, at least one anchor bolt connecting a lower anchor plate and the structure, a magnetostrictive load measuring sensor for measuring loads on the at least one anchor bolt, the magnetostrictive load measuring sensor being positioned within the foundation body.",2008,F03D  11/04; G01M   5/00; E21D  21/02; G01M   5/0091; E04C   5/12; G01L   5/0004; E02D  27/50; G01M   5/0041; E02D  33/00; E04H  12/00
58000715,US20060303186,Method and apparatus for converting marine wave energy by means of a difference in flow resistance form factors into electricity,"The invention relates to a method and apparatus for gradually converting marine wave energy into electricity. The energy reserve provided by wind power holds enough energy for the needs of the entire mankind. The invention provides an efficient means of putting this energy reserve to practical use. Mounted on a rotating power shaft is a pair of form parts, the convex and concave shape, especially the round-pointed open V-shape of which reverses its orientation by 180 degrees, i.e. turns from convex to concave, whenever the power shaft makes a rotation of 180 degrees. The circular motion of water occurring in a wave drives such a turbine effectively while the wave dies out. The pair of convex and concave form parts extends helically around the power shaft, whereby water currents in all directions, which come to contact with the pair of form parts, produce a rotative moment.",2006,B63B  39/00; B63H   1/16; B63H  19/02; F01D   5/22; F05B2250/25; B63H   1/38; B64C  27/20; F03D   3/06; Y02E  10/38; B64C  11/00; F03B   7/00; F03D   3/00; F05B2240/931; F03B   3/12; F03D  11/00; Y10S 415/906; F05B2240/213; Y02T  70/59; B63B2035/4466; F03B  13/14; F03B  13/183; F03B  17/06; F03D   3/04; Y02E  10/28
58000716,US20070303446,Float-type energy-generating system,"The objective of the invention is to provide a float-type energy-generating system that is able to maintain the system's body stably, without listing, while sailing, even in a strong wind, while efficiently generating electricity. The system includes a hull (4) that allows the system to be suspended underwater or to float on seawater, one or more plates (6) that receive the sea wind so as to allow the hull to sail, and one or more power generators (3) that generate electricity by rotating one or more water turbines that use water as a working medium while the hull sails.",2007,H02P2101/10; Y02E  10/28; Y02E  10/22; B60L   8/00; B60L2260/54; B63B2035/4466; F03B  17/061; F03D   9/00; H02P2101/15; B63B2035/446; B63J   3/02; F05B2240/931; Y02T  10/642; B63B  35/00; F03B  13/10; B63H   9/061; F03B  13/00; F05B2240/95; H02P   9/04; Y02T  10/7083
58002313,US20080289986,Method for the transport of a civil engineering structure in an aquatic medium,"The invention provides a method for the transport of a civil engineering structure in an aquatic medium. According to this method: at least one float is associated with the civil engineering structure in such a way as to ensure that the said civil engineering structure floats stably in an aquatic medium, the said float surrounding the civil engineering structure and a bottom portion of the civil engineering structure extending below the said float, and the civil engineering structure and the associated float are caused to move in the aquatic medium to a desired position.",2008,B63B  35/00; E02B  17/027; E02B2017/0039; Y02E  10/727; E02B2017/0069; E02B2017/0091; B63B  35/003; E02B  17/00; B63B  35/40
58066028,CN200910119530,"Electronic power variation, speed variation wind power generator","The invention relates to a generator, in particular to an electronic variable power and variable speed wind power generator, which changes the power according to the wind power. The wind power generator comprises the generator, a main shaft, a shaft coupling, a rectification device, a sensor, and a plurality of generator units, wherein, the main shaft of each generator unit is connected by the shaft coupling, each generator unit is provided with the rectification device, and each rectification device is connected with a reversal relay; and the end of the generator is provided with the sensor.The invention replaces the original given power and given voltage generator by the electronic variable power and variable speed wind power generator which is applicable to the areas with changing wind speed, and more suitable for use at sea, and has the advantages of long on-line time, high wind energy utilization rate, less additional equipments, saving investment, long use life, simple operation and convenient use.",2009,Y02E  10/725; H02P   9/48; H02K  13/00
58077229,US20090318624,Cooling airflow modulation,"A gas turbine engine airfoil (22) has a wall (42) provided with a cooling effusion hole (40) therein to facilitate film cooling of the external surface (52) of the wall (42). A member (46) attached to the internal surface (48) of the airfoil wall (42) is provided with an aperture (44) which at least partially overlaps the cooling effusion hole (40). The airfoil wall (42) and member (46) are formed from materials having different coefficients of thermal expansion and are mounted such that over a temperature range, the aperture (44) and cooling effusion hole (40) interact to a greater or lesser extent to modulate the flow of cooling air therethrough.",2009,F03B  11/00; F05D2270/303; F05D2300/5021; B64C  27/00; F02C   7/18; F05D2250/185; B64C  11/00; F01D  17/00; B63H   7/02; F01D   5/14; F01D   5/186; F01D   9/02; F01D  17/085; B63H   1/14; F03D  11/02; F04D  29/58; F01D   5/08; F01D   5/18; F01D   5/28
58109893,DE20092003362U,Hydraulische Drachen Kraft¸bertragungsanlage mit Spitzenlastgl‰ttung und Noteinholung,NULL,2009,F03D  13/25; F03D   9/00; F03D  11/04; F03D  13/20; F03D  80/70; Y02E  10/70; F05B2240/93; F03D   9/02; F05B2240/95; F03D   9/12; Y02E  10/727; Y02E  60/16; F03D   5/00
58119789,US20090320733,Systems and methods for mitigating the effects of wind turbines on radar,A control system for mitigating the effects of a wind turbine on a radar system is disclosed. The control system includes a sensor configured to detect an operating condition of the radar system; a processor configured to receive an operating condition of the wind turbine and determine a rotation modification sequence based on the operating condition of the radar system and the operating condition of the wind turbine; and a controller configured to apply the rotation modification sequence to the wind turbine. A method of mitigating the effects of a wind turbine on a radar system is also disclosed.,2009,F03D   7/0248; Y10S 415/905; F03B  15/06; F03D   7/0276; F03D   7/042; F05B2270/805; B63H   1/00; B63H   3/00; B63H   5/00; B63H   7/00; F01D   7/00; F03D   7/0204; F03D   7/0224; F05B2270/1016; G01S   7/021; F04D  27/02; F03D   7/00; G01S   7/415; Y02E  10/723; B64C  11/00; F03D  11/00
266638666,MX20080011298,A SYSTEM FOR GENERATING ELECTRIC ENERGY.,"The invention relates to a system for generating electric energy from renewabie energy sources. The system includes a plurality of generator aggregates (4a-6c) arranged in the sea and a plurality of switchgears (1 a-1 c) arranged in the sea. Each switchgear (1 a-1 c) is connected to a plurality of the generator aggregates (4a-6c). According to the invention the system includes a plurality of primary intermediate stations (17a-17c). The system also includes at least one secondary intermediate station (19). Each primary intermediate station (17a-17c) is connected to a plurality of the switchgears and each secondary intermediate station (19) is connected to a plurality of the primary intermediate stations (17a-17c). The secondary intermediate station is also connected to a land based electric network. Switching means (192) is present for allowing selective connection to various locations (193,194,195) in the electric network.The invention also relates to an electric network and to a method for supplying energy to an electric network.",2006,F03D  13/22; Y10T 307/718; F03D   9/257; H02J   3/382; F03D   9/255; Y02E  10/763; F03D  13/25; Y02E  10/38; F03D   9/008; H02J   3/386; F03B  13/18; Y02E  10/72; Y10T 307/696
266736095,JP20080321699,MAGNETOSTRICTION MEASUREMENT OF TENSILE STRESS IN FOUNDATION,"<P>PROBLEM TO BE SOLVED: To provide a method of measuring tensile stress on the foundation of a wind power turbine and in a structural element of the foundation. <P>SOLUTION: The foundation includes a foundation body, at least one anchor bolt connecting a lower anchor plate and a structure, and a magnetostrictive load measuring sensor for measuring loads on at least one anchor bolt, the magnetostrictive load measuring sensor being positioned within the foundation body. <P>COPYRIGHT: (C)2009,JPO&INPIT ",2008,E02D  33/00; G01M   5/00; G01L   5/0004; E02D  27/42; G01M   5/0091; E02D  27/00; G01M   5/0041; G01L   5/00
266754899,GB20090010705,Propeller blade pitch control system comprising a hydraulic transfer bearing within a propeller gearbox,"A propeller blade pitch control system 10a includes a propeller hub 16 for mounting at least one propeller blade 18, and a propeller shaft 12 which rotates about an axis 14 to rotationally drive the propeller hub 16. A pitch change yoke 28 located within the propeller hub 16 is configured to change a pitch of the at least one propeller blade 18 in response to hydraulic fluid flow to a pitch change actuator 29. A propeller gearbox 24a includes a rear end 52a and a forward end 52b located between the rear end 52a and the pitch change yoke 28, and is configured to apply torque to the propeller hub 16. A hydraulic transfer bearing 30a located between the rear end 52a and the forward end 52b of the propeller gearbox 24a is operable to selectively permit a flow of hydraulic fluid from at least one hydraulic flow controller 34a,34b,34c to the pitch change actuator 29.",2009,B64C  11/40; Y02E  10/723; B64C  11/38; B63H   3/082; F03D   7/0224; F05B2260/79; B63H   3/08; F03D   7/022
266772152,NO20090002559,System for  utf¯re automatisk regulering av flukten av drager,"Et system (10) er beskrevet for  utf¯re den automatiske reguleringen av flukten p minst en drage (11) regulert og drevet med kabler (13) som omfatter minst en f¯rste aktueringsmotor (12) tilpasset for inn-/utspoling av slike kabler (13) p respektive vinsjer (14a, 14b) og minst en andre aktueringsmotor (15) tilpasset for  utf¯re en differensiell reguleringshandling av slike kabler (13).",2009,F03D   5/00; Y02E  10/70; B63H   9/06; B63H   9/069; B63H   8/16; B64C  31/06; F05B2270/00
266850638,US20080118184,Controller for a blade adjustment angle of at least one rotor blade of a wind power plant,"Controller for a blade adjustment angle for at least one rotor blade of a wind power plant, in which a first controller branch is switched for the determination of the blade adjustment angle depending on the operating states of the wind power plant, wherein at least one differentiating member is provided in the switched first controller branch.",2008,F03D   7/02; F03D   7/044; F05B2270/706; G05D   5/00; B64C  11/30; F03D   9/00; B63H   3/10; F01D   7/00; F03D   1/06; F03D   7/0224; F04D  29/26; F03D   7/024; G05D   9/00; Y02E  10/723; G05D   3/12; Y02E  10/721; F03D   3/06; H02P   9/04
266852374,US20080070968,Curved tooth coupling for a miniature gas turbine engine,"A rotor assembly for a miniature gas turbine propulsion system comprises a centrifugal compressor wheel, a turbine wheel, a shaft and a tie bolt. The centrifugal compressor wheel includes a first curved tooth coupling, and the turbine wheel includes a second curved tooth coupling interconnected with the first curved tooth coupling. The shaft extends from the centrifugal compressor wheel, and the tie bolt extends between the shaft and the turbine wheel to bring the first curved tooth coupling into compression with the second curved tooth coupling. As such, the compressor wheel and the turbine wheel are assembled and remain, over the operational envelope of the propulsion system, in a reliably robust aligned configuration.",2008,B63H   1/28; B63H  15/00; F01D   5/026; Y02T  50/671; B63H  13/00; F03B  11/00; F02C   3/145; F02K   3/00; F03B   1/02; F04D  29/00; B63H   5/00; B63H   7/00; B64C  11/14; F01D   1/02; F01D   5/00; F01D   5/06; F01D  25/00; F02C   3/05; B64C  27/32; F01D   5/048; F03D  11/00; Y02T  50/673; F01D   5/023; F05D2250/82
266902926,US20050084640,Servo-controlled extender mechanism for extendable rotor blades for power generating wind and ocean current turbines,A power generating system wherein a turbine is mounted on top of a tower or tethered underwater. The turbine includes a rotor having a main blade connected to a rotor hub and an extender section. An adjusting device positions the extender blade between a retracted position within the main blade and to an extended position to expose more or less of the rotor to the fluid flow. The adjusting device includes a servo-controlled rack and pinion mechanism that converts rotation of the pinion by a servomotor into linear motion of the extender blade. A generator is connected to the turbine for generating electrical energy.,2005,F03D   7/04; F03D   7/0236; F05B2270/60; Y02E  10/723; Y02E  10/721; Y10T  74/18096; Y10T  74/18808; F05B2240/2021; Y10T  74/1967; F05B2240/30
266902988,US20050066758,Extendable rotor blades for power generating wind and ocean current turbines within a module mounted atop a main blade,A power generating system wherein a turbine is mounted on top of a tower or tethered underwater. The turbine includes a rotor having a main blade section connected to a rotor hub and an extender housing mounted on a top surface of the main blade section. The extender housing has an extender blade stored therein. An adjusting device positions the extender blade between a retracted position within the extender housing and an extended position to expose more or less of the rotor to the fluid flow. A generator is connected to the turbine for generating electrical energy.,2005,F02B  63/04; F03D   7/0224; Y02E  10/725; H02K   7/18; Y02E  10/28; Y02E  10/721; F03D   1/0608; F03B  17/061; F03G   7/08; Y02E  10/723; F05B2210/18; F05B2240/2021
266933924,EP20090715100,OFFSHORE WIND AND WAVE POWER GENERATION SYSTEM AND METHOD THEREOF,NULL,2009,F03B  13/20; F03D  13/25; F03D   1/00; F03D   9/00; Y02E  10/725; F03D   9/008; F03B  13/14; Y02E  10/727; F03D   9/255; Y02E  10/38
266940348,US20080040075,Hub pitch gear repair method,"A method for repairing a hub pitch gear assembly. The method includes providing a ring assembly for adjusting a pitch angle of a wind turbine blade having a plurality of gear teeth. A segment of the ring assembly is removed, the segment including at least a portion of at least one gear tooth, to form a repair cavity. A repair segment configured to mate the repair cavity is provided and the repair segment is directed into the repair cavity and fastened in position. A repaired pitch gear assembly and wind turbine are also provided.",2008,F16H  55/17; F03D  80/50; F16H2055/175; Y02E  10/722; B23P   6/00; F16H  55/12; Y10T  29/49735; Y10T  74/1967; B63H   3/00; F03D   1/00; F03D  11/00; F16H   1/04; Y02E  10/726
266940351,US20060084920,Radial compressor rotor,"A radial compressor rotor is provided for stabilizing the flow behavior of a delivery gas, consisting of a wheel disc and blades arranged uniformly in the circumferential direction, wherein the generatrix of the surface of the blades is designed as a curved line at least in a curved section, such that the surface is curved in two directions in this section.",2006,B64C  11/00; F03D  11/00; F04D  29/284; B63H   1/16; B64C  27/20; Y10T  29/49321; B23P  15/04; F01D   5/22; F04D  29/30
267003456,AU20080212678,Airfoils with automatic pitch control,"An airfoil (30) arranged for use in a fluid flow of varying direction relative to the airfoil, has arranged thereon a plural axis hinge (50) for automatic adjustment of the angle of pitch of the airfoil. The airfoil can be applied to a rotary crossflow device for use in a fluid flow of varying apparent flow direction, an oscillating device for use in a fluid flow, a force generation device for use in a fluid flow of varying direction, or a flow control device for use in a fluid flow of alternating direction.",2008,F03B   3/12; F03B  17/06; A63B  31/00; Y02E  10/38; F03D   3/0418; F05B2260/79; B63H  16/04; F03D   3/061; Y02E  10/28; F05B2240/214; F05B2260/72; F03B  17/062
267007098,CN200910048824,Tidal zone wind power generating equipment construction hoisting method and tidal zone special engineering barge,"The invention discloses a tidal zone wind power generating equipment construction hoisting method, including the followings: firstly a hoisting device of a flat top barge is fixedly installed; being at high tide level, the tide is taken by external force so that the flat top barge is pulled to a basic position of a wind power generator; the flat top barge opens an inlet and outlet water valve after being in position, so that water enters the flood chamber till the flat top barge sets on beach; the components of the wind power generator are transported to the flat top barge in sequence by using a shoaling transportation barge according to the hoisting process; the flat top barge after setting on beach is used as a hoisting construction platform to finish the hoisting of a wind power generator; and then at low tide level, the water in the flood chamber is discharged and the inlet and outlet water valve are closed. In the invention, hydrological characteristics of tidal zone are fully utilized, the inlet and outlet water valve are equipped at the cabin, as the water enters the cabin to press down the cabin, thus keeping the flat top barge stably parked, and the construction hoisting for wind power generating device at tidal zone is realized. The invention further discloses a tidal zone special engineering barge with good stability and convenient operation.",2009,B63B  27/16; B63B  35/28
267013231,CN200820154557U,Wind power generation system for 2KW fishing boat,"The utility model relates to a wind power generation system for a 2KW fishing boat, which comprises a wind-driven generator and a tower bar, wherein, the wind-driven generator is fixed at the top end of the tower bar, the bottom end of the tower bar is fixed on an I-shaped steel beam in a fishing boat cabin, and a fixing seat is arranged at the middle part of the tower bar and fixed on the upper deck brim of the fishing boat cabin. Compared with the prior art, the utility model is fully fused into a whole with the original structure of the ship body, fully utilizes the original steel beam and the original supporting steel frame of the ship body, is positioned above the cabin, does not occupy the space in the ship, is safe and firm in structure, makes no harm to the ship body, does not need to modify the ship body structure, has no influence on the space and has the popularization value. Meanwhile, the system also can be used for the wind power generation system installed at the housetop on the land.",2008,Y02B  10/30; F03D   9/32; Y02E  10/725; B63B  35/14; F03D   9/25; F03D  13/20
267071511,CA20072673089,SYSTEM FOR PERFORMING THE AUTOMATIC CONTROL OF THE FLIGHT OF KITES,"A system (10) is described for performing the automatic control of the flight of at least one kite (11) controlled and driven by cables (13) comprising at least one first actuating motor (12) adapted to exert an unwinding-rewinding action of such cables (13) on respective winches (14a, 14b) and at least one second actuating motor (15) adapted to perform a differential control action of such cables ( 13).",2007,F05B2270/00; B63H   8/16; B63H   9/06; Y02E  10/70; B63B  35/79; B63H   9/069; F03D   5/00
267072210,ZA20080009193,Aerodynamic or hydrodynamic profile which can be deformed in a continuous and controlled manner,NULL,2008,B64C   3/48; F01D   5/148; F01D   7/00; B63B   1/24; F03D   1/0675; Y02E  10/721; B64C; F05B2240/311; Y02T  50/672; F01D  17/16; Y02T  50/673; B63B   1/285; B64C  11/20
267288433,US20090389052,Method and apparatus for rotating a component of a wind energy plant,"The invention is related to a method for rotating a component of a wind energy plant by traversing an adjustment device, wherein the adjustment device comprises at least two adjustment drives, each one thereof having at least one electric motor, for traversing the adjustment device, and wherein during the traversing of the adjustment device, the electric motor of at least one of the at least two adjustment drives is operated at another rotational speed than the electric motor of at least one other of the at least two adjustment drives. Furthermore, the invention is related to a corresponding device.",2009,F03B   7/00; B64C  27/00; F05B2260/90; Y02E  10/723; F03D   7/0224; F01D   7/00; F03D   7/00; Y02E  10/721; B63H   3/00; F03D   7/0204; F05B2240/40; B64C  11/00; F05B2270/602; H02P   3/14
267348608,NL20092002486,DYNAMIC FIN COMPRISING COUPLED FIN SECTIONS.,NULL,2009,F01D   5/148; Y02T  10/82; B63H  25/38; B64C   5/06; Y02E  10/727; B63B   1/28; B64C   3/48; B64C   9/02; F04D  29/323; B63H   1/26; Y02T  50/673; B63B  32/60; B64C   5/10; F01D   5/147; B62D  35/007
267353437,DE20092009517U,Windenergieanlage mit drehbarem Turm,NULL,2009,F03D   7/0204; Y02E  10/727; F03D   1/00; Y02E  10/723; F03D  13/20; F03D  11/00; F03D   7/0212; F05B2240/93; F05B2250/411
267366313,US20080051290,Micro-electromechanical current sensing apparatus,"An apparatus includes an optical portion disposed on a carrier portion. The optical portion includes an optical path of and a magneto-sensitive element within the optical path. A light source is disposed on the carrier portion in operative communication with a first end of the optical path, and a photo-detector is disposed on the carrier portion in operative communication with a second end of the optical path.",2008,A47C   7/74; B64D  45/02; G01R  15/246; F03D   9/00; B63H   1/00; B63H   3/00; G01R  15/247; G01N  21/84
267476166,US20080328548,Underwater ducted turbine,"An apparatus is disclosed for a turbine for generating electrical power from water or air flow comprising at least one rotor disk having a plurality of hydrofoil blades, guide vanes, a cylindrical housing, and a generator means. A rim generator comprising a magnet race rotor rim and fixed stator coils in the housing is used. The apparatus is fitted with a screen to stop the ingress of debris and marine life, and a skirt augmenter device to reduce the Betz effect. The apparatus is preferably for sub-sea deployment and driven by tidal currents, but may be powered by river current or wave driven air or by wind. The apparatus may be deployed on at least one telescoping pole, tethered to the sea-bed and kept buoyant by buoyant concrete in the housing, or inserted in a dam, under a barge or in a tidal power array.",2008,Y02E  10/223; Y02E  10/28; F03B  13/00; F05B2220/7066; H02K   7/18; H02P   9/04; F03B   3/18; F03B  13/26; F03B  13/264; F03B  17/061; F05B2210/404; F03B  17/06; F03B   3/04; F03D   1/00; F05B2210/16; F05B2240/93; F03B  11/08; F03B  13/10; F05B2240/97; F03B   3/12; F03B  13/083; F05B2240/133; H02K  16/00; F03B   3/128; F03B  13/08; F05B2220/7068; F05B2260/63
267493429,CN200910026356,Construction method for building large-scale offshore wind farm with depth more than 2m,"The invention relates to a construction method for building a large-scale offshore wind farm with depth more than 2m, which mainly comprises the following steps: dragging a construction ship to the set position by a shoal water tug boat, starting a lifting device on the construction ship after the construction ship is positioned to lift the ship body from the water level by 2-3 m; dragging a vehicle pontoon provided with devices such as a steel pipe pile, a blower operating platform, a tower cylinder, a blower bin, a hub, blades and the like near the construction ship through the shoal water tug boat and then anchoring and positioning; and then constructing by utilizing devices such as a 400-t fully-revolving crane and the like on the construction ship. The invention leads the construction ship to perform the construction on the large-scale offshore wind farm with depth equal to or more than 2m because operation, loading and dragging are separated, has the advantages of continuous operation without being influenced by tide, convenient construction, high speed, high efficiency, low construction cost, and the like, and fills up the blank of constructing and building the large-scale offshore wind farm at the zone of 2-5 m in the world.",2009,E02D   7/18; E04H  12/34; B63B  35/00; E02B  17/02
267493430,CN200910026357,Construction method for building a large-scale offshore wind farm with depth less than 2 m,"The invention relates to a construction method for building a large-scale offshore wind farm with depth less than 2 m, which mainly comprises the following steps: disassembling a combined operating platform into a main carrying operating platform, a device stacking platform, a piling platform, and the like, disassembling a 400t track crane into multiple parts, respectively conveying a construction device and a wind-powered device on an intertidal belt with depth less than 2m to the construction position by using a large-scale track slat type conveyer; constructing according to the steps of installing the combined operating platform, lifting a blower, transferring the operating platforms and the like, i.e. building the large-scale offshore wind farm on the intertidal belt with depth less than 2 m. The invention has the advantages of continuous operation without tidal effect and cofferdam, convenient construction, high speed, low cost, convenient operation and the like, and fills up theblank of building the large-scale offshore wind farm at the zone of the intertidal belt with depth less than 2 m in the world.",2009,B63B  35/00; E02B  17/02; E02D   7/18; E04H  12/34
267493707,CN200910136581,Passive antiscour base of basic structure of gravity-type offshore wind turbine,"A passive antiscour base of basic structure of a gravity-type offshore wind turbine relates to a basic structure of an offshore wind turbine, which comprises a disc-shaped reinforced concrete base (3), a shirt rim (4) vertically arranged along the circumference of the reinforced concrete base (3), a plurality of ribbed slabs (5) uniformly and radially arranged on the bottom surface of the reinforced concrete base (3), and a grout hole (6) and an anchor rod hole (7) arranged on the reinforced concrete base (3) between two adjacent ribbed slabs (5). The passive antiscour base of basic structureof the gravity-type offshore wind turbine has the advantages of reinforcing the antiscour capability, antiskid capability and resistance to capsizing of the gravity-type basic structure, thus ensuring the gravity-type basic structure to be applicable to soft-ground seabed and scouring seabed.",2009,F03D  13/25; Y02E  10/727
267503594,MX20090001714,METHOD FOR THE DAMPING OF TOWER OSCILLATIONS IN WIND POWER INSTALLATIONS.,"A method for controlling a wind turbine installation for the damping tower oscillations, in particular a buoyant wind turbine installation comprising a buoyant body, a tower arranged over the buoyant body, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower oscillations are damped by the control with the blade angle controller in the constant power or RPM range of the wind turbine being performed by the rotor velocity (which is the input to the blade angle controller) being estimated in an estimator for the wind turbine. The input to the wind turbine estimator is the estimated incoming wind, so that the tower movements are not visible to the blade angle controller. Negative damping is thus not introduced into the system and the tower oscillations will be expediently damped, while there is also less variation in blade angle, thrust on the rotor and power supplied.",2007,F03D   7/0224; Y02E  10/723; F03D   7/02; F05B2240/93; F05B2260/80; F05B2260/96
267544097,US20080277321,Enhancement of vortex induced forces and motion through surface roughness control,"Roughness is added to the surface of a bluff body in a relative motion with respect to a fluid. The amount, size, and distribution of roughness on the body surface is controlled passively or actively to modify the flow around the body and subsequently the Vortex Induced Forces and Motion (VIFM). The added roughness, when designed and implemented appropriately, affects in a predetermined way the boundary layer, the separation of the boundary layer, the level of turbulence, the wake, the drag and lift forces, and consequently the Vortex Induced Motion (VIM), and the fluid-structure interaction. The goal of surface roughness control is to increase Vortex Induced Forces and Motion. Enhancement is needed in such applications as harnessing of clean and renewable energy from ocean/river currents using the ocean energy converter VIVACE (Vortex Induced Vibration for Aquatic Clean Energy).",2008,B63B2021/504; F15C   1/18; Y02E  10/28; F15D   1/12; F05B2240/32; F03B  17/06; Y02E  10/721; Y10T 137/2087; F05B2240/201; F15C   1/16
267555068,ES20060001281,SISTEMA PARA GENERAR HIDROGENO A PARTIR DE LA FUERZA DEL VIENTO.,"Sistema para generar hidrÛgeno a partir de la fuerza del viento. Consiste en un velero (1), una/s turbinas ancladas al mismo (2), un generador elÈctrico (3), una estaciÛn de producciÛn de hidrÛgeno (4) y una unidad de presurizaciÛn y almacenaje (5).",2006,Y02E  60/15; F03B  17/06; F03B  17/061; Y02E  10/72; F03D   9/008; Y02E  10/28; F03D   9/10; B63B  35/00; Y02P  70/523
267570773,EP20090012075,"Wind energy assemblies, in particular offshore wind energy assemblies","The wind power plant fleet (300) has wind power plants (1-80) or wind power plant groups, and has an internal electrical wiring that has a modified radial system structure. The ends of a part of strands (310,320,330,340,350,360,370,380,390,400,410,420,430,440) of the radial system structure are connected with each other such that loop network substructures (520,530,540, 550,560,570,580) are available.",2009,F05B2240/95; F03D   9/257; F05B2240/96; F03D   9/00; Y02E  10/72; F03D   9/255
267618786,DE20081023082,Rotorblatt und Rotor,"Die Erfindung betrifft ein Rotorblatt (17, 17', 48) mit einer Befestigungsvorrichtung, das besonders kosteng¸nstig und einfach herzustellen sein soll. Zur Lˆsung dieser Aufgabe wird vorgeschlagen, dass die Befestigungsvorrichtung einen mit einem Gewinde versehenen Flaschenhals (4) einer PET-Flasche (1) aufweist und dass das Rotorblatt (17, 17', 48) zumindest von einem Abschnitt der Flaschenwand (6) der PET-Flasche (1) gebildet wird. Einfache PET-Getr‰nkeflaschen ermˆglichen so den Bau eines funktionierenden Rotors.",2008,A63H  27/12; Y02E  10/721; B63H   1/14; F03D   1/06; F05B2260/30; B64C  11/00; B09B   3/00; B63H   1/00; F03D   1/0658
267625303,CN200780045630,System for performing the automatic control of the flight of kites,"A system (10) is described for performing the automatic control of the flight of at least one kite (11) controlled and driven by cables (13) comprising at least one first actuating motor (12) adapted to exert an unwinding-rewinding action of such cables (13) on respective winches (14a, 14b) and at least one second actuating motor (15) adapted to perform a differential control action of such cables( 13).",2007,F03D   5/00; Y02E  10/70; B63B  35/79; B63H   9/06; B63H   9/069; B63H   8/16; F05B2270/00
267645386,US20090386076,Method and apparatus for prediction-based wind turbine control,"A method an apparatus of automatically controlling a wind turbine re provided. of: A time-series of measurement values of the aerodynamic flow property of the wind turbine rotor blade is determined; a predictive wind field model representing a structure of a wind field acting on the wind turbine rotor blade is generated based on the time-series of measurement values, and a control value is generated based on the wind-field model.",2009,F05B2270/32; F05B2270/321; F05B2270/404; B63H   3/00; F05B2260/821; F03D   7/00; F03D   7/046; Y02E  10/723; B64C  11/00; F03B   7/00; F05B2270/329; F01D   7/00; F03D   7/022; F05B2270/331; B64C  27/00
267645393,US20090384939,Conical helicoid wind turbine,"The present invention discloses an article of manufacture comprising a conical helicoid wind turbine. The conical helicoid is configured such that its apex faces toward the on-coming wind which allows airflow to transverse through the curved sail from the front center to the outer rear extremity. This dynamic shape produces the optimum amount of force by distributing the wind load to the outer edges of the wind turbine's rotation. In addition, by channeling the flow of air through the conical helix to convert to motive force, the turbine forces the wind into a vortexual formation which entrains wind flow in tandem with the turbine's rotational force, thus reducing backflow turbulences.",2009,F03D   3/061; Y02E  10/74; Y02P  70/523; F03D   1/0608; F05B2250/25; F05B2250/232; Y02E  10/721; F03D   3/06; B63H   1/26; F03D   1/06
267648300,ES20080001178,"SOPORTE DE SUSTENTACION PAR UN AEROGENERADOR MARINO, PROCEDIMIENTO DE FABRICACION Y METODO DE INSTALACION.","Soporte de sustentaciÛn para un aerogenerador marino, procedimiento de fabricaciÛn y mÈtodo de instalaciÛn. Soporte de sustentaciÛn (8) para un aerogenerador marino, que comprende un cuerpo base (1) constituido por una solera (4) de planta circular o poligonal, con un fuste (5) de paredes verticales, con una pluralidad de cavidades (6) verticales a lo largo de toda su altura y una losa (2)apoyada sobre el fuste (5) del cuerpo base (1) sobre la que se apoya y fija un aerogenerador (3); en cuyo procedimiento de fabricaciÛn el cuerpo base (1) del soporte de sustentaciÛn (8), es fabricado mediante un encofrado deslizante, desde su solera a su base superior, y cuyo mÈtodo comprende el lastrado del soporte (8) rellenando parcialmente las cavidades (6) verticales; el remolque del soporte (8) de sustentaciÛn mar adentro, desde su lugar de fabricaciÛn, hasta de instalaciÛn del aerogenerador marino; el fondeo del soporte (8) de sustentaciÛn, por el total relleno de sus cavidades (6) verticales, hasta apoyarse sobre una banqueta (19) de escollera del fondo marino, y el montaje del aerogenerador (3).",2008,E02D  27/42; F03D  13/10; E02B2017/0091; F05B2240/95; Y02E  10/727; E02B2017/0073; F03D  11/04; F03D  13/20; E02D  27/52; F03D  13/22; E02B2017/0043; E02B2017/0082; E02D  27/425; Y02P  70/523; E02B  17/025; E02B2017/0039
267762401,SE20070001407,Vertikalaxlat vindkraftaggregat,NULL,2007,F05B2220/706; F05B2240/95; Y02E  10/725; F03D   3/00; F03D  13/22; Y02E  10/727; E02D  27/425; F03D  13/10; H02K   1/185; F03D   9/00; H02K   7/183; F03D  13/20; Y02P  70/523; E02D  27/42; F03D   9/25
267781482,CN200780034794,Method for the damping of tower oscillations in wind power installations,"A method for controlling a wind turbine installation for the damping tower oscillations, in particular a buoyant wind turbine installation comprising a buoyant body, a tower arranged over the buoyant body, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower oscillations are damped by the control with the blade angle controller in the constant power or RPM range of the wind turbine being performed by the rotor velocity (which is the input to the blade angle controller) being estimated in an estimator for the wind turbine. The input to the wind turbine estimator is the estimated incoming wind, so that the tower movements are not visible to the blade angle controller. Negative damping is thus not introduced into the system and the tower oscillations will be expediently damped, while there is also less variation in blade angle, thrust on the rotor and power supplied.",2007,F03D   7/02; F03D   7/0224; F05B2240/93; F05B2260/80; Y02E  10/723; F05B2260/96
267789105,CA20082677808,AIRFOILS WITH AUTOMATIC PITCH CONTROL,"An airfoil (30) arranged for use in a fluid flow of varying direction relative to the airfoil, has arranged thereon a plural axis hinge (50) for automatic adjustment of the angle of pitch of the airfoil. The airfoil can be applied to a rotary crossflow device for use in a fluid flow of varying apparent flow direction, an oscillating device for use in a fluid flow, a force generation device for use in a fluid flow of varying direction, or a flow control device for use in a fluid flow of alternating direction.",2008,F03B   3/12; F03B  17/062; F05B2240/214; F03B  17/06; F05B2260/72; B63H  16/04; Y02E  10/28; F05B2260/79; Y02E  10/38; A63B  31/00; F03D   3/061; F03D   3/0418
267803478,JP20090507245,NULL,NULL,2006,B64C  31/06; B63H   9/069; Y02E  10/70; B63H   9/072; F05B2240/921; F03D   5/00; F03D   5/06
267806547,CN200910050458,Soft landing system for mounting aero-generator at sea,"The invention relates to a soft landing system for mounting an aero-generator at sea in the technical field of offshore power generation, which comprises a plunger component, a cylinder body component, a throttling rod component, a cylinder bottom component, one or more pipeline components, and one or more energy storage components, wherein the cylinder bottom component is connected with the cylinder body component through bolts, the throttling rod component is fixed on the cylinder bottom component, the cylinder body component is sleeved on the plunger component, the plunger component is sleeved on the throttling rod component so that the inner cavity of a plunger is communicated with the inner cavity of the throttling rod component, one end of the one or more pipeline components is connected with the cylinder bottom component respectively, and the other end of the one or more pipeline components is connected with the corresponding one or more energy storage components respectively. The soft landing system solves the problems of violent impacts and collisions between a draught fan and an offshore foundation platform in the process of mounting a high-power aero-generator at sea inthe prior art so as to prevent the draught fan from being damaged due to the violent impacts or the collisions and achieve soft landing when a pedestal of the draught fan is combined with the offshore foundation platform.",2009,F16F   9/32; F16F   9/34; F03D  13/25; F16F   9/06; F16F  15/023; Y02E  10/727
267806548,CN200910136582,A steel-concrete combined weight type offshore wind fan foundation structure,"The present invention discloses a steel-concrete combined weight type offshore wind turbine foundation structure, relating to foundation structure of offshore wind turbine. The steel pipe vertical column is provided with steel bearing platform on the top; several section bar concrete rib boards are uniformly disposed at outer surface of lower end of steel pipe vertical column; outer end of section steel concrete rib board is fixed in inner surface of polygonal section steel concrete base; Several rib boards are uniformly and radially distributed around center origin of bottom surface of section steel concrete base; adjacent two rib boards has skirt at outer edge, height of rib board is identical with that of rib boards; bottom surface of section steel concrete base is provided with several grouting holes and anchor rod holes. The steel-concrete combined weight type offshore wind turbine foundation structure provided by the present invention has reasonable structure, increases water depth applicability of weight type offshore wind turbine foundation structure, develops seabed applicability of weight type offshore wind turbine foundation structure and enables to adapt to soft base seabed and scouring seabed, reduces cost of offshore wind turbine foundation structure for 10-30 m depth adjacent sea. Compared with pile foundation structure, the offshore wind fan foundation structure has few construction difficulty and short construction period.",2009,F03D  13/25; Y02E  10/727
267808684,CN200780042156,Seabed-fixed marine structure functioning as artificial reef and manufacturing method thereof,"The present invention provides a seabed-fixed marine structure functioning as an artificial reef and the manufacturing method thereof. The seabed-fixed marine structure includes a support column (110), which is fixed to a seabed by pegging a lower end thereof into the seabed to a predetermined depth such that the upper end of the support column is disposed below sea level, and an artificial reef body (120), which is provided so as to be separable from the support column and is manufactured of a plurality of members. A column insertion space (123) is defined in the artificial reef body for insertion of a support column. Thus, the artificial reef body is fitted around the support column through the column insertion space thereof such that the lower end of the artificial reef body is seated on the seabed.",2007,A01K  61/70; E02B   3/046; Y02A  40/83; F03D  13/20; A01K  61/00
267837226,US20090493408,Reduced friction wind turbine apparatus and method,"A fluid flow energy capture device for power generation has a rotor with a substantially vertical axis and a plurality of vanes. A mount for the rotor allows the rotor to rotate in response to fluid flow such as wind contacting the plurality of vanes, and the mount puts the rotor in rotationally driving communication with a generator. The rotor has an open center which allows fluid communication from spaces between the vanes to above the rotor. A plurality of guide surfaces define channels that bias fluid flow to be tangential to the rotor.",2009,Y02E  10/727; Y02E  10/74; F03D   3/0427; F03D   9/25; F05B2240/93; F03D   3/04; F03D  13/20
267838838,US20060308002,Coated turbine component and method of coating a turbine component,Turbine components with different types of coatings on different parts thereof are described. The coatings are chosen such that they are especially adapted to the thermal and corrosive conditions being present on the parts of the component during use. A method to coat a turbine component is also described.,2006,B63H   7/02; F01D   5/288; F01D   9/02; F04D  29/38; B63H   1/26; F03B   3/12; F03D  11/02; F05D2300/611; C23C  28/02; C23C  28/021; F01D  25/12; B05D   1/36; B64C  11/16; C23C   4/134; C23C  16/00; F01D   5/28; F03B   7/00; C23C  28/022; F01D   5/14; H05H   1/24; B64C  27/46; F05D2230/90
267838847,US20070375473,Calibration method,"The invention relates to a method for the calibration of at least one sensor (11-14) of a wind power plant (10). The invention also relates to a wind power plant (10). The calibration process according to the invention is captured by the at least one sensor (11-14). The measurement value (30, 31), which is a measure for the load of a component (15-17), is evaluated, wherein the wind power plant has at least the moveable component (15, 15?, 15?, 16, 17), wherein the component (15-17) is pivoted or rotated around a predeterminable axis (19, 20). The wind power plant according to the invention is provided with a calibration module for the automatic calibration of at least one sensor (11-14), which measures the load of a movable component (15-17) of the wind power plant.",2007,F05B2270/1095; F05B2270/802; F05B2270/808; F03D  11/00; F05B2270/331; G01F  25/00; Y02E  10/723; B63H   3/00; F03D  17/00; F03D   7/042
267838853,US20070301695,Wind generator blade with divergent trailing edge,"A wind turbine blade having an aerodynamic profile (5) with a leading edge (11), a trailing edge (13) and suction and pressure sides (17, 19) between the leading edge (11) and the trailing edge (13) which has, on at least one part of the wind turbine blade, a Trailing Edge Region (TER), the transversal section of which increases in the direction of the trailing edge (13). Said trailing edge region (TER) preferably has a divergent form with a curved concave surface on its lower part.",2007,B63H   1/26; F03D   7/0244; F03D  11/00; F05B2250/324; F03D   1/0608; F03D   1/06; F03D  80/00; B63H   7/02; F03D   1/0641; F03D   7/0256; F05B2240/301; Y02E  10/721; F05B2250/712
267919485,EP20090733723,PELAGIC SUSTAINABLE ENERGY SYSTEM,NULL,2009,F05B2240/40; F05B2250/411; F03B  17/06; F03D  13/25; H02S  10/12; Y02E  10/22; Y02E  10/28; F03D   1/025; F03B  13/10; F03B  17/061; F03D   9/00; F05B2240/97; Y02E  10/725; F03D   9/25; F05B2210/18; Y02E  10/727; F03D   9/007; F05B2240/95
267920129,EP20090734367,PNEUMATIC MECHANICAL POWER SOURCE,NULL,2009,B60L  50/16; Y02B  10/20; Y02B  10/30; B60L   1/003; B60L2210/40; B60L2200/26; B60K   6/12; F03G   6/00; B60L  50/90; Y02T  10/6208; Y02T  10/7077; B60L  50/62; B61C   8/00; F01C   1/00; F02B  61/00; Y02T  10/7241; B60K   6/00; B60Y2400/15; B63H  21/165; F03D   9/00; Y02E  10/46; Y02T  10/6217
267920648,EP20090734886,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,NULL,2009,F03D   7/0204; B63B  39/03; B63B  39/06; B63B2035/446; F05B2240/95; E02B   9/00; F03D   9/25; F03D   9/257; F03D  17/00; Y02E  10/725; B63B  35/00; F03D  13/10; E04H2012/006; F03D  80/00; Y02E  10/22; E02B  17/04; Y02E  10/727; B63B   1/107; B63B2039/067; F03D  13/25; B63B  35/44; E02B2017/0091; F05B2240/93
267926267,US20080108248,Pelagic sustainable energy system,"The present invention provides a sustainable energy system for pelagic deployment that may comprise a frame, at least one wind turbine generator coupled to the frame, at least one pair of water turbine generators coupled to the frame, and a rotatable joint.",2008,F03D   1/025; H02S  10/12; Y02E  10/727; F05B2240/40; F03B  13/00; F05B2250/411; F03D   9/007; F05B2240/95; F03B  13/10; F05B2240/97; F03B  17/061; F03D   9/00; H02P   9/04; Y02E  10/725; F03D   9/25; F03D  13/25; F05B2210/18; Y02E  10/22; Y02E  10/28
268023472,EP20090162627,Device and method for offshore mounting for electricity-generating wind-turbine,"The present invention described an offshore gravity foundation (1) for mounting an upright construction such as a mast or components of an electricity generating wind farm such as a wind turbine generator, transformer or pole, comprising a lower section (2) having a wide base (6) configured to at least partly contact the sea bed, an upper section (3) which extends from the lower section (2), ending in an open flange (4) suitable for attachment to said wind turbine, which upper section is configured to extend above the level of the sea, which lower section (2) gradually narrows from the base (6) towards an interface (7) with the upper section (3), which base (6) is extended with a solid rim (5), whereby the rim (5) is disposed around the outside periphery of the base, configured to increase the surface of the foundation (1) contacting the sea bed and to receive solid ballast.",2005,E02B2017/0065; F03D  80/00; E02B  17/00; F03D  13/20; F03D   1/00; Y02E  10/727; F03D  13/22; E02B  17/02; E02B2017/0086; F03D  13/10; E02B  17/0017; E02B2017/0082; F05B2240/95; E02B  17/025
268084839,NL20092003012,"HYBRID OFFSHORE LARGE PILE - GRAVITY FOUNDATION FOR CONSTRUCTIONS, AND INSTALLATION METHOD THEREFOR.",NULL,2009,E02B2017/0039; E02D  27/52; E02B2017/0069; E02B  17/02; E02B2017/0065; E02B2017/0078; E02B2017/0091; F03D  13/22; F05B2240/95; Y02E  10/727; F03D   1/00
272964286,CN200910142883,Aerodynamic power generation system,"The invention relates to an aerodynamic power generation system, which consists of a general working bin at the upper part, relevant peripheral components, a general floating and sinking device at themiddle part, a general sliding shaft extended downwards from the general working bin, a water impeller at the lower part of the device and a weight tray at the bottom of the device. An exhaust pipe and an air inlet pipe are symmetrically arranged at both sides of the general working bin, the lower parts of the exhaust pipe and the air inlet pipe are both provided with control switches, and a generating set is arranged in the working bin. A bin entrance is arranged at the upper part of the device. An automatic water drainer is arranged on the general floating and sinking device, a sliding plate is arranged on the upper mouth edge of the water impeller, and all parts are positioned within a cylinder. The generation system fully utilizes current air to generate power for applying work by thecompression of a compressor, the air storage and the upper and lower buoyant force of the floating and sinking device and exhausts air finally. The generation system transforms aerodynamic force intoelectric energy which serves for human beings as a clean energy.",2009,F03D  80/00; Y02E  10/722; F03D   9/25; F03D  80/60; Y02E  10/725
273010726,CN200910148339,Integral truss-type offshore wind turbine support structure,"An integral truss-type offshore wind turbine support structure relates to the offshore wind turbine field. The support structure comprises three piles. The support structure is characterized by further comprising a truss-type wind turbine tower and a truss-type substructure of an outer frame body, which are composed of three upright posts arranged in equilateral triangles. The truss-type wind turbine tower and the truss-type substructure are connected by a flange, the lower end of each post of the truss-type substructure is provided with a pile leg which is connected with the posts of the truss-type substructure by a connecting rod A and a connecting rod B, the connecting rod A is a horizontal connecting rod positioned between the posts and pile legs, and the connecting rod B is an obliqueconnecting rod positioned between the posts and the pile legs; and the piles pass through the pile legs to penetrate into submarine soil so as to fix the truss-type substructure on a sea bed, and theupper ends of the piles are fixed with the pile legs by welding. As the integral truss-type structure is adopted as the support structure, the integral truss-type offshore wind turbine support structure has the advantages of good strength utilization ratio of materials, short construction period, low construction cost and structure cost, being suitable for various sea bottom conditions and wide applicable scope of water depth.",2009,F03D  13/25; F03D   1/00; Y02E  10/727
273092754,ES20010902660T,MAQUINA DE FLUIDO.,"Una m·quina de fluido (11; 30; 51; 81) que comprende: (a) un soporte (16; 62) de las aletas soportado de manera rotatoria; y (b) una pluralidad de aletas separadas (21; 61) conformadas sobre el soporte (16; 62) de las aletas en una pluralidad de emplazamientos circulares que sobresalen radialmente hacia fuera, (c) incluyendo cada una de las aletas (21; 61) un primer elemento de aleta (24; 64) que tiene una secciÛn transversal de perfil aerodin·mica y que se extiende radialmente hacia fuera desde una primera posiciÛn de fijaciÛn (p1) del soporte (16) de las aletas, teniendo un segundo elemento de aleta (25; 65) una secciÛn transversal de perfil aerodin·mico y que se extiende radialmente hacia fuera desde una segunda posiciÛn de fijaciÛn (p2) sobre el soporte (16; 62) de las aletas, siendo la segunda posiciÛn de fijaciÛn (p2) diferente de dicha primera posiciÛn de fijaciÛn (p1), y un tercer elemento de aleta (26; 66) que conecta radialmente los extremos exteriores de los primero y segundo elementos de aleta (24, 25; 64, 65), en la que el primer elemento de aleta (24; 64) difiere en al menos una relaciÛn de combadura y en una relaciÛn de paso desde el segundo elemento de aleta (25; 65).",2001,Y02E  10/721; F04D  29/38; F05B2260/96; F05D2260/96; B63H   1/265; F01D   5/14; F03D   1/0608; F04D  29/384; F03B   3/12; F03D   1/06
273116584,FR20090054882,EOLIENNE MARITIME A PYLONE AJUSTE VERTICALEMENT PAR CALAGE,"La prÈsente invention concerne une Èolienne maritime (1) comportant une embase (4) supportant un pylÙne (3) et un moteur ‡ vent (2), caractÈrisÈe en ce que : - ladite embase (4) comporte une cavitÈ tubulaire (4-4), une partie infÈrieure (6) dudit pylÙne (3) Ètant encastrÈe ‡ l'intÈrieur de ladite cavitÈ tubulaire (4-4) ‡ l'aide d'un dispositif permettant d'ajuster l'inclinaison de l'axe (ZZ') dudit pylÙne (3,6) par rapport ‡ l'axe (Z Z' ) de ladite cavitÈ tubulaire. - ledit dispositif d'ajustement de l'inclinaison dudit pylÙne dans ladite embase comprend : c) des moyens de calage (8) indÈpendants intercalÈs entre ladite partie infÈrieure du pylÙne (6) et ladite cavitÈ tubulaire (4-4), et d) des moyens de centrage (6-3,6-4) solidaires de ladite partie infÈrieure de pylÙne (6) et/ou de ladite cavitÈ tubulaire, situÈs ‡ l'intÈrieur de ladite cavitÈ tubulaire en dessous des dits moyens de calage, aptes ‡ maintenir en position fixe le point d'intersection de l'axe (ZZ') de ladite partie infÈrieure de pylÙne (6) et de l'axe (Z Z' ) de ladite cavitÈ tubulaire (4).",2009,E02D  27/425; E02D  27/52; E02D  27/42; F03D   1/00; F03D  13/22; Y10T  29/49316; F05B2240/95; E04H  12/085; E04H  12/22; F05B2240/97; Y02E  10/727; F03D  11/04
273131316,EP20080813556,AN ADJUSTABLE PROPELLER ARRANGEMENT AND A METHOD OF DISTRIBUTING FLUID TO AND/OR FROM SUCH AN ADJUSTABLE PROPELLER ARRANGEMENT.,NULL,2008,B64C  11/06; B63H   3/08; B63H   3/04; B63H   3/082; B64C  11/42; F03D   7/02
273198960,AT20090008010,Sink-float separation in rotary drum appts. - with mechanical discharge of sinks and floats from high density medium,"In a sink-float process (high density media segregation), the material to be dressed is conveyed to a rotary drum contg. high density separation medium and both the sedimentary matter and floating matter are discharged from the drum purely mechanically so that the high density medium remains essentially stationary. Used in the sink-float treatment of storage battery scrap, particularly the separation of casing fragments and metallic Pb. The process is carried out in a simple and compact appts. which can accommodate comparatively low throughput capacity. Heavy matter is constantly moved and kept in suspension. No circulation of high density medium is required. Sink-float separation of sedimentary matter and floating matter and the washing of the separated products are carried out in one appts. with a single drive.",2008,F01K  25/08; F03D   9/10; Y02E  10/725; Y02E  10/766; F03D   9/25; H02J   3/46; H02J   3/28; H02J  15/00; F03D   9/11; F05B2220/602; Y02E  10/763; H02J   3/386; Y02E  70/30; F05B2220/60
273222543,EP20090742408,FLOATING BUILDINGS,NULL,2009,B63B  35/38; Y02E  10/727; B63B2035/4426; Y02B  10/30; B63B  35/44; B63B   5/18
273227420,FR20090054884,"BATEAU DE TYPE CATAMARAN UTILE POUR L'ASSEMBLAGE, LE TRANSPORT ET LA DEPOSE AU FOND DE LA MER D'EOLIENNE MARITIME","La prÈsente invention concerne un bateau (110) de type catamaran utile pour la manutention, l'assemblage et/ou le transport d'Èoliennes maritimes (1), ledit bateau comprenant deux flotteurs latÈraux (111a-111b) constituant une structure flottante en forme de U, l'espace ouvert (105) entre les deux branches du U constituÈes par les deux flotteurs latÈraux est apte ‡ recevoir une embase, lesdits flotteurs Ètant ÈquipÈs de moyens de prÈhension (115a-115b,120-121,116a-116b) aptes ‡ rÈaliser la prÈhension de ladite embase (4) entre les deux dits flotteurs latÈraux, et lesdits moyens de prÈhension sont aptes ‡ rÈaliser une prÈhension de ladite embase ‡ au moins deux niveaux de prÈhension de hauteurs diffÈrentes.",2009,F03D  13/25; B63B  35/00; B63B  35/003; E02B  17/02; F03D  13/10; B63B  75/00; Y02E  10/727; F05B2240/95; F03D  13/40; F05B2240/932
273320197,DK2007PA00171,Dybvands offshore darrieus vindturbine med multifuntionelt led,NULL,2007,F03D   3/005; F16C2300/34; F16C2360/31; F03D  11/04; F03D  80/70; Y02E  10/722; F16C  32/0429; F16C2300/14; F05B2240/212; F16C  32/04; F05B2220/7068; H01F   7/0236; Y02E  10/725
273336982,CN200910051632,Installation equipment of above-water wind generator and construction method thereof,"The invention provides an installation equipment of an above-water wind generator and a construction method thereof, belonging to the technical field of above-water wind power generation, comprising ahoisting ship, a transportation barge, a hoisting machine, a hoisting ring, a telescopic floating cylinder, an inflation device, a supporting leg and a lifting device, wherein four supporting legs are fixedly arranged below the hoisting ship; the circumference of the hoisting ship is fixedly provided with a plurality of telescopic floating cylinders; the hoisting machine is fixedly arranged vertically right at the center of the upper deck of the hoisting ship; 2-10 hoisting rings are symmetrically and fixedly arranged at two sides of the hoisting machines on the upper deck of the hoisting ship respectively; the hoisting rings are connected with the back rods of the hoisting machine by wire ropes; and the circumference of the transportation barge is provided with the telescopic floating cylinders and the inflation device. The installation equipment can carry out the installation operation of the marine wind power generation towel pile foundations and fans within 0.3-5m of water depth,greatly improve the installation efficiency of the marine wind power generation towers and reduce the construction cost of the marine wind power generation fields.",2009,B63B  27/16; Y02B  10/70; B63B  39/00; B63B  35/00; F03D  13/10; Y02B  10/30; F03D  13/20; B63B  35/28; F03D  13/40; Y02E  10/725
273338028,CN200810104766,Anti-tilting suspended wind turbine unit,"The invention discloses an anti-tilting suspended wind turbine unit, and relates to wind power generation technology. The unit comprises a wind wheel, a tower frame, a floater, a diagonal steel cable,a balancing lever and a positive stretching elastic steel cable, wherein a windmill is fixed on the floater, the floater is tied to a diagonal concrete pier on the sea bottom by the diagonal steel cable with certain elasticity, the balancing lever is fixed under the floater, the lower end of the balancing lever is tied to a positive stretching concrete pier on the sea bottom under the balancing lever by the positive stretching elastic steel cable, the positive stretching elastic steel cable is stretched to produce a pulling force F once the wind velocity is higher and the unit has larger inclination, and the pulling force F can force the unit to restore to the normal position. The suspended wind turbine unit has an anti-tilting function to ensure that the whole tilting, even machine destroying accidents of the wind turbine unit can be avoided when the offshore suspended wind turbine unit runs under the working condition of higher wind velocity, and improve the operational safety performance of the offshore suspended wind turbine unit.",2008,F03D   9/25; F03D  13/25; Y02E  10/727
273343662,CN200920099006U,Louvered wind-driven generator,"The utility model relates to a louvered wind-driven generator, which comprises a lever rod, an outer ring, an inner ring, a cable wind-preventing plate, a power generator, an electric wire output upper hole, a bedplate, a wind direction positioning rudder, a speed increase gearbox, a sliding contact hole, a wind wheel base bearing sleeve, a fixing sliding plate, an upright shaft, a connecting plate, an observation hole, an upright post, a ground anchor lacing wire, a lacing wire base, an upright post base, a flexible ground anchor suspension link, an electric wire output lower hole, a ground anchor connecting plate, a lacing wire, a bearing sleeve, a lacing wire connecting plate, a pillar, a pillar base and a wind wheel main bearing sleeve. One end of the cable wind-preventing plate is mounted on the outer ring, and the other end thereof is mounted on the inner ring; one end of the inner ring is mounted on the lever rod, and the other end thereof is mounted on the wind wheel main bearing sleeve; and the wind wheel base bearing sleeve, the speed increase gearbox, the power generator and the wind direction positioning rudder are mounted at the upper part of the bedplate respectively, and the upright shaft is mounted at the lower part of the bedplate. The louvered wind-driven generator has the advantages of reasonable structural design, massive cable wind-preventing plates, large cable wind-preventing area, synchronization with the wind direction, and strong damage resistance and wind resistance due to installation of the ground anchor lacing wire.",2009,Y02E  10/72; F03D   9/25; F03D   1/00
273355448,KR20080012676U,Vessel with wind generator,NULL,2008,B63H   9/06; F03D   3/02; F05B2240/21; F03D   3/0409; F03D   9/00; F03D   9/25; Y02E  10/72; Y02E  10/74; B63H   9/00
273371562,JP20080100169,"SPAR-TYPE FLOATING BODY STRUCTURE FOR WIND POWER GENERATION ON OCEAN, MANUFACTURING METHOD OF THE SAME, AND INSTALLATION METHOD OF THE SAME","<P>PROBLEM TO BE SOLVED: To provide a spar-type floating body structure for wind power generation on the ocean, a manufacturing method of the same, and an installation method of the same, reduced in weight, with large restoring force and short-term manufacturing. <P>SOLUTION: This spar-type floating body structure 1 for the wind power generation on the ocean includes: a hollow lower floating body 3 formed by joining upper and lower lid bodies 10, 11 to cylindrical precast concrete blocks 7 continuously placed between the lid bodies by PC steel material 12; a hollow upper floating body 2 composed of an upper lid 15 and precast concrete blocks 13 smaller in a diameter than the precast concrete blocks 7 and joined to the lower floating body 3 by the PC steel material 12; and a ballast tank 6 joined to the lower surface of the lower floating body 3 through connecting steel pipes 5. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2008,F03D  13/25; F03D   9/00; F03D  11/04; Y02E  10/725; B63B   9/06; B63B  35/44; Y02E  10/727; B63B   5/20; B63B  35/00; Y02P  70/523
273454965,NL20091037214,WERKMETHODE EN HEFPLATFORMUITVOERING OM FUNDATIES E.D. IN WOELIGE ZEE TE PLAATSEN.,NULL,2009,F05B2240/95; F03D   1/00; F03D  13/40; E02D  27/52; F03D  13/22; Y02E  10/727
273458125,NL20092003170,METHOD OF MOUNTING OR DISMOUNTING A WINDMILL AT SEA AND MOVEABLE PLATFORM TO BE USED WITH SAID METHOD.,NULL,2009,F05B2240/95; F03D   1/00; F05B2240/96; Y02E  10/727; Y02P  70/523; F03D  13/10; F05B2230/6102
273465012,KR20070140351,EARTH DEVICE FOR WIND TURBINE,"A grounding apparatus of an aero-generator is provided to contact lightning stroke current and shaft current to the ground through a sliding contactor. A grounding apparatus of an aero-generator comprises a rotor blade, a set-up gear(10) which is connected to the shaft of the rotor blade, a power generator(20) which is connected to the set-up gear, a nacelle wherein the rotor blade is installed in the front end thereof and the set-up gear and power generator are formed, a tower wherein the nacelle is installed on the top thereof and which is anchored to the surface, and a sliding contactor(30) which is installed in the principal axis brake disk between the power generator and the set-up gear.",2007,F03D  11/00; F03D  80/85; H02K   7/10; F03D  80/82; Y02E  10/722; F03D  80/80
273497842,EP20090750017,"WING-TIP DEVICE FOR THE TIP OF A WING, THE BLADE OF A WIND GENERATOR OR OF A MARINE GENERATOR FOR REDUCING OR EVEN CANCELLING WHAT ARE KNOWN AS WING TIP VORTICES",NULL,2009,B64C  23/06; Y02T  50/164; Y02E  10/721; F03D   1/065; F15D   1/10; B64C  23/065; F05B2240/30
273504435,US20090469497,Signal device for offshore wind farm,"An offshore wind farm can include at least two wind energy installations for generating electrical power from wind, at least two acoustic warning devices, and a visibility measuring device for detecting visibility. After detection of a visibility below a visibility limit value, an activation signal can be applied to the at least two acoustic warning devices. One or more synchronization modules can be provided which determine the points in time of the acoustic signals to be emitted by at least one of the acoustic warning devices in relation to the acoustic signals of the other acoustic warning devices. Accordingly, this facilitates the navigation along an offshore wind farm and enables safe circumnavigation. Also, the impression of a contiguous area can be conveyed to the ships by the synchronized emission of the warning signals.",2009,G01W   1/00; F03D  80/00; F05B2270/404; Y02E  10/72; F05B2240/96; F03D  80/10
273505603,US20080175822,Compressor airfoil,"A compressor component having an airfoil with a profile in accordance with Table 1 is disclosed. The compressor component, such as a compressor blade, has an increased thickness over a portion of the airfoil span in order to increase stiffness. Furthermore, the airfoil has been restacked so as to induce a compressive stress in the blade root/attachment area. The increased stiffness and restacked airfoil combine to improve high-cycle fatigue capability of the compressor component.",2008,F01D   5/141; B63H   7/02; B64C  11/16; B64C  27/46; F01D   5/14; F03B   7/00; F04D  29/38; B63H   1/26; F03B   3/12; F05D2220/3216; F03D  11/02
273551223,KR20047000201,A FLOATING PLANT FOR GENERATING ENERGY FROM WATERCURRENTS,NULL,2002,F03D   9/00; H02K  16/00; F03B; F03B   1/00; F03B  17/06; F05B2240/97; B63B2035/4466; F03B  13/26; F05B2240/40; H02K   7/18; Y02E  10/223; Y02E  10/38; B63B  35/44; E02B2017/0091; Y02E  10/28; F03B   1/02; F03B  13/10; F05B2210/16; F05B2260/72; F03B  11/00; F03B  13/00; F03B  17/061; H02K   7/1823; H02K  16/005; Y02E  10/725
273556307,CH20050001881,"Continuous bendable profile for aerodynamic or hydrodynamic lift generation for e.g. wing generator, has bearing moving in perpendicular planes parallel to axis by rotating rods, so that profile bends by elastic bending of upper surfaces","The profile has two rods (A) including a projection-sided bearing (B) that is pivotable about a vertical axis (H) parallel to a symmetrical plane (Q) in order to allow a pivoting movement. Rear ends (AH) of the rods are guided in another bearing (C) close to an outlet edge (4). The latter bearing is guided in a flow direction (L) into upper surfaces (2, 3) i.e. plankings, and allows rotatable and pivotable movement of the rods. The latter bearing moves in perpendicular planes parallel to the axis by rotating the rods, so that the profile bends by elastic bending of the upper surfaces.",2005,B63H   9/061; F03D   3/062; B64C   3/48; F05B2240/311; Y02E  10/74
273625413,CN200910087230,Device for piling and preventing slant at upper part of riser pipe,"The invention provides a device for piling and preventing the slant at the upper part of a riser pipe, characterized in that the device comprises bails, movable hooks and a sleeve, a hammer cap sleeveis arranged at the top of the riser pipe, a plurality of bails are symmetrically arranged at the outer margin of the open end of the hammer cap, movable hooks are symmetrically arranged at the outerwall of the upper end of the sleeve and are corresponding to the bails, the sleeve is sleeved at the external side of the riser pipe and hung at the lower end of the hammer cap via the movable hooks and the bails. The inventive device mainly comprises bails, hooks, the circular sleeve and the like, the device has simple structure and convenient operation construction, can solve the actual production difficult problem, further reduces the risk of the offshore operation. The invention effectively solves the problem that the canal at the middle and upper part is inclined by the vibrating of the driving hammer in the piling process, guarantees the succeeding of the piling operation and the quality of piling, and can be widely used in the large-sized engineering such as offshore petroleum welldrilling, wind power generation platform establishment, deepwater harbor shipside, cross-sea railway, cross-sea bridge and the like.",2009,E02D   7/02
273644062,EP20090177815,A modular rotor blade and a method for assembling a modular rotor blade,"A blade module (100) of a modular rotor blade (5) comprising a hollow fiber composite body (150) which extends along a longitudinal blade axis and at least one inlay (10) located at or near a longitudinal end of the fiber composite body (150) is provided. The inlay (10) includes a receptacle (11) which is adapted to receive a threaded fastener (80) and an anchoring portion (12) anchored to the fiber composite body (150). Further, a modular wind turbine rotor blade (5) which includes at least two blade modules (100, 200) and a method for assembling a modular wind turbine rotor blade (5) are provided.",2009,F05B2240/302; F03D   1/06; Y10T  29/49337; F03D   1/0675; Y02E  10/721; Y10T  29/49321
273696724,ES20030704591T,INSTALACION DE ENERGIA EOLICA.,"InstalaciÛn de energÌa eÛlica con una torre (2) que aloja un soporte (7) apoyado en un cojinete de pivote (8), alojando el soporte (7) por su lado al menos una unidad de rotor (3), que se sit˙a en un plano desplazado respecto a la torre y el soporte (7) debe posicionarse de forma que la unidad de rotor (3) puede posicionarse en un punto lo m·s profundo posible, que est· previsto un dispositivo de descuelgue (13), mediante el que se baja la unidad de rotor (3) del soporte (7) y puede conducirse hasta Èste para la fijaciÛn, y que el dispositivo de descuelgue (13) est· configurado dentro del soporte (7).",2003,Y02P  70/523; F03D   1/02; F03D  13/20; F03D  13/25; F03D  80/70; Y02E  10/727; E02B2017/0091; F03D   1/00; F03D  11/04; F03D  80/50; F05B2240/95
273718037,US20090461396,Oscillating energy capture mechanism,"Multiple pivots are mounted vertically or horizontally within a rotary or stationary support structure or platform. The pivots are interconnected via members, and between these pivots, a flexible sheet of material is suspended. The mechanism operates via oscillation of a flexible sheet that captures the energy in a fluid flow, and converts it into mechanical motion. The interconnected pivots act in synchronization to vary the angle of attack of the flexible sheet, creating low pressure (lift) areas that impart force into the pivots which then move in an oscillating manner, outputting the energy captured to an energy conversion device. An alternate embodiment makes use of anchors and suspension structures that suspend the entire embodiment in the middle of a fluid flow, and enable remote connection to surfaces not immediately near the location of the device.",2009,F05B2210/16; F05B2240/97; F03B  17/00; F03D   5/06; Y02E  10/20; F03B  13/10
273719858,US20080135992,System and method for transporting wind turbine tower sections on a shipping vessel,In a system and method for transporting wind turbine tower sections on a shipping vessel a pair of support members is secured to a first wind turbine tower section generally at opposite ends of the first tower section. Another pair of support members is secured to a second wind turbine tower section generally at opposite ends of the second tower section. A pair of elongate mounting members is secured on a support surface of the shipping vessel in spaced relationship with each other. One of the support members of the first tower section and one of the support members of the second tower section are secured to one of the elongate mounting members. The other one of the support members of the first tower section and the other one of the support members of the second tower section are secured to the other one of the elongate mounting members.,2008,B63B  25/28; Y02E  10/727; F03D  13/40; B60P   1/00; B60P   7/12; B63B  35/003; F05B2260/30
273719891,US20080156927,Self-adjusting wind turbine generator blade,"A self-adjusting blade for wind turbine generator or windmill will change width of blades according to wind speed to optimize efficiency. The windmill comprises a brace, rib tubes, cylinders, cylinder holders, hose holders, non-movable shells, and movable shells. The movable shells and rib tubes are organized like extendable antennas of portable radios. The movable shells are moved and held by cylinders. There are sets of hose holder for hoses and wires for cylinders. A micro-controller controls cylinders to move the movable shells according wind speed.",2008,F03D   1/06; F01D   5/12; F03D   7/0244; Y02E  10/721; B63H   1/06; F03D  11/00; F05B2240/313; F05B2260/79
273719896,US20080134384,Rotor assembly for a wind turbine and method of assembling the same,"A rotor assembly is provided that includes a hub rotatable about an axis of rotation. The assembly also includes a plurality of rotor blades spaced circumferentially about the hub. Each of said rotor blades extends from a blade root to a blade tip such that said plurality of blades are rotatable through a plane of rotation extending about said axis of rotation, said plane of rotation is defined as substantially perpendicular to said axis of rotation, wherein each of said blade roots is coupled to said hub, wherein each of said blade tips is offset a distance upstream from said plane of rotation.",2008,F03D   9/00; Y10T  29/49316; B23P  15/04; F01D   5/14; F05B2250/314; F03D   1/06; F03D   1/0608; F05B2250/71; B63H   1/20; Y02E  10/721; F05B2250/232
273828115,DK20030704591T,VindenergianlÊg,NULL,2003,F03D   1/02; F03D   1/00; F03D  11/04; F03D  13/20; F03D  80/50; F03D  80/70; F05B2240/95; E02B2017/0091; Y02P  70/523; F03D  13/25; Y02E  10/727
273842837,DE20092011950U,", automatischer Hˆhenregulierung, Kleinwindkraftanlagen und Photovoltaik",NULL,2009,F05B2240/133; Y02E  10/727; F03B   7/00; F03D   9/008; H02S  10/12; F03B  17/063; F03D   9/007; F03D  13/25; Y02E  10/28; F05B2240/40
273846152,US20070299904,Rotor blade for a wind energy installation,"A rotor blade for a wind power installation, has at least a first component and a second component. The first component has a rotor blade tip and the second component has a rotor blade root. The first and second components are in the form of separate parts for jointly forming the rotor blade. The first component is of at least a first material and the second component is of at least a second material.",2007,F03D   1/0675; F05B2280/6013; F03D   3/06; F05B2280/1021; F05B2280/1071; B63H   1/20; F03D   1/0683; F05C2253/16; B63C  11/04; F03D   1/06; F03B   3/12; F05B2260/301; F05C2201/021; F05C2201/0448; Y02E  10/721
273846953,US20060917336,Ship,"There is provided a ship, in particular a cargo ship. It has a plurality of Magnus rotors, wherein associated with each of the plurality of Magnus rotors is an individually actuable electric motor (M) for rotating the Magnus rotor, wherein associated with each electric motor (M) is a converter (U) for controlling the rotary speed and/or the rotary direction of the electric motor (M).",2006,H02K   7/18; B63B  27/14; B63H   1/14; B63H  25/06; F03D   9/00; H02P   5/00; B63B  19/197; B63H  21/17; B63B  35/00; B63H   9/02; Y02T  70/5236; B63B   3/56; B63B  27/16; B63B  29/02; F03D   3/00; Y02T  70/58; B63B  27/10
273861471,AU20080262617,A wind-power unit with vertical axis and method for production of a foundation for same,"The invention relates to a wind-power unit with a wind turbine, a generator with vertical axis (8, 9, 10). A supporting pillar (2) supports the wind turbine and a foundation (3) is arranged for the supporting pillar (2). According to the invention, the stator (8, 9) of the generator (8, 9, 10) is integrated with the foundation (3). The invention also relates to an electric mains connected to a wind-power unit according to the invention. The invention also relates to a method in the production of such a foundation. According to the method, the stator is built together to a generator having the foundation. The invention furthermore relates to use of the wind-power unit to generate electrical energy.",2008,F03D   3/00; F03D  13/10; F03D  13/22; F05B2240/95; H02K   1/185; H02K   7/183; E02D  27/42; F03D   9/00; F03D  13/20; F03D   9/25; Y02E  10/727; E02D  27/425; F05B2220/706; Y02E  10/725; Y02P  70/523
273877022,CN200910141076,Signal device for offshore wind farm,"The present invention relates to a signal device for offhore wind farm. An offshore wind farm can include at least two wind energy installations for generating electrical power from wind, at least two acoustic warning devices, and a visibility measuring device for detecting visibility. After detection of a visibility below a visibility limit value, an activation signal can be applied to the at least two acoustic warning devices. One or more synchronization modules can be provided which determine the points in time of the acoustic signals to be emitted by at least one of the acoustic warning devices in relation to the acoustic signals of the other acoustic warning devices. Accordingly, this facilitates the navigation along an offshore wind farm and enables safe circumnavigation. Also, the impression of a contiguous area can be conveyed to the ships by the synchronized emission of the warning signals. The invention also relates to methods thereof.",2009,Y02E  10/72; F03D  11/00; F03D  80/00; F03D  80/10; F05B2240/96; F03D   7/00; F03D   9/00; F05B2270/404
273883158,CN200820157822U,Grillage-type bearing platform wind power generation tower pile foundation,"The utility model relates to a foundation architecture of the wind power generation tower, in particular to a grillage-type bearing platform wind power generation tower pile foundation, which consists of piles, a bearing platform base plate, eight cantilever beams, edge beams, anchor bolts, small bearing platforms, a concrete cushion and a concrete foundation center tube, wherein the eight cantilever beams extend out of the concrete foundation center tube to form a grillage shape; the concrete foundation center tube is positioned on the center of the grillage shape; the outer end of each cantilever beam is provided with a small bearing platform, and the small bearing platforms on the outer ends of the cantilever beams which are parallel are connected by the edge beams; the pile extends into the bearing platform by a certain depth; the small bearing platforms, the cantilever beams and the concrete foundation center tube are fixed on the bearing platform base plate; the concrete cushion is arranged under the bearing platform base plate; and the anchor bolts are uniformly buried in the tube wall of the concrete foundation center tube, and each anchor bolt forms an anchor bolt group, the top of the anchor bolt group is provided with an anchor bolt top plate, adjusting nuts are arranged under the anchor bolt top plate, and the top surface of the anchor bolt top plate is parallel and level to the top of the tube wall of the concrete foundation center tube. The utility model can improve the bending resistance efficiency of the pile foundation, thus reducing the concrete consumption of the bearing platform.",2008,E02D  27/42
273883574,CN200820139674U,Intelligent high-power windmill,"The utility model relates to an intelligent high-power windmill, which comprises three or a plurality of vanes, wherein the bottom surface of the windmill vane is movable, and a hinge arranged at the upper edge of the bottom surface of the windmill vane is connected with the lower edge of a vane frame; or the part of more than half of the bottom surface of the windmill vane is provided with a rotating shaft, and the bottom surface of the windmill vane unidirectionally turns nearly 90 degrees upward to allow air flow to pass unidirectionally; and the contact surface of the bottom surface of the windmill vane and the edge of the frame is provided with a damping rubber-plastic strip with a groove. The utility model has the advantages that: a driving device can be arranged at the lower part of a pole, thereby facilitating the maintenance and reducing the cost, and the work done efficiency of the single-unit vane of the windmill is improved; the intelligent high-power windmill is of a vertical axis type windmill, and therefore, the transmission ratio is very suitable for being used as a marine power, the wind from any direction on water can drive a propeller to do work so as to achieve sailing against the wind.",2008,Y02E  10/74; F03D   3/00; F03D   3/06; F03D  80/00
273890311,EP20090764288,INTEGRATED GENERATOR DEVICE FOR PRODUCING ENERGY FROM ZERO-EMISSION RENEWABLE ALTERNATIVE SOURCES RESPECTING AND PRESERVING THE ENVIRONMENT,NULL,2009,F03D   9/008; F03D   9/10; F03D  13/25; B63B  21/50; F03B  13/16; F03D   9/12; F05B2240/93; F03D   9/007; Y02E  10/725; F03B  13/14; B63B2035/4466; Y02E  10/38; Y02E  60/16; F03D   9/25; Y02E  10/465; Y02E  10/727
273944491,EP20090766092,"STRUCTURE FOR THE OFFSHORE INSTALLATION OF AT LEAST ONE WIND TURBINE OR UNDERWATER GENERATOR, AND METHODS FOR TRANSPORT AND OFFSHORE INSTALLATION OF AT LEAST ONE WIND TURBINE OR UNDERWATER GENERATOR",NULL,2009,B63B  35/00; B63B  35/003; F03D  13/10; F03D  13/40; E02B  17/06; Y02E  10/727; E02B2017/0091; F03D  11/04; F05B2240/95; E02B  17/00; E02B  17/0818; B63B  27/04
273945289,EP20090766890,SUPPORT STRUCTURE FOR USE IN THE OFFSHORE WIND FARM INDUSTRY,NULL,2009,E02B2017/0065; F03D  13/10; E02B2017/0091; F03D  11/04; F05B2240/95; Y02E  10/727; E02B  17/027; F03D  13/22; Y02P  70/523; F03D   1/00; E02B  17/025; E02B2017/0039
273951701,EP20090180845,Method for constructing a foundation for a wind power generation system,"The condition of a seabed 200 and the condition of tidal currents near the seabed 200 are investigated in advance to examine the number of filter units (FUs) 50 and the position where the FUs 50 are to be installed. Then, piles 12b as a base of a foundation are provided so as to be supported by a bearing layer. A plurality of FUs 50 are installed in close contact with each other between the seabed 200 and each pile 12b. Then, a formwork 12e for a base slab portion 12a is installed on the upper ends of the piles 12b. Concrete is placed in the formwork 12e to form the base slab portion 12a. Then, a tower 11 is fixed to the upper end of the base slab portion 12a.",2009,E02B2017/0091; F05B2240/95; B63B  21/26; F03D   1/00; F03D  13/22; Y02E  10/727
273951711,EP20090180850,Method for protecting submarine cable and submarine long tube,"At a location where a submarine cable 20 is to be installed, the condition of a seabed 200 and the condition of tidal currents near the seabed 200 are investigated in advance to examine the number of filter units 50 and the position where the filter units 50 are to be installed. First, the submarine cable 20 is installed on the seabed 200. Then, the filter units 50 are installed so as to cover the submarine cable 20 installed on the seabed 200.",2009,F16L   1/123; F03D   9/02; H02G   9/02; F03D  13/22; H02G   9/025; Y02E  10/72; Y02E  60/17; F03D  13/25; F03D   9/25; F03D   9/14
273951723,EP20090180856,Method for planarizing unevenness of the seabed,"At a location where unevenness 1000 is present, the condition of a seabed 200 is investigated in advance to examine the respective numbers of large filter units 51 and small filter units 52 to be used, and the position where the large filter units 51 and the small filter units 52 are to be installed. Based on the investigation result, the small filter units 52 are installed on the bottom of the unevenness 1000. The large filter units 51 are installed on the upper surface formed by the installed small filter units 52, and are leveled so that the upper surface formed by the installed large filter units 51 becomes flush with the seabed 200.",2009,F16L   1/16; Y02E  10/727; H02G   9/025; E02B2017/0091; F05B2240/95; H02G   1/10; E02B2017/0039; E02D  15/10; E02D  27/42; E02D  27/52; F03D  13/22; F16L   1/12
273984777,NL20092003465,WERKWIJZE VOOR HET INSTALLEREN VAN EEN WINDMOLEN.,NULL,2009,B63B  39/02; B63B  35/00; B63B  35/003; B63B  39/03; Y02E  10/727
273990685,US20080163397,Structural and acoustical vibration dampener for a rotatable blade,A structural and acoustical vibration dampener for a rotatable blade comprises a layer of structural/acoustic damping material coupled to at least a portion of the blade. A fan blade comprises a structural layer and a layer of damping material coupled to at least a portion of the structural layer. A method of applying a structural and acoustical vibration dampener to a fan blade comprises identifying a region on the fan blade and securing the structural/acoustical vibration dampener to the fan blade over at least a portion of the region.,2008,F04D  29/38; F03B   7/00; F04D  29/668; Y10T  29/49318; B63H   7/02; F01D   5/14; B23P  15/04; F01D   5/16; F01D   5/20; B21D  53/78; F01D   5/08; F03D  11/02
274001216,JP20080134354,"STRUCTURE OF CONNECTION BETWEEN FOUNDATION AND SUPERSTRUCTURE FOR OFFSHORE WIND POWER GENERATION, AND METHOD FOR INSTALLATION OF SUPERSTRUCTURE","<P>PROBLEM TO BE SOLVED: To provide a structure of connection and a method for installation for offshore wind power generation by which, in connecting the superstructure to the foundation in severe oceanographic conditions, the superstructure of a wind turbine tower can be connected safely to the top of the foundation in a relatively short period of time, and accuracy, strength, or the like in the connection can be secured easily. <P>SOLUTION: On the top surface center of the seabed fixed foundation 2, a projection 10 for connection such as a pin pile and the like made of steel, and a connection hole 11 formed at the bottom of a wind turbine tower 3 are functioned as devices for insertion guide-positioning in the connection work. An insertion guide plate 20 is inserted between a pair of right and left guide plates 21, 21. In a state that fastening flanges 13, 12 are separated, the side of the insertion guide plate 20 is pushed by a pushing device 22 to slightly rotate the wind turbine tower 3 in the circumferential direction so that bolt holes for the connection flanges 13, 12 are aligned with each other to screw the superimposed fastening flanges 13, 12. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2008,F03D   9/00; F03D  11/04; Y02E  10/725; E04B   1/24
274062011,US20070311526,Wind and wave power generation,The present invention provides a wind and wave power generation system including a platform (12) and a wind turbine (16) rotatably mounted on a tower (32) and provided with an actuator (34) for changing the yaw angle of the turbine blade (38) relative to said tower (32). The system further includes a sensor (118) for detecting at least yaw motion of the platform and a controller (56) for causing actuation of the actuator (34) to cause movement of the rotor so as to at least partially correct detected yaw motion.,2007,F03D   7/02; F03D   7/0204; F03D  13/20; F03D  13/25; Y02E  10/32; Y02E  10/723; F03D   9/25; Y02E  10/38; B63B  35/00; B63B  43/04; F03B  13/142; F03B  13/24; F03D   9/00; F05B2240/93; B63B2035/446; F05B2240/95; Y02E  10/727
274081438,CN200920136291U,Electric generator provided with impellers,"The utility model discloses an electric generator provided with impellers, comprising a rotating part and a static part, wherein the rotating part comprises a rotor, and the static part comprises a stator; the electric generator also comprises an impeller structure, the impellers and the rotor of the electric generator are integrated, and the impellers are arranged on the rotor. The electric generator has the advantages that as the impellers and the electric generator are integrated into a whole, a speed increasing device does not need to be arranged between the impellers and the electric generator like the prior art when the electric generator is applied to a power generating system, and the defects of cost increase, fault rate increase and high maintenance cost, which are caused by the speed increasing device in the prior art can be overcome. The electric generator provided with the impellers is applicable to various power generating systems of wind power, ocean current, tide, low-water-head river and the like.",2009,F03D   3/06; Y02E  10/74; F03D   9/25
274087518,EP20090775346,REMOVABLE OFFSHORE WIND TURBINES WITH PRE-INSTALLED MOORING SYSTEM,NULL,2009,F03D   1/00; F03D  80/50; Y02E  10/727; B63B2035/446; Y02E  10/38; B63B  21/50; F03D  11/00; F03D  13/10; F03D  13/40; F03D  80/85; F03D  13/25; F05B2240/93; B63B  35/44; F03D  80/00; F05B2240/95; Y02E  10/725; F03D   9/25
274100097,EP20090776169,A METHOD FOR ERECTING A WIND TURBINE ON AN OFFSHORE SITE AND A VESSEL FOR ERECTING A WIND TURBINE ON AN OFFSHORE SITE,NULL,2009,B66C  23/52; B63B  35/00; F03D  13/10; F03D  13/40; B63B  27/16; E02B2017/0043; Y02E  10/727; B63B  35/003; E02B2017/0091; F05B2240/95; B66C  23/185; F03D   1/00
274104281,EP20090778261,METHOD FOR THE PRODUCTION OF AT LEAST ONE SUBASSEMBLY of OFFSHORE WIND POWER STATIONS,NULL,2009,B66C  23/185; F03D  13/22; Y02E  10/727; Y02P  70/523; F03D  11/04; F03D   1/00; F05B2240/95; F03D  13/10
274117469,EP20090784855,METHOD AND APPARATUS FOR TOWING OFFSHORE WIND TURBINES,NULL,2009,F03D   1/00; Y02E  10/727; F03D  13/10; F03D  13/40; Y02E  10/721; Y02E  10/726; B63B  21/00; F03D  13/20; B63B  75/00; F05B2240/95; B63B  35/44
274147049,CN200780037324,Energy extraction method and apparatus,"A method and apparatus for extracting energy from wind and wave motion using a common floating platform comprising a ship hull (10) which is moored in an offshore location and which supports wind turbines (27) for extracting energy from wind and wave energy extraction devices (12) positioned at least at one side of the hull (10) for extracting energy from wave motion relative to the hull (10). The method and apparatus may also use water current energy extraction devices. The hull (10) may also support a desalination plant (45) which uses the energy generated from the wind, wave and water current energy extraction devices.",2007,F03B  13/142; F03D   9/00; F03D   9/008; F03D   9/25; Y02A  20/144; Y02E  10/28; B63J   3/04; E02B   9/08; Y02E  10/727; F03B  13/24; F03B  17/063; F03D  15/10; Y02E  10/32; Y02E  10/38; F05B2220/62; B63J   1/00; F03B  13/14; F05B2240/931; Y02A  20/141; F03D  13/25
274154890,EP20100150606,"Method of providing a foundation for an elevated mass, and assembly of a jack-up platform and a framed template for carrying out the method.","The invention relates to an efficient method of providing a foundation for an elevated mass, such as the jacket of a wind mill, the foundation comprising a plurality of piles, driven into a substrate according to a geometric pattern. The method comprises providing an assembly of a jack-up platform and a framed template, the template having a plurality of interconnected sleeve guide members for receiving the piles, arranged according to the geometric pattern, and means for slidably moving it along the spud poles of the platform. The framed template is lowered along the spud poles from an in-operative position close to the deck of the platform towards the substrate, and piles driven into the substrate through the sleeve guide members of the template. The invention also relates to a framed template and to an assembly of a jack-up platform and a framed template, adapted for carrying out the method.",2010,E02D  27/52; E02D  27/50; F03D  13/22; E02B  17/08; Y02E  10/727; E02D  27/42; E02B2017/0091; F05B2240/95
274172266,GB20090019419,Pivoting deck vessel,"The present invention relates to a vessel 1 comprising a deck (6, Fig 1a) including a pivoting portion 8. The pivoting portion has a pivot end 10 connected to the deck by a pivot having its axis transverse to the bow to stern axis of the vessel. The pivoting portion also has a docking end 12, at or projecting beyond either the bow or the stern of the vessel, the docking end is distal to the pivot end, and is formed and arranged for connecting to a structure 18 in use of the vessel. The pivoting portion of the deck allows the vessel of the invention to connect with or dock to a structure, such as, for example the mast of an offshore wind turbine device and can allow safer transfer of personnel or equipment from the vessel to the structure.",2009,B63B   3/48; B63B  21/00; B63B  27/14; B63B  27/143; B63B  27/30
274179358,US20080448912,Reinforced blade for wind turbine,"The present invention relates to a reinforced blade for a wind turbine, and in particular to a wind turbine blade comprising a shell having a section with an aerodynamic profile, and at least one internal reinforcing floor connected inside the shell and extending substantially along the profile chord in order to increase the strength of the blade and to prevent or reduce deformations of the surface of the blade caused by edgewise and flapwise loading of the blade structure.",2008,Y02E  10/721; F05B2260/96; B23P  15/04; Y10T  29/49339; F03D   3/06; Y02E  10/74; F03D   1/0675; F03D   3/062; B63H   1/26; F03D   1/06
274179360,US20080169194,Acoustical vibration dampener for a rotatable blade,"An acoustical vibration dampening system for a rotatable blade comprises at least one section of a rotatable blade and a layer of acoustic damping material coupled to a portion of the at least one section of a rotatable blade. A fan blade comprises a first structural section of a fan blade, a second structural section of the fan blade, and a layer of acoustic damping material provided between the first structural section and the second structural section of the fan blade. A method of making a fan blade with acoustic damping comprises forming at least two sections of a fan blade, and disposing an acoustical vibration dampener between the at least two sections of the fan blade.",2008,F01N   1/24; B63H   1/26; F03B   3/12; F03D  11/02; B23P  15/04; B64C  11/24; F01D   5/18; B63H   7/02; B64C  11/16; B64C  27/46; F01D   5/14; F03B   7/00; Y10T  29/49337; F01D   5/16
274210897,US20090564141,Wind power installation pylon interior,"A wind power installation comprising a pylon comprising a pylon, a generator supported by the pylon and rotor blades coupled to the generator. The wind power installation further includes a first door to allow entrance into and exit from the interior of the pylon, a first level disposed in the interior of the pylon and directly accessible via the first door, the first level having a lock space including living quarters or sanitary equipment disposed therein. In addition, the wind power installation includes a second door disposed between the lock space and other portions of the interior of the pylon, wherein the second door is moisture-tight, a second level, disposed in the interior of the pylon and accessible via the second door, and a power module including a transformer housed in a moisture-tight container and electrically coupled to the generator, wherein the power module is disposed in the other portions of the interior of the pylon.",2009,Y02P  70/523; F03D  13/20; F03D  13/25; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; H01F  27/085; F03D  13/10; F03D  11/00; F05B2260/64; F03D   1/00; F03D   9/25; F03D  13/22; F05B2230/60; F05B2240/14; Y02E  10/727; F03D  11/04; F03D  80/60; F05B2240/95; E04G  11/00
274240846,CN200920013185U,Square pressure-bearing type grid embedded type wind electric power generation tower foundation of wind generating set,"The utility model relates to a wind electric power generation tower foundation, in particular to a square pressure-bearing type grid embedded type wind electric power generation tower foundation of a wind generating set, which is provided with a cantilever beam under the ground. A concrete cushion is arranged under the cantilever beam. A foundation plate is arranged above the concrete cushion. A hollow metal bottom plate is arranged in the center of the foundation plate. The metal bottom plate is embedded in the concrete cushion. An anchor bolt is arranged on the metal bottom plate. The anchor bolt is fixed with a barrel at the bottom of a foundation flange. The cantilever beam is inserted in the foundation flange. Well-shaped reinforcing bars are arranged between the cantilever beam and the foundation plate. The utility model has the beneficial effects that the compression resistance performance of the wind electric power generation tower foundation is increased, and the bending resistant performance is greatly strengthened at the same time. The wind electric power generation tower foundation reduces labor man hour cost, shortens installation period, and plays an important role for the rapid incorporating in power network and generation of the wind generating set.",2009,E02D  27/42
274250551,CN200920099731U,Speed increasing box of semi-direct-driven wind turbine generator system,"The utility model provides a speed increasing box of a semi-direct-driven wind turbine generator system, which comprises a box body, a planet gear, a planet carrier, a sun gear, an air cooling heat radiator, a lubricating system and an oil tank, wherein the air cooling heat radiator is arranged on the upper portion of the box body, the lubricating system and the oil tank are arranged on the lower portion of the box body, and the sun gear meshes with the planet gear in a floating manner. The speed increasing box is a primary planet driven gear box with main improvement on the factor that the box body utilizes a front and rear flange installation manner, and has simple structure and convenient installation. The planet carrier replaces a main shaft, is driven by primary planet, designs drive ratio to be as small as 7.5, the rated speed of rotation of running parts inside the box body is 150 r / min, and the low speed brings long service life and high reliability. The lubricating system is equipped with an independent heat preservation oil tank, and guarantees the generator system to be heated quickly and started to run at -30 DEG C. Besides, each lubricating point utilizes a forced lubrication manner, accordingly service life of driving and supporting parts inside the box body is effectively prolonged.",2009,F16H   1/28; F03D  15/00; F03D  80/60; F16H  57/02; F03D  80/70; F16H  57/08
274265725,US20090349868,Tethered autonomous air vehicle with wind turbines,"A wind turbine energy conversion device that can take advantage of the higher speed and more persistent winds at higher altitudes is hereinafter disclosed. The wind turbine energy conversion device includes an unmanned aerial vehicle (UAV) connected to one end of a tether (which may include multiple shorter tethers), the other end being connected to a terrestrial anchorage point. The UAV flies at altitudes where wind speeds can reach 40 mph or higher. The UAV comprises a flying wing with one or more trailing wind power turbines and flies airborne maneuvers designed to increase relative wind speed up to about four times the true wind speed.",2009,F01D  15/00; F03B  15/06; F03B  17/06; F03D   7/00; F05B2240/921; B64B   1/50; F03D   5/00; F16H  35/00; Y10T  74/19; B63H   1/38; B64B   1/00; F01D  25/28; F03B  13/00; B65H  75/00; F03D  11/04; H02P   9/04; Y02E  10/723; Y10S 416/06; B64C  31/06; B64C2201/148; F03D   1/00; F03D   9/00; F04D  29/60; F03B   7/00; Y02E  10/28; F01D  15/12; F03D   7/0204; Y02E  10/70
274267433,US20070444439,System for rotating a wind turbine blade,A system for driving a wind turbine blade (46) into a feathered position during an emergency stopping process of a wind turbine rotor. The system comprises a hydraulic actuator (3) functionally connected to the blade (46) for changing the pitch of the blade (46) during movement of the hydraulic actuator (3) and an emergency accumulator (8) connected to the hydraulic actuator (3) for driving the hydraulic actuator (3) with fluid from the emergency accumulator (8). The emergency accumulator (8) comprises a resilient member for accumulating the fluid in the emergency accumulator (8) under resilient pressure or a weight member (74) comprising a weight member upon the fluid in the emergency accumulator. The resilient member (14) or weight member (74) is configured for driving the fluid out of the emergency accumulator due to the expansion or retraction of the resilient member.,2007,F03D   7/0224; Y02E  10/723; F01D   7/00; B63H   3/10; F03D   7/04; F03D   7/0264; F05B2270/402; B64C  11/30; F03D   7/022; F05B2260/406; F05B2270/604; F05B2260/76; F05B2270/1074
274267437,US20090464930,Propeller blade pitch control system,"A propeller blade pitch control system includes a propeller hub for mounting at least one propeller blade, and a propeller shaft which rotates about an axis to rotationally drive the propeller hub. A pitch change yoke located within the propeller hub is configured to change a pitch of the at least one propeller blade in response to hydraulic fluid flow to a pitch change actuator. A propeller gearbox includes a first, rear end and a second, forward end located between the first, rear end and the pitch change yoke, and is configured to apply torque to the propeller hub. A hydraulic transfer bearing located between the first, rear end and the second, forward end of the propeller gearbox is operable to selectively permit a flow of hydraulic fluid from at least one hydraulic flow controller to the pitch change actuator.",2009,F03D   7/022; Y02E  10/723; B63H   3/082; B63H   3/00; F05B2260/79; B63H   3/08; B64C  11/38; F03D   7/0224; B64C  11/40
274267442,US20070756336,Variable-twist rotor blade controlled by hub pitch angle and rotational speed,"The twist distribution of torsionally-flexible rotor blades is adjusted by exploiting centrifugal effect on inertial torquers affixed at one or more stations along the blade span. Twist is thereby made to vary passively as a function of rotor speed and hub incidence angle. With inertias of appropriate size and location, the twist variation is such that high rotor efficiency is maintained over a wide range of operating conditions. Satisfactory dynamic behavior of the blade, including cyclic-pitch response and flutter resistance, is simultaneously achieved.",2007,F01D   5/14; Y02E  10/723; B63H   1/26; F03D  11/00; F05B2260/75; F03D   7/0224; F05B2260/77; B64C  11/20; B64C  11/34; B64C  27/473; F05B2260/74
274276045,FR20090004784,AEROGENERATEUR BIROTOR 'EN V' BIPALES A MOYEUX OSCILLANTS SUR STRUCTURE LESTEE FLOTTANT TENDU,"Selon l'invention, les deux aÈrogÈnÈrateurs (1 ) et (2) sont fixÈs face au vent, positionnÈs en ´ V ª, sur une structure flottante lestÈe (3) du type ´ flottant tendu ª, munie d'un systËme de flottaison (15) et d'un lest (4) offrant une bonne stabilitÈ dans la houle. La structure pivote sur elle-mÍme autour d'un f˚t fixe (17) situÈ au dessus de l'eau, afin d'orienter en permanence sa partie haute face au vent, mÍme en prÈsence de houle et de vagues, en crÈant une dissymÈtrie de poussÈe au niveau des deux rotors. Les aÈrogÈnÈrateurs sont du type ´ bipales ‡ moyeux oscillants ª offrant une meilleure rÈponse aux contraintes dynamiques imposÈes par l'effet de la houle et des vagues sur les structures. Il est possible selon l'invention de produire davantage de puissance Èlectrique pour une superficie d'exploitation donnÈe, et par consÈquent d'obtenir de meilleures performances Èconomiques. Cet aÈrogÈnÈrateur birotor, assemblÈ ‡ sec sur un simple terre-plein, peut Ítre mis ‡ l'eau puis remorquÈ ‡ l'horizontal posÈ sur de simple flotteurs. Sa mise en oeuvre et son exploitation ‡ l'aide de lignes d'ancrage (14) tendues depuis la surface par un systËme de guides et de treuils, sont particuliËrement simplifiÈes par rapport aux autres types d'Èoliennes offshore, sans nÈcessiter l'utilisation d'une barge de transport ou d'une grue de manutention.",2009,B63B2035/442; F03D  11/04; B63B2021/505; F05B2240/93; F03D   1/02; F03D  13/25; Y02E  10/727
274304494,KR20097018428,AIRFOILS WITH AUTOMATIC PITCH CONTROL,"An airfoil (30) arranged for use in a fluid flow of varying direction relative to the airfoil, has arranged thereon a plural axis hinge (50) for automatic adjustment of the angle of pitch of the airfoil. The airfoil can be applied to a rotary crossflow device for use in a fluid flow of varying apparent flow direction, an oscillating device for use in a fluid flow, a force generation device for use in a fluid flow of varying direction, or a flow control device for use in a fluid flow of alternating direction.",2008,F03B   3/14; F03D   3/061; Y02E  10/38; F05B2240/214; F05B2260/72; F03B  17/06; Y02E  10/28; A63B  31/00; B63H  16/04; F03B   3/12; F05B2260/79; F03B  15/20; F03B  17/062; F03D   3/0418
274343365,KR20060085331,A fish-raising farming method using offshore wind farm,A fish-raising farming method using offshore wind farm is provided to capture fish close to natural fish by letting fish eat plenty of various salts and plankton without being stressed. The fish-raising farming method using offshore wind farm includes the steps of: installing two or more offshore wind farms(100); forming a fish raising farm by connecting parts of the offshore wind farms that are submerged under water with a net(200); discharging fries to the inside of the fish raising farm; growing the fries at the inside of the fish raising farm; and capturing the fish at the inside of the fish raising farm by pulling out the lower part of the net to the surface of water. The lower end circumference of the net(200) is connected by one lower end string(300).,2006,B63B  35/44; Y02P  60/64; A01K  61/60; Y02E  10/72; A01K  61/00; Y02A  40/81
274343648,KR20060024614U,Multi-Purpose applying method utilizing attachment to the wind mill facilities,NULL,2006,F03D  11/04; F03D  13/22; F03D  11/00; F03D  13/20; Y02E  10/727; F05B2240/95
274345235,EP20090799691,BLADE PITCH CONTROL IN A WIND TURBINE INSTALLATION,NULL,2009,F03D   7/0296; F03D   7/04; F03D   7/043; F05B2260/96; F05B2270/101; F05B2270/304; F03D   7/0276; F05B2270/327; Y02E  10/727; F03D   7/022; F03D   7/0224; F03D  13/20; F03D  13/25; F05B2270/328; F03D   7/02; F05B2240/93; Y02E  10/723
274358067,US20070518577,Automatic kite flight control system,"A system (10) is described for performing the automatic control of the flight of at least one kite (11) controlled and driven by cables (13) comprising at least one first actuating motor (12) adapted to exert an unwinding-rewinding action of such cables (13) on respective winches (14a, 14b) and at least one second actuating motor (15) adapted to perform a differential control action of such cables (13).",2007,B63H   8/16; B64C  31/06; F05B2270/00; B63H   9/069; F03D   5/00; Y02E  10/70; A63H  27/04
274361052,US20090460834,Rotor energy augmented marine vessel,A marine vessel is constructed with a submerged front rotor/turbine that shields the vessel hull from water motion induced resistance force to a degree without significantly increasing the vessels water resistance while abstracting hydrodynamic energy from the vessel motion displaced water that would otherwise be dissipated/lost and couples or connects the resulting rotorary energy through mechanical or electrical means to assist in driving the vessel.,2009,B60K2016/006; Y02T  10/90; Y02E  10/725; F03D   9/25; F05B2240/941; B63H  19/00; B60K  16/00; B63H  21/20
274385712,GB20090020932,An apparatus and method for erecting wind turbines,"The structure comprises at least one support mast 2, a body 16 and a mount pole 17, the body and mount pole being connected to form a top section that is mountable on each support mast to rotate about a pivot point 24. The mount pole may be secured to each support mast by a pin which is inserted through apertures in each support mast and mount pole. One or more straps may be used to constrain rotational movement of the mount pole relative to each support mast. Each support mast may include a hinged base plate securable to an anchor. The body may be a nacelle of a wind turbine, telecoms equipment, an electrical conductor, lighting, a camera, a display, traffic monitoring equipment or signage. A method for erecting the structure is also claimed such that the structure may be erected where access is restricted without the need for large scale mounting equipment. Erection of the structure may comprise use of a temporary lifting derrick, winch, pulley or jack.",2009,E04H  12/34; Y02E  10/726; F03D  13/10; E04H  12/345; F03D  13/20; E04H  12/187; F03D  11/04
274424031,CN200910091009,Floating type wind energy receiving device,"The invention discloses a floating type wind energy receiving device which comprises a gas bag and a plurality of pulling ropes, wherein the gas bag is coiled into a spiral shape and internally filled with light gas; the pulling ropes are arranged at the inner side and the outer side of the spiral gas bag along the axial direction of the gas bag and respectively connected to the surfaces of the inner side and the outer side, and the lower ends of each pulling rope are connected with a drive device used for driving a power generator. Compared with the prior art, the floating type wind energy receiving device has simple structure, lower cost, high power generating capacity and better safety.",2009,Y02E  10/70; F03D   5/00
274429941,CN200920013267U,Marine wind motor,"The utility model relates to a marine wind motor, which comprises a rotor, wherein the rotor consists of a vertical rotary shaft and vanes which are radially and evenly and vertically fixed on the rotary shaft, a wind deflector component and the rotor are assembled on a fixed shaft which is connected with a base, a first bearing is arranged between the fixed shaft and the wind deflector component, a second bearing is arranged between the fixed shaft and the rotor, a first gear pair is arranged between the wind deflector component and an electromotor, a second gear pair is arranged between the rotor and a generator, a first electromagnetic brake is arranged on the shaft of the electromotor, and a second electromagnetic brake is arranged on the shaft of the generator. The wind deflector component is of a funnel structure. The utility model has the following advantages: the marine wind motor can continuously generate electricity without being affected by the wind direction, the funnel-shaped wind deflector component can generate ''pressurized wind'', so that the sensitivity of the reaction of the marine wind motor can be increased, moreover, the marine wind motor can be rotated and positioned according to the wind direction, consequently, the wind energy can be sufficiently utilized, and the working efficiency of the marine wind motor is increased.",2009,F03D   3/00; F03D   3/04; F03D   9/25; Y02E  10/74; F03D   9/32
274444657,KR20090070243,APPARATUS FOR GENERATING OFFSHORE WIND POWER COMBINED WITH TIDAL CURRENT POWER AND WAVE FORCE GENERATION BY UTILIZING A BREAKWATER,"PURPOSE: A combined tidal and wave power generating system using a breakwater is provided to facilitate management of generating system by combining wind power, tidal power, and wave power generating units. CONSTITUTION: A combined tidal and wave power generating system comprises a base(10), a breakwater(20), a wind power generating unit(30), and a combined tidal and wave power generating unit(40). The base is installed on the underwater bottom and supports an upper structure. The breakwater is formed of concrete on the base to block waves from the open sea. The wind power generating unit is installed on the top of the breakwater and generates power from the torque by the wind. The combined tidal and wave power generating unit is installed inside the breakwater and rotates by tidal and wave forces according to seawater level. The breakwater is settled on the base, including a bottom part to keep the structure stable.",2009,Y02E  10/725; F03D   9/008; Y02E  10/28; F03B  13/26; F03B  13/264; F03D  13/22; F03D  11/04; F03D   9/00; F03B  13/14; F03B  13/22; Y02E  10/38; F05B2220/32
274444658,KR20090070244,APPARATUS FOR GENERATING OFFSHORE WIND POWER EQUIPPED WITH SEAWEED PLACE AND FISHING BANKS,"PURPOSE: An offshore wind power generating apparatus with seaweed place and fishing bank functions can provide ecology space for inhabitation of fish without a separate support structure, while generating electricity using sea breeze. CONSTITUTION: An offshore wind power generating apparatus with seaweed place and fishing bank functions comprises wind power generating units(10), bases(11), piles(12), fish-breeding frames(20), fish-breeding frame couplers(30), and pile binding units(40). The wind power generating units stand on the bases and rotate by sea breeze to generate electricity. The piles are formed on the bottom of the bases. The fish-breeding frame is made up of a cubic fish-breeding frame body, a fish migration hole, and a damage prevention hole. The fish-breeding frame couplers bind the fish-breeding frames together by being connected by nuts to upper and lower flanges of the fish-breeding frames. The pile binding unit is made up of a clamp and a pile binding rod.",2009,Y02A  40/88; A01G  33/00; F03D  11/04; Y02E  10/725; Y02P  60/12; F03D   9/00; F03D  13/20; F03D  13/25; F05B2240/90
274452866,US20070311527,Wave and wind power generation,"A wave and wind power generation system including a platform and one or more oscillating water columns (OWC's). Included is an airflow control mechanism, a controller and a motion sensor for detecting motion of the platform. Additionally, the controller controls the airflow control mechanism so as to at least partially arrest undesirable motion of the platform.",2007,F03B  13/142; F03D   9/00; H02P   9/04; Y02E  10/725; B63B  35/44; B63B  39/02; F05B2240/93; F03B  13/14; B63B  35/00; B63B2035/4466; Y02E  10/38; B63B  43/04; F03D   9/25; F03D  13/20; F03D  13/25; Y02E  10/32; Y02E  10/727; B63B2035/446; F03B  13/00
274454975,US20080526588,Airfoils with automatic pitch control,"An airfoil arranged for use in a fluid flow of varying direction relative to the airfoil, has arranged thereon a plural axis hinge for automatic adjustment of the angle of pitch of the airfoil. The airfoil can be applied to a rotary crossflow device for use in a fluid flow of varying apparent flow direction, an oscillating device for use in a fluid flow, a force generation device for use in a fluid flow of varying direction, or a flow control device for use in a fluid flow of alternating direction.",2008,F03B   3/14; Y02E  10/38; B63H  16/04; A63B  31/00; Y02E  10/28; F05B2240/214; F05B2260/72; F03B   3/12; F05B2260/79; F03B   3/18; F03B  17/062; F03D   3/0418; F01D   5/00; F03B  17/06; F03D   3/061
274486203,CN200920112092U,Wind power speed increasing box,"A wind power speed increasing box mainly consists of a planet carrier, a sun gear shaft, three planet gears, an annulus gear, an intermediate gear shaft, an intermediate-stage gear, an output-stage gear, an output gear shaft, a torque arm, a rear box body and an end cover. The wind power speed increasing box is characterized in that the planet carrier and an input shaft are designed integrally, the wind power speed increasing box utilizes the planet carrier 1 to input, the annulus gear to fix and the sun gear shaft to float, the sun gear shaft is connected with the intermediate-state gear through splines arranged at the right end of the sun gear shaft, the intermediate-stage gear is in interference fit with a spline base, the intermediate-stage gear is meshed with a second-stage driven gear which is integrally connected with a second-stage intermediate gear shaft, the intermediate gear shaft is in interference fit with a third-stage output-stage gear which is meshed with a third-stagedriven gear, and the third-stage driven gear is integrated with the output gear shaft. The wind power speed increasing box has the advantages of simple structure and convenient and reliable use, and being capable of reducing volume and weight, increasing efficiency and the like.",2009,F03D  15/10; F03D  80/70; F05B2260/40311; F16H   1/32; F03D  15/00; F16H  37/041; Y02E  10/72
274501432,KR20027006741,A single or multi-bladed rotor,"???? ???? ???? ???? ??(12)? ?? ??(12)? ? ????? ???? ??? ?? ??? ???? ????? ????, ?? ??? ??? ????? ??? ???? ??? ??? ??? ??? ??? ????, 5 : 8? ??? ???? ????? ????? ???? ????? ??? ??? ?? ?????(14)? ??, ?? ?? ??? ????? ?? ???? ????.",2002,F05B2240/30; F05D2200/23; F03D   1/06; F03D   1/0608; F05D2240/30; F03B   3/12; Y02T  50/673; Y10S 416/02; F04D  29/384; Y02E  10/721; F01D   5/14; F01D   5/141; F03B   3/121; B63H   1/26; F04D  29/38; F05B2200/23; Y02E  10/223
274512173,EP20100152885,Method and device for assembling a wind turbine at sea,"The invention relates to a device for assembling a rotor of a wind turbine at sea. The device comprises a support structure that is provided with means for rotating the hub of a rotor around the hubs longitudinal axis. The support structure is further adapted to be connected to an offshore platform such that the rotating means may be positioned outside the periphery of the platform. The invention also relates to an assembly of an offshore platform and the device, connected thereto. The invention further relates to a method for assembling a rotor of a wind turbine at sea, and to a method of assembling a wind turbine at sea, using the device and assembly. The device and method provide a more efficient assemblage.",2010,Y02P  70/523; F03D   1/00; F03D  13/40; Y10T  29/49316; Y10T  29/53687; F05B2240/95; Y10T  29/49321; F05B2230/6102; Y02E  10/727; Y10T  29/53978; F03D  13/10; Y10T  29/53974
274515090,RU20080122990,SAILING WINDMILL,"FIELD: power industry. ^ SUBSTANCE: sailing windmill includes the first and the second sections of blades, each of which has three to five radially located similar blade parts. Sections of sailing windmill are located one after the other and connected at their centre so that rear hub is formed. Each of blades is formed with the specified bending which is determined with ratio of axial distance between rear hub and front disc, which is 0.75 to 0.85 of length of blade from its connection point to rear hub to the end of blade, which is attached to front disc; at that, ends of each blade opposite their connection to rear hub are fixed at equal radial distance at equally spaced points about front disc. Rear hub and front disc of sailing windmill are fixed on the shaft, and shaft comes out either from rear hub or from front disc or from both of them; at that, support for attachment of shaft is provided so that its free rotation is provided. ^ EFFECT: effective wind or water energy conversion at simple design and economy in the production. ^ 9 cl, 7 dwg",2006,Y10S 415/908; Y10S 416/02; B63H   1/265; F04D  29/26; Y02E  10/721; F05B2210/16; Y10S 416/06; F03D   1/00; F03D   1/0608; F05B2250/25; Y02P  70/523
274534542,GB20090021497,A structure for supporting a wind turbine,A structure comprises a columnar 16 first part 10 supported via a transition device 14 on a truss second part 12 comprising at least three elongate columns 42. The transition device comprises at least three elongate struts (66 Fig. 3) secured relative to one another by securing means such as webs. The elongate struts are positioned about a lowermost portion (26) of the first part connected by flange and bolts to a remainder (28) of the first part. A central longitudinal axis 44 of each truss column 42 extends from its column to converge on a single point 46 below the centre of gravity of the mass 18 atop the first part and to define an included angle 50 therebetween. Each transition strut also has an axis (70) converging on the single point (46) and defining the same included angle (74).,2009,E02B  17/0004; E02B2017/0091; F05B2240/95; E02D  27/425; E04H  12/10; F03D  11/04; F05B2240/9121; E04H2012/006; F03D  13/20; F05B2240/913; E02D  27/42
274537837,RU20080132018,POWER INSTALLATION FOR CONVERSION OF AIR AND WATER CURRENTS ENERGY,"FIELD: engines and pumps. ^ SUBSTANCE: invention is related to power engineering and may be used to convert energy of oceanic, sea and river currents into electric energy. Power installation comprises orthogonal balanced hydraulic unit with at least two blade rotors installed below water level of water current above each other with the possibility of rotation in opposite directions with vertical axis of rotation, electric generator and system for fixation to support structure. On upper part of support structure above water level there is an orthogonal balanced wind-power unit installed with blade rotors of opposite rotation and fixed inductors of power generator. Support structure includes fixed polygon, in tops of which there are specified fixed inductors, and linear (tubular) tower of truss type fixed in internal units of polygon rigidity, which rests on units of hydraulic unit rigidity with excess floatage, arranged under water level below ice cover and zone of wind waves action. Installation is fixed at the bottom of water reservoir with the help of anchor braces or bottom piles, which are connected to hydraulic unit. ^ EFFECT: increased reliability and efficiency of power installation. ^ 2 dwg",2008,F03D   1/02; F03D   3/02; F03D   9/008; F03B  11/00; F03D   9/25; F03D  11/04; F05B2210/18; F05B2240/95; Y02E  10/725; Y02P  80/158; Y02E  10/727; F03D  13/25; F05B2240/40; F03B  13/00
274553462,DK2008PA00990,A method for erecting a wind turbine on an offshore site and a vessel for erecting a wind turbine on an offshore site,"Opfindelsen angÂr en fremgangsmÂde til rejsning af en vindm¯lle p et offshore-sted, idet fremgangsmÂden omfatter trinene med positionering af en f¯rste bom af en kran i en i det vÊsentlige horisontal position, arrangering af en i det vÊsentlige horisontal positioneret, langstrakt vindm¯lle-komponent p den f¯rste bom, forbinding af en distal del af den langstrakte vindm¯lle-komponent til en anden bom af kranen, idet den distale del er den ¯vre del af vindm¯lle-komponenten, nÂr vindm¯llen er rejst, og idet den anden bom strÊkker sig i en vinkel fra den langsgÂende forlÊngelse af den f¯rste bom, hÊvelse af den f¯rste bom til en i det vÊsentlige vertikal position, modificering af positionen i det horisontale plan af den langstrakte vindm¯lle komponent til opnÂelse af en ¯nsket rejsningsposition for komponenten, og frakobling af den distale del af den langstrakte vindm¯lle-komponent fra den anden bom af kranen.",2008,E02B2017/0091; F03D   1/00; F05B2240/95; B66C  23/52; E04H  12/34; Y02E  10/727; B63B  35/003; F03D  13/10; B66C  23/185; F03D  13/40; B63B  27/16; E02B2017/0043
274573742,US20060225661,System for generating electric energy,"A system for generating electric energy from renewable energy sources such as waves includes a plurality of generator aggregates (4a-6c) arranged in the sea and a plurality of switchgears (1a-1c) arranged in the sea. Each switchgear (1a-1c) is connected to a plurality of the generator aggregates (4a-6c). A plurality of primary intermediate stations (17a-17c) are respectively connected to a plurality of the switchgears, and a secondary intermediate station (19) is connected to a plurality of the primary intermediate stations (17a-17c). The secondary intermediate station is also connected to a land based electric network. Switching means (192) is present for allowing selective connection to various locations (193, 194, 195) in the electric network.",2006,H02J   3/386; F03D   9/255; F03D  13/25; Y02E  10/763; Y10T 307/718; H02J   1/12; H02J   3/38; Y02E  10/72; H02J   3/382; F03B  13/18; Y10T 307/696; F03D   9/008; F03D   9/257; F03B  13/10; F03D  13/22; Y02E  10/38
274627126,CN200920009884U,Box-type wind turbine with half inclined wind shield and parallel unit,"The utility model relates to a box-type wind turbine with a half inclined wind shield and a parallel unit, belonging to the technical field of wind power generation. The utility model mainly solves the problem that the wind utilization ratio is low. A wind shield is installed on half of each windward side of the vertical box-type wind turbine. The wind shield is inclined inward. The wind utilization ratio of the whole windward side can reach more than 70 percent which is tens of times of the utilization ratio of the traditional power generating set. When the power generating set is used separately, the power generating set can generate power no matter which direction the wind comes from. The appearance and the number of blades are flexible and variable. All sides of a floor-type box body are fixed by using four or more supports and anchor bolts. Thereby, the safety is very high. Shade nets can be additionally installed on the windward side to prevent birds and hands from entering mistakenly. The box-type wind turbines can be connected in parallel to form a wall-type generator unit. The box-type wind turbine is mainly used for wind power generation. The utility model has the advantage of very wide application.",2009,F03D   3/00; F03D   3/06; F03D   9/25; F03D   3/04; Y02E  10/74; F03D  13/20
274647245,FR20090004636,"Wind turbine propulsion vehicle for use by neophyte in e.g. leisure-time sport field, has gliding board for evolving in water, and integrated frame utilized as basis to roll trains to evolve on earth ","The vehicle has a gliding board (01) for evolving in water. An integrated frame utilized as a basis for rolling trains to evolve on earth. The gliding board is provided with a retractable aileron pivoting around a pivot connection. The retractable aileron is blocked according to a clip. A foam block is covered with a sheet of glass fibers impregnated with resin. The frame is equipped with two aluminum tubes of same length, and is provided with two front wheels and a rear wheel.",2009,B63B  32/57; B63B  32/66; B60F   3/00; B60F   3/0069; B62B  15/001; B63B  35/79
274684807,DE20092013156U,Kombinierte Off-Shore-Windanlage,NULL,2009,F03D   9/00; F03D   9/008; F03D  11/04; F05B2240/95; F03D  13/25; Y02E  10/727
274702179,CN200880011095,Airfoils with automatic pitch control,"An airfoil (30) arranged for use in a fluid flow of varying direction relative to the airfoil, has arranged thereon a plural axis hinge (50) for automatic adjustment of the angle of pitch of the airfoil. The airfoil can be applied to a rotary crossflow device for use in a fluid flow of varying apparent flow direction, an oscillating device for use in a fluid flow, a force generation device for use in a fluid flow of varying direction, or a flow control device for use in a fluid flow of alternating direction.",2008,A63B  31/00; F03B   3/12; F03D   3/0418; F05B2260/79; F03B  17/06; F05B2260/72; F03D   3/061; Y02E  10/28; F03B  17/062; Y02E  10/38; B63H  16/04; F05B2240/214
274705759,CN200920110974U,Floating movable type wind energy sewage treatment device,"The utility model discloses a floating movable type wind energy sewage treatment device. The device consists of a floating moving water tank, a wind acquisition, conversion and distribution device, anair micro bubble generating and jetting device, a mechanical polluted floating solid fishing extrusion device and other parts. Taking wind energy as power, a screw propeller acquires and converts thewind energy into mechanical energy; the mechanical energy is then passed to a water pump, an air pump and a screw hanging rake through a screw gearing and a power distributor; the water pump pumps the sewage in a lake to a sewage pool; the air pump pumps compressed air through an air pipe and a micro bubble jetting gun to generate enough tiny air bubbles at water bottom and form an air flotationphenomenon, and then the solids in the water are brought to the water surface to form a floating solids layer; and the screw hanging rake is used for raking the solids to a draining extrusion slot, and clean water removing solid pollutants is discharged from a water outlet through an overflow groove, thus completing the sewage treatment process. A screw push rod is used for pushing the drained solids to the extrusion slot to be extruded in dry status, formed and moved to a solid stacking bin, thus realizing the physical treatment of sewage. The device can movably run and form a set of completepassive environment-friendly system.",2009,C02F   1/24; Y02E  10/72; C02F   1/40; F03D   9/28; Y02W  10/33
274756891,KR20090018224,WIND POWERED GENERATOR,"PURPOSE: A wind power generator is provided to have an air volume control blade and to prevent the overload of a converter connected to a rotary shaft of the blades. CONSTITUTION: A wind power generator comprises a main body(100), a rotary shaft(110), a drive chamber(120), a driving shaft, a driving blade, a reinforcement frame(133), a converter(140), an air volume control blade(150), a float blade(151), a wire, an streamlined blade(160) and a tie bar. The driving shaft is installed inside the drive chamber side to side. The driving blade is installed in the driving shaft and has a plurality of rotating vanes(131). The converter converts the torque generated by the rotation of the driving blade into the electrical energy. The air volume control blade is combined in the front side of the main body with a hinge.",2009,F03D  15/00; F03D   7/06; F03D  80/70; F05B2240/2212; F03D   3/0463; F03D   3/00; F03D   3/02; F03D  11/00; Y02E  10/74; F03D   3/04
274796652,ES20060002245,ROBOT TREPADOR LIMPIADOR.,"El robot trepador limpiador permite realizar trabajos de limpieza en lugares de difÌcil acceso y peligrosos para las personas. El uso preferente para el que est· diseÒado es el de la limpieza de torres eÛlicas. El robot trepador limpiador incorpora un sistema de desplazamiento basado en unas ruedas motrices que permiten el movimiento a lo largo de abscisas y coordenadas por medio del agarre sin rozamiento de un sistema magnÈtico din·mico. Asimismo posee un mecanismo de limpieza mediante vapor, adaptado a un proceso especifico de limpieza.",2006,F05B2270/8041; F03D  80/50; B08B   3/024; F03D  11/00; B62D  57/024; E04G  23/00; B63B  59/10; E04G  23/002; F03D  80/55; Y02E  10/72
274798070,US20080194093,Wind turbine erector,"A wind tower erection device and method for erecting wind turbine towers which avoid the need for using expensive cranes. The device and method employs a stacker unit for anchoring to the wind turbine foundation, a plurality of intermediate modules, and a mechanical actuator for raising the intermediate modules vertically. The stacker unit has a receptacle allowing for lateral sliding of intermediate modules inside of the stacker unit. In one embodiment, the stacker unit has a receptacle for lateral sliding of intermediate modules inside of the stacker unit. The stacker unit and the intermediate modules each have at least one open side to for positioning of tower sections within the stacker unit and stacked intermediate modules. A bridge crane section is initially placed on top of the stacked intermediate modules. The bridge crane is raised vertically as additional intermediate modules are added at the bottom, thereby allowing wind tower sections to be winched into place using the crane, each being added on top of the other as the stacked intermediate modules increase to the necessary height.",2008,B66C  23/185; F03D  11/04; F05B2230/61; B66C  17/06; B66C  23/207; F03D  13/10; Y10T  29/4932; Y10T  29/49321; B66C  23/283; B66C  23/26; Y02E  10/72; Y02P  70/523
274798752,US20070377896,Method for the damping of tower oscillations in wind power installations,"A method for controlling a wind turbine installation for the damping tower oscillations, in particular a buoyant wind turbine installation comprising a buoyant body, a tower arranged over the buoyant body, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower oscillations are damped by the control with the blade angle controller in the constant power or RPM range of the wind turbine being performed by the rotor velocity (which is the input to the blade angle controller) being estimated in an estimator for the wind turbine. The input to the wind turbine estimator is the estimated incoming wind, so that the tower movements are not visible to the blade angle controller. Negative damping is thus not introduced into the system and the tower oscillations will be expediently damped, while there is also less variation in blade angle, thrust on the rotor and power supplied.",2007,F03D   7/00; Y02E  10/723; F05B2240/93; F05B2260/80; F05B2260/96; F03D   7/0224; H02P   9/04; F03D   9/00
274803942,NO20080002860,Anordning og fremgangsmate ved vindgenerator,"Underst¯ttelseskonstruksjon for bruk i vindm¯lleparker til havs, og en metode for fabrikasjon og installasjon av denne, bestÂende av et fundament (4; 4') til installasjon p en havbunn (3) under en vannmasse (2) og et tÂrn (7) som er forbundet med og strekker seg opp fra fundamentet og som er i stand til  underst¯tte minst en utstyrsenhet (5). Fundamentet (4; 4') omfatter et bunnplateelement (14) og en vegg (23, 54) som strekker seg opp fra bunnplateelementet (14), og derigjennom definerer et primÊrt hulrom (15) som kan holde ballast (19) og gi oppdrift under uttauing og installasjon. Fundamentet (4, 4') omfatter et skj¯rt (1 8) som strekker seg ned omkretsen til bunnplateelementet (14) eller dennes nÊrhet, og som derigjennom definerer minimum ett kammer (1 7a-c) under fundamentet (4; 4').",2008,F03D  11/04; F05B2240/95; E02D  27/52; F03D  13/22; Y02E  10/727; E02B  17/027; E02B2017/0091; E02B  17/025; E02B2017/0039; E02B2017/0065; F03D  13/10; Y02P  70/523
274842057,CN200920100289U,Louvered frame type wind-driven generator,"The utility model relates to a louvered frame type wind-driven generator which comprises a groove-shaped inner frame, a groove-shaped outer frame, cable wind boards, levers, a ground anchor wind wheelshaft, a pillar rack, a main frame, a clutch, a positioning sleeve, a gearbox, a generator, a main shaft wind direction rudder, a horizontal conical gear, a longitudinal conical gear, a wind wheel shaft, and the like. A plurality of corner rounded frames are formed by a plurality of levers; a cable wind board is mounted on each frame; a plurality of movable frame liners are formed by the cable wind boards; the groove-shaped outer frame and the groove-shaped inner frame are fixed together with each lever; a lever cable wind board is bonded on each lever; the ground anchor wind wheel shaft bearing sleeve is mounted on the pillar rack; and the main shaft and the wind direction bearing sleeve are mounted on the main shaft bearing sleeve. The louvered frame type wind-driven generator has the advantages of reasonable structural design, convenient disassembly, assembly and maintenance, firm and durable pillar frame, strong anti-wind ability, more cable wind boards and larger cable wind area;the cable wind height is more than 5m away from the ground; and the product is suitable for wind generation in the open and generation with wind over class 3.",2009,Y02E  10/725; F03D   1/06; F03D   1/00; Y02E  10/721; F03D   9/25
274848809,EP20090808941,"ELECTRICAL INTERCONNECTION SYSTEM BETWEEN AT LEAST ONE ELECTRICITY GENERATOR AND ONE ELECTRICITY TRANSFER SYSTEM, IN A MARINE ENVIRONMENT","The invention relates to an interconnection system for the electric interconnection between at least one electric power generator (100) and an electric power transfer system (200) (for example, an underwater cable), which comprises a floating device (1) submersible with positive floatability, an anchorage subsystem (2, 3) for anchoring the floating device in the marine bottom, and an electric interconnection subsystem (4) for interconnecting the electric power generators (100) and the electric power transfer system (200). The electric interconnection subsystem (4) is associated with the floating device (1). The invention also relates to a corresponding installation and method.",2009,F03D  13/25; Y02E  10/727; F05B2240/93; F05B2240/96; F03D   9/255; F05B2240/95; F03D   9/00; Y02E  10/725; B63B  21/502; F03D  13/22
274850669,FR20090059607,SYSTEME PENDULAIRE DE TRANSPORT EN MILIEU AQUATIQUE D'UN OUVRAGE CIVIL,"L'invention concerne un procÈdÈ de transport en milieu aquatique d'un ouvrage civil (1) comprenant un m‚t (3), le procÈdÈ comprenant les Ètapes suivantes : ? associer l'ouvrage civil (1) ‡ au moins un dispositif de flottaison (2) par un moyen de fixation (10), ? faire progresser l'ouvrage civil (1) et le dispositif de flottaison (2) associÈ dans le milieu aquatique jusqu'‡ une position souhaitÈe, le moyen de fixation (10) Ètant disposÈ dans une zone de l'ouvrage civil (1) situÈe au dessus du centre d'Èquilibre dudit ouvrage civil (1) associÈ au dispositif de flottaison (2), et le moyen de fixation (10) Ètant configurÈ de sorte ‡ dÈcoupler les mouvements de rotation du dispositif de flottaison (2) et de l'ouvrage civil (1) autour d'au moins un axe perpendiculaire ‡ l'axe longitudinal du m‚t (3) de l'ouvrage civil (1).",2009,F03D  13/40; B63B  35/00; F03D  13/10; Y02E  10/726; F05B2240/93; E02B2017/0091; Y02E  10/727; B63B   1/107; E02B2017/0039; F05B2240/95; B63B  35/003; B63B2035/446; E02B  17/02
274934419,EP20100155598,Method and assembly for transporting components of a wind energy system and assembly platform,"The method involves arranging rotor blades (12-14) on a floating body (19), where rotor blades comprise longitudinal axes (20-22). The longitudinal axes of the rotor blades are arranged parallel or anti-parallel to each other, and the floating body is moved in a direction of an installation site (17). A rotor hub (15) is installed at one of the rotor blades that are arranged on center part of the floating body. A machine house (16) and/or tower segments (10, 11) are arranged on the floating body. Independent claims are also included for the following: (1) a method for assembling a rotor of a wind energy system on open sea (2) an arrangement for two rotor blades of a wind energy system and a floating body.",2010,F03D  13/10; F03D  13/40; Y02E  10/721; F03D   1/00; F03D   1/0658; F05B2230/604; Y02E  10/727; F03D   1/06; F05B2230/6102; Y02P  70/523; F05B2240/95
274938917,US20090549304,Wind-powered personal hydrofoil watercraft,"A personal wind-powered hydrofoil watercraft having a sail supported by a mast coupled to a buoyant body, where the mast is tiltable forward and backward but not side to side, in order to prevent excessive rolling of the buoyant body when it is lifted clear of the water on the hydrofoils. Additionally, the buoyant body may be in the shape of a pontoon, the watercraft may be steerable by a steering mechanism actuated by a human operator's foot or feet, and the front hydrofoil may be associated with a surface tracking means in order to stabilize the altitude of the watercraft.",2009,B63B  32/60; B63H   9/00; B63H   9/04; B63B  35/73
274942881,US20080204138,Stationary turbine component with laminated skin,"A stationary turbine engine component, such as a turbine vane, includes a internal spar and an external skin. The internal spar is made of a plurality of spar laminates, and the external skin is made of a plurality of skin laminates. The plurality of skin laminates interlockingly engage the plurality of spar laminates such that the external skin is located and held in place. This arrangement allows alternative high temperature materials to be used on turbine engine components in areas where their properties are needed without having to make the entire component out of such material. Thus, the manufacturing difficulties associated with making an entire component of such a material and the attendant high costs are avoided. The skin laminates can be made of advanced generation single crystal superalloys, intermetallics and refractory alloys.",2008,F01D   5/147; F01D   9/041; F04D  29/38; B63H   1/26; B63H   7/02; F01D   1/02; F01D   5/14; F01D   5/34; F03B   7/00; B64C  27/46; F03D  11/02
274942888,US20080199052,Method and apparatus for adjusting a yaw angle of a wind turbine,"A method and an apparatus for adjusting a yaw angle of a wind turbine comprising a rotor having a plurality of rotor blades and a hub are provided. The method is adapted for adjusting the yaw angle from an actual yaw angle to a desired yaw angle and comprises the steps of measuring a wind direction at the location of the wind turbine, measuring the yaw angle of the wind turbine and/or determining a wind direction relative to the nacelle orientation, calculating a pitch angle of at least one rotor blade as a function of the measured wind direction and the measured yaw angle and/or the wind direction relative to the nacelle orientation, and adjusting the pitch angle of the rotor blades according to the calculated pitch angle such that a yaw momentum is generated for changing the yaw angle from the actual yaw angle to the desired yaw angle.",2008,F05B2270/321; Y02E  10/723; F05B2270/329; B63H   3/00; F03D   7/02; F03D   7/0204; F03D   7/043; F03D   7/0224
274966186,JP20080192999,STARTER,"<P>PROBLEM TO BE SOLVED: To provide a starter converting fluid force into turning force or thrust force at a high angle of attack of about 90 degrees so that starting characteristic of especially a vertical axis wind power generator is improved, starting characteristic of a wave activated power generator using a reciprocating flow is improved, and the thrust force during low speed in a sailing device as auxiliary power for a ship is increased. <P>SOLUTION: This starter is so configured that the leading edge of a primary section having a symmetrical blade cross-sectional shape is provided with a plurality of partitioning plates orthogonal to the leading edge and inclined alternately to a cross-sectional surface, a plurality of curved plates forming the so-called slats between the partitioning plates are provided alternately in a blade thickness direction, the shape of a fluid inflow section is formed shorter in a span direction and longer in a chord direction, and the shape of a fluid outflow section is formed longer in the span direction and shorter in the blade thickness direction. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2008,F03D  11/00; B63H   9/06
275016459,KR20047018724,A DEVICE FOR A WIND POWER STATION PLACED IN DEEP WATER,NULL,2003,B63B  21/50; B63B2035/442; F03D  13/25; F03D  13/22; B63B  35/44; B63B  35/4406; E02B2017/0091; E02D  27/425; F03D  13/10; B63B2035/446; F05B2240/95; F03D   9/00; F03D  11/04; Y02E  10/725; E02D  27/42; F03D   1/00; Y02E  10/727
275042476,CN200920114780U,Transmission gear for controlling self-rotating of sail in offshore wind power generation equipment,"The utility model relates to a transmission gear for controlling self-rotating of a sail in offshore wind power generation equipment. At present, no transmission gear for controlling self-rotating ofsails in offshore wind power generation equipment is available, so that the maximization and the scale of the offshore wind power generation equipment are hard to achieve. The utility model includes agear and a transmission shaft, and is characterized in that a universal coupling and a star frame are also included, wherein the gear comprises a center gear, a first planet gear, a second driving planet gear and a second driven planet gear; the center gear is matched with the first planet gear; the second driving planet gear is matched with the second driven planet gear; one end of the transmission shaft is connected with the first planet gear through the universal coupling; the other end of the transmission shaft is connected with the second driving planet gear through the universal coupling; and the transmission shaft and the planet wheel gears are fixed on the star frame. The utility model has the advantages that the transmission efficiency is high, and transmission can be also accurate and efficient even if on sea surface with waves.",2009,F03D   7/00; Y02E  10/723
275042481,CN200920114781U,Offshore wind power generating set,"The utility model relates to an offshore wind power generating set. The prior offshore wind power generating set is generally installed on a nearshore shallow or on a large hull, so the generating efficiency is lower. The utility model includes a generator and a transmission part, and is characterized in that the a main hull, cross arms, a sail, a floating body and an anchor rod with an anchor arealso included, wherein the generator is positioned in the main hull; the anchor rod is connected to the main hull; one end of each cross arm is connected with the main hull while the other end of thereof is connected with the floating body; the cross arms are uniformly distributed at the periphery of the main hull and are positioned above the anchor rod; the cross arms are connected with the generator through the transmission part; and the sail is connected to the floating body. The utility model can float on a seal surface to operate, is not influenced by factors like distance to the shore,seawater depth and the like, and has the advantages of easy manufacture and assembly and convenient bodily movement of equipment.",2009,F03D  13/20; Y02P  70/523; F03D   9/32; Y02E  10/72
275056988,US20080283254,Wind turbine blade pitch control system,"The present invention provides an improvement for a wind turbine (20) having at least one blade (21) mounted on a hub (22) for controlled rotation about a blade axis (yb-yb) to vary the pitch of the blade relative to an airstream. The hub is mounted on a nacelle (23) for rotation about a hub axis (xh-xh). The wind turbine includes a main pitch control system for selectively controlling the pitch of the blade, and/or a safety pitch control system for overriding the main blade pitch control system and for causing the blade to move toward a feathered position in the event of an overspeed or fault condition. The improvement includes: an energy storage device (26) mounted on the nacelle and associated with the blade; a pitch-axis controller (25) mounted on the nacelle and associated with the blade and with the energy storage device; an electro-mechanical actuator (28) mounted on the hub and associated with the blade; and at least one slip ring (29) operatively arranged to transmit power and/or data signals between the pitch-axis controller and the electro-mechanical actuator; whereby the mass on the rotating hub may be reduced.",2008,B64C  11/00; F05B2270/602; B63H   3/00; F03D   7/0224; F03D   7/0268; F05B2260/79; B64C  27/00; F05B2260/76; F05B2270/1011; F03D   7/047; F03D  80/80; Y02E  10/723; F03D   7/00; F03D   9/11
275066745,EP20100002383,Method for carrying out work on a wind farm,"The method involves providing a receiving device (26) which is adapted to receive a rotor star (18) in high extent. The rotor start is lifted by a wind energy plant and is attached at the receiving device. The rotor star is held at the receiving device. The work on the remaining wind energy plant is executed and the rotor star is lifted from the receiving device, where the rotor star is attached at the remaining wind energy plant. Independent claims are also included for the following: (1) a receiving device with a support mast; and (2) an offshore work platform for performing work on an offshore-wind energy plant.",2010,F05B2230/6102; Y02E  10/727; B66C  23/52; F05B2240/95; F03D  13/10; F03D  13/40; Y02P  70/523; F03D   1/00
275078640,CN200920109251U,Deviation prevention device for upper part of riser pipe in pile driving,"The utility model provides a deviation prevention device for the upper part of a riser pipe in pile driving. The deviation prevention device is characterized in that the device comprises shackles, movable hooks and a sleeve. A driving cap is sleeved at the top part of the riser pipe; a plurality of shackles are symmetrically arranged on the outer edge of the open end of the driving cap; the movable hooks are symmetrically arranged on the outer wall at the upper end of the sleeve; the movable hooks are corresponding to the shackles in position; the sleeve is sheathed on the outer side of the riser pipe, and is hung at the lower end of the driving cap via the movable hooks and the shackles. The device of the utility model mainly consists of shackles, hooks, circular sleeve and the like, andhas the advantages of simple structure and convenient operation and construction, therefore, the problems in real production can be well solved, and the risk of marine operation is further reduced. Inaddition, the deviation prevention device effectively solves the problems of pipe deviation at the upper part and the like caused by vibration of a pile hammer in the process of pile driving, so thatthe pile driving operation can be carried out smoothly, and the pile driving quality is ensured. The deviation prevention device can be widely applied to offshore oil well drilling, wind power generation platform facilities, deepwater port quays, cross-ocean railroads, cross-ocean bridges and other large-scale projects.",2009,E02D   5/60; E02D   7/06; E02D   7/14; E21B  17/00; E02D   7/00; E21B   7/12
275080810,CA20082669002,CONSTRUCTION METHOD AND CONSTRUCTION APPARATUS FOR OFFSHORE WIND TURBINE GENERATOR,Provided is a construction apparatus (50) for safe and smooth construction of a floating offshore wind turbine generator (10) in deep sea. The construction apparatus (50) for constructing the offshore wind turbine generator (10) with a crane ship (S) includes a guide member (51) attached to the crane ship (S) in a work position perpendicular thereto such that a bottom end of the guide member (51) is disposed under the sea and at least one pair of arm units (60) that include grippers capable of holding and releasing a tower member (20) divided into a plurality of segments in an axial direction and that slide along the guide member (51).,2008,B63B  27/10; F05B2230/6102; Y02E  10/727; Y10T  29/49826; B66C  23/52; F05B2240/95; E02D  27/52; F03D  11/00; Y02P  70/523; B66C  23/185; F03D  11/04; F03D  13/10; B63B  35/00; B63B  35/003; Y02E  10/721; B63B  27/16
275091413,KR20090067534,WIND POWER GENERATOR,"PURPOSE: A helical wind power generator is provided to control the speed of a rotary shaft with the magnetic force of a speed regulator and thereby prevent the fluctuation of control power during speed control. CONSTITUTION: A helical wind power generator comprises a rotary shaft which is perpendicularly installed on a support frame with top and bottom supporting units, an axial thrust reducer(20) which floats the rotary shaft to minimize the frictional resistance during the rotation, helical blades which are integrally formed on opposite sides around the rotary shaft, and a speed regulator(40) which is installed on the ends of the support frame and the rotary shaft or the blades and the speed regulator to control the speed of the rotary shaft with the magnetic force.",2009,F03D   3/061; Y02E  10/74; F03D   3/062; F03D  11/00; F03D  11/04; F03D  80/70; F05B2240/51; F03D   3/06
275100825,KR20080068900,BUOYANCY WINDMILL OF VERTICAL AXIS TYPE,"PURPOSE: A vertical shaft type buoyant windmill is provided to largely form a windmill blade by supporting a buoyant body and a windmill blade by rotating a rotation shaft at the floating state. CONSTITUTION: A vertical shaft type buoyant windmill comprises a main body water tub(1), a buoyant body(2), a rotation shaft, a mounting frame(4), a rotation bearing(5a), a windmill blade(6), a generator(14), a driving unit(7), a wind guide body, and an auxiliary windmill. The buoyant body floats on the fluid of the main body water tub. Polygon frames are combined to be crossed each other through the rotation shaft in the mounting. The rotation bearing is respectively combined in the rotation shaft. The windmill blade comprises a blade frame and plural semi-cylindrical blade angle bodies. The blade frame in which rectangle frames are connected to the upper part of the rotation shaft to be crossed each other in the mounting frame is rotated with the buoyant body. The plural semi-cylindrical blade angle bodies are rotated with the blade frame in the rectangle frames of the blade frame. The driving unit generates the electricity by rotation of the windmill blade by connecting the rotation shaft and the generator. The wind guide body guides the wind toward the windmill blade. The auxiliary windmill is installed in the vicinity of the wind guide body.",2008,F03D   3/06; Y02E  10/727; F05B2240/211; F03D   3/0409; F03D   3/065; F03D  13/20; F03D  80/70; F03D   3/00; F03D   3/02; F05B2240/93; F03D   9/25; Y02E  10/74
275101045,KR20080069213,THE FLOATING-BEARING APPARATUS FOR VERTICAL-TYPE WIND TURBINE DEVICE,"PURPOSE: A buoyant bearing apparatus for a vertical shaft type wind power generator is provided to improve the generation efficiency by diminishing the frictional resistance and executing the stable rotation by forming the section of a first buoyant body at a V-shape. CONSTITUTION: A buoyant bearing apparatus for a vertical shaft type wind power generator comprises a rotator(220), a duct housing(230), a first liquid tub(110), and a first buoyant body(120). The rotator has a blade(221) rotating with a vertical shaft in the upper part of a generator(210). The duct housing revolves while surrounding the rotator according to the direction of the wind by a rudder unit formed at one side. The first liquid tub is formed around the generator. The first buoyant body is formed at the lower part of the blade. The first buoyant body supports the load of the rotator by floating on the liquid(L) filled in the first liquid tub. The cross section of the first liquid tub is formed at a V-shape. The cross section of the first buoyant body is also formed at a V-shape.",2008,F03D   3/04; F03D  80/70; F03D  15/00; F03D  11/00; Y02E  10/74; F03D   3/00; F03D   3/06; F05B2240/53; F05B2260/4031
275315454,US20080338152,Turbine airfoil cooling system with diffusion film cooling hole,"A cooling system for a turbine airfoil of a turbine engine having at least one diffusion film cooling hole positioned in an outer wall defining the turbine airfoil is disclosed. The diffusion film cooling hole includes a first section extending from an inner surface of the outer wall into the outer wall, a second section extending the first section toward an outer wall, and a third section extending from the second section and terminating at an outer surface of the outer wall. The diffusion film cooling hole may provide a metering capability together with diffusion sections that provide a larger film cooling hole breakout and footprint, which create better film coverage and yield better cooling of the turbine airfoil. The diffusion film cooling hole may provide a smooth transition, which allows the film cooling flow to diffuse better in the second and third sections of the diffusion film cooling hole.",2008,B64C  11/00; F01D   5/20; B64C  11/16; F01D   5/14; F01D   5/08; F02C   7/18; F04D  29/58; B63H   1/14; F03D  11/02; B63H   7/02; F05D2260/202; F01D   5/18; F01D   5/186; B63H   1/28
275315455,US20080338201,Turbine airfoil cooling system with curved diffusion film cooling hole,"A cooling system for a turbine airfoil of a turbine engine having at least one diffusion film cooling hole positioned in an outer wall defining the turbine airfoil is disclosed. The diffusion film cooling hole includes a first sidewall having a first radius of curvature about an axis generally orthogonal to a centerline of cooling fluid flow through the diffusion film cooling hole and a second sidewall having a second radius of curvature about an axis generally orthogonal to the centerline of cooling fluid flow through the at least one diffusion film cooling hole. The radii of curvature of the first and second sidewalls are different such that the diffusion film cooling hole includes an ever increasing cross-sectional area moving from an inlet to an outlet, thereby diffusing and reducing the velocity of cooling fluids flowing there through.",2008,F02C   7/18; B64C  11/16; F01D   5/08; F01D   5/20; F03D  11/02; F04D  29/58; F05D2240/121; F05D2240/303; B64C  11/00; F01D   5/18; F01D   5/186; B63H   1/14; B63H   1/28; B63H   7/02; F01D   5/14; F05D2260/202
275315488,US20080338099,Turbine airfoil cooling system with divergent film cooling hole,"A cooling system for a turbine airfoil of a turbine engine having at least one divergent film cooling hole positioned in an outer wall defining the turbine airfoil is disclosed. The divergent film cooling hole includes a first section extending from an inner surface of the outer wall into the outer wall and a second section extending the first section and terminating at an outer surface of the outer wall. The divergent film cooling hole may provide a metering capability together with a divergent section that provides a larger film cooling hole breakout and footprint, which creates better film coverage and yields better cooling of the turbine airfoil. The divergent film cooling hole may provide a smooth transition, which allows the film cooling flow to diffuse better in the second section of the divergent film cooling hole.",2008,B64C   5/14; B64C  11/00; F01D   5/18; F01D   5/186; F05D2250/13; F05D2260/202; F03D  11/02; F04D  29/58; B63H   7/02; F01D   5/20; B63H   1/14; F01D   5/14; F01D   5/08
275315489,US20080338331,Turbine airfoil cooling system with diffusion film cooling hole having flow restriction rib,"A cooling system for a turbine airfoil of a turbine engine having at least one diffusion film cooling hole positioned in an outer wall defining the turbine airfoil is disclosed. The diffusion film cooling hole includes first and second sections. The first section may function as a metering section, and the second section may function as a diffusion section. The second section may include flow restriction ribs that direct the flow of cooling fluids in disproportionately larger amounts proximate to the downstream side of the diffusion film cooling hole.",2008,F01D   5/18; F01D   5/186; F04D  29/58; B64C  11/00; B63H   1/14; B63H   1/28; F01D   5/08; B63H   7/02; B64C  11/16; F01D   5/14; F01D   5/20; F03D  11/02
275342137,US20080451609,Wind-power unit with vertical axis,"A wind-power unit with a wind turbine, a generator with vertical axis a supporting pillar which supports the wind turbine, and a foundation for the supporting pillar (2). The generator includes a stator which is integrated with the foundation.",2008,F03D  11/04; F05B2240/95; Y02E  10/725; F03D  13/20; Y02P  70/523; E02D  27/425; F03D  13/10; F05B2220/706; Y02E  10/727; F03D  13/22; F03D   9/00; H02K   1/185; H02K   7/183; E02D  27/42; F03D   9/25
275359794,NL20091037537,DRIJVEND PLATFORM MET STROOMOPWEKKING GEKOPPELD AAN WINDTURBINE OP ZEE.,NULL,2009,F03B  13/18; F03D  13/25; Y02E  10/38; F05B2240/95; F03B  13/1845; Y02E  10/727; F03D   9/00; Y02E  10/725
275370328,PT20030704591T,WIND ENERGY TURBINE,NULL,2003,F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/50; F03D  80/70; F03D   1/02; F03D   1/00; Y02E  10/727; E02B2017/0091; F05B2240/95; Y02P  70/523
275417330,CN200920157232U,Integral installment automatic positioning aligning device of marine wind power generator set,"An integral installment automatic positioning aligning device of marine wind power generator set relates to the integral installment project of marine wind power generator set; wherein a crane ship hoists a fan integrally to a foundation platform, after hydraulic buffering and synchronous lifting, a couple of conical positioning pins are inserted into corresponding basin positioning pinholes, a video camera can receive partial light of an upper tower drum flange bolt hole, a computer calculates out deviation value and direction according to the circle center coordinates of an edge image of thebolt hole, a wireless network system is used to control a tangent and/or a radial hydraulic cylinder of an accurate positioning hydraulic automatic aligning device to extend cylinder, contract cylinder, lock or float, the lower positioning pinhole base drives the upper positioning pin to drive the upper tower drum flange until the circle center coordinates of the upper and the lower bolt holes are laminated completely, thereby completing automatic alignment of the upper and the lower flange bolt holes.",2009,F03D  13/10; Y02E  10/72; F03D  13/40; F05B2270/8041
275464261,US20080233878,Gas turbine airfoil,"A gas turbine airfoil (20) having a load-bearing core (30). A honeycomb structure (40A, 42A) is attached to pressure and/or suction sides (22, 24) of the core and is filled with ceramic insulation (50). A ceramic matrix composite boot (60A, 60B, 60C) may cover the leading edge (26) of the core. Edges (61, 62) of the boot may be attached to the core by rows of pins (63A, 63B) or by flanges (65) inserted in slots (69) in the core. The pins may be formed in place by forming pin holes (64) in the boot, clamping the boot onto the core, filling the pin holes with metal or ceramic and metal particles, and heating the particles for internal cohesion and solid-state diffusion bonding (66) with the core. The boot may have a central portion (71) that is not bonded to the core to allow differential thermal expansion.",2008,F01D   5/288; F03D  11/02; F05D2300/702; B64C  11/16; B64C  27/46; F03B   7/00; F04D  29/38; F05C2253/24; F05D2300/603; B63H   7/02; F01D   5/14; B63H   1/26; F05D2230/236; F01D  25/12; F05D2230/40; F05D2300/21
275464284,US20080526975,Floating device for production of energy from water currents,"The invention relates to an device for production of energy from currents in water, comprising a first element (10), a second element (20) and a plurality of turbine modules (750) connected to the first element. The second element is mounted on the first element in an approximately perpendicular relationship, the first element is adapted for submersion below a water surface, and an upper part of the second element projects up above the water surface when the plant is in production. The invention also relates to an anchoring device for a floating plant (10, 20), comprising mooring lines (24a, 24b) which are connected at one of their respective ends to the plant and which are connected at their respective second ends to buoys (50, 52), where the mooring lines (24a, 24b) extend substantially horizontally between the plant and the respective buoys.",2008,F03B  13/264; F03B  17/061; F03B  13/183; F05B2240/93; Y02E  10/28; F05B2240/301; B63B  21/50; B63B2035/4466; E02B2017/0091; F05B2240/95; B63B  35/00; F05B2240/214; F03B  13/10; F03D   3/065; F05B2240/97; F03B  17/06; Y02E  10/38; Y02E  10/74
275473760,FR20100050634,SUPPORT FLOTTANT POUR STRUCTURE OFF-SHORE TELLE QUE NOTAMMENT UNE EOLIENNE,"Ce support flottant pour structure off-shore telle que notamment une Èolienne, du type comportant des moyens en forme de m‚t de support (16) dont la partie supÈrieure est associÈe ‡ la structure et dont la partie infÈrieure est associÈe ‡ des moyens en forme de flotteur (18) et ‡ des moyens formant lest (17), est caractÈrisÈe en ce que les moyens en forme de flotteur (18) prÈsentent une forme gÈnÈrale ÈvasÈe ‡ partir de la partie infÈrieure des moyens en forme de m‚t (16), permettant de dÈfinir deux positions stables du support, l'une couchÈe et l'autre dressÈe sur les moyens en forme de flotteur.",2010,B63B  75/00; B63B   1/107; B63B  35/44; E02B2017/0091; F05B2240/93; E02B  17/027; F03D  13/25; Y02E  10/727; B63B  35/00; B63B  43/06; B63B   1/125; B63B2035/446; F05B2240/95; F03D  13/22
275497433,US20070160333,Drive train between a rotor and gear unit of a wind power plant,"A drive train between a rotor and a transmission having a torque support for a wind turbine generator system, including a rotor shaft extending from the rotor and supported in this area by a first rotor shaft bearing and extending to the transmission for converting the rotor speed into a desired generator speed, wherein the rotor shaft is supported by a second rotor shaft bearing formed in the manner of a moment bearing which is arranged on the input side within the transmission in order to receive the partial rotor forces, moments and weight forces and to directly pass them on to the torque support.",2007,B63H  15/00; F05B2240/50; B64C  11/00; F03D  80/00; A47C  21/04; B63H   1/00; B63H   3/00; B64C  27/00; F01D  25/00; F03B   3/12; F03D  11/02; B63H   5/00; Y02E  10/72; F03D  80/70; B63H   7/00; F03D  15/00; F03D  15/10; A47C   7/74; B63H  13/00
275497866,AU20080317693,Construction method and construction apparatus for offshore wind turbine generator,NULL,2008,Y02P  70/523; B63B  35/00; F03D  13/10; Y02E  10/721; B63B  27/10; F05B2230/6102; F03D  11/04; Y10T  29/49826; B66C  23/52; F03D  11/00; F05B2240/95; B63B  27/16; B66C  23/185; Y02E  10/727; B63B  35/003
275500044,EP20100158186,"Device and method for erecting at sea a large slender body, such as the monopile of a wind turbine","The invention relates to a method for erecting at sea a large slender body, such as the monopile of a wind turbine. The method comprises bringing the large slender body in a substantially horizontal floating condition at least partly underneath the work deck of a platform, attaching a tension cable to the slender body, and pulling on the tension cable using fixations means and guiding means that are provided at an edge of the work deck and are connected to it to gradually bring the slender body in an erected position along the edge of the work deck. The slender body is optionally driven into the under water bottom. The invention also relates to a device for performing the method. The method is reliable and obviates the use of large cranes.",2010,Y10T  29/49826; E02B  17/027; E02D  13/04; F03D   1/00; E02B  17/02; F03D  13/22; E02B2017/0039; E02B2017/0091; F05B2240/95; Y10T  29/53; E02B  17/00; F03D  13/20; Y02P  70/523; E02D  27/42; F05B2230/60; Y02E  10/727; E02B2017/0056; E02B2017/0065; F03D  13/10
275534141,CN200920069926U,Dedicated project barge for intertidal zone,"The utility model discloses a dedicated project barge for an intertidal zone, which is applied to the construction hoisting method of the equipment of an intertidal zone wind driven generator set. Thededicated project barge for the intertidal zone at least comprises a panel barge body which is used as a hoisting operation platform, wherein the panel barge body is provided with a pressurized-watersump, a water-inlet valve and a water-outlet valve. The dedicated project barge for the intertidal zone utilizes fully the hydrologic characteristic of the intertidal zone region, when a cabin is provided with the water-inlet valve and the water outlet valve, water enters the cabin to press the cabin so as to ensure the panel barge to be parked smoothly and steadily, the construction hoisting ofwind driven generator equipment in the intertidal zone region can be realized, and the utility model has the advantages of good stability, convenient transship and simple structure.",2009,B63B  27/10; Y02E  10/727; B63B  35/28
275544335,US20080241909,Method and system for limiting blade pitch,"A method for limiting blade pitch is provided. The method includes providing a brake assembly that is actuatable to limit blade pitch, providing a limit stop assembly including a stop wheel and a traveler movable relative to the stop wheel, and coupling the limit stop assembly to the brake assembly such that the limit stop assembly actuates the brake assembly when the traveler engages the stop wheel.",2008,F03D   9/00; F02C   9/58; B63H   3/00; B64C  11/30; Y02T  50/671; B64C  11/00
277480373,FR20090006329,"Barge i.e. fuel oil tank, for producing wind energy and water, has wind energy concentrator device whose outlet is communicated with inlet of condensation element comprising venturi throats mounted in parallel","The barge has a wind energy concentrator device in a form of a wind energy concentrator nozzle (10) whose outlet (16) is communicated with an inlet of a machine element (11) comprising a set of wind energy collecting turbines. The outlet is communicated with an inlet of a condensation element comprising a set of venturi throats or venturi channels (113) mounted in parallel, where the turbines and the venturi throats are assembled to form an outlet section of the wind energy nozzle.",2009,F05B2220/61; Y02E  70/10; B63B  35/44; F03D   1/02; F03D   1/04; F03D   7/04; F03D   9/00; F03D  13/25; F28B   5/00; F05B2240/931; Y02E  10/727; F05B2240/13; B63B2035/446
280656641,US20080259971,Wind turbine rotor,"A wind turbine rotor comprising a hub and a plurality of blades. The hub comprises a plurality of sites, each having a pair of spaced apart annular bearings for receiving a respective wind turbine blade. Each blade has a spar extending along a substantial portion of the length of the blade and protrudes from the proximal end of the blade. The spar protrudes into and is rotatably received within the respective spaced apart bearings and is fixed to the hub.",2008,F03D   1/0658; Y10T  29/49316; F03D  80/70; B63H   1/20; F03D   3/062; B23P  15/04; F03D   1/06; F03D   3/06; B63H  13/00; Y02E  10/74; Y02E  10/721; F03D   3/064
287156831,FR20100000582,DISPOSITIF DE COMMANDE PAR CREMALLERES DE LA POSITION ANGULAIRE D'AUBES PIVOTANTES DE TURBOMACHINE,"Dispositif dans une turbomachine pour commander une pluralitÈ d'aubes pivotantes dentÈes (30) rÈparties azimutalement autour de l'axe de la turbomachine, comportant une couronne d'actionnement (40) pour commander la position des aubes. Des crÈmaillËres (50) montÈes sur la couronne prÈsentent chacun une denture engrenÈe avec la denture de l'une des aubes pour placer cette derniËre dans une position angulaire choisie, et sont maintenus suivant la direction radiale par des moyens de positionnement radial (70) fixÈs ‡ l'aube. Chacune des crÈmaillËres est montÈ sur la couronne au moyen d'une pluralitÈ de guides (62A,62B) espacÈs suivant la circonfÈrence de la couronne, qui lient les dÈplacements de la crÈmaillËre et de la couronne suivant la direction circonfÈrentielle, et sont aptes ‡ coulisser, par rapport ‡ la couronne, pour chaque guide suivant la direction radiale qui lui est propre, et par rapport ‡ la crÈmaillËre, suivant une direction de mouvement (B) sensiblement radiale propre ‡ la crÈmaillËre.",2010,F03D   7/0224; F04D  29/36; B64C  11/32; F04D  29/362; B63H   3/002; B64C  11/30; B64C  11/48; F05D2260/74; B64D2027/026
290730411,EP20100159807,Offshore wind turbine installation,"Installation vessels and methods for offshore wind turbine installation are disclosed. In one embodiment, a cantilever mast is used to transfer of wind turbine components from an installation vessel to an offshore installation site and guide the transfer to prevent undesired swinging movements of the wind turbine components. In another embodiment, a main crane is used in cooperation with a guide arm to transfer and guide wind turbine components from an installation vessel to an offshore installation site.",2010,B66C  23/185; Y02E  10/727; B66C  23/18; B66C  23/20; Y10T  29/49828; B63B  35/00; B63B  35/003; B66C  23/207; E02B  17/02; E02B2017/006; F03D  13/10; F03D  13/40; Y10T  29/49631; Y10T  29/534; E02B2017/0043; Y10T  29/49904; E02B2017/0039; Y10T  29/49623; F03D   1/00; B63B2035/446; E02B2017/0091; F05B2240/95; B66C  23/26; B66C  23/52; E02B  17/021
291109034,CN200910144352,Generating set using hydraulic power and natural wind as hybrid power,"The invention discloses a generating set using hydraulic power and natural wind as hybrid power. Sealed cymbiform floating bodies are formed into a floating body cluster and arranged on the sea level in parallel; a flow path is formed between adjacent floating bodies; the upper end of the floating body is laid with double layers of upper deck and lower deck; a deck arranged on the upper end of the flow path is provided with a base, and the base is fixed on the deck to be connected with the deck into a whole; the upper end of the base is provided with a hanger frame; the upper end of the hanger frame is provided with a fixed tray, and the upper end of the fixed tray is provided with a turntable; the turntable is provided with a hanger arm, and the hanger arm is installed and fixed on the turntable and is fixed into a whole with the turntable; two ends of the hanger arm are provided with lifting arms, and the lower side of the lifting arm is provided with a lifting rod; the lower end of the lifting rod is provided with a jointing shaft, the outer end of the jointing shaft is provided with a dive impeller, and the inner end is provided with an arm adding accelerator; and the rear end of the arm adding accelerator is provided with a generator. The invention has special design and reasonable structure, scientifically uses regenerative resource networking to generate electricity and fills the gap of electric power industry at home and abroad.",2009,F03B   3/12; F03D  13/25; F03D   9/25; Y02B  10/30; F03B  13/00; F03D   1/06; Y02E  10/721; Y02B  10/50; Y02E  10/223; Y02B  10/70; Y02E  10/727
291112956,KR20090056156,WIND POWER GENERATING APPARATUS,"PURPOSE: A wind power generator is provided to improve generation efficiency by spirally forming a central axis of a rotary blade along the longitudinal direction of a rotary shaft. CONSTITUTION: A wind power generator comprises a housing(70), a rotary shaft, a rotary blade(20), a blade fixing part(30), a magnetic part, a corresponding magnetic part, and a generator. The rotary shaft is installed in the housing. The rotary blade is installed in the rotary shaft. The blade fixing part fixes the rotary blade on the rotary shaft. The magnetic part is installed above the housing. The magnetic part floats the blade fixing part on the housing upward. The corresponding magnetic part is installed beneath the blade fixing part in order to cope with the magnetic part.",2009,F03D   3/06; F03D   3/005; Y02E  10/74; F03D  80/70; F05B2240/51; F03D   3/061; F05B2240/211; F03D  11/02; F03D  11/00
298708931,US20080248238,Method for controlling a wind turbine using a wind flow model,"A control device is provided which is adapted for controlling at least one operational parameter of a wind turbine including a machine nacelle and a rotor having at least one rotor blade. The control device includes an input adapted for inputting a signal which is indicative of environmental data of the wind turbine, an evaluation unit adapted for generating at least one control signal on the basis of currently acquired environmental data and on the basis of previously acquired environmental data, and an output adapted to output the control signal adapted for adjusting the at least one operational parameter of the wind turbine.",2008,F03D   7/0224; F05B2270/32; Y02E  10/723; B64C  11/00; F03B   7/00; F05B2270/404; F05B2270/708; F03D   7/0204; F03D   7/043; F05B2270/321; B63H   3/00; B64C  27/00; F03D   7/02
298884991,EP20100711622,OFFSHORE WIND PARK,NULL,2010,B63B2001/128; B63B2035/446; B63B  35/44; F05B2240/95; B63B   1/10; F03D   7/0204; F03D  13/25; F05B2240/93; Y02E  10/727; F05B2240/96; F03D   1/00; B63B   1/00; Y02E  10/723; B63B   1/107; F03D  13/10
300394839,NL20102004144,APPARATUS AND METHOD FOR PLACEMENT OF A CONSTRUCTION ON THE BOTTOM OF THE SEA.,NULL,2010,E02B  17/02; E02B2017/0091; E02B2017/0039; B63B  75/00; E02B2017/0047; B63B  27/02; F03D   1/00; B63B  27/08; B63B  35/00; E02B2017/0065; F03D  13/10; B63B  35/003; E02B  17/00; E02B  17/021
311605508,US20090580807,Wind turbine foundation monitoring system,"A load measuring system for measuring the loads on a foundation for wind turbines is disclosed. A load measuring device is mounted on a rock anchor pad for a turbine and measures the loads on the anchor. Signals from the load measuring device are transmitted to a remote location. The load measuring device is installed on selected rock anchor pads, distributed evenly about the foundation pad. The signals from the load measuring are transmitted to a control station at a remote location, thereby enabling continuous monitoring of the loading conditions on the rock anchors. The signals from a plurality of load measuring systems may be transmitted to the control station, so as to allow monitoring of a group of wind turbine foundation pads at a single location.",2009,E02D  27/42; E02D  33/00; G01M   9/00
311608372,US20080253537,Turbine blade including mistake proof feature,"A turbine blade includes a platform, an airfoil located on one side of the platform, and a base located on an opposite side of the platform. The base includes an attachment portion that is receivable in a blade retention slot of a turbine disk and a shelf located outside the turbine disk. The shelf includes a mistake proof feature that projects from an outer surface of the shelf.",2008,B64C  11/16; B64C  27/46; F03B   7/00; B63H   7/02; F03D  11/02; F01D   5/30; F05D2230/64; F01D   5/3007; F01D   5/14; F03B   3/12; F05D2230/60; B63H   1/26; F04D  29/38
315402427,SE20080001992,Flytbart vindkraftverk (V-form),NULL,2008,F03D  13/25; F03D   1/02; F03D  11/04; F05B2240/95; F03D  13/10; Y02E  10/727; F03D  13/22; F05B2240/93
315404073,EP20090822275,A FLOATABLE WIND POWER PLANT,NULL,2009,F03D   7/02; F03D  13/25; F03D  11/04; F03D   1/02; F03D  13/22; F05B2240/93; F03D   7/0204; Y02E  10/727; F05B2260/74
315442420,RU20080128194,METHOD FOR WIND ENERGY CONVERSION AND DEVICE FOR ITS REALISATION,"FIELD: power engineering. ^ SUBSTANCE: in method for wind energy conversion air wind flow is sent to inlet of wind speed amplifier. Outlet of amplifier is connected by means of air duct to inlet of working chamber of multipiston rotor motor. Three walls of working chamber are arranged as fixed, and slots of spent air exhaust are arranged on them. One wall of working chamber is arranged as movable, freely rotating, with pistons arranged on it along length of working chamber. At outer side of movable wall of working chamber there are poles of permanent magnets of electric machine installed with fixed anchor and windings, walls of cone-shaped amplifier of wind speed are arranged as movable, opening, and are equipped with limiter of wind speed and link of wind direction search. In device for conversion of wind energy, amplifier of wind speed is arranged as having conic shape with movable sliding walls. Outlet of wind speed amplifier is connected by means of air duct to inlet of working chamber of multipiston rotor motor. ^ EFFECT: increased efficiency of wind energy conversion within a wide range. ^ 2 cl, 2 dwg",2008,F05B2220/7068; F05B2240/13; F03D   3/04; Y02E  10/74; F05B2250/12; F03D   3/0427; F03D   9/00; F05B2250/232; F03D   3/002
315443753,ES20070002708,DISPOSITIVO GENERADOR DE FUERZA MOTRIZ,"El dispositivo generador de fuerza motriz comprende una columna (1) provista de una pluralidad de elementos flexibles (3) colocados alrededor de dicha columna (1), que al interponerse al flujo reaccionan girando positivamente alrededor en un mismo sentido, y se caracteriza por el hecho de que dichos elementos flexibles son unas membranas aerodin·micas (3) cuya disposiciÛn y forma sigue patrones espirales logarÌtmicos y por el hecho de que comprende un cabezal desplazable (2) colocado en la parte superior de dicha columna central (1) y una base (4) colocada en la parte inferior de dicha columna (1), estando fijada cada membrana (3) en su parte superior a dicho cabezal desplazable (2) y en su parte inferior a dicha base (4). Permite equilibrar las fuerzas cinÈticas, gravitatorias y centrÌfugas, minimizando las resistencias.",2007,F05B2210/16; F05B2240/311; F05B2240/93; F03D   3/06; Y02E  10/727; Y02E  10/74; F03D  13/25; F03D   3/061
315445609,RU20080142584,CONVERSION OF WIND POWER INTO ELECTRIC POWER,"FIELD: power engineering. ^ SUBSTANCE: hollow aircraft is made lighter, than air and has an aero-dynamic profile created with lower spherical and flat upper surfaces. The aircraft is conjugated with a cable by means of guard rails. In a lower part the cable passes through a funnel-type rigidly secured receiver with rounded edges. The cable is conjugated with a winch. A movable clamp with a fixing bolt is arranged in a lower part of the cable; an anchor shaft is attached to the movable clamp by means of a rigid rod; the anchor performing advance motions is located inside the immovable stator of the electric generator. The lower end of the shaft is coupled with an extension-compression spring, the lower end of which is fastened on immovable surface. Upper surface of the aircraft can be equipped with a screen extending beyond bounds of upper surface perimetre. Also upper part of the aircraft can contain a keel with surface perpendicular to that one of the upper part; and the keel passes from the centre to periphery of the upper part. An air ball can be arranged above the aircraft. ^ EFFECT: conversion of power of wind blowing at even lowest speed into oscillating motion of working element and subsequent utilisation for generating electric power. ^ 5 cl, 4 dwg",2008,Y02E  10/70; F03D   5/06
315447425,EP20100713853,COMPOSITE COMPONENTS AND HEAT-CURING RESINS AND ELASTOMERS,NULL,2010,A61F2002/5055; B63B   5/24; F05B2280/5001; F05C2251/02; Y02T  50/43; B32B  25/08; B64C  27/473; B29C  70/086; B60R  25/04; B63B   3/68; B63B  34/20; F05B2260/96; A61F2002/5056; A63C   5/122; A63C  11/227; B60R2325/304; B63B  32/57; B64C  39/00; Y02T  70/143; F05B2280/6003; F05C2253/04; Y10T 428/31855; F03D   1/065; Y10T 428/31663; Y10T 442/2926; B32B  25/10; B32B  27/04; B60R  25/10; B63H  16/04; B64C2027/4736; B32B  17/04; Y02E  10/721; Y10T 428/31504; Y10T 428/31826
315448718,NL20102004169,WERKWIJZE EN INRICHTING VOOR HET VERTICAAL STELLEN VAN EEN HOLLE EERSTE ZUIL OP EEN IN HOOFDZAAK VERTICALE TWEEDE ZUIL.,NULL,2010,E02B  17/027; E02B  17/0809; E02D  27/42; E04H  12/22; E02B2017/0091; E02D  27/52; E02B  17/02; E02B  17/08; E02D   5/28; E02D   5/285; E02B  17/0004; E04H  12/2284; Y02E  10/727
315458192,EP20100161848,Device for assembling a large structure at sea,"Device for assembling a large structure at sea, particularly a wind turbine (50). The device comprises a support structure (20) for a component of the structure which can be arranged on a transport vessel, wherein a part of the support structure (20) is movable from a transport position ( Fig. 1A ), in which the component is transported, to an assembly position ( Fig. 2A ) in which the component is rotated and/or tilted relative to the transport position. The movable part (24) is provided with fixing means for fixing of the component. The invention likewise relates to a method for assembling a large structure at sea.",2010,F03D  13/10; B66C  23/34; Y02E  10/727; F03D   1/00; F03D  13/40; B66C  23/52; F03D  11/04; F05B2240/95
315477094,US20080274985,Aerogenerator having rotation support unit for facilitating rotation of rotational body,"Disclosed herein is an aerogenerator having a rotation support unit for facilitating rotation of a rotational body. The aerogenerator includes a support pillar, a rotational body, vanes, a rotating force transmission unit, a generating unit and a rotation support unit. The support pillar has a hollow space therein and has a support extension on the upper end thereof. The rotational body is provided on the upper end of the support pillar so as to be rotatable using the rotation support unit. The vanes are provided on opposite ends of the rotational body. The rotating force transmission unit transmits rotating force of the vanes to the generating unit. In the present invention, the rotation support unit comprises a rotating plate which is provided between the rotational body and the support pillar, and first rollers which are provided in the rotating plate and are in contact with the rotational body and the support extension. The rotation support unit further comprises second rollers which are provided under the rotating plate and are in contact with the inner surface of the hollow space of the support pillar. Therefore, the rotational body can easily rotate on the upper end of the support pillar by the first rollers, and the rotational plate can be prevented from being separated from the upper end of the support pillar by the second rollers.",2008,F03D   9/00; F03D   1/025; F03D  15/20; F03B  15/06; B63H   7/00; F03D   7/0204; Y02E  10/723; F03D  15/00
315479417,US20080265995,System and method for reducing bucket tip losses,"A system including an airfoil portion of an unshrouded turbine bucket, which includes a pressure-side surface and suction-side surface each extending from a root surface to a tip surface and joined at a leading edge and a trailing edge, the pressure-side surface having a generally concave shape and the suction-side surface having a generally convex shape; the airfoil portion having an increasing stagger angle in a span-wise direction from the root surface to the tip surface and an increasingly loaded suction-side surface as the suction-side surface approaches the tip surface and the tip surface approaches the leading edge, the airfoil portion having a resultant lean in a direction of the suction-side surface as the leading edge approaches the tip surface, and the pressure-side surface and the suction-side surface each having a locally reduced or reversed curvature in a direction of the pressure-side surface at their intersection with the tip surface.",2008,B64C  11/16; F03B   7/00; B63H   7/02; F01D   5/20; F04D  31/00; F01D   5/14; F05D2240/301; F05D2250/71; B64C  27/46; F01D   5/141; F04D  29/38; F05D2250/70; B63H   1/26; F01D  11/08; F03B   3/12; F03D  11/02; F05D2250/20; F05D2240/55
315514594,GB20100003789,Method for the transport of a civil engineering structure in an aquatic medium,"The invention provides a method for the transport of a civil engineering structure 1 in an aquatic medium. According to this method at least one float 2 is associated with the civil engineering structure in such a way as to ensure that the said civil engineering structure floats stably in an aquatic medium 6, the said float surrounding the civil engineering structure and a bottom portion of the civil engineering structure extending below the said float, and the civil engineering structure and the associated float are caused to move in the aquatic medium to a desired position. The method also discloses that the civil engineering structure is placed on a lift (9, Fig 4) and introduced into the aquatic medium by descent of the lift into the aquatic medium. The civil engineering structure may be an offshore wind generator.",2008,B63B  27/16; E02B2017/0069; B63B  35/00; B63B  35/003; E02B  17/027; E02B2017/0039; E02B  17/00; Y02E  10/727; E02B2017/0091
315550906,CN200910110395,Platform used for collecting marine energy sources,"The invention relates to a platform used for collecting marine energy sources, which comprises a solar energy collection device, a wind energy power generation device and a tidal power generation device. The platform also comprises an electric energy gathering device used for gathering and outputting electric energy output by the collection device or the power generation devices. Each device is installed on the platform which is arranged on the sea surface. The platform comprises a bracket, a platform face and a bracket, wherein part of the bracket is sunk into the sea surface, the platform face is arranged on the bracket, and the bracket is arranged at the platform face and is used for installing the solar energy collection device and the wind energy power generation device. The platformused for collecting the marine energy sources has the following advantages: as various energy source collection or power generation devices are arranged on one platform and the platform is arranged on the sea surface, energy is effectively collected, and the conversion devices also can not occupy land resources, thereby collecting various energy sources existing on the sea surface effectively andsafely.",2009,B63B2035/4466; Y02E  10/30; B63B  35/44; F03D   9/008; F05B2240/93; F03D   9/007; H02S  10/12; Y02E  10/38; F03D  13/25; F03D   9/00; Y02E  10/72; B63B2035/4453; B63B2035/446; F03B  13/26; H02N   6/00
315553280,CN200920011022U,Rotary boom mechanism,"The utility model relates to a rotary boom mechanism, which is a special hoisting tool used in the technical field of structural installation of wind power generators or tower devices. The utility model is mainly characterized in that the rotary boom mechanism is formed by a rotary boom body, a hoisting pulley block, a floating pulley, a cable tensioner and a trunnion seat, wherein the hoisting pulley block is assembled at the head of a boom, the floating pulley is assembled at the middle part of the boom, the cable tensioner is assembled on a reinforcing plate at the tail part of the boom, the trunnion seat is assembled at the lower part of the force arm of the rotary boom body and the trunnion seat is assembled at the upper end part of a tower. After the rotary boom mechanism is assembled with a wind power generation tower, the rotary boom mechanism is used as a fly jib to hoist a hundred-ton generator set. The utility model has the advantages that more than 40 percent of hoisting expenses are saved.",2009,B66C  23/16; F03D  13/10; Y02E  10/72; B66C  23/62
315553943,CN200920028638U,Yawing brake device of wind generating set,"A yawing brake device of a wind generating set belongs to parts of the wind generating set, and comprises a brake caliper and a brake disc positioned inside a jaw of the brake caliper. The device is characterized in that the brake disc is annular and hollow, and the outside of the brake disc and a yawing-bearing inner ring are together fixed on a tower cylinder; and the brake caliper is a floating type, and positioned in an annular and hollow area of the brake disc, and a bolt fixes the brake caliper on an engine room by a filling block. The brake device not only can realize the yawing brake function, but also can adjust the hydraulic pressure of the brake caliper to enable the yawing brake device in a half-braking condition during a wind-facing process, thereby ensuring a smooth wind-facing performance; and the effect that an engine room direction is kept through fully braking is realized after wind-facing.",2009,F03D   7/00; Y02E  10/723
315553960,CN200920028637U,Rotor brake device of wind generating set,"A rotor brake device of a wind generating set is utilized for controlling the operation of an electric generator, and is characterized in that a floating-type brake caliper is fixed at the upper part on one side of a high speed shaft of a speed increasing box, a brake disc and a coupler are fixed together, and the coupler is connected with the high speed shaft of the speed increasing box; and the outer edge of the brake disc is positioned inside a jaw of the brake caliper. In case a brake fails in a situation of power failure or emergency brake, the brake is realized simply through a spring force; and in a working condition of normal power generation, the floating-type brake caliper overcomes the spring force under the action of a hydraulic pressure mechanism, and the brake is released. The utility model can improve the running safety of the wind generating set.",2009,F16D  55/22; F03D  80/00; F16D  65/18; Y02E  10/722
315596531,CN200920048216U,Wind power generation yawing speed reducing device,"The utility model relates to a wind power generation yawing speed reducing device. Four stages of planetary transmission structures which are arranged inside a tank body are mutually connected and then sequentially driven to an output gear shaft, the upper end of the tank body is connected with a motor flange, the output gear shaft is arranged inside a supporting body through an upper bearing and a lower bearing and is sealed via an oil seal base, a first-stage inner gear ring is connected into the motor flange through bolts, a motor input connecting sleeve is arranged inside the motor flange via a bearing, inner teeth of the motor input connecting sleeve are identical to external gear modulus and teeth number of a first-stage sun gear, an pressure angle of the inner teeth of the motor input connecting sleeve is 20 degrees, and the inner teeth are in mutual mesh transmission. The wind power generation yawing speed reducing device is compact in structure, reasonable in design and convenient in manufacturing, and a planetary gear meshed with the floating sun gear is uniform in stress and fine in uniform loading effect. In addition, the wind power generation yawing speed reducing device is strong in bearing capacity and anti-impact capacity, stable in operation and fine in sealing property, is not easy to cause environmental pollution, and meets requirements of customers.",2009,F16H   1/28; F03D  15/00; F16H  57/02; F16H   1/46
315596738,CN200920040986U,Double oblique gear planet driving device for nuclear power water circulation cooling pump,"The utility model relates to a double oblique gear planet driving device for a nuclear power water circulation cooling pump, which is characterized in that a sun gear, a planet gear and an inner gear inside the planet driving device are respectively provided with two oblique gears with reverse rotation direction and identical gear portion parameters, the two oblique gears on the sun gear respectively mesh with the two oblique gears on the planet gear, the two oblique gears on the planet gear mesh with the two oblique gears on the inner gear, and axial forces between each two meshing oblique gears are offset. By adopting the unique double oblique gear planet driving structure, the double oblique gear planet driving device has large carrying capacity, comparatively stable and reliable running, and has no need of bearings for positioning as floating connection is employed between the inner gear and an inside-outside coupling, and between the inside-outside coupling and a box body. Besides, the driving device has strong automatic load balancing capability, high driving efficiency, fine reliability and long service life, and the overall machine occupies small space, thereby the driving device meets the requirements of high reliability and long service life of driving devices in the fields of nuclear power, hydropower and wind power electricity generation.",2009,F16H  57/02; F16H   1/28
315641349,US20090400617,Tapered helical auger turbine to convert hydrokinetic energy into electrical energy,"A helical auger turbine and hydrokinetic device for use with electrical generators for producing electricity. The auger turbine includes a generally helical turbine blade rotatably mounted on a central shaft, which may be tapered at each end, and a flange extending perpendicularly to an edge of the turbine blade. At least one turbine blade support connection is included for connecting the central shaft to a support structure. An electrical generator may be powered by the helical auger turbine, that can be used in a tidal water flow. The helical auger turbine can operate a high pressure pump connected to a hydraulic accumulator for storing pressurized hydraulic fluid from the high pressure pump. An electrical generator can be operated by hydraulic fluid delivered from the hydraulic accumulator at times of slow water flow. A plurality of helical auger turbines can be horizontally oriented under water, tethered to legs of an ocean platform such as an oil rig secured to the seabed.",2009,F04D   3/02; F03B  13/12; F03B  13/26; F03B  13/264; F03B  17/061; F05B2240/40; F05B2250/25; F05B2250/292; Y02E  10/28; Y02E  10/38; F05B2240/97; Y02E  10/725
315642519,US20090366312,Wind energy plant with a central control device and a control unit in the rotor and method for the operation of such a wind energy plant,"A wind energy plant with a nacelle, a rotor, which features at least one rotor blade adjustable in its blade pitch angle, a central control device for controlling the wind energy plant and a control unit disposed in the rotor for controlling the blade pitch angle of the at least one rotor blade, wherein the central control device and the control unit in the rotor can exchange data with each other via a data link, which comprises at least one first sending and receiving device at the nacelle side and at least one second sending and receiving device at the rotor side, wherein a wireless network connection with a safety-oriented communication protocol is provided between the at least one first sending and receiving device and the at least one second sending and receiving device, and that one monitoring- and communication device at a time is associated to the first and/or the second sending and receiving device, which can monitor the function of the sending and receiving device and initiate a predetermined action in the case of an error.",2009,F03D   7/047; F03D  11/00; F05B2270/328; B63H   3/00; F03D   7/00; F03D  17/00; Y02E  10/723
315651630,AU20100100360,Energy-saving and wind-powered aerator,NULL,2010,F05B2240/95; F03D  13/25; Y02E  10/727; C02F   7/00; F05B2230/6102; F05B2240/93; Y02P  70/523; F03D  13/10
315655185,EP20100717729,EXTRACTING WAVE ENERGY IN A WIND TURBINE INSTALLATION,NULL,2010,B63B  39/062; F05B2240/93; F03D   7/0272; Y02E  10/727; F03D   7/04; Y02E  10/38; F03D   7/042; F03D   7/0276; Y02E  10/723; F03D   7/02; F03D  13/25
315660002,EP20100163936,Floating support with improved bracing,"The support (2) has a floatable supporting frame (7) including connector plugs (20, 21, 23, 24) that are horizontally spaced at a distance from each other. Anchors (9-11) are fixedly arranged and horizontally spaced from each other. Bracing units are extended from the connector plugs to the anchors, where the connector plugs are arranged at corners of polygons. The supporting frame includes lifting bodies (12, 13) that are arranged at radial outer positions of the supporting frame. Two of the bracing units are fixed to one of the anchors.",2010,B63B  21/502; B63B2035/446; B63B  21/50; F03D  13/25; F05B2240/93; Y02E  10/727; B63B  21/29; B63B  35/44
315666923,KR20080086035,Tower Supporting Structure of Wind Turbine Equipment,"PURPOSE: A tower support structure of a wind turbine facility is provided to evenly distribute the load exerted on a pedestal plate and a base plate by inserting an elastic member in a through hole of the pedestal plate and installing a steel reinforcement in the gap. CONSTITUTION: A tower support structure of a wind turbine facility comprises a pedestal plate, a base plate(225), and an elastic member(240). The pedestal plate is a hollow cylinder with one or more through holes. The base plate surrounds the pedestal plate and has a ring-type anchor extended from the bottom. The elastic member has a ring shape keeping specified thickness and is inserted into the through hole.",2008,Y02E  10/726; F03D  13/22; F03D   9/25; F03D   1/00; F03D  11/04; F03D  80/50; Y02E  10/727
315678033,KR20090072085,OFFSHORE FIXED TYPE OF REMOTE AUTO FEEDING SYSTEM FOR FISH FEEDS,PURPOSE: A remote automatic feed supply system is provided to structure automatic feed supply facility in the sea where a person has difficulty to access based on weather condition. CONSTITUTION: A remote automatic feed supply system in the sea comprises: a marine basic facility(1) which is mounted in the sea and wherein upper portion is exposed on the water surface; a feed storage tank(10) for storing seed; a feed supply device(20) mounted on the marine basic facility; an automatic control equipment(31) which automatically controls the seed storage tank and supply tank; a remote telecommunication facility for controlling the automatic control facility; and window for marine tourism.,2009,A01K  61/80; H04N   7/18; A01K  61/02; G06Q  50/02; Y02E  10/70; G05B  11/00
315687872,JP20080233647,TAUT MOORING FLOAT AND METHOD FOR TOWING AND INSTALLING TAUT MOORING FLOAT,"<P>PROBLEM TO BE SOLVED: To provide a taut mooring float and a towing and installation method for a taut mooring float, securing stability by increasing static restoring force of the taut mooring float in towing and installing the taut mooring float to thereby decrease the required capability and use frequency of a large-sized ocean crane, besides performing the fitting work and length adjusting work for a taut mooring rope above the water surface in installation and after the installation. <P>SOLUTION: In this taut mooring float 1, a float 12 having a columnar body 12a penetrating through the water surface 3 and a submerged buoyancy body 12b and a lower mooring part 14c installed at the bottom of the sea are connected to one another by a plurality of taut mooring ropes 13, and tension is applied to the taut mooring ropes 13 to hold the position of the taut mooring float. A mooring member 15 having a water surface penetrating buoyancy part is connected to the submerged buoyancy body 12b, and the upper end of the taut mooring rope 13 is fixed to an upper mooring part 15c provided above the water surface of the mooring member 15. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2008,B63B  35/00; B63B  21/502; E02D  27/42; F05B2240/95; F03D  13/25; B63B   1/107; B63B2021/505; F05B2240/93; B63B  35/44; B63B  43/04; B63B  21/50; B63B2035/446; E02D  27/425; Y02E  10/727
315701993,US20090640855,Tapered helical auger turbine to convert hydrokinetic energy into electrical energy,"A helical auger turbine and hydrokinetic device for use with electrical generators for producing electricity. The auger turbine includes a generally helical turbine blade rotatably mounted on a central shaft, which may be tapered at each end, and a flange extending perpendicularly to an edge of the turbine blade. At least one turbine blade support connection is included for connecting the central shaft to a support structure. An electrical generator may be powered by the helical auger turbine, that can be used in a tidal water flow. The helical auger turbine can operate a high pressure pump connected to a hydraulic accumulator for storing pressurized hydraulic fluid from the high pressure pump. An electrical generator can be operated by hydraulic fluid delivered from the hydraulic accumulator at times of slow water flow. A plurality of helical auger turbines can be horizontally oriented under water, tethered to legs of an ocean platform such as an oil rig secured to the seabed.",2009,F05B2240/97; F03B  13/00; Y02E  10/725; F03B  13/12; F03B  13/264; F03B  17/061; F05B2250/25; F05B2240/40; F05B2250/292; H02K   7/18; Y02E  10/28; Y02E  10/38
315703627,US20090623853,Off-shore wind turbine and method of erecting a wind turbine tower,"An off-shore wind turbine includes a tower, a pile forming at least part of a foundation carrying the tower, a radial distance element extending outward from the tower and the pile, and a plurality of connecting elements extending from the radial distance element to at least one of the tower and pile, the plurality of connecting elements being configured to vertically align the tower on the pile. A method of erecting the wind turbine tower is also disclosed.",2009,E02B2017/0091; F05B2240/95; E02B2017/0065; F03D   9/00; E02D   5/00; E02D  13/00; E04H  12/00; F03D  13/22; F03D  13/25; E02B  17/0034; F03D  13/10; Y02E  10/727
315703685,US20090574712,Blade pitch controlling apparatus and application thereof,"A blade pitch controlling apparatus and an application thereof are described. The blade pitch controlling apparatus includes a centrifugal device and a blade pitch variable device, and the blade pitch variable device is arranged under the centrifugal device. The blade pitch variable device has a downward stroke that is variable by the centrifugal device according to a centrifugal force induced thereon so as to drive the blade pitch variable device to change the setting angle of the blades of the wind power generator.",2009,Y02E  10/723; B63H   3/02; F03D   7/00; F05B2260/74; F05B2260/77; F03D   7/0224
315793964,KR20090135276,WATER TREATMENT APPARATUS OF SELF POWER-GENERATION TYPE,PURPOSE: A self power generating type apparatus for purifying water is provided to increase the concentration of dissolved oxygen in a stagnant water zone without the supply of external electric power. CONSTITUTION: A self power generating type apparatus for purifying water comprises: a water purifying apparatus main body(1) floating using a floating body(10); a wind power generation module(20) and a solar power generation module(30) which are exposed to the surface of water using the floating body; a storage battery(40) for charging electrical energy generated from the wind power generation module and the solar power generation module; a motor(50) which is driven by a power source of the storage battery; an underwater impeller which is operated using rotation drive of the motor and generates upflowing water in a stagnant water; a corrugated pipe(70) offering a flow path the upflowing water; and a circulation hopper(60) of the funnel form in which an opening is sunk.,2009,C02F   3/16; C02F   7/00; C02F2201/009; Y02E  10/56; Y02E  10/76; Y02W  10/15; C02F2201/002; B01F   3/04; C02F   1/74
315798415,US20090474261,Method for assembling jointed wind turbine blade,"A method of assembling a wind turbine blade comprises providing a first blade segment comprising at least two first spar cap segments; providing a second blade segment comprising at least two second spar cap segments; inserting the second blade segment into the first blade segment wherein a spar cap cavity is formed between each set of corresponding first and second spar cap segments; injecting an adhesive into the spar cap cavities to bond the blade segments together, wherein a scarf joint is formed between each set of corresponding first and second spar cap segments.",2009,B29C  65/54; B29C  66/116; B29K2105/06; B29C  66/1142; B29C  66/54; B32B  37/00; B32B  37/12; B63H   1/26; B64C  11/12; F04D  29/38; F05B2240/302; B29C  66/721; B29C  65/542; B29K2105/04; B29L2009/00; B29L2031/082; B63H   5/125; F03D   1/0675; F03D  11/02; Y10T  29/49336; B29C  66/1122; B29C  66/114; B29L2031/085; B63H   1/06; B64C  11/16; B64C  27/46; F03B   7/00; B29C  65/483; B29C  66/7212; B29C  66/723; B29C  66/72323; B29C  66/72326; B29C  66/72329; B29K2307/00; B29L2031/7504; B63H   7/02; C09J   5/00; F01D   5/14; Y02E  10/721; B29C  65/00; B29C  66/727; B29C  66/543; B29K2309/08; Y02P  70/523
315799323,US20090498798,Wind turbine acoustic emission control system and method,A system and method for controlling noise generated from a wind turbine is disclosed. The method includes selectively adjusting the angle of pitch of the blade in response to an amount of noise generated being above a predetermined amount and maintaining the amount of noise generated at or below the predetermined amount of noise.,2009,F01D   5/00; F03B  15/06; F03D   7/0296; F03D   7/042; F05B2260/96; B63H   7/00; B64C  11/12; B64C  11/30; F03D   9/00; F05B2270/333; Y02E  10/723; B63H   3/00; G05D  17/00; H02P   9/04; B64C  27/00; F01N   5/00; F03D   7/02; F03D   7/0224; F04D  29/36; G05B  13/00; B64C  11/06; F01D   7/00; F04D  29/18; F04D  29/26; G05B  15/00; G05D   3/12
315799405,US20070598618,Energy storage systems,"Different types of energy storage systems are described, in particular hydro-pneumatic storage systems. In one, energy is stored by compressing gas in a chamber (44,45,54,55) with a liquid piston and released by gas expansion. A spray head or grid at the top of the chamber (44,45,54,55) supplies liquid as a shower through the gas being compressed or expanding in the cylinder (11,12) to maintain an isothermal condition. In another, energy is stored from an array of solar cells connected to an array of supercapacitors forming an auxiliary storage, and a main energy storage device such as a hydro-pneumatic storage system, for supply to an AC or DC network. The efficiency is improved by connecting the solar cells via the array of supercapacitors to the AC or DC network. An immersed hydro-pneumatic storage device for off-shore/on-shore power generation systems comprises a cylinder that is immersed in a liquid mass, wherein energy is stored by compressing gas with a liquid piston and energy is released by gas expansion. The mass of liquid maintains an isothermal condition in the cylinder during compression and expansion.",2007,F03D   9/007; F03G   6/001; H01L  39/00; H02J   3/383; H02J   7/00; H02J   7/35; Y10T 137/2931; H02J   3/385; Y02E  10/465; F03B  13/06; F03D   9/00; H02J   1/12; H02J  15/006; Y02E  10/563; Y02E  10/566; Y02E  10/72; Y10T 307/336; Y10T 307/544; Y10T 307/62; F03B  17/02; F03D   9/17; H02J   1/10; Y02E  10/766; F02C   6/16; F03D   9/255; F03D   9/28; F03D  13/25; H02J   7/34; H02J   9/00; Y02E  10/58; F05B2210/18; H02J   7/345; Y02E  60/15; Y02E  60/17; F03G   7/00; H02J   3/28; Y02E  70/30
315839923,EP20100165225,Floating offshore wind turbine,"A floating offshore wind turbine includes: a floating body (3); a plurality of wind turbines (1; WTG 1 to WTG 9); a movable mooring mechanism (4, 7) mooring wind turbines (1) on the ocean while maintaining relative positions of the wind turbines (1) and also changing the relative positions; and a control device controlling the drive of the movable mooring mechanism (4, 7) based on a wind direction measured by an anemoscope to change the relative positions of the wind turbines (1) such that a total number of rotors (2) entering a wake flow of another rotor (2) decreases. The movable mooring mechanism (4, 7) is constituted, for example, by a mooring cable (4) and a winding device (7). The relative positions of the wind turbines (1) are changed by providing a floating body (3) for each wind turbine (1) and moving the mooring position of the floating bodies (3), or by providing a single floating body (3) for a plurality and causing the floating body (3) to yaw.",2010,F03D   7/048; F05B2240/95; F03D  13/25; B63B  21/50; F03D   1/06; Y02E  10/727; F03D  11/00; F03D   7/04; F05B2240/93; F03D  11/04; Y02E  10/723; Y02E  10/721
315850496,GB20100004888,Variable electrical generator,"A variable electrical generator 20 is operable to convert mechanical motion to electrical power. The generator includes at least a stator element 60 and a rotor element 50, where the rotor has a number of magnets 90 disposed around it and the stator includes a number of modules 80 comprising coils. The modules generate wavelets 30 in response to the coils interacting magnetically with the magnets, and a control arrangement 70 combines the wavelets to generate a composite synthesized power output 10 from the generator. The generator may be used in a renewable energy system, for example in a tidal water turbine, in a wind turbine, in association with an oscillating wind vane, in association with an ocean float, in a hydroelectric turbine, or in a steam turbine.",2010,H02K   1/27; H02K  21/24; H02M   7/501; H02M   7/49; H02K   1/12; H02K  11/00; H02K  11/33; H02K  21/14; H02K2213/06
315853094,US20080338251,Method and assembly for mounting rotor blade bearings of a wind turbine,"A method and an assembly for fastening at least one screw nut to be tightened of a rotor blade bearing of a wind turbine are provided. A screw nut driver assembly is provided at a rotatable portion of the rotor blade bearing, the screw nut driver assembly being adapted to automatically tighten the at least one screw nut. The screw nut driver assembly is aligned with the screw nut to be tightened by rotating the rotatable portion with a pitch drive of the wind turbine. Then the screw nut is tightened using the screw nut driver assembly.",2008,B21K  25/00; F05B2230/604; Y10T  29/49321; F03D  11/04; F05B2230/60; B63H   1/06; F03D  11/00; Y02E  10/72; Y10T  29/53857; B23P  19/04; B23P  19/065; F03D  80/70; B23P  19/06; Y10T  29/53848; Y10T  29/53861; Y02P  70/523
315854896,US20090461717,Platform for generating electricity from flowing fluid using generally prolate turbine,"A platform-like device for generating electricity from moving fluids has two has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additional support a wind turbine.",2009,F03B  13/22; H02J   3/32; H02K   7/1004; Y02E  10/38; B63B2035/4466; F03B   3/12; F05B2220/706; H02K   7/18; Y02E  10/727; B63B  35/44; F03B  13/10; F03D   9/008; F03D   9/25; F03D   9/255; F05B2240/93; H02J   7/34; H02K  11/046; B63B   1/121; F03B  13/12; F03D   9/11; F03D  13/20; F03D  13/25; H02K   7/1807; H02K   7/1823; Y02E  10/28; F01D   5/023; F03B  17/061; F03D   9/00; F05B2240/932; H02K   7/183; B63B2035/446; F03B  13/14; Y02E  10/725; F05B2220/32; F05B2240/243; H02K   7/1008; F03B  13/00; F05B2250/25
315857394,US20050795946,Device for transporting structures on water,"A device for transporting structures on water, as well as dismounting or installation of the structure(s) includes an elongated tilting frame (8) hingedly connected at a pivoting point (10) to a water vessel (6). The tilting frame (8) holds one or more support cribs (5) designed for being displaceable relative to the tilting frame and possibly relative to each other, the tilting frame further being designed to be able to assume an essentially horizontal or slightly tilted position, corresponding to a transport position, and being designed for being able to be tilted about the hinge connection to an essentially vertical position by suitable means, the vertical position corresponding to a lifting or operating position wherein the structure(s) carried by the support crib(s) may be lifted or lowered up from or down into the water, respectively, or up or down above water level.",2005,B63B  35/00; F03D  13/10; F03D  13/40; B63B; B63B   9/06; E02B  17/00; E02B2017/0039; E02B2017/0052; Y02E  10/727; B63B  27/08; B63B  35/003; E02B2017/0091; F05B2240/95; E02B2017/0043; F03D   1/00; B63B  35/44; E02B2017/0047; F05B2240/93
315926965,NL20102004166,MAINTENANCE OF AN OFFSHORE WIND FARM MAKING USE OF AN ASSEMBLY OF A FLOATING HARBOUR SHIP AND A PLURALITY OF SHUTTLE VESSELS.,NULL,2010,B63B  35/00; B63B  35/086; B63B  35/40; B63B  25/006; B63B  25/00; Y02E  10/727
315927059,GB20100005807,Floating wind turbine system,"A floating wind turbine system with a tower structure that includes at least one stability arm extending therefrom and that is anchored to the sea floor with a rotatable position retention device that facilitates deep water installations. Variable buoyancy for the wind turbine system is provided by buoyancy chambers that are integral to the tower itself as well as the stability arm. Pumps are included for adjusting the buoyancy as an aid in system transport, installation, repair and removal. The wind turbine rotor is located downwind of the tower structure to allow the wind turbine to follow the wind direction without an active yaw drive system. The support tower and stability arm structure is designed to balance tension in the tether with buoyancy, gravity and wind forces in such a way that the top of the support tower leans downwind, providing a large clearance between the support tower and the rotor blade tips. This large clearance facilitates the use of articulated rotor hubs to reduced damaging structural dynamic loads. Major components of the turbine can be assembled at the shore and transported to an offshore installation site.",2008,F03D  13/20; Y02E  10/727; F03D   1/00; F05B2240/2213; B63B2035/446; F03D  11/04; F05B2240/93; F05B2240/96; B63B  21/50; F03D  13/10; F03D  13/40; B63B  35/44; B63B2021/505; F05B2240/95
315941592,SE20080002274,Flytbart vindkraftverk (Reglerkrets),NULL,2008,F05B2240/93; F03D   7/02; F03D   7/0204; F03D  13/25; F03D  11/04; F05B2260/74; F03D  13/22; Y02E  10/727; F03D   1/02
315965881,US20100703827,"Submerged floating foundation with blocked vertical thrust as support base for wind turbine, electrolyser and other equipment, combined with fish farming","A submerged buoyant floating platform with blocked vertical thrust. Above the platform an electrolyser may be placed inside a hollow container. Under the platform may be a hollow container filled with ballast, connected by pipes or chains to the outer ring of the platform which provide rigidity to the entire structure. A storage tank for the hydrogen produced by the electrolyser may be attached to the hollow container. The entire structure may be anchored with chains attached to bottom weights sitting on the ocean floor. The structure may be used as a support for a tower including a wind turbine. Additional chains attached to the structure bottom weights on the sea floor may link the structure to an aquaculture facility and to floats which hold the cages used in aquaculture. The floats may be linked to additional bottom weights placed on the sea floor.",2010,A01K  61/60; B63B  21/502; Y02P  60/64; B63B  21/50; B63B2021/505; B63B2035/446; F03D  13/22; E02B2017/0091; F05B2240/95; E02D   5/74; Y02A  40/826; Y02E  10/727; F03D  13/10
316048109,ZA20090003465,System for performing the automatic control of the flight of kites,NULL,2009,B63H   8/16; B63B; F05B2270/00; B63H; Y02E  10/70; B63H   9/069; F03D   5/00
316294920,AU20080323632,A power generator,"A power generator assembly (10a) for using kinetic energy from a flowing fluid (12) to generate power. The power generator assembly (10a) includes a blade assembly (14) and a generator (30). The blade assembly (14) has a head end (16) for facing oncoming flowing fluid (12), a tail end (18) spaced from the head end (16) for facing in the direction of flow of the fluid (12), and a rotational axis (20) extending between the head end (16) and the tail end (18). The blade assembly (14) includes a blade arrangement (22) which is arranged in generally helical fashion about the rotational axis (20), and at least one mounting formation (24) connected to the blade arrangement (22). Each mounting formation (24) is adapted to permit mounting of the blade assembly (22) for rotation about its rotational axis (20), so that in use fluid (12) flowing past the power generator assembly (10a) interacts with the blade arrangement (22) to rotate the blade assembly (24) about its rotational axis (20). The generator (30) is drivingly connected to the blade assembly (22) for generating power in response to rotation of the blade assembly (22).",2008,Y02E  10/725; F03B   3/14; F03B  13/14; F03B  17/062; F03D   1/04; F03D   1/0633; F03D   9/32; Y02E  10/38; Y02E  10/721; F03D  80/70; F04D   3/02; F03B   3/12; F03B  13/10; F03D  13/20; F04D  19/00; Y02E  10/727; F03B   3/10; F03D   9/25; Y02E  10/28; F03B   3/126; F03B  11/02; F03B  13/26; F03D   7/0236; F05B2240/243; F05B2240/93; Y02P  80/158; F03B  13/22; F03B  17/06; F05B2210/16; F03B  17/061; F05B2250/25
316848431,US20080339296,Ocean wind water pump for de-energizing a storm,"An engine for reducing the temperature at the surface of a body of water during a storm includes at least one floatation member for supporting the engine, an elongate tube mounted on the floatation member configured to receive a stream of air therethrough, the elongate tube having first and second ends, a constricted center section therebetween and means for distributing water into the tube adjacent the constricted center section, a wind turbine having at least one rotor, a differential and a shaft connecting the rotor to the differential, a pump operatively connected to the wind turbine and extending into the body of water to a depth where the temperature of the water is less the water temperature at the surface and wherein water from beneath the surface of the body of water is pumped into the manifold and distributed into the elongate tube to cool the stream of air.",2008,B63B  35/44; A01G  15/00; B63B  21/48; F03D   9/00; Y02E  10/725; Y02P  80/158; B63B  43/06
316851595,US20080338023,"Blade module, a modular rotor blade and a method for assembling a modular rotor blade","A blade module of a modular rotor blade comprising a hollow fiber composite body which extends along a longitudinal blade axis and at least one inlay located at or near a longitudinal end of the fiber composite body is provided. The inlay includes a receptacle which is adapted to receive a threaded fastener and an anchoring portion anchored to the fiber composite body. Further, a modular wind turbine rotor blade which includes at least two blade modules and a method for assembling a modular wind turbine rotor blade are provided.",2008,F03B   3/12; F03D  11/04; Y02E  10/721; F05B2240/302; F01D   5/14; Y10T  29/49321; F03D   1/0675; Y10T  29/49337
317281526,KR20097011547,METHOD AND DEVICE FOR CONSTRUCTING MARINE WIND POWER GENERATION DEVICE,"A rig (50) for constructing a floating wind turbine generator smoothly in safety on a deep sea. The rig (50) for constructing a floating wind turbine generator by a crane ship (S) comprises a guide member (51) fixed to a vertical work position for the crane ship (S) while locating the lower end side underwater, and at least a pair of arm portions (60) each having a grasping portion to which a tower portion divided into a plurality of section in the axial direction can be attached removably and sliding along the guide member (51).",2008,B63B  27/10; F05B2230/6102; Y02E  10/727; B63B  35/00; B63B  35/003; F03D  13/10; Y02E  10/721; Y02P  70/523; B63B  27/16; B66C  23/185; B66C  23/52; F03D  11/04; F05B2240/95; Y10T  29/49826
317297740,SE20080002468,Ett vindkraftverk med funktionsenheter anordnade inom var sin kassettenhet,NULL,2008,B63B  35/44; F03D  15/00; F03D   1/02; Y02E  10/727; F03D  13/25; Y02P  70/523; B63B2035/446; F05B2260/40; F03D  13/10; F03D  13/40
317384529,AP20100005184,Fin-ring propeller for a water current power generation system,NULL,2010,Y02E  10/28; Y02E  10/725; B63H   1/00; F05B2240/97; F03B  17/061; Y02E  10/38; F05B2240/40; F05B2240/93
317440364,JP20080289204,FLOATING BODY FOR SUPPORT FOR TENSION MOORING FLOATING BODY AND TOWING METHOD AND INSTALLATION METHOD OF TENSION MOORING FLOATING BODY USING THE SAME,"<P>PROBLEM TO BE SOLVED: To provide a floating body for support for a tension mooring floating body capable of sufficiently supporting towing and installation work of the tension mooring floating body by the floating body for support temporarily arranged at least at one of the time of towing and the time of the installation work, and a towing method and an installation method of the tension mooring floating body using this. <P>SOLUTION: The floating body 20 for support is arranged along the tension mooring floating body 1 at least at one of the towing time and the time for the installation work in order to support the towing work or the installation work of the tension mooring floating body 1, the tension mooring floating body 1 having a central columnar body 12a passing through the surface of the water, columnar bodies 12c arranged in the circumference of the central columnar body 12a and on which end parts on the upper end side of a tension mooring wire is fixed, and connecting members 12b to connect the central columnar body 12a and the columnar bodies 12c for mooring to each other. The floating body 20 is arranged along the columnar bodies 12c for mooring in a state free to relatively vertically move the floating body 20 for support between itself and the columnar bodies 12c for mooring. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2008,B63B   1/125; F05B2240/93; B63B   1/107; B63B   5/18; B63B  35/44; B63B2001/128; F03D  13/25; B63B  21/56; B63B  21/50; B63B  35/00; B63B2035/446; B63B  21/502; Y02E  10/727
317446069,JP20090548739,NULL,NULL,2008,B63H  16/04; F03B   3/12; F05B2240/214; F05B2260/79; Y02E  10/28; F03B  13/26; F03B  17/06; F05B2260/72; F03B  17/062; F03D   3/061; Y02E  10/38; B63H   1/10; F03B  15/20; F03D   3/0418; A63B  31/00
317447855,US20090613305,Bearingless floating wind turbine,"A bearingless floating wind turbine has a tall and narrow main support structure with a center of buoyancy located well above the center of gravity to provide stability to the wind turbine while supported for rotation in a body of water, a vertical axis turbine blade extends from the main support structure and rotates together under a wind, and a non-rotating shaft extends through the main support structure with a vertical axis direct drive generator connected between the main support structure and the non-rotating shaft to produce electricity when the main support structure rotates. an anchor line connected to the non-rotating shaft prevents the floating wind turbine from drifting in a body of water.",2009,F05B2220/7068; F05B2240/93; F05B2260/85; F03D   3/005; F05B2220/7066; Y02E  10/727; Y02E  10/74; F03D   3/04; F03D  13/25; F05B2240/212; F05B2240/301; F05B2240/61; F05B2240/95; F05B2260/90
317447856,US20070998912,"Systems and vessels for producing hydrocarbons and/or water, and methods for same","Systems and methods for producing hydrocarbons from wind energy, water, and air comprising a power system, wind turbine, and electrical generator; the system further comprises a water purifier comprising a conduit and vacuum device for flash distillation; the system further includes a hydrocarbon processor, which comprises a carbon dioxide interface, and electrolyzer, a reverse water gas shift reactor, and an ethanation reactor; alternatively the hydrocarbon processor may include a cyanobacteria cultivator a solution optimizer and a catalyzer; also included is a method for producing purified water using vegetation in a floatable craft; also disclosed is a synthetic fuel process consisting of a translucent closed tank for producing algae and a protein separator for dewatering algae; methods relating to production and drawing of algae to produce methane and other hydrocarbon promoters; also disclosed is a energy producing rainkine-cycle engine device for storing concentrated solar energy.",2007,F05B2240/95; Y02P  70/523; F03D   9/25; F05B2220/62; Y02E  10/74; Y02E  70/10; F05B2220/61; C25B   1/04; Y02E  60/366; Y02P  20/146; F03D   3/005; F03D   9/00; F03D   9/28; Y02E  60/17; F03D  15/10; Y02A  20/141; Y02P  20/133; F03D   9/11; Y02P  20/134; C25B  15/08
317552937,US20080531820,"Method for transporting, erecting and replacing a nacelle including the rotor of an offshore wind turbine and watercraft for carrying out the method","Method for installing (or replacing) a unit on the tower of an offshore wind turbine, which unit comprises a rotor including a hub and one or two rotor blades, and a nacelle receiving a gearbox and a generator. The method is characterized by pre-assembling the substantially functional unit ashore or on a platform, placing the functional unit on a watercraft in such a manner that the center of gravitation of the unit lies in the region of the longitudinal axis of the watercraft and the rotor blades extend in the longitudinal direction of the watercraft, transporting the functional unit to the site of the offshore wind turbine, lifting the functional unit from the watercraft using a crane aboard the watercraft, placing the functional unit on the tower of the offshore wind turbine, and fastening the functional unit on the tower of the offshore wind turbine.",2008,B63B  35/44; Y10T  29/49318; B63B  35/00; E02B  17/0034; B23P   6/00; F03D  13/10; Y02P  70/523; F05B2230/6102; B23P  11/00; Y02E  10/727; B63B  27/00; E02B2017/0091; F05B2230/61; F05B2240/95; Y10T  29/49316
317588548,EP20100726876,"METHOD FOR THE PRODUCTION OF EXTRA HEAVY PIPE JOINTS, PREFERABLY FOR OFF-SHORE WIND ENERGY PLANTS",NULL,2010,F05B2250/501; E02B  17/0004; F03D  11/00; F05B2230/00; F03D  13/20; F03D  13/25; F03D  80/00; Y02E  10/727; Y10T  29/49996; E02B2017/0091; F05B2240/95; E02D  27/42; E04H  12/10; B21C  37/296; Y02P  70/523
317628628,EP20100169624,A water current power generation system,"A water current power generation system (201) is provided, including a plurality of flotation tubes (102) joined by a body structure (404); a plurality of ballast chambers (103) joined by a body structure (404); a plurality of induction type power generation units (104) disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers (105) disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings (510-512), with each of the concentrically disposed rings having an inner ring member (503), an outer ring member (506), and a plurality of curved fin members (504) separated by gap spaces (505) disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,F03B  17/06; F03B  17/061; F03B   3/12; Y02E  10/28; F05B2240/93; F05B2240/40; Y02E  10/38; F05B2240/97; Y02E  10/725
317628630,EP20100169625,Fin-ring propeller for a water current power generation system,"A propeller system for a water current power generation system (201) is provided, including a plurality of flotation tubes (102) joined by a body structure (404); a plurality of ballast chambers (103) joined by a body structure (404); a plurality of induction type power generation units (104) disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers (105) disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings (510-512), with each of the concentrically disposed rings having an inner ring member (503), an outer ring member (506), and a plurality of curved fin members (504) separated by gap spaces (505) disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,Y02E  10/28; Y02E  10/725; F05B2240/40; Y02E  10/38; F03B  17/06; F05B2240/97; F05B2240/93; F03B  17/061; F03B   3/12
317646451,EP20100729779,APPARATUS AND METHOD FOR PRODUCING OFFSHORE WIND ENERGY PLANTS,NULL,2010,F03D   1/00; F03D  13/10; Y02E  10/72; F05B2230/60; B66C  19/02; B66C  23/185; Y02P  70/523; B66C  23/18
317665072,JP20090549544,NULL,NULL,2008,B63B  21/50; B63B  35/00; F05B2240/301; Y02E  10/38; B63B2035/4466; F03B  13/26; F03D   3/065; F03B  13/10; F05B2240/93; Y02E  10/28; F05B2240/214; Y02E  10/74; F03B  13/183; F05B2240/97; E02B2017/0091; F05B2240/95; F03B  13/264; F03B  17/061
317720646,GB20100008127,Improved access to structures,"An access system transporting people and/or materials vertically on a vertical tower structure e.g. a wind turbine tower or a gas or oil platform. The system comprises a substantially vertical externally flanged 16A,B rail assembly and a vertical toothed rack 18 mounted externally to the tower and a docking unit 20 e.g. a square chassis 22 wheeled trolley intended to run on the rail assembly. The docking unit releasably receives a supply capsule or load platform lowered by a stabilized arm onto stabbing pins 30 and hooking over an upwardly extending chassis lip 23. The capsule or platform contains a pinion and braking equipment for climbing the rack so that when engaged the docking unit and capsule raise and lower on the tower. The capsule may contain a rack power source e.g. a diesel engine or battery or hydraulic accumulator powered motor allowing it to operate where there is no power to the tower.",2010,E02B  17/0034; Y02B  50/146; F03D   1/00; B66B   9/022; Y02E  10/72; B66B  11/0206; F03D  11/04; F05B2240/916; E02B  17/00; F03D  80/50; Y02B  50/142; B66B  11/0492; E02B2017/0091; B66B   9/02; F03D  13/20; Y02E  10/727
317738827,EP20100730491,METHOD FOR INSTALLING AN OFFSHORE WIND FARM,NULL,2010,B63B  35/00; F03D  13/10; F03D  13/40; F05B2240/932; Y02E  10/727; B63B  35/003; F05B2240/95; B63B  27/10; F03D   1/00; G06Q  10/00
317810484,GB20100008686,A power generator,"A power generator assembly (10a) for using kinetic energy from a flowing fluid (12) to generate power. The power generator assembly (10a) includes a blade assembly (14) and a generator (30). The blade assembly (14) has a head end (16) for facing oncoming flowing fluid (12), a tail end (18) spaced from the head end (16) for facing in the direction of flow of the fluid (12), and a rotational axis (20) extending between the head end (16) and the tail end (18). The blade assembly (14) includes a blade arrangement (22) which is arranged in generally helical fashion about the rotational axis (20), and at least one mounting formation (24) connected to the blade arrangement (22). Each mounting formation (24) is adapted to permit mounting of the blade assembly (22) for rotation about its rotational axis (20), so that in use fluid (12) flowing past the power generator assembly (10a) interacts with the blade arrangement (22) to rotate the blade assembly (24) about its rotational axis (20). The generator (30) is drivingly connected to the blade assembly (22) for generating power in response to rotation of the blade assembly (22).",2008,F03B  11/02; Y02P  80/158; F03B  17/062; F03D   9/32; Y02E  10/721; F05B2250/25; Y02E  10/725; F03B  17/061; F03D  13/20; F03D  80/70; Y02E  10/727; F03B  17/06; F03D   1/04; F03D   1/0633; Y02E  10/38; F03B  13/10; F05B2210/16; F03B   3/12; F03B   3/10; F03B   3/126; F03D   7/0236; F03D   9/25; F05B2240/243; F05B2240/93; Y02E  10/28
317957641,US20090358451,Horizontal wind turbine blade balancing accessory,"A balancing assembly for use in a wind turbine having at least one pair set of blades, the balancing assembly comprising a ballast and a ballast receiving structure on at least one blade of the pair set of blades. The ballast provides a threaded portion for engagement with the ballast receiving structure. The ballast further provides at least one end configured with a drive socket for driving said ballast into said ballast receiving structure. The ballast is capable of being trimmed to achieve a predetermined mass necessary to achieve a balance between the blades in the pair set of blades.",2009,Y10T  29/49336; B23P  15/04; F03D   9/00; B63H   3/06; F03D   1/065; F05B2240/2211; F05B2240/30; F05B2260/96; Y02E  10/721; B21D  53/78; F03D  11/00
317972391,RO20080000496,WIND TURBINE,"The invention relates to a wind turbine consisting of a support for anchoring it into the ground, wherein there is fixed a pole (4) made of one or several pipe segments (10) with flanges (11) at their ends, on which there is attached by means of a fastening joint (12) a magneto-electric generator (13) having a hub (14) with blades (15) fixed on a shaft, and, at the opposite part, a steering tail (16) attached to the fastening joint (12), the blades (15) being made of two streamlined semi-blades (20 and 21) of a resin-impregnated fibre glass thread which are so shaped that, by the edge connection thereof, there results a hollow blade with a tube-shaped extension at its base, between the two semi-blades (20 and 21) there being fixed a cylinder (22) of composite material of the same type, deformed for stiffening the blade. The ground anchoring support consists of two cross-welded steel profiles (1) having at the ends a ground-anchoring hole with four steel pins (2), in the central part of the joint of the steel profiles (1) there being fixed some vertical and parallel perforated U-shaped steel profiles (3), the inner section of the supporting pole (4) having at its lower part two U-shaped welded profiles (5) enclosing the pole (4), each of them having at its lower part a hole whose diameter is equal with the diameter of the holes in the U-shape profiles (3) of the anchoring support, a cylindrical pivot (6) for fixing the pole (4) being passed through said holes, two triangular metal sheets (7) with two concentric holes at their free ends being welded to the U-shaped profiles (5) to form the base plate of the pole (4), while for fixing the supporting pole with a shaft (9) two perforated steel strips (8) are welded to the support arm (1), the said pole being stabilized by using two sets of anchors (17 and 18).",2008,F03D   1/06; F03D   1/00; Y02E  10/721
317978126,RO20060000121,FLOATABLE INSTALLATION,"The invention relates to a floatable installation destined to collect the kinetic energy of flowing waters and sea streams. The floatable installation comprises an endless flexible belt having some cross-bars (15) fastened on the inner surface thereof, whereon some supports (16) glide, said cross-bars supporting some floats (17) ensuring the floating of the lower side (d) and the upper side (e) of the belt (1) on the water surface.",2006,F03D   9/00; Y02E  10/70; F03B   9/00; F03D   5/02; Y02E  10/72; Y02E  10/20
318016981,EP20100734268,MARINE WIND TURBINE HAVING A PYLON VERTICALLY ADJUSTED BY SETTING,NULL,2010,E02D  27/42; E04H  12/085; Y10T  29/49316; F05B2240/95; E02D  27/425; F03D   1/00; F03D  13/20; F05B2240/97; F03D  13/22; E02D  27/52; Y02E  10/727
318016985,EP20100734270,"CATAMARAN SHIP USED FOR ASSEMBLING, TRANSPORTING AND INSTALLING A MARINE WIND TURBINE ON THE SEAFLOOR",NULL,2010,B63B  35/00; F03D  13/10; B63B  35/003; F05B2240/932; B63B   9/06; F05B2240/95; B63B  75/00; F03D  13/25; Y02E  10/727; F03D  13/40; F03D   1/00
318017183,EP20100734369,BUOYANT STABILIZING DEVICE,NULL,2010,E02D  27/42; F03D   1/00; F03D  13/40; F03D  11/04; F05B2240/95; E02D  27/425; F03D  13/22; Y02E  10/727; E02D  23/02; E02D  27/52
318097177,US20040854280,Savonius rotor with spillover,"A Savonius vertical axis wind turbine rotor has first and second curved vanes having remote substantially vertical edges widely spaced form each other, and proximate substantially vertical edges more closely horizontally spaced from each other and horizontally overlapping are associated with a substantially vertical central shaft construction. The shaft construction is operatively connected to the vanes and mounts the vanes and adjacent the proximate edges. The central shaft construction may comprise a perforated shaft (e.g. a single perforated shaft), or multiple shafts. In any event, the shaft construction, and mounting of the rotor vanes, allow, during use, spillover of wind from the proximate edge of one vane to another vane during powered rotation of the vanes in response to wind. The rotor is preferably omni-directional. The rotor may have a third set of vanes, and different vertically spaced sets of vanes circumferentially offset with respect to each other. The rotor may be in combination with a mount to provide a wind turbine, and may be in combination with a driven device such as a generator, propeller, or pump.",2004,F03D   9/00; F03D   3/061; F05B2240/93; F03D   9/20; F03D   3/00; F03D   9/32; F05B2240/213; F03D   3/005; F03D   3/064; Y02E  10/74; Y10S 415/907; B63H  13/00; Y02T  70/58; Y10S 416/09
318100318,KR20080118254,Ship,"PURPOSE: A ship is provided to reduce petroleum fuel consumption for an auxiliary engine by generating electric power from wind power. CONSTITUTION: A ship(1) comprises a deckhouse(10), a propeller(30), a generator(40), and a guide(15). The deckhouse is located on an upper deck(5). The propeller is installed on the front side of the deckhouse and rotated with wind which is blown from the front of the deckhouse and rises along the front side of the deckhouse. The generator produces electricity by the rotation of the propeller. The guide is formed on the front side of the deckhouse and guides the wind rising along the front side of the deckhouse to the propeller.",2008,B63B  17/00; B63B  19/02
318184359,CN200910227919,Transmission system of wind power generator,"The invention relates to a wind power generator, in particular to a transmission system of a wind power generator. The invention solves the problems of difficult maintenance, heavy weight, large deformation and easy damage caused by an unreasonable structure of the transmission system of the traditional wind power generator. The transmission system comprises a drive sleeve fixed on a cabin base, wherein at least one set of hub bearing is sleeved on an outer wall at one side of the drive sleeve, a hub with a brake is sleeved on an outer cylinder surface of the hub bearing , the hub is providedwith a blade, the other side of the drive sleeve is fixed with a drive mechanism, the drive sleeve is internally provided with a floating shaft, and two ends of the floating shaft are respectively connected with the hub and the drive mechanism. By improving the transmission system of the prior wind power generator, the invention not only has the advantages of convenient maintenance, light weight,high intensity, low error ratio, convenient installation and low cost, but also greatly improves the transmission performance, therefore, use requirements of blowers with different power levels are satisfied.",2009,Y02E  10/72; F03D  15/00; F03D   9/00; F03D  80/70; F03D  11/00; F03D  15/20
318193517,CN200920087092U,Electricity and oil combined full-electric ship with rechargeable long-distance storage battery,"The utility model relates to an electricity and oil combined full-electric ship with a rechargeable long-distance storage battery. A control console is arranged in the cab of a ship body. An electric propelling unit is arranged at the poop of the ship body. A storage battery pack is installed at the bottom of the ship body. A thermoelectric generating set connected with a distribution panel with a rectifier is arranged on the ship body. Since the storage battery pack and the thermoelectric generating set are installed on the ship, both shore power and high-energy fuel can be used. In places with shore power, clean energy can be fully utilized, pollution caused by smoke dust, noises, odors and oily water is reduced and the working environment of the ship is improved. The utility model uses high-energy fuel and shore power as the combined energy to realize energy balance, uses the rechargeable way to form a ship power station focused on the storage battery pack to realize full-electric propulsion, integrates the advantages of storage battery electric ships and traditional motor ships, and satisfies the double indexes of environmental protection and energy saving and endurance. The utility model has the advantages that the control is accurate, the endurance is high, the environment is protected and the energy is saved, and the management and the operation are simple and convenient. The electricity and oil combined full-electric ship with the rechargeable long-distance storage battery is similar to an electricity and oil hybrid electric car.",2009,H02J   7/00; F03D   9/11; F03D   9/32; F03G   6/00; Y02T  10/7083; B60L   8/00; Y02E  10/46; Y02E  10/72; B63H  21/17; Y02T  10/7241
318225049,US20100697627,Wind power turbine blade packing and packing method,"A packing for wind power turbine blades having at least one inflatable annular structure, which in turn has a flat outer supporting wall, and inner clamping walls for clamping a blade in a designated position with respect to the outer supporting wall. A method of packing wind power turbine blades which includes applying at least one inflatable annular structure about a blade, and causing the at least one inflatable annular structure to inflate to distend at least one outer supporting wall and at least one inner clamping wall to clamp the blade.",2010,B65D  81/03; B65D  81/052; B65D  85/30; B65D2585/687; B63B  25/24; B65D2585/6805; B65D2585/6897; Y02E  10/72; F03D  13/40; B65B  23/00; B65D  61/00; B65D2585/6807; B65D2585/686; B66C   1/108; B66C   1/62
318227748,US20090365392,Mass-centralizing blade extension drive mount locations for wind turbine,"Drive units for variable-length rotor blades are located so as to move mass closer to the center of a wind turbine rotor. In some cases, drive units are located within a root portion of a base blade of a blade assembly. In other cases, drive units are located outside of the blade assemblies. In some such cases, drive units are contained within separate couplers used to connect blade assemblies to a wind turbine rotor hub. In other cases, one or more drive units are located within a rotor hub.",2009,Y02E  10/721; F05B2240/2021; B63H   1/06; F03D   1/0683; F03D   1/06; F03D   1/0675
318229930,US20100758733,Supervisory control and data acquisition system for energy extracting vessel navigation,"A Supervisory Control And Data Acquisition (SCADA) system guides navigation of a vessel enabled to extract energy from wind and/or water currents primarily in offshore marine environments. An exemplary SCADA system could embody server and client software applications running on microprocessor systems at a remote control central service logging and energy distribution facility, and the vessel itself. The remote control service facility runs Human Machine Interface (HMI) software in the form of a Graphical User Interface (GUI) allowing choices to maximize system performance. The central server accesses information to control vessel position based on transmitted Global Position Satellite (GPS) data from the vessel, and weather information from the Geographic Information System (GIS) provided by multiple spatial temporal data sources. A server-side optimization algorithm fed the parameters delivered from vessel aerodynamic/hydrodynamic performance simulation software models, the vessel onboard sensor data, and integrated real-time weather and environmental data determines an optimal navigation through weather systems and presents choices to the HMI.",2010,F03D  17/00; G06F  17/00; F03D   7/042; G05D   1/10; Y02T  70/74; F05B2270/8041; G08G   3/00; Y02E  10/38; B63J  99/00; H02P   9/00; Y02E  10/28; B63B  79/00; F03B  17/06; Y02E  10/723; F05B2240/932; F05B2240/97; F05B2270/806
318239725,CN200920182590U,Boat driven by utilizing wind power to generate electricity,"The utility model provides a boat driven by utilizing wind power to generate electricity, and has the structure feature that a boat power system consists of a wind power generator, a transformer linked with the wind power generator, and an electromotor linked with an output end of the transformer. The boat utilizes the power which is generated by the moving wheel of the electromotor by utilizing wind power to generate electricity to drive the boat to run. The boat saves energy and is environment-protective.",2009,Y02E  10/72; F03D   9/25; F03D   9/32; B63H  13/00; Y02T  70/58
318241927,CN200920147340U,Wind mechanism independent of limitation of wind direction,"The utility model provides a wind mechanism independent of the limitation of wind direction, which comprises a wind wheel unit, a transmission unit and a power generator, wherein the wind wheel unit driven by wind power further drives the transmission unit in linkage. The mechanism can propel a ship by utilizing the wind kinetic energy thereof, generate power for the ship, be quickly moved to a safe harbor in case of typhoon without being influenced by the wind direction and mounted on a roof as a miniature power generator when being used for power generation in everyday life, convert kinetic energy into electrical energy, further cause the electric power to be used as a power source of various machines in everyday life and store the electric power thereof in a charging battery by utilizing the power generator, and the charging battery is applied to an electric torch, an electric razor and other portable appliances. The wind wheel unit consists of a plurality of vertically sealed half tube-shaped half tubes arranged on a transmission shaft and is not limited by the wind direction. The utility model has the advantages of simple structure, low cost, low failure rate, less possibility of generation of high-frequency noise, small half tube rotation scope and less possibility of hitting flyers and is applicable to narrow and limited spaces.",2009,B60K  16/00; F03D   3/00; F03D   9/25; B63H  13/00; Y02T  70/58; F03D   9/32; Y02B  10/30; Y02E  10/74; B64D  27/00; F03D  15/00
318241934,CN200920134646U,Offshore vertical axis liftable combined-type power generation platform,"The utility model is suitable for the technical field of generators, and provides an offshore vertical axis liftable combined-type power generation platform. The power generation platform comprises an offshore floating platform, a vertical axis wind turbine tower, a self-lifting platform and an underwater tidal turbine, wherein the offshore floating platform is floated and fixed on the sea surface, the vertical axis wind turbine tower is fixedly arranged on the offshore floating platform, the self-lifting platform is arranged below the offshore floating platform, and the underwater tidal turbine is arranged between the offshore floating platform and the self-lifting platform. Compared with the prior art that a horizontal axis wind turbine is adopted to generate the power by dint of the sea wind, the utility model has the advantages of high wind energy utilization ratio, large generated electrical energy, simple installation, convenient maintenance by adopting the vertical axis wind turbine tower to generate the power, and can generate the power by tidal power..",2009,F03D   9/25; Y02E  10/74; F03B  13/26; F03D   3/00; Y02E  10/28
318256070,CN200920087091U,Rechargeable long-distance fully electric ship with comprehensive energy resource of accumulator,"The utility model provides a rechargeable long-distance fully electric ship with comprehensive energy resource of accumulator, comprising a ship body, a console, and an electric propulsion device arranged at the stern part; an accumulator group is arranged at the bottom part of the ship body; the console is connected with the accumulator and the electric propulsion device respectively by a cable; the accumulator is connected with a charger by the console; a solar plate and a wind driven generator are arranged on the top part of the ship body and are respectively connected with the accumulator by the console; a thermal generating set or a fuel cell is connected with a distributing board with a rectifier; and the distributing board is connected with the console and the accumulator group. The device can utilize various comprehensive energy resources such as fuel, gas, wind energy, light energy and shore power, adopts the charge mode to form a ship power station which takes the accumulator as a center, replaces the mechanical propulsion, realizes full electric propulsion, meets the requirement of long-distance transportation, and has the advantages of high comfortableness, simple and exact operation, convenient management, small maintenance workload, environmental protection and energy conservation, high endurance, high reliability, high performance-price ratio, optimized spatial layout and quick and flexible response.",2009,B60L   8/00; B63H  21/17; F03D   9/32; Y02T  90/38; F03D   9/11; Y02T  10/7083; Y02E  10/46; F03G   6/00; H02J   7/00; Y02E  10/725
318256752,CN200920134813U,Wind-driven water activating machine,"The utility model relates to a wind-driven water activating machine, which comprises an axis, a rotary floater floating over the water, a sailboard assembly arranged at the upper part of the rotary floater and driving the rotary floater to rotate around the axis, and a water repellent piece driven by the rotary floater to rotate around the axis and repel the water. Under the push of an external wind force, the sailboard assembly used as a wind receiving component drives the rotary floater to rotate around the axis above the water and further drives the water repellent piece to repel the water so as to circulate the water in a pool, a lake and the like and play a role in improving the water quality. The wind-driven water activating machine uses the wind energy of the nature, avoids the defect that the prior art needs to use an external power supply to drive the machine, and has the advantages of environmental protection and low using cost. A power generation motor can be increased; in the presence of wind, a central shaft drives the power generation motor to generate power, and a storage battery is charged for standby; and in the absence of wind, the power generation motor drives the rotary floater to rotate.",2009,Y02E  10/72; C02F   7/00; F03D   9/30; Y02W  10/15
318258168,CN200920134710U,Water-float cyclonic wind machine,"The utility model relates to a water-float cyclonic wind machine which comprises a power output device relatively and fixedly arranged by an anchoring mechanism, a sailboard component receiving the wind power, a cyclonic floating body and a connecting piece, wherein the power output device is provided with a rotational input shaft; the sailboard component is fixedly arranged on the cyclonic floating body and forms an integrative cyclonic floating component; one end of the connecting piece is fixedly connected with the cyclonic floating component and the other end of the connecting piece is fixedly connected with the input shaft; the cyclonic floating component drives the input shaft to rotate by the connecting piece; the external contour of the cyclonic floating body is a continuous smooth closed curved surface formed by a closed curve rotating around the axis of the cyclonic floating body; the closed curve is a continuous curve or a curve formed by a plurality of sections of curves and/or straight lines which are connected in sequence. By arranging the sailboard component on the same cyclonic floating body, the water-float rotating wind machine is convenient to be arranged; and in addition, the external contour of the cyclonic floating body is a continuous smooth closed curved surface, has no obvious resistance surface, and only suffers the frictional force of water, thus increasing the efficiency and reliability.",2009,F03D  13/25; F03D   7/06; Y02E  10/74; Y02E  10/727; F03D   3/00
318280913,CN200810152343,Wind power tower drum with precast reinforced concrete pillar,"The invention relates to a wind power tower drum with a precast reinforced concrete pillar, which consists of fan blades, power equipment and a tower drum, wherein the fan blades and the power equipment are arranged at the upper end of the tower drum; the tower drum is vertically and fixedly arranged on the ground and consists of a pillar formed by arranging a steel tower column and a reinforced concrete cone unit coaxially, mutually, vertically and fixedly; the upper end of the tower column is fixedly provided with the fan blades and the power generation equipment; the tower column and the pillar are arranged coaxially and fixedly; and the cone unit at the bottommost layer of the pillar is fixedly arranged on ground foundation. The wind power tower drum is simple in integral structure and scientific and reasonable in design, effectively solves the problems of high cost and difficult maintenance of the conventional wind power generation and reduces steel consumption greatly; and compared with the conventional all-steel tower drum, the wind power tower drum is long in service life, has the long-term economic benefit, and can replace the conventional wind power tower drum completely.",2008,F03D  13/25; F03D   1/00; F03D   9/25; Y02E  10/725; Y02E  10/727
318286214,CN200780053462,"A sealing device for a tubing arrangement, tubing structure and method for sealing the tubing structure","A sealing device (1) for a tubing arrangement (2), preferably for use in an offshore facility, such as an offshore wind turbine or an oil rig. The tubing arrangement (2) has a cable (3) or an inner tube arranged in an interior part thereof. The sealing device (1) comprises a substantially rigid housing (4) and a flexible plug part (5) arranged in an interior part of the housing (4). The housing (4) is mountable on or forms part of the tubing arrangement (2) in such a manner that the interior part of the housing (4) communicates with the interior part of the tubing arrangement (2). The flexible plug part (5) comprises an inlet opening connectable to a grout source. When grout material (7) is supplied to the flexible plug part (5), the flexible plug part (5) expands, thereby providing sealing between the housing (4) and a cable (3) or inner tube arranged in the interior of the tubing arrangement (2). The sealing device (1) can be mounted on the tubing arrangement (2) before the tubing arrangement (2) is mounted on an offshore facility, and the grout material (7) can be supplied at a later time. Use of divers is thereby minimised. The sealing device (1) can easily be removed and replaced.",2007,E21B  33/134; E02B  17/00; F03D  80/00; Y02E  10/72; Y10T  29/4998; F05B2240/57; F05B2240/95; F16L  17/10; E02B  17/0013
318289096,CN200920210895U,Offshore wind turbine steel structural foundation,"The utility model relates to an offshore wind turbine steel structural foundation, which consists of steel pipe piles and a transfer steel structure. The steel pipe piles have more than two, the top portions of the steel pipe piles are connected with the transfer steel structure utilized as a bearing table, and the upper portion of the transfer steel structure is provided with a wind turbine tower column. The steel pipe piles are straight pipes or oblique piles. The transfer steel structure is a solid-web transfer steel structure or lattice transfer steel structure. The offshore wind turbine steel structural foundation is adaptable to a wind turbine unit built at shallow sea or tidal zones, and has more outstanding advantages when being used for the wind turbine unit built at the tidal zones. The offshore wind turbine steel structural foundation has the following advantages that the offshore wind turbine steel structural foundation is convenient and fast in construction, the transfer steel structure can be manufactured in factories and then conveyed to fields to be mounted, the transfer steel structure can be connected with the steel pipes via bolts, therefore, the offshore wind turbine steel structural foundation is low in filed welding quantity, extremely fast in construction speed, short in construction period, low in construction measure cost, fine in comprehensive effect, low in wave load which is favorable for structures and strong in bending moment resistant capacity of a tower column of a wind turbine.",2009,E02D  27/42; E02D  27/52; E02D  27/12
318291193,CN200920303652U,Magnetic levitation and frictionless double-rotor power generator,"The utility model relates to a vertical magnetic levitation and frictionless wind power and ocean current generating set. The generating set is formed by three parts, namely a central shaft of a power generation platform, a wind power turbine and a waterwheel turbine, wherein, the wind power turbine is coupled with an inner rotor of a power generator; the waterwheel turbine is coupled with an outer rotor of the power generator; and under the action of wind power and water power, the two turbines conduct mutual retrograde rotation around the central shaft of the power generation platform, and the inner rotor and the outer rotor of the power generator are driven to rotate in the reverse direction for power generation, so that the power generation effect that one plus one is larger than two is produced. The generating set in the utility model with changeable size can be independently used, and also can be developed in the array of combined multiple power generators, can either be in stationary type or in semi-submerged ship flotation movable type, can either be established in the any places such as rivers, lakes and seas with wind energy and water flow or be stand-erected in the desert windstorm. The generating set can be produced in a formalized mass manner, so that the large-scale wind energy and water power development and utilization become possible.",2009,H02K  16/02; Y02E  10/722; H02K   5/04; F16C  39/06; F03D   9/25
318548390,CN201010102601,Offshore wind power unit foundation adopting prestressed concrete cylindrical structure,"The invention discloses an offshore wind power unit foundation using a prestressed concrete cylindrical structure, consisting of a cylindrical foundation, prestressed cross beams and a connecting stepped drum, wherein the cylindrical foundation is in a reinforced steel bar concrete cylindrical structure and internally provided with clapboards for separating a bin; the prestressed cross beams are arranged on a sealing coping of the cylindrical foundation and radially and evenly distributed; the connecting stepped drum is in a prestressed concrete cylindrical structure; the lower end of the connecting stepped drum, the reinforced steel bar concrete cylindrical foundation and the prestressed cross beams are poured into a whole; metal rings are arranged on the joint parts; and a flange plate is arranged at the upper end of the connecting stepped drum and fixedly connected with the stepped drum of an electric generating set. The invention has the advantages that: the offshore wind power unit foundation has simple structure, convenient construction, small construction quantity, low construction cost and favorable load-carrying capability, and can be prefabricated on land and reach the construction position by traction, towing and floating so as to reduce the transportation cost; and with the prestressed concrete structure, the invention can effectively improve the structural strength, reduce the dead weight of the foundation, save materials and improve the durability and the corrosion resistance of the structure.",2010,E02D  27/52; E02D  27/44
318548902,CN200910155466,"Energy acquisition device of power generation assembly combining energy of wind, tidal current and wave","The invention discloses an energy acquisition device of a power generation assembly combining energy of wind, tidal current and wave, comprising a wind energy acquisition device, a wave energy acquisition device, a tidal current energy acquisition device, a kinetic energy transmission revolving shaft, a bracket and a kinetic energy output device, wherein the wind energy acquisition device is a universal wind wheel which is arranged on the top end of the kinetic energy transmission shaft; the wave energy acquisition device comprises a swinging floating plate, a stress baffle plate, a force driving rod and a universal bearing; the tidal current energy acquisition device is a tidal current driving oar which is arranged on the lower end of the kinetic energy transmission revolving shaft; the tidal current driving oar is composed of three or more paddles and the number of the paddles is an odd number. By the adoption of the invention, the wind energy, the wave and the tidal current energy can be effectively transformed to the mechanical energy of the kinetic transmission revolving shaft, and finally the kinetic energy output device is used for outputting the kinetic energy of the kinetic energy transmission revolving shaft for power generation, the transmission efficiency is high and the invention can be operated effectively and ceaselessly in a long time.",2009,F03B  13/14; F03D   9/25; Y02E  10/72; Y02E  10/28; Y02E  10/38; F03B  13/26
318558067,CN200920179457U,Grouting connection structure for pile foundation and jacket leg of offshore wind turbine,"The utility model relates to a grouting connection structure for a steel pipe pile foundation and a jacket leg of an offshore wind turbine, belonging to the fields of the ocean engineering and the wind power generation. The main technical scheme is that by the grouting connection at an annular space formed by a steel pipe pile and the jacket leg, the load at the upper part can be transferred to the steel pipe pile by a grouting calculus body; a shearing key is arranged in the annular space, so as to enhance the load transferring capacity of a grouting connection segment; guide bodies are arranged at the upper part and the lower part of the annular space, so that the steel pipe pile can be conveniently and smoothly inserted in the jacket leg in the piling construction; stoppers are arranged at the top part and the bottom part of the annular space, so as to ensure the smooth grouting. Cement-based high-strength no-shrinking grouting material is taken as the grouting material, the strength of the calculus body is high, and the connecting effect is reliable; grout is filled from an injection valve at the bottom of the annular space, and the grouting finishing standard can be controlled by a grout return valve at the upper part of the annular space. In the utility model, the effective connection of the whole section can be realized, no external force and heat can be applied to the steel structure, and the manufacturing error and the installing deviation of components can be easily absorbed; the grouting connection structure has no special requirement on equipment, has simple operation and can be successfully applied in an offshore anemometer tower in Jiangsu province, so as to be popularized for use further.",2009,E02D  27/12; E02D  27/44; E02D  27/52
318755571,CN200910265918,"Blade module, modular rotor blade and method for assembling modular rotor blade","A blade module (100) of a modular rotor blade (5) comprising a hollow fiber composite body (150) which extends along a longitudinal blade axis and at least one inlay (10) located at or near a longitudinal end of the fiber composite body (150) is provided. The inlay (10) includes a receptacle (11) which is adapted to receive a threaded fastener (80) and an anchoring portion (12) anchored to the fiber composite body (150). Further, a modular wind turbine rotor blade (5) which includes at least two blade modules (100, 200) and a method for assembling a modular wind turbine rotor blade (5) are provided.",2009,Y02E  10/721; F03D   1/0675; Y10T  29/49337; F03D   1/06; Y10T  29/49321; F05B2240/302
318765967,CN200920226083U,Hydroelectric generator,"The utility model discloses a hydroelectric generator, which comprises a support, at least one water-feeding pipe group is correspondingly mounted on the support, each water-feeding pipe group includes two water-feeding pipes, the tops of the two water-feeding pipes are respectively provided with a water outlet which is communicated with a catchment pipe, two water-pumping pistons are respectively mounted in the two water-feeding pipes, the tops of the two water-pumping pistons are connected together through a link bar, a downwardly extended slide bar is mounted at the middle of the link bar, a counterweight floater is mounted on the bottom of the slide bar, guide sleeves through which the slide bar passes are mounted on the support, a catchment is mounted on the top of the support, the catchment pipe is extended into the catchment, the catchment is provided with a water outlet, which is connected with a downwardly extended water outlet pipe, and a hydraulic generation unit which is driven by the water flow in the water outlet pipe is mounted in the lower part of the support. The hydroelectric generator with a simple structure can sufficiently utilize wave energy, and has high power-generating efficiency, moreover, the used seawater can flow back into the sea, and the hydroelectric generator does not generate any pollution and consume energy such as coal and petroleum.",2009,F03B  13/06; F03D   3/04; Y02E  10/22; Y02E  10/74; Y02P  80/158; F03D   9/28; F03B   1/00; Y02E  60/17; F03D   3/00; Y02E  10/223
318765979,CN200920179095U,Semi-submersible type hydrofoil connected platform wind power generation device at sea,"The utility model relates to a semi-submersible type hydrofoil connected platform wind power generation device at sea which comprises a fan blade shaft, a power transmitting horizontal shaft, a stabilizing bearing shaft for the power transmitting horizontal shaft, a left tower, a central tower, a right tower, an upper driving gear set and a lower driving gear set, a combining driving chain, a left diving cabin, a central diving cabin and a right diving cabin, a connected working deck, a streamline air fairing cover board, an automatic change speed gear box, a generator, a tower cable-stayed wire rope and a cabin horizontal drawing wire rope. The power transmitting horizontal shaft is arranged on the stabilizing bearing shaft for the power transmitting horizontal shaft on three towers. A door type fan blade is arranged on the fan blade shaft. The generator and the automatic change speed gear box are arranged on two sides of the lower driving gear set on the bottom of the three towers. The device is a large-scale wind power generation device at sea which has reasonable design and distribution, large installed capacity, high wind energy use ratio, and good economic and social benefits.",2009,Y02P  80/158; F03D   3/00; F03D   3/02; F03D   9/25; F03D   3/06; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   7/06; F03D  15/00
318765988,CN200920197518U,Offshore wind turbine generator foundation structure with multi-pile steel frame,"The utility model relates to an offshore wind turbine generator foundation structure with a multi-pile steel frame, which aims to solve the technical problem of providing an offshore wind turbine generator foundation structure with a multi-pile steel frame applicable to offshore and intertidal waters, and has the advantages of low price, high reliability, rapid construction and simple structure. In the technical scheme, the foundation structure has an integrated steel frame with 3 to 6 piles and comprises vertical steel sleeves, steel pipe pile which are fixedly connected with the steel sleeves are arranged in the steel sleeves, the lower ends of the steel pipe piles extend into a bearing layer below a seabed; the steel sleeves are connected with a connecting steel pipe through upper steel pipes and lower steel pipes, the upper steel pipes are inclined, the lower steel pipes are arranged to be inclined or horizontally, and horizontal steel pipes are connected in the horizontal direction between the steel sleeves, the inner ends of the upper steel pipes and the lower steel pipes are all fixedly connected with the connecting steel pipe vertically arranged in the middle, and the upper end of the connecting steel pipe is fixedly connected with a tower cylinder through a flange. The utility model is applicable to the rapid installation of the offshore wind turbine generator.",2009,F03D  13/25; Y02E  10/727
318786195,CN201010102603,At-sea wind generation unit foundation formed by barrel type foundation and mooring rope anchor,"The invention relates to an at-sea wind generation unit foundation formed by a barrel type foundation and a mooring rope anchor, which is composed of the barrel type foundation, a connection tower barrel, a cable rope and a suction anchor, the barrel type foundation is a steel cylinder structure which is provided with a sealing top cover, the connection tower barrel is a steel conical cylinder shape structure, the connection tower barrel and the barrel type foundation are fixed by welding and are reinforced by a rib plate, and the connection tower barrel and a connection tower barrel tower barrel are fixedly connected by a flange, and two ends of the cable rope are respectively fixed with the connection tower barrel and the suction anchor by welding. The at-sea wind generation unit foundation has the advantages that: the structure is simple, the construction is convenient, the work amount is low and the structure stress is rational. The barrel type foundation of the foundation self-floats to the construction position at sea by traction, the transportation cost can be reduced; a large hoisting ship does not need to be placed at seabed or pile driving construction at sea is not needed, the barrel type foundation can be recycled, thereby being environmental-protection; the load of the foundation structure, especially for moment load, can be effectively dispersed by the suction anchor, so as to improve the antidumping capacity of the single barrel type foundation.",2010,E02D  27/44
318786451,CN201010111832,Salt fog resistant system for wind generating set at sea,"The invention relates to a salt fog resistant system for a wind generating set at sea, which is characterized by comprising an axial flow fan, a supporting frame, a salt fog filter layer, a dehumidification filter layer, an upper bracket and a lower bracket, wherein, the bottom end of the blow dryer of the axial flow fan is fixedly connected on the side wall of a cabin of a generator, the bottom end of the supporting frame is tightly fixed on the top end of the blow dryer of the axial flow fan, the upper bracket and the lower bracket are both fixedly connected on the top end of the supportingframe, and the salt fog filter layer and the dehumidification filter layer respectively cover on the top part of the supporting frame with the support of the upper bracket and the lower bracket. The invention also comprises two contact sealing rings which are respectively installed at the joint of the cabin of the generator and a hub and the joint of the cabin of the wind generating set and a tower drum. The invention can be widely applied to the salt fog resistant operation of the wind generating set at sea.",2010,Y02E  10/722; F03D  80/00; F03D   9/25
318789678,CN200780019800,Shpadi propeller,"The invention relates to devices for converting mechanical energy in a fluid medium, can be used in the form of water and air screws for engines and propulsers and makes it possible to simplify the production method of propeller blades, to reduce the dimensions and material consumption and simultaneously increase a trust produced thereby without decreasing the strength and efficiency thereof. Theinventive propeller comprises at least two scimitar-shaped blades (4) whose basic sections (6) are fixed to the hub (1) of a driven shaft (2). The basic section (6) of each blade (4) is straight-scimitar shaped, wherein the front edge of the blade (4) is backwardly bent in relation to the direction and the plane of rotation and gradually transforms into the inverse scimitar-shaped end section (8), the front edge of the blade (4) is forwardly bent in relation to the direction and the plane of rotation and the blades (4) are arranged along the propeller axis and are fastened by means of the endsections (8) in such a way that an axially symmetric figure is formed. The involute of all the blades (4) of the propeller is shaped in the form of a single integral flat figure provided with one or more holes (5) corresponding to the coupling size of the hub (1) of a driven shaft (2).",2007,B63H   1/14; F03D   3/061; Y02E  10/74; Y02P  70/523; B63H   1/26; B63H   1/265; B64B   1/30; F05B2250/25; F05B2240/30; F03D   1/0633; Y02E  10/721; B64C  11/00; F03D   1/00; B64C  11/20
318800942,CN200880001209,Construction method and construction rig of floating wind turbine generator,"A rig (50) for constructing a floating wind turbine generator (10) smoothly in safety on a deep sea. The rig (50) for constructing a floating wind turbine generator (10) by a crane ship (S) comprises a guide member (51) fixed to a vertical work position for the crane ship (S) while locating the lower end side underwater, and at least a pair of arm portions (60) each having a grasping portion to which a tower portion (20) divided into a plurality of section in the axial direction can be attached removably and sliding along the guide member (51).",2008,B63B  27/16; F05B2240/95; Y10T  29/49826; Y02P  70/523; B63B  27/10; B66C  23/185; F03D  11/04; F05B2230/6102; Y02E  10/727; B63B  35/00; B63B  35/003; B66C  23/52; F03D  13/10; Y02E  10/721
318804616,CN200920174426U,Marine wind electric power unit,"The utility model relates to a marine wind electric power unit used for the domestic electricity consumption of small craft on the sea and for offering power to ships in navigation. The wind power unit is an upgrading product for ships without using canvas and diesel motors. A power source of the unit is as follows: a disk type turbine assembly is used for driving a wind turbine spindle to rotate to generate power, thus dragging a generator to generate electricity, and wind energy is converted into electrical energy to provide power for a ship motor and drive a propeller to rotate, thus leading the ship to navigate. During navigation, a wind pressure switch automatically controls a braking mechanism and further controls the rotation speed of the turbine so as to prevent a machine from being damaged at an excessive speed.",2009,F03D   9/32; Y02B  10/30; F03D  13/20; F03D   9/25; F03D   7/06; Y02E  10/72
318804624,CN200920197517U,Single pile type foundation structure of offshore wind driven generator,"The utility model relates to a foundation structure of a single pile type offshore wind driven generator. The utility model aims at providing a foundation structure of a single pile type offshore wind driven generator, which can be applicable to offshore area, is applicable to soft soil foundation and areas being easy to be washed, and can effectively resist the corrosivity of seawater, is applicable to single-machine unit being 0.75-5MW, and has cheap cost, reliability, and convenient construction. The technical scheme for solving the problems is as follows: for the foundation structure of the single pile type offshore wind driven generator, the lower end of the foundation structure is provided with a single large-diameter steel tube pile fixed with the offshore wind driven generation foundation, the upper end of the steel tube pile is fixed with the lower end of a connecting cylinder by grouting, and the upper end of the connecting cylinder is connected with a stepped drum by a flange. The foundation structure of the single pile type offshore wind driven generator can be used for offshore wind power plant engineering.",2009,Y02E  10/727; F03D  13/25
318816871,CN200920212040U,Special diving barge for installing shallow water wind power generating set,"A special diving barge for installing a shallow water wind power generating set comprises a barge body. A lifting device is arranged on the barge body; and a water tank having a function of diving is arranged inside the barge body. The special diving barge has the advantages: 1 a diving seat bottom of the special diving barge is used for converting a water lifting working condition into a land lifting working condition, thereby effectively overcoming influence caused by shaking of the barge body in the process of installing the wind power generating set in shallow water, and 2 compared with a marine platform, the special diving barge decreases a complicated outrigger system and has low investment cost.",2009,B63B  35/28
318821873,CN201010145195,Mounting ship of offshore wind turbine and construction method thereof,"The invention relates to a mounting ship of an offshore wind turbine and a construction method thereof. The mounting ship comprises a crane, legs, a translating system and a mounting frame system, wherein the translating system is arranged at the longitudinal and middle axis of the ship body and used for translating a tower cylinder and a cabin; the mounting frame system comprises two symmetricalframes arranged at a left side and a right side of a stem, and a lifting device, and the lifting device is used for vertically lifting the whole offshore wind turbine. The translating system comprises a translating rail and a translating trolley, and the trolley is provided with an electric driving system and an operation platform. The mounting frame system further comprises an enclasping platform and a centering device, wherein the enclasping platform is arranged on the mounting frame and used for encaslping and lifting the tower cylinder of the wind turbine, and the centering device is arranged on the mounting frame and used for enclasping and protecting the tower cylinder of the wind turbine and contacts the tower cylinder of the wind turbine in a roller manner. Due to the adoption of the structure, a mounting method of assembling separately from top to bottom and integrally locating when mounting is adopted, and the invention has advantages of low construction difficulty, low mounting cost and good technical effects.",2010,B63B  27/16; B63B  39/00
318823275,CN201010034068,Method for building offshore wind farm,"The invention discloses a method for building an offshore wind farm. The method comprises the following steps of: 1) fixing cofferdam piles (11) on a seabed of a predetermined sea area according to a predetermined rule; 2) fixing a water stop tie (12) between two adjacent cofferdam piles (11) to form a fan island cofferdam; 3) filling substances into the fan island cofferdam to form a fan island (1); and 4) mounting a wind generating set on the fan island (1) according to a method for mounting the wind generating set on land. The method for building the offshore wind farm not only can lower the degree of dependence upon weather conditions in the building process of the wind farm and lower the building cost and the maintenance cost of the offshore wind farm, by also realizes high reliability of the built offshore wind farm, prevents the built wind generating set from being impacted by ships and prolongs the service life of the offshore wind farm.",2010,E02B   3/16; E02D  19/04; E02B  17/00; E02D  27/44; E02D  29/16; F03D  13/25; E02D   5/30; E04G  23/04; H02S  10/12; Y02E  10/727
319379250,DE20102006473U,"Energiesparender, windbetriebener Bel¸fter",NULL,2010,F03D  13/10; F05B2230/6102; Y02E  10/727; Y02P  70/523; F05B2240/93; F03D   9/00; F03D  13/25; F05B2240/95
320409518,DE20091011915,Verfahren und Anordnung zum Transportieren und zum Montieren von Komponenten einer Windenergieanlage sowie Montage-Plattform,"Verfahren zum Transportieren von Komponenten (10ñ16) einer Windenergieanlage zu einem Aufstellungsort (17) auf offener See (18), mit den folgenden Verfahrensschritten: ñ Anordnen von wenigstens zwei zur Montage eines Rotors (12ñ15) vorgesehenen Rotorbl‰ttern (12ñ14) auf einem Schwimmkˆrper (19), wobei jedes Rotorblatt (12ñ14) eine L‰ngsachse (20ñ22) aufweist, wobei die L‰ngsachsen (20ñ22) der Rotorbl‰tter (12ñ14) im Wesentlichen parallel oder antiparallel zueinander und wobei die Rotorbl‰tter (12ñ14) nebeneinander angeordnet werden, wobei die Rotorbl‰tter (12ñ14) in einer horizontalen Ebene angeordnet sind, und ñ Bewegen des Schwimmkˆrpers (19) in Richtung des Aufstellungsortes (17) und ñ Montage der Rotorbl‰tter (12ñ14) zu einem Rotor auf offener See, wobei der Zusammenbau des Rotors auf dem Schwimmkˆrper erfolgt.",2009,F03D  13/10; F03D  13/40; Y02E  10/721; Y02P  70/523; F03D  11/04; F05B2230/6102; F05B2240/95; Y02E  10/727; F03D   1/0658; F05B2230/604
320415331,US20090424386,Hybrid renewable energy turbine using wind and solar power,"An environmentally friendly combination of wind turbine and solar energy collectors are provided. Solar photovoltaic material is secured to the surface of the wind turbine tower to augment the power generation capability of a wind turbine. The wind turbine energy output is controlled by a power management program and may be combined with the solar power energy that is generated from solar photovoltaic material covering the surface area of the body of the wind turbine's tower through an electrical subsystem associated with the wind turbine, an electrical subsystem associated with the solar energy collection system, and a combination subsystem conductively coupled both the electrical subsystem associated with the wind turbine and the electrical subsystem associated with the solar energy collection system.",2009,Y02E  10/725; F03D   9/007; Y02E  10/727; F05B2220/708; Y10T 307/658; F03D  13/25; H02J   3/38; F03D   9/25; H02J   3/00; H02S  10/12
320417093,US20080733362,Wind turbine blade with submerged boundary layer control means,"A wind turbine blade having a longitudinal direction with a root end and a tip end as well as a chord extending in a transverse direction between a leading edge and a trailing edge is described. The blade comprises a flow control surface with a suction side and a pressure side. A number of boundary layer control means is formed in the flow control surface. The boundary layer control means include a channel submerged in the flow control surface with a first end facing towards the leading edge and a second end facing towards the trailing edge of the blade. The channel comprises: a bottom surface extending from the first end to the second end, a first sidewall extending between the flow control surface and the bottom surface and extending between the first end and the second end, the first sidewall forming a first sidewall edge between the first side wall and the flow control surface, and a second sidewall extending between the flow control surface and the bottom surface and extending between the first end and the second end, the second sidewall forming a second sidewall edge between the second side wall and the flow control surface. The channel at the first end comprises a first flow accelerating channel zone adapted for accelerating a flow, and at the second end comprises a second channel zone, where the first sidewall and the second sidewall are diverging towards the trailing edge of the blade.",2008,F01D   5/145; F05B2240/30; B63H   1/28; F03D   1/0675; F03D   7/02; F05D2240/127; F01D   5/14; F03D   1/06; B64C2230/28; F05D2240/30; F05B2240/122; Y02E  10/721; B64C  11/16; B64C2230/26; Y02T  50/166; Y02T  50/673
320728898,JP20100504840,NULL,NULL,2008,F05B2240/912; F05B2240/95; F05B2260/30; E02B   9/08; F03B  11/00; F03B  13/10; F03B  17/061; F03B  13/264; F05B2240/97; F03D  11/04; E02D  27/52; Y02E  10/28
320778616,CN201010142265,At-sea air blower integral transportation and installation method and special engineering ship,"The invention relates to an at-sea air blower integral transportation and installation method and a special engineering ship; the method comprises the following steps: 1) a skirting block is additionally arranged on an air blower stepped tower; 2) a sliding fork grafting device or a mechanical arm is arranged on an engineering ship, when the air blower is fork-grafted, a fork head is connected with the skirting block and is locked with the skirting block by a bolt; 3) the air blower is transferred to the ship by supporting of the fork head and is fixed, and then the fork head is removed; 4) the ship carried with the air blower closes to an at-sea installation base, the ship body is jacked out of the water plane to the proper position, the fork grafting device or the mechanical arm is operated to fork-graft the air blower, and the connection between the air blower and the base is removed, and the air blower is integrally translated to the installation base by the lifting action of the fork head; the special engineering ship which adopts the method at least comprises a flat ship body, the sliding fork grafting device or the mechanical arm is arranged on an engineering ship, the end of the fork grafting device is provided with the fork head, and the size of the fork head is matched with the size of the stepped drum; in the invention, the problem of hoisting is not considered, therefore, the invention has great significance to the development and construction of large-scale at-sea wind power stations.",2010,B63B  27/00; B65G  67/60
320779713,CN200910248989,Installing mechanism of intertidal belt wind generator upright post without crane and operation method thereof,"The invention belongs to an installing device of a wind generator, which relates to an installing mechanism of an intertidal belt wind generator upright post without a crane and an operation method thereof. The installing mechanism of the intertidal belt wind generator upright post without the crane is characterized in that an automatic barge is arranged on a shore sea level corresponding to an intertidal belt, at least a set of upright post installing mechanisms of the wind generator are arrayed on the ship bow side and two side decks of the automatic barge, wherein each set of upright post installing mechanisms mainly comprise a cable twisting machine pulling device, a fixed bearing table, a movable bearing table, a regulating and loading water tank, an upright post holding and fixing device, a regulating and loading water tank holding and fixing device, a barge bearing mast, a hydraulic cylinder driving mechanism, a contraposition device and a damping structure. The invention has reasonable design, novel and unique conception and compact structure, is simple and practical, not only does not need to install a crane, but also does not need to be provided with various kinds of ships, is easy to position and install, increases assembling precision, integrates installation and transportation into a whole, and has the advantages of high installing speed, small investment, convenient use, and the like.",2009,B63B  35/28; E04H  12/34; F03D  13/10; Y02E  10/727; F03D  13/25
320781618,CN201010142278,Storage battery energy storage conditioning device,"The invention relates to a storage battery energy storage conditioning device, which is characterized by comprising at least two charging and discharging management systems and a main system monitor, wherein the AC sides of the charging and discharging management systems are connected with a public bus-bar in parallel, and then are connected with a high voltage main bus-bar through a transformer,and the DC side of each charging and discharging management system is connected with a storage battery so as to control the two-way conditioning of active power and reactive power of the storage battery and PCC points formed by the main bus-bar and the public bus-bar in a range of upper limit and lower limit voltage values, so that the voltage and frequency of the PCC points are stable; and the main system monitor is in information interaction with the charging and discharging management systems through a plurality of CAN interfaces, and controls an external standby power to supply power to the high voltage main bus-bar or control unloading charges to consume electric energy output by the high voltage main bus-bar according to the instructions of the charging and discharging management systems, so that the voltage and frequency of the PCC points are stable. The invention is easy to realize, saves cost, and is suitable for combining an independent power system with a megawatt-class wind generating unit, and supplying power to offshore oilfield platforms and remote areas.",2010,H02J   3/28
320785478,CN200920287572U,Dragging assembly of a shallow draft windmill installation maintenance platform at a shallow water area,"The utility model discloses a dragging assembly of a shallow draft windmill installation maintenance platform at a shallow water area. Cylindrical high-pressure air sacs (8) are arranged in parallel at the bottom of a platform (1) at intervals; the forward traction position of the platform (1) is provided with an anchoring point and connected with a traction assembly and the traction assembly comprises a cable or steel rope (4) connected with the anchoring point of the platform (1) and a winch (11) or hauling wheel (16) for dragging the cable or the steel wire (4). The dragging technology is closely combined with the air sac application technology, some technology devices are reasonably used, thus the windmill installation platform moves at the relative shallow draft area (1.5 to 0 meter) at the not-floating state, therefore the omnirange construction of the windmill installation platform is ensured at the intertidal zone.",2009,B63B  21/56
320786445,CN200920200481U,Raft plate type wind generator foundation structure,"The utility model relates to a raft plate type wind generator foundation structure, which resolves the technical problems of being suitable for offshore wind farm foundation conditions, having strength and deformation of a foundation structure meeting requirements of wind generator groups, and having low cost, reliability, simple and convenient construction, and material saving. The foundation structure is characterized by being provided with a polygonal base plate seated on a foundation, wherein an intermediate pier with a shape corresponding to that of the base plate is arranged at the centre of the base plate, a radial primary beam is connected between each corner of the base plate and each lateral wall of the intermediate pier and penetrates through an intermediate pier central line, and the outer ends of the primary beams are mutually connected by secondary beams to form a closed ring. The foundation structure is mainly applicable in offshore wind farm construction engineering.",2009,Y02E  10/72; F03D  13/20
320790465,CN201010102604,Marine wind turbine foundation for steel-concrete combined structure,"The invention provides a marine wind turbine foundation for a steel-concrete combined structure, consisting of a cylindrical foundation, a connecting tower, a pull rod, a support rod and a connecting rod. The cylindrical foundation is a reinforced concrete cylindrical structure with a sealed top cap, is embedded with pull rod connecting steel parts and metal rings, and is provided with a compartment separator; the connecting tower is a steel conical cylinder structure, is fixedly connected with the cylindrical foundation through the metal rings, and is fixedly connected with the wind turbine tower through flanges; and the pull rod, the support rod and the connecting rod are all used for connection and fixing of the cylindrical foundation and the connecting tower. The structure has the advantages that: the steel-concrete combined structure foundation can realize traction inflation towing through compartment flotation so as to save large towing machine tools and effectively reduce transportation cost; in construction, the foundation can be sunk in seafloor without suspension of a large hoisting boat and marine piling construction but only by utilizing negative pressure loading and side wall high-pressure inflation or water breaking ground; and the cylindrical foundation is manufactured by adopting reinforced concrete to process, which can reduce cost.",2010,E02D  27/44; E02D  27/52
320790471,CN201010118794,Local scouring forecast method of coastwise wind-electricity tower footing of muddy coast,"The invention discloses a local scouring forecast method of a coastwise wind-electricity tower footing of a muddy coast, which comprises the following steps of: constructing a two-dimensional tidal current mathematical model and a two-dimensional wave mathematical model of an engineering sea area respectively, analyzing the hydrodynamic condition of the engineering sea area by the two-dimensionaltidal current mathematical model and the two-dimensional wave mathematical model and providing oceanic kinetic parameters for determining the maximum depth of the local scouring of the wind-electricity tower footing; selecting Jones and Sheppard formulae which are suitable for bed load which is silver sand particles and an Hanhaiqian formula as a fundamental formula for estimating the local scouring depth of the wind-electricity tower footing of a coastwise wind farm of the muddy coast; and forecasting the maximum depth of the local scouring of the wind-electricity tower footing of the coastwise wind farm of the muddy coast by adopting the modified formula. The invention can better reflect the motion rules of the tidal current and the wave of a prototype, can provide the reliable oceanic kinetic parameters for the calculation of the local scouring depth of the wind-electricity tower footing and has a reasonable and credible calculation result.",2010,E02D  27/42; E02D  27/52; E02D  33/00
320798918,CN200920273033U,Moveable offshore novel energy power platform,"The utility model discloses a moveable offshore novel energy power platform which is used for hybrid use of wind energy, wave energy and solar energy. The utility model is a moveable offshore novel energy power platform which is composed of a platform body, a up-down pile, a up-down pile drive device, a movement oil cylinder, a wave board, a solar photovoltaic board, an amplitude oil cylinder, a solar photovoltaic board support rack platform, a wind power generation plant, a hydraulic station, a electrical distribution room, a living building and a hanging machine unit. The main connection mode is that: the up-down pile drive, the movement oil cylinder, the solar photovoltaic board support rack platform, the hydraulic station, the electrical distribution room, the life building and the hanging machine are installed on the platform body. Under different weather instances, electric energy produced by the solar photovoltaic board, the wind power generation plant and the movement oil cylinder enters into the electrical distribution room and is rectified for output. When bad sea condition happens, the movable offshore novel energy power platform is pulled into the harbor, thereby avoiding broken and loss of the wind wave, effectively eliminating intermittent energy production defect caused by weather factors, and realizing continuous electricity supply offshore.",2009,F03D   1/00; Y02E  10/38; B63B  35/44; H02S  10/40; H02S  10/10; Y02E  10/72; Y02B  10/20; Y02B  10/30; F03B  13/22; H02S  10/12; F03G   6/00; Y02E  10/46
320808314,CN200920254352U,Permanent magnetic floating vertical axis wind driven generator,"The utility model relates to a permanent magnetic floating vertical axis wind driven generator which is used for improving the wind driven power generation efficiency and reducing the cost. The wind driven generator adopts the following technical scheme: the wind driven generator comprises a tower, a vertical main shaft, a shaft sleeve, fan blades and a permanent magnet generator; wherein the vertical main shaft is fixed on the tower, the shaft sleeve is covered outside the vertical main shaft through an upper bearing and a lower bearing, a plurality of fan blades are arranged and uniformly fixed outside the shaft sleeve, the torque output by the shaft sleeve drives the permanent magnet generator, an upper magnetic ring coaxial with the shaft sleeve is arranged in the shaft sleeve, and a lower magnetic ring opposite to the upper magnetic ring in homopolarity and positioned below the upper magnetic ring is suited on the vertical main shaft. The permanent magnetic floating vertical axis wind driven generator has the advantages that the structure is simple, the manufacturing cost is low, the friction resistance is small, and the energy conversion efficiency is high, thereby being especially suitable for generating power in areas far away from electric networks or with abnormal electric networks while with ordinary wind energy condition.",2009,F16C  32/04; F03D   9/25; H02K   1/17; F03D   3/00; Y02E  10/74; F03D   3/06; Y02P  70/523
320808315,CN200920254816U,Transmission system of wind generator,"The utility model relates to a wind generator, and particularly to a transmission system of a wind generator. The utility model settles the problems of large maintenance difficulty, large weight, large deformation and easy damage on the transmission system of prior-art wind generator, which are caused by unreasonable structure. The wind generator comprises a driving sleeve fixed on the base of a machine cabin. The outer wall at one side of the driving sleeve is sleeved with at least one set of wheel hub bearing. The outer cylindrical surface of the wheel hub bearing is provided with a wheel hub with a brake which is equipped with blades. The other side of the driving sleeve is fixedly provided with a driving mechanism, and the driving sleeve is internally provided with a floating shaft which has two ends that are respectively connected with the wheel hub and the driving mechanism. Through improving the transmission system of normal wind generator, the wind generator has the advantages of convenient maintenance, light weight, high strength and low fault rate. Furthermore the wind generator has the advantages of convenient installation and low cost. Simultaneously the transmission performance is greatly improved. The using requirement of fans with different power levels is satisfied.",2009,F03D  15/00; F03D   1/00; F03D   9/25; Y02P  70/523; F16H  57/02; Y02E  10/722
320825810,IL20080193724,SYSTEM FOR GENERATING ELECTRIC ENERGY,NULL,2008,F03B  13/18; F03D  13/22; Y02E  10/38; F03B; Y10T 307/696; F03D  13/25; Y10T 307/718; F03D   9/255; H02J   3/386; Y02E  10/763; H02J   3/382; F03D   9/008; Y02E  10/72; F03D   9/257
321204034,CN200920311946U,Vertical shaft offshore wind turbine based on jib power,"The utility model relates to a vertical shaft offshore wind turbine based on jib power, which solves the problem that the conventional offshore wind turbine fails to make full use of the offshore wind resource. The vertical shaft offshore wind turbine based on jib power comprises a power generator and is characterized in that the vertical shaft offshore wind turbine further comprises a main hull, an anchor rod with an anchor chain, a jib hull with a jib, a jib corner control device and at least two cross beams; the jib corner control device comprises a hollow shaft, a bearing, a cam with a driven member, a cam support, a jib cable and a servomotor with a driving gear; one end of each cross arm is hinged on the jib hull and the other end thereof is connected with the main shaft inside the power generator; the hollow shaft is fixed on the power generator; the main shaft is sleeved on the hollow shaft; the cam is mounted on the hollow shaft through the bearing; one end of the jib cable is fixed on the driven member and the other end thereof is fixed on the jib; teeth are formed on the outer circumferential rim of the cam; and the driving gear is matched with the cam. The vertical shaft offshore wind turbine based on jib power has the advantages of reasonable design, low equipment investment, high power-generating efficiency and high wind utilization rate.",2009,F03D   7/06; F03D   3/00; Y02E  10/727; F03D  13/25; F03D   9/32; Y02E  10/74
321213677,US20100774309,Tapered helical auger turbine to convert hydrokinetic energy into electrical energy,"A helical auger turbine and hydrokinetic device for use with electrical generators for producing electricity. The auger turbine includes a generally helical turbine blade rotatably mounted on a central shaft, which may be tapered at each end, and a flange extending perpendicularly to an edge of the turbine blade. At least one turbine blade support connection is included for connecting the central shaft to a support structure. An electrical generator may be powered by the helical auger turbine, that can be used in a tidal water flow. The helical auger turbine can operate a high pressure pump connected to a hydraulic accumulator for storing pressurized hydraulic fluid from the high pressure pump. An electrical generator can be operated by hydraulic fluid delivered from the hydraulic accumulator at times of slow water flow. A plurality of helical auger turbines can be horizontally oriented under water, tethered to legs of an ocean platform such as an oil rig secured to the seabed.",2010,F03B   3/12; F05B2240/40; Y02E  10/28; F03B  13/26; Y02E  10/38; F03D   1/02; F05B2250/25; F05B2250/292; F01D   5/14; F03B  13/264; F03B  17/061; F05B2240/97; Y02E  10/725
321219151,AR2002P103685,"PROCEDIMIENTO PARA LA OPERACION DE UN PARQUE EOLICO, PARQUE EOLICO Y PLANTA EOLICA","Las plantas de energÌa eÛlica fueron erigidas inicialmente en forma individual y solo en los ˙ltimos anos - tambiÈn como consecuencia de reglamentaciones administrativas y constructivas - se instalan frecuentemente en parques eÛlicos. Un parque eÛlico es aquÌ, en su expresiÛn m·s pequena, una disposiciÛn de al menos dos plantas de energÌa eÛlica, pero con frecuencia considerablemente m·s. A modo de ejemplo se puede mencionar el parque eÛlico Holtriem (Frisia Oriental), en el cual est·n instaladas m·s de 50 plantas de energÌa eÛlica vinculadas entre sÌ. Es dable esperar que en los prÛximos anos aumente fuertemente la cantidad, asÌ como la potencia instalada de las plantas de energÌa eÛlica. En la mayorÌa de los casos, el potencial eÛlico es m·ximo en zonas de las redes de alimentaciÛn con pequena potencia de cortocircuito y escasa poblaciÛn. Justamente allÌ se alcanzan r·pidamente los lÌmites tecnolÛgicos de conexiÛn por las plantas de energÌa eÛlica, lo que trae como consecuencia que en tales zonas ya no se puedan establecer otras plantas de energÌa eÛlica. Procedimiento para la operaciÛn de un parque eÛlico constituido por varias plantas de energÌa eÛlica, donde el parque eÛlico est· conectado a una red proveedora de electricidad en la cual es alimentada la potencia elÈctrica producida por el parque eÛlico y el parque eÛlico y/o al menos una de las plantas de energÌa eÛlica del parque eÛlico est· provisto de una entrada de monitoreo por medio de la cual se puede ajustar la potencia elÈctrica del parque eÛlico o de una o varias de las plantas de energÌa eÛlica individuales en un rango de 0% a 100% de la potencia disponible, en particular, la potencia nominal, est· previsto un equipo de procesamiento de datos vinculado con la entrada de monitoreo y por medio del cual se ajusta el valor preestablecido en el rango de 0% a 100%, de acuerdo con la magnitud de la potencia que suministra el parque eÛlico completo en su salida para ser alimentada a la red de energÌa, y donde el operador (EVU) de la red proveedora de electricidad a la cual est· conectado el parque eÛlico puede ajustar la potencia suministrada por el parque eÛlico a travÈs de la entrada de monitoreo.",2002,H02J   3/38; Y02E  10/723; Y02E  10/725; B63H   1/06; F03D   7/00; F03D   9/255; F03D   7/048; F03D   9/257; F05B2270/335; H02J   3/386; Y10T 307/724; F03D   7/02; F05B2270/337; Y02B  10/30; Y02E  10/763; F03D   7/0272; H02P   9/00; F03D   7/0284; F03D   7/04; F05B2270/1033; F05B2270/304
322124424,NL20102004987,LIFTINRICHTING EN WERKWIJZE VOOR HET POSITIONEREN VAN EEN LOG OBJECT.,NULL,2010,E02D  27/425; F03D  13/10; B66C   1/108; B66C  23/56; E02B  17/00; Y02P  70/523; B66C  13/08; B66C  23/185; E02D  27/42; F03D   1/00; Y02E  10/727; Y10T  29/49316; F05B2230/61; F05B2240/95; Y02E  10/726
322138692,KR20090111682,SHIP HAVING WIND POWER GENERATOR,"PURPOSE: A ship with a wind power generator is provided to improve generating efficiency by increasing wind volume and wind speed, and to reduce fuel consumption without using power of an engine. CONSTITUTION: A ship with a wind power generator comprises a structure(50), a wind collection tower(10), an air duct, a turbine, and a generator. The structure is installed on a deck(40) formed on the top of the ship. The wind collection tower is separated from the structure and has a lower height and a smaller width than the structure. The air duct is connected to the bottom end of the wind collection tower and transfers wind flowing from the wind collection tower. The turbine is installed in the air duct and is rotated by wind transferred from the air duct. The generator is connected to the turbine and is powered by the rotation of the turbine.",2009,B63B2035/446; B63H   9/00; F03D   3/04; B63J   3/04; B63B  35/44; B63J  99/00; B63J2003/046; Y02T  70/70
322138911,KR20090124023,OFFSHORE FIXED TYPE OF REMOTE AUTO FEEDING SYSTEM FOR FISH FEEDS,"PURPOSE: An offshore fixed type of remote auto feeding system is provided, which can raise fishes from a remote place with difficult access according to weather condition. CONSTITUTION: An offshore fixed type of remote auto feeding system comprises: a marine base facility(1) in which the top exposes on the water surface; a cage in which a rope is fixed to the top or lower part of a fixing plate in order to support net; a feed storage tank(10) which is installed in the marine base facility and stores fodder; a feed supplying apparatus(20) for supplying feed to fishes; a camera which is installed in the marine base facility and observes the fishes on a real time basis; an automatic control device; a telecommunication facility; and a power plant.",2009,A01K  61/80; A01K  61/02; G06Q  50/02; H04N   7/18; Y02E  10/70; G05B  11/00
322442339,CN200920246660U,Maintenance structure for transformer of marine wind turbine,"The utility model provides a maintenance structure for the transformer of a marine wind turbine. The transformer is arranged on a base concrete platform at the bottom of a stepped drum; a stepped drum door is also arranged on one side at the bottom of the stepped drum; at least one cross beam is fixed at the bottom of the stepped drum; a handcart, which can move transversely and is connected with a hand chain hoist, is arranged on the cross beam; the base concrete platform and the bottom of the stepped drum are connected through a transition section; a stepped drum platform and a transition section platform are arranged in the bottom of the stepped drum and the transition section respectively; the stepped drum platform and the transition section platform adopt a demountable structure; and the stepped drum door is placed above the stepped drum platform. During maintenance, the stepped drum platform and the transition section platform are detached; then, the hand chain hoist is moved to the position above a coil of the transformer required to be replaced by adjusting the position of the handcart on the cross beam; the coil is hoisted upward vertically to a position above the stepped drum platform; and finally, the hand chain hoist is moved by utilizing the handcart, so that the coil is transversally moved to the position of the stepped drum door.",2009,H02B   3/00; H01F  41/00
322472840,US20100777233,Power generation assemblies and apparatus,"A floating power generation assembly has at least three floating units (3400) provided with power generation means (3402, 3404) and floating in a body of water. At least one of the three floating units (3400) is a tension leg platform. The assembly also comprises first anchors secured to a surface beneath the water, and first cables (3414, 3416) connecting the buoyant body (3400) to the first anchors. Second anchors are secured to the underwater surface and connected by second cables (3412) to the floating units (3400). The floating units (3400) are arranged substantially at the vertices of at least one triangle or quadrilateral.",2010,B23P  11/00; F05B2240/93; F03D   1/00; F03D   9/00; F03D   9/25; F03D  13/40; Y02E  10/725; E02D  23/00; F03D   1/02; F03D   1/04; F03D  11/04; B63B2035/446; F05B2240/95; Y10T  29/49947; F03D  13/22; Y02E  10/727; F03D   9/008; F03D  13/10; B63B2035/4466; F03D  13/25; F05B2240/40
322474271,US20090394260,Internally-damped airfoil and method therefor,"An airfoil component and method for producing the component. The component has root and airfoil portions, the latter having an airfoil tip and oppositely-disposed concave and convex surfaces that converge at leading and trailing edges of the airfoil portion. The airfoil portion has at least one stiffener between first and second walls thereof that define the concave and convex surfaces, respectively. The stiffener defines multiple internal cavities within the airfoil portion that extend in the span-wise direction of the airfoil portion. A polymeric material fills at least one of the internal cavities and is bonded to the airfoil portion only at an extremity of the internal cavity nearer the root portion, and not to the stiffener or to the first and second walls of the airfoil portion, to define an internal damping member that provides a vibratory damping effect to the airfoil portion.",2009,B63H   1/26; F03B   3/12; F03D  11/02; F04D  29/668; F01D   5/30; F05D2300/43; B64C  27/46; F04D  29/38; B63H   7/02; B64C  11/16; F01D   5/14; F03B   7/00; F05D2260/96; F04D  29/34; B64C  11/04; F04D  29/023; Y10S 416/50; F04D  29/324
322518869,EP20100175284,Cooling system for an offshore assembly,"The system (10) has an external cover wall (16) and an internal cover wall (14) for limiting an inner chamber (12), and a cavity (18) formed between the cover walls, where water flows through the cavity. A closed coolant circuit (20) has a heat exchanger (22) for receiving heat emission (26) formed in the inner chamber and another heat exchanger (24) for outputting the received heat emission (28). The latter heat exchanger is partially arranged in the cavity, where the cavity is formed as a ballast tank. The external cover wall has cooling ribs (38) projecting into the cavity.",2010,F05B2240/97; F05B2260/232; F03D   9/00; F05B2240/95; F03D  11/00; F03D  80/60; Y02E  10/72; F03D   9/257
322620919,EP20100175687,"Attaching device and method for attaching a vessel to a wind power plant, and vessel","The invention relates to a mooring device (100) for mooring a vessel (200) to a wind power plant (300), which device (100) comprises a frame (110) and a joint (130) arranged in connection with the frame (110), with the aid of which joint the mooring device (100) can be attached to the vessel (200). The mooring device (100) comprises at least two gripping means (120) for gripping impact shields (310) of the wind power plant, which gripping means (120) are attached to the frame (110) in an immobile manner. The invention also relates to a vessel (200) and a method for mooring the vessel (200) to a wind power plant (300).",2010,B63B  27/30; B63H   9/06; B63B  21/00
322622924,DK20020015395T,"Flydende fundament til et bygningsvÊrk, der rager op over vandoverfladen",NULL,2002,F05B2240/95; B63B2035/446; F03D  13/10; B63B   9/06; B63B  75/00; F03D  13/22; B63B   5/16; E02D  27/42; F03D   1/00; F03D  11/04; B63B  21/502; B63B2231/64; B63B  21/50; B63B  35/44; E02B2017/0091; E02D  27/425; Y02E  10/727
322629484,DE20092006966U,Verbundbauteile aus w‰rmeh‰rtenden Harzen und Elastomeren,NULL,2009,B60R  25/10; B63H  16/04; F03D   1/06; F03D   1/065; F05B2280/6003; Y10T 428/31663; Y10T 442/2926; B29C  70/086; B63B  34/20; B64C2027/4736; F05B2280/5001; Y02T  50/43; B32B  25/02; B32B  25/08; B32B  27/04; B64C   7/00; B64C  27/473; Y10T 428/31504; B32B  17/04; B60R  25/04; Y10T 428/31826; A61F2002/5056; A63C   5/122; A63C  11/227; B63B  32/57; Y02T  70/143; B60R  13/02; B60R  21/00; B60R2325/304; B62D  29/04; F05C2251/02; F05C2253/04; A61F   2/50; A61F2002/5055; A63C   5/14; B63B   3/68; F05B2260/96; Y10T 428/31855; B29C  70/08; B63B   5/24; Y02E  10/721
322630761,RU20090113064,CONTACTLESS REDUCTOR ELECTRIC MACHINE WITH COMBINED EXCITATION,"FIELD: electricity. ^ SUBSTANCE: invention relates to peculiarities of design of contactless electric machines with electromagnet reduction and may be used in systems of automatics, as motor-wheels, motor-drums, starter-generators, electric steering boosters, electric drives of large and medium capacity vessels, transport means, concrete mixers, weight-lifting mechanisms, belt conveyors, pumps for liquids pumping, mechanisms with high torques on shaft and low frequencies of its rotation, and also in wind generators, hydraulic generators, high-frequency electric generators and synchronous generators of frequency converters. Proposed contactless redactor electric machine with combined excitation comprises teethed stator with odd and even laminated packs from insulated sheets of electrotechnical steel with high magnetic permeability with explicit poles, on inner surface of which there are elementary teeth arranged. Besides packets of stator in tangential direction are arranged so that axes of their explicit poles located opposite to each other in axial direction in all packets of rotor coincide, and between odd and even packets of stator there is winding of inductor excitation, arranged in the form of ring-shaped coils with longitudinal axis that matches longitudinal axis of machine, coil m-phase winding of anchor, each coil of which is placed on according explicit poles of stator packets and covers one explicit pole of every packet each, and winding-free ferromagnetic rotor with non-magnetic bush, on which odd and even magnetic conductors of rotor are placed with odd and even rotor packets pressed on them as according charged packets made of insulated sheets of electrotechnical steel with high magnetic permeability, and their number equals number of stator packets, with identical number of teeth on each rotor packet, besides even packets of rotor are shifted relative to odd ones in tangential direction by half of teeth division of rotor packet, and between odd and even magnetic conductors of rotor there are circular layers of permanent magnets axially magnetised in the same direction. At the same time certain ratios are maintained between a number of explicit poles in each stator packet, number of elementary teeth at each explicit pole of stator packet, number of elementary teeth on each explicit pole of stator packet, number of explicit poles of each stator packet in phase, number of teeth of each stator packet, number of teeth in every rotor packet and number of phases of m-phase winding of anchor in contactless redactor electric machine with combined excitation. ^ EFFECT: invention provides for high power and operational indices, high specific rotation torque on shaft and high electromagnetic reduction of rotation frequency in mode of electric motor, and high specific power at high frequencies of EMF in mode of electric generator. ^ 18 cl, 11 dwg, 1 tbl",2009,H02K  21/02; Y02E  10/725; H02K  19/24; H02K  19/10; H02K  21/12
323105300,RU20090118541,CONTACTLESS REDUCTOR MAGNETOELECTRIC MACHINE WITH POLE GEARED INDUCTOR,"FIELD: electricity. ^ SUBSTANCE: invention relates to the field of electric engineering and in particular to slow-speed high-torque electric motors, electric drives and generators, relates to peculiarities of design of contactless magnetoelectric machines with electromagnet reduction and may be used in systems of automatics, as motor-wheels, motor-drums, starter-generators, electric steering boosters, direct drives in domestic appliances, electric drives of concrete mixers, weight-lifting mechanisms, belt conveyors, pumps for liquids pumping, mechanisms with high torques on shaft and low frequencies of its rotation, and also in wind generators, hydraulic generators, high-frequency electric generators and synchronous generators of frequency converters. Proposed contactless redactor magnetoelectric machine with pole geared inductor comprises stator, anchor core of which is assembled from insulated sheets of electrotechnical steel with high magnetic permeability and has explicit poles, on inner surface of which there are elementary cogs provided, coil m - phased winding of anchor, each coil of which is arranged on according explicit pole of anchor by one on each pole, and rotor comprising inductor with geared poles symmetrically distributed along cylindrical surface with identical number of elementary cogs on each pole, between geared poles of inductor there are permanent magnets installed, which are magnetised in tangential direction. When certain ratios are maintained between number of explicit poles of anchor, number of elementary cogs on explicit pole of anchor, number of explicit poles of anchor in phase, common number of anchor cogs, number of geared poles of inductor, common number of inductor cogs, number of elementary cogs on geared pole of inductor and number of phases in m-phased winding of anchor in contactless reductor magnetoelectric machine with pole geared inductor. ^ EFFECT: provides for high power and operational indices, high specific rotation torque on shaft and high electromagnetic reduction of rotation frequency in mode of electric motor, and high specific power at high frequencies of EMF in mode of electric generator. ^ 10 cl, 11 dwg",2009,Y02E  10/725; H02K  21/12; H02K  19/10; H02K  19/24; Y02B  10/30; H02K  21/16
323175879,EP20100747962,OFFSHORE WIND TURBINE INSTALLATION,NULL,2010,B63B  35/00; B63B  35/003; B66C  23/18; B66C  23/52; B63B  27/16; B63B  27/10; B63B  39/02; Y02E  10/727; B63B   1/107; B63B  43/08; B63B  35/44; B66C  23/185
323332156,CN200920209838U,Offshore renewable energy sources conversing device and system,"The utility model relates to an offshore renewable energy sources conversing device which comprises an ocean platform and a wave energy generator, wherein the wave energy generator is mounted on the table top of the ocean platform, and more preferably, the wave energy generator comprises a wave floating body and a mechanical transmission generating part mounted on the table top; the wave floating body comprises a floating body and a straight gear mounted on the floating body; the mechanical transmission generating part comprises a straight gear limiting component, a first revolving shaft and a first gear mounted on the first revolving shaft; the floating body is positioned below the table top; the straight gear passes through the table top in a penetrating manner from bottom to top and is engaged with the first gear; the straight gear limiting component is propped against and limits the straight gear; and the ocean platform is a tension-leg ocean platform. The utility model further provides an offshore renewable energy sources conversing system, and wind and wave power grid-connected power generation is achieved. The utility model has the advantages of smart design, safety, stability, reliability, and convenient project implementation and daily maintenance, can effectively use offshore renewable energy sources to supply energy for the development of ocean far away from the land.",2009,Y02E  10/38; Y02E  10/725; F03B  13/16; F03D  13/25; Y02E  10/727; F03D   9/25
323332175,CN200920270921U,Foundation structure of gravity type marine wind turbine group,"The utility model relates to a foundation structure of a marine wind turbine group, in particular to a foundation structure of a gravity type marine wind turbine group. The foundation structure comprises a concrete base and a concrete bearing platform arranged on the concrete base, wherein a plurality of cavities with upward openings are arranged on the concrete base, crushed stones are filled in the cavities, and appearance of the concrete base is in a prismatic table shape with a smaller upper portion and a bigger lower portion. Since the concrete base is in the prismatic table shape with a smaller upper portion and a bigger lower portion, thereby water can flow continuously upwards along the upward slanting side face of a prismatic table without forming direct reflecting wave when the water flows through the base, and simultaneously, after the water flows to the upper surface of the base along the slanting surface, with stones filled in the base, the structure has function of eliminating waves, greatly reducing kinetic energy of water flow, leading the kinetic energy of the water back flowing along the slanting surface to be lowered, and avoiding flushing caused by disturbing sands at sea bottom. Therefore, the foundation structure can replace a single column structure at a flushing type sea bottom and lower investment cost of marine wind power stations.",2009,Y02E  10/727; F03D  13/25
323377151,US20070377510,Method and apparatus for extracting energy from wind and wave motion,"A method and apparatus for extracting energy from wind and wave motion using a common floating platform comprising a ship hull (10) which is moored in an offshore location and which supports wind turbines (27) for extracting energy from wind and wave energy extraction devices (12) positioned at least at one side of the hull (10) for extracting energy from wave motion relative to the hull (10). The method and apparatus may also use water current energy extraction devices. The hull (10) may also support a desalination plant (45) which uses the energy generated from the wind, wave and water current energy extraction devices.",2007,B63J   1/00; F03B  13/24; F03B  13/10; F03D   9/008; F03D  15/10; Y02A  20/144; Y02E  10/28; Y02E  10/38; F03B  13/142; F03D   9/00; F03D  13/25; B63J   3/04; F05B2240/931; F03B  17/063; Y02E  10/32; Y02E  10/727; Y02A  20/141; F03B  13/14; F03D   9/25; F05B2220/62
323378567,US20100659442,System and method for generating electricity using grid of wind and water energy capture devices,"A system for maintaining buoyant, energy-capture devices in general relative position in water in the presence of surface waves allows heeling of the energy capture devices while preventing collision. The system includes a grid of structural members that resists compression while permitting limited relative surface displacement between the first and second energy-capture devices. The structural members may be partially compressible and provide a restoring force, and they may allow heeling. Electricity from wave energy capture devices is combined in a way that smoothes variations inherent in wave action. Electricity from wind energy capture devices is combined with energy from wave energy capture devices for transmission to shore.",2010,B63B2035/4466; F03D  13/22; F05B2240/40; Y02E  10/38; F05B2240/96; F03D   9/00; F03D   9/008; F03D   9/25; H02J   1/10; F01D  25/28; F03B  13/20; F03D  13/25; Y02E  10/28; F03B  13/14; Y02E  10/725; Y10T 307/658; F03D   9/257; Y02E  10/727; F03B  13/186; F05B2240/95
323380506,US20090402505,Air fan damping structure,"An air fan damping structure is installed on an air fan which has a fan frame. The fan frame has an air inlet, an air outlet and a housing space between them to hold a fan blade assembly. The damping structure includes a first buffer and a holding member located on the fan frame. The first buffer is hollow and has a through hole, and a first anchor portion to form an anchor relationship with a second anchor portion formed on the fan frame. The holding member has an inserting portion to run through the through hole and a depressing portion connecting to the inserting portion to receive a force to allow the inserting portion to run through the through hole. The inserting portion and the through hole have respectively a first retaining portion and a second retaining portion to form a retaining relationship.",2009,F04D  25/0613; F04D  29/668; F04D  29/66; F03D  11/00
323468619,NO20090000625,Fralands vindturbinanlegg,"Fralands vindturbinanlegg 1 som omfatter minst ett flytelegeme 5 som bÊrer et vindm¯lletÂrn 10 med tilh¯rende rotor 11 og maskinhus 12 inneholdende komponenter n¯dvendig for vindbasert produksjon av energi. Minst det ene flytelegemet 5 bestÂr av et oppdriftslegeme 15, mellomstykke 20 og ballastkonstruksjon 25 idet flytelegemet 5 er forbundet til en styrearm 30 som videre er forbundet til en koplingskonstruksjon 35 med dreieskive 36 som er forbundet til ankerliner 37 koplet til sj¯bunnsankre.",2009,B63B  21/507; B63B  35/44; F05B2240/93; B63B2039/067; B63B2035/446; F05B2240/95; F03D  11/04; F03D  13/20; F03D  13/25; B63B  39/06; Y02E  10/727; F03D   1/00; Y02E  10/72
323535008,EP20100178466,Method and system for disengaging a shrink coupling on a wind turbine generator,"A system and associated method for disengaging a shrink coupling 32 that secures a shaft 22 to a drive train component 30, such as a gearbox, includes a reaction plate 36 erected around the shaft at a location displaced from the shrink coupling, with the reaction plate 36 being anchored in place relative to the shaft 22. A plurality of jacking devices 42, such as hydraulic jacks, are operationally disposed between the reaction plate 36 and shrink coupling and spaced circumferentially around the shaft. The jacking devices 42 have a first end engaged against the reaction plate 36 and a second opposite end mechanically fastened to the shrink coupling. To remove the shrink coupling from the drive train component, the shrink coupling 32 is released from its clamped state and the jacking devices 42 are activated to exert a pulling force on the shrink coupling, which causes the shrink coupling to be pulled off of the drive train component 30 and moved axially along the shaft to a resting position on the shaft 22.",2010,F03D  15/10; H02K   7/18; Y10T  29/37; Y10T  29/49318; Y10T  29/49822; Y10T  29/53683; B25B  27/064; H02K   7/183; B23P  11/00; F16D   1/08; Y10T 403/535; B66F   3/24; F16H  57/0025; H02K   7/00; Y10T  29/53539; F03D  15/00; H02K   7/003; H02K  15/0006; H02K  15/00; Y02E  10/722; F16D   1/0858; F16H  57/00; Y10T  29/49721; B23P  19/04; B25B  27/06; F03D  80/50; F05B2240/60
323593822,CN201020022842U,Testing device of transmission chain system of wind generator set,"The utility model relates to a testing device of a transmission chain system of a wind generator set, which is characterized by comprising a power generator, a power distribution cabinet, a PLC controller, a PC computer, a dragging frequency converter and a temperature sensor, wherein the temperature sensor is arranged on a floating bearing seat and a thrust bearing seat for supporting a main shaft of the transmission chain system, the PLC controller and the PC computer establishes communication connection, and the temperature sensor is connected with the PLC controller through a signal wire; binding posts of a rotor of the power generator are in short connection via 2 cables, the output end of the dragging frequency converter is connected with the stator end of the power generator through a cable, the input end of a speed regulation frequency converter is connected with an outgoing wire terminal of the power distribution cabinet through the cable, and the power supply for the speed regulation frequency converter is realized through an independent air break switch. The testing device greatly simplifies the testing process of a factory of the wind generator set, saves the production cost, leads the scale production of a fan to become reality, realizes strong intuition of test result and high data accuracy and conveniently detects the performance of the transmission chain system of the wind generator set.",2010,G01M  13/02
323595452,DE20091017068,"Blade tip damper for use in transport device during transportation of rotor blade, has damping portion producing connection between anchor and gripping portions, where power transmission between portions takes place by tensile stress","The damper (28) has an anchor portion fastened to a transport vehicle. A gripping portion is fastened to a rotor blade (10) in an area of a rotor blade tip (18). A damping portion produces an elastic connection between the anchor portion and the gripping portion, where power transmission between the anchor portion and the gripping portion takes place by tensile stress. Gripping units are arranged at two flat sides of the rotor blade such that contact between the damper and rear- and/or front edges of the rotor blade is avoided. An independent claim is also included for a transport device for transporting a rotor blade of a wind energy plant on a transport vehicle.",2009,F03D  11/00; F03D  13/40; Y02E  10/72; F03D  11/04
323678086,GB20100012421,Tension leg support structures,"A support structure which may be suitable for mooring a vertically extending floating wind turbine (106) having a plurality of tether attachment points, the attachment points being provided on a floating body (108, fig 4) for connecting respective tethers (120); which may connect to a seabed, an outrigger (114, 116 fig 3) extending radially from said body, and an inclined bracing structure (118) running diagonally downwardly and inwardly from the plane of the attachment points and connecting with the floating body.",2010,B63B   5/14; F05B2240/95; F03D  13/25; Y02E  10/727; E02D  27/52; F03D  13/22; F05B2240/93; B63B  35/44; E02D  27/425; B63B2035/446; E02D  27/42; B63B  21/502
323697124,EP20100180856,Wind turbine,The wind power plant has a tower mounted on a foundation and a power module with at least one transformer with which electricity generated by a generator in the wind power plant is transformed to a medium or high voltage. The power module is accommodated by a container with a wall arrangement that is arranged between the tower wall and the power module. An independent claim is also included for the following: (a) a method of erecting an inventive wind power plant.,2004,F03D  11/04; F05B2240/95; H01F  27/02; H01F  27/12; E04H  12/00; F03D   1/00; F03D  13/22; F03D  80/50; F05B2230/60; F05B2240/14; Y02E  10/727; F03D  11/00; F05B2260/64; H01F  27/06; Y02P  70/523; F03D  13/20; F03D  13/25; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; H01F  27/085; F03D  13/10; F03D  80/82
323707470,KR20090010097,HYDRO GENERATOR,"PURPOSE: A water power generator in a simple structure is provided to collect energy regardless of the change of level because an energy collecting unit is positioned on the surface of water. CONSTITUTION: A water power generator comprises an energy gathering unit(11), a generator, a floating unit(13), a support unit(14), and a weight unit(15). The energy gathering unit converts the positioning energy of the water into the mechanical energy for collection. The generator converts the positioning energy of the water collected in the energy gathering unit into the electrical energy. The floating unit accepts the generator and supports both sides of the energy gathering unit connected to the generator. The weight unit positions the centroid below.",2009,F03B   7/00; F05B2220/706; Y02E  10/223; Y02E  10/20; F03B  17/02; F03D   9/008; F03B  17/062; F05B2240/90; Y02E  10/226; F03B   3/121; F03B  15/14
323716154,JP20090299445,WIND POWER GENERATOR DOUBLING AS TIDAL CURRENT POWER GENERATOR,"<P>PROBLEM TO BE SOLVED: To solve the following problem: the absolute amount of energy is insufficient in the whole world; meanwhile, global heating and air pollution increase by petroleum and abnormal weather occurs on each corner of the earth. <P>SOLUTION: This wind power generator doubling as a tidal current power generator obtains electric power energy in a manner that large rotating blades receive energy moved spontaneously from a river, an ocean current or wind power flowing in the natural world on the whole earth and the received energy is converted into rotational movement. Since clean energy is obtained as electric power from a river or tidal current flow or power of a flow moved by high tide and ebb tide, the global heating is prevented, industrial economy is activated, the large amount of least expensive energy is continuously obtained, human dietary life and dwelling environment are improved, and excellent natural environment is provided also to animals and plants. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2009,F03D  11/04; Y02P  80/22; F03D   3/02; F03D   9/008; Y02B  10/50; Y02E  10/28; Y02B  10/70; F03D   3/062; F03D  11/00; Y02B  10/30; F03B  13/26; F05B2240/95; F03D   3/06; Y02E  10/74; F03B  13/264; F03D   9/00
323768573,CN201010103202,"Shallow sea wind power construction system, shallow sea wind power platform and shallow sea wind power construction method","The invention discloses a shallow sea wind power construction system. The shallow sea wind power construction system comprises a construction platform and a pontoon bridge, wherein the construction platform is used for constructing the wind power pile foundation and the pile foundation table top of a shallow sea wind power platform; and the pontoon bridge connects the construction platform and land and is used for conveying materials and devices needed for constructing the construction platform. The invention also discloses the shallow sea wind power platform and a shallow sea wind power construction method. The invention has the advantages of low-difficulty construction, low cost, high efficiency, safety, speediness and the like.",2010,B63B  35/44; B63B   9/00
323768803,CN201010157170,Water-floating rotary wind power water-ploughing machine,"The invention provides a water-floating rotary wind power water-ploughing mahcine which has simple structure and low cost, uses wind force as power and floats on the water level. The water-floating rotary wind power water-ploughing comprises a fixed shaft, a rotary shaft, a sailboard component and a rotary floating body, wherein the rotary shaft is rotatablely arranged on the fixed shaft; the sailboard component comprises a sailboard and is used for receiving wind force; the sailboard component is fixedly installed on the rotary floating body; a paddle which extends below the water level is connected with the rotary floating body; and the rotary floating body is fixedly connected with the rotary shaft.",2010,Y02E  10/74; F03D   3/06; F03D   9/20; Y02W  10/15; C02F   7/00
323770012,CN200910132493,Vertical-axis wind turbine,"The invention relates to a wind turbine, in particular to a vertical-axis wind turbine mainly comprising a vertical axis (8) perpendicular to the ground, a generator (7), wheel hubs (5) and (6) and vanes, wherein a fixed-wing type straight vane (1) is parallel to the vertical axis and equidistantly distributed around the vertical axis; the wheel hubs (5) and (6) are connected with the straight vane (1) by a fixed-wing type supporting vane (2) and an inclined-pulling vane (3) forming a certain included angle with the horizontal direction and generating elevating force to provide rotating torque; and the supporting vane (2) and the inclined-pulling vane (3) rotate round a fixed supporting axis (9) thereof for a determined angle, thus automatically changing the propeller pitch as the wind speed varies. By turning the original supporting arm for generating air resistance into the vane for generating the elevating force to provide the rotating torque, the invention increases the rotating torque and wind-swept area of the wind turbine and increase the generated power thereof; for the supporting vane (2), the inclined-pulling vane (3) and a cantilever vane (4) serve the function of automatically changing the propeller pitch, the invention solves the difficult problem that the high-power elevating-type vertical-axis wind turbine is incapable of automatically starting up at a low wind speed, widens the range of wind speed, to which the vertical-axis wind turbine is applicable, and increases the power output of the vertical-axis wind turbine.",2009,F03D   3/06; B60K  16/00; F03D   9/00; Y02E  10/74; B63B  21/12
323775640,CN200920101091U,Self-lifting offshore wind power set mounting platform,"The utility model discloses a self-lifting offshore wind power set mounting platform which relates to a wind power set mounting platform and mainly consists of a platform body, pile shoes, pile legs, a lifting gear, a gear rack lifting system, a superstructure, a hoist, a seawater hoisting frame, a ballast tank room, a device for mounting blower clamp and a power device; wherein the hoist is arranged at the position of the starboard of a stern near the pile legs; lazy arms face to a bow; four anchor gears are symmetrically arranged on the surrounding of corresponding pile legs; the hoisting distance of the hoist is required to be 20m; therefore, the hoist is arranged near the edge of the platform so as to reduce the requirement on the hoist. The self-lifting offshore wind power set mounting platform has the advantages of being capable of properly reducing the redundant area of the board of the platform and the principal dimension of the platform, reduce the weight of the platform and the cost of the platform, and can guarantee the high effect of working after the mounting work is reasonably arranged.",2009,E02B  17/0818; E02B  17/00; E02B  17/08; E02B  17/021; F03D  11/04
323777885,AR2003P100438,PLANTA DE ENERGIA EOLICA Y PROCEDIMIENTO PARA LA ERECCION DE UNA PLANTA DE ENERGIA EOLICA,"Planta de energÌa eÛlica y un procedimiento para la erecciÛn de una planta de energÌa eÛlica de tal tipo, en particular, en el ·mbito off-shore. En la erecciÛn de plantas de energÌa eÛlica conocida hasta ahora se construye primero la torre de la planta de energÌa eÛlica, para lo cual esta torre puede estar constituida por acero, por hormigÛn o tambiÈn por un m·stil de celosÌa. Luego de erigir la torre, sobre la punta de la misma se coloca una caja de maquinarias, comprendiendo entonces esta caja de maquinarias la gÛndola completa, con el generador, el rotor y otras piezas. Una caja de maquinarias de tal tipo, con las palas de rotor sujetas en la misma y un generador unido a tales palas de rotor se designa en lo sucesivo como unidad de rotor. Se proponen tambiÈn disposiciones tecnolÛgicas por medio de las cuales sea posible la erecciÛn de plantas de energÌa eÛlica off-shore casi con cualquier clima, tambiÈn cuando existe poco o mediano oleaje. Planta de energÌa eÛlica con una torre que aloja un soporte sustentado en forma giratoria, en la que el soporte aloja a su vez a lo menos un rotor, con preferencia, varios rotores que se encuentran en un plano desplazado con respecto a la torre y el soporte debe estar posicionado de manera que el punto medio de los rotores se encuentre debajo de la punta de la torre.",2003,E02B2017/0091; F05B2240/95; F03D  80/50; F03D   1/00; F03D  11/04; F03D  13/20; F03D  13/25; Y02E  10/727; F03D   1/02; Y02P  70/523; F03D  80/70
323778065,AR2003P100512,PARQUE EOLICO Y PROCEDIMIENTO PARA COMANDAR EL FUNICULAR PREVISTO ENTRE A LO MENOS DOS PLANTAS DE ENERGIA EOLICA DE UN PARQUE EOLICO,"Parque eÛlico con a lo menos dos plantas de energÌa eÛlica, en particular, un parque eÛlico off-shore. A los fines de dar a conocer un parque eÛlico en el que puede ser llevado a cabo el transporte entre plantas de energÌa eÛlica individuales con menos dependencia del clima y en forma m·s segura, entre a lo menos dos de las plantas de energÌa eÛlica 12 de un parque eÛlico est· prevista una uniÛn de cable 10, y en esta uniÛn de cable 10 est· dispuesto un contenedor 14.",2003,F03D  13/20; F03D  13/25; H02K   7/18; Y02E  10/722; Y02E  10/727; Y02E  70/10; F03D   1/00; F03D   9/00; F03D   9/257; F03D  11/04; F03D   9/11; F03D  80/00; F03D  80/55; F03D   1/02; F05B2240/96; F03D  11/00; F05B2240/95; F03D  80/50
323781901,AR2004P100307,PLANTA DE ENERGIA EOLICA Y PROCEDIMIENTO PARA SU ERECCION,"El objetivo de la presente es desarrollar un procedimiento por medio del cual se pueda llevar a cabo de manera m·s conveniente la erecciÛn de la planta de energÌa eÛlica, sobre todo, tambiÈn m·s r·pido. Un objetivo de la presente es, adem·s, en particular, poner a disposiciÛn una soluciÛn adecuada para plantas de energÌa eÛlica costa afuera (offshore). Planta de energÌa constituida por una torre basada sobre un cimiento y un mÛdulo de potencia, en la que el mÛdulo de potencia presenta a lo menos un transformador por medio del cual es transformada a una media y/o alta tensiÛn la energÌa elÈctrica puesta a disposiciÛn por el generador de la planta de energÌa eÛlica, el mÛdulo de potencia contiene adem·s otras unidades por medio de las cuales es monitoreada y/o conducida la energÌa elÈctrica puesta a disposiciÛn por el generador de la planta de energÌa eÛlica, el mÛdulo de potencia presenta un soporte colocado sobre el cimiento de la planta de energÌa eÛlica, el soporte aloja los equipos elÈctricos del mÛdulo de potencia tales como, por ejemplo, el transformador, y el ancho y/o el largo del mÛdulo de potencia son menores que el di·metro de la torre de la planta de energÌa eÛlica en el sector del cimiento, caracterizada porque el mÛdulo de potencia est· alojado en un recipiente con una pared, donde esta pared se encuentra entre la pared de la torre y el mÛdulo de potencia.",2004,F03D  11/04; F03D  13/10; F05B2250/231; F05B2260/64; H01F  27/025; H01F  27/085; F03D  13/20; F03D  13/25; F03D  80/50; Y02E  10/727; F03D  11/00; F05B2230/60; F05B2240/14; Y02P  70/523; F03D   1/00; F03D  13/22; F03D  80/82; F03D  80/00; F05B2240/95; F05B2260/20
323840002,EP20100756396,"FLOATING, ANCHORED INSTALLATION FOR ENERGY PRODUCTION",NULL,2010,B63B2001/128; B63B2035/446; F03B  13/187; Y02E  10/38; B63B  39/005; F03D   9/008; B63B   1/107; F03D  13/25; F05B2240/93; Y02E  10/72; F03D   1/02; F03D  11/04; Y02E  10/727; F03D   9/00; F03D  13/20
323843522,US20090383569,Wind and hydropower vessel plant,"The disclosed embodiments relate to wind and hydropower vessel plant. The vessel plant is configured for generating renewable electrical energy. The wind and hydropower vessel plant comprises apparatus which relates to exposable turbine and/or submersible turbine configuration. Both exposable and submersible turbines are incorporated in a system by reference, comprising a platform for producing renewable electrical energy that is storable and/or transportable. The disclosed embodiments further include a plant for the production of hydrogen, methane, oxygen, desalinated water, salt and supplemental energy.",2009,F03B  13/26; F03D   9/10; Y02A  20/144; Y02B  10/70; Y02E  10/28; F03D   9/00; F03D   9/007; Y02B  10/30; Y02E  10/725; F05B2220/62; Y02A  20/141; F03B  13/262; F05B2220/61; Y02E  70/10; F05B2240/93; Y02P  70/527; F03D   9/32; F03B  13/10; F03D   9/25; F05B2240/95
323846347,US20090415307,Internally supported airfoil and method for internally supporting a hollow airfoil during manufacturing,"A hollow airfoil and a method for manufacturing a hollow airfoil is provided. The method includes the steps of: providing a first airfoil portion, which first portion has a wall with an interior surface and an exterior surface, and one or more ribs extending out from the interior surface; providing a second airfoil portion having a wall with an interior surface and an exterior surface; wherein the first airfoil portion and the second airfoil portion have mating geometries in which the one or more ribs extend between the interior surfaces of the walls of the first and second airfoil portion to form at least one internal cavity defined by the interior surface of the first portion wall, one or more of the ribs, and the interior surface of the second portion wall, and wherein the airfoil includes at least one exterior port disposed in one of the first airfoil portion or the second airfoil portion, or is formed between the first and second airfoil portions, which at least one exterior port is in fluid communication with the at least one cavity; disposing a support material within the at least one internal cavity allowing the support material to be in contact with the one or more ribs, which support material is operative to structurally support the one or more ribs; attaching the first and second airfoil portions together; and removing the support material from the at least one internal cavity through the at least one exterior port.",2009,B23P  15/04; B63H   7/02; F03D  11/02; F05D2220/36; Y10T  29/49339; B64C  11/16; F01D   5/14; F03B   7/00; F05D2230/10; F01D   5/18; B23K  20/1265; B23K  20/129; B23K2101/001; B63H   1/26; F01D   5/147; F04D  29/38
323912195,EP20100183789,Method for operating a wind park,The method involves setting the electrical power of the wind park or one or more wind power systems in a range of 0 to 100 per cent of the available power by means of a data processing device connected to at least one wind power system control input. The demanded power is set depending on the total available power of the wind park. The controller of the supply system can set the power output by the wind park. An independent claim is also included for the following: a wind park and a wind power system.,2002,F03D   7/048; F03D   9/257; F03D   7/00; F03D   7/0284; F05B2270/1033; F03D   7/02; F03D   7/0272; H02P   9/00; F05B2270/335; H02J   3/386; Y10T 307/724; B63H   1/06; F03D   9/00; F05B2270/304; H02J   3/38; Y02E  10/723; Y02E  10/725; F03D   9/255; F05B2270/337; Y02B  10/30; Y02E  10/763; F03D   7/04
323985230,CN201010180003,Swing arm type crane barge for mounting wind power equipment,"The invention discloses a swing arm type crane barge for mounting wind power equipment, which is characterized by comprising a barge body, wherein the center of the barge body is provided with a portal arm support; the portal arm support is composed of a left and a right truss upright posts, a truss cross beam and a pulley cross beam; the lower ends of the left and the right truss upright posts are hinged with a hinged support on the barge body; the upper parts of the left and the right truss upright posts are respectively connected with a front and a back decks of the barge body through a front and a back radius-changing mechanisms; the lower parts of the left and the right truss upright posts are provided with two sets of hoisting mechanisms, including winding machines; the hoisting mechanisms are provided with wire ropes; the wire ropes bypass two sets of fixed pulley blocks in the pulley cross beam to drive two sets of hook pulley blocks to vertically move; and both sides of the barge body are respectively provided with an impeller-type thruster and a skid mounted thruster. The invention has the characteristics of light weight and light draught, can be aground, and is suitablefor operation and construction in intertidal zones.",2010,B63B  35/28; B66C  23/18
323996239,CN200920351647U,NULL,NULL,2009,B63B  35/00; E04H  12/34; F03D  11/04
324055749,US20100815931,Water turbine system and method of operation,"A system for providing electrical power from a current turbine is provided. The system includes a floatation device and a mooring. A water turbine structure is provided having an upper and lower portion wherein the lower portion includes a water fillable chamber. A plurality of cables are used to couple the system where a first cable couples the water turbine to the mooring and a second cable couples the floatation device to the first cable. The system is arranged to allow the turbine structure to be deployed and retrieved for service, repair, maintenance and redeployment.",2010,F03B  17/061; F03D   9/00; H02P   9/04; Y02E  10/725; F03B  13/10; F05B2240/914; F05B2240/917; F05B2240/93; F05B2230/80; Y02P  70/527; F05B2240/97; H02P   9/00; Y02E  10/28
325073101,EP20100760295,FOUNDATION STRUCTURE FOR WIND TURBINE,NULL,2010,F03D  13/22; E02D  27/52; Y02E  10/727; E02D  27/50; F05B2240/95; E02D  27/425; E02D  27/42; F03D   1/00; F05B2250/311
325208546,US20100800212,Apparatus for control of pivoting wing-type sail,"A steerable wing-type sail system for a wind powered craft. The system includes first and second secondary airfoils and that are spaced outwardly to the sides of the plane of the main sail, and that are positioned rearwardly of the trailing edge of the sail. The secondary airfoils are selectively pivotable so as to steer the main sail in one direction or the other. The main sail is also provided with a pivoting flap at its trailing edge, which pivots simultaneously with and in the same direction as the secondary airfoils. The secondary airfoils are carried on elongate horizontal booms mounted near the mid-span height of the main sail. The secondary airfoils pivot about vertical axes at the distal ends of the booms, and are operated by control cables that are retracted and paid out by linear actuators or similar mechanisms. The craft may be multi-hull vessel, such as a catamaran. The control mechanism for the secondary airfoils may operate the airfoils in response to signals received from one or more onboard sensors. The system is suitable for use on an autonomous unmanned surface vessel (AUSV).",2010,B63H   9/04; B63H   9/061; B63B  35/00
328004985,EP20100012695,Ship and method for transporting and setting up offshore structures,"The ship has a hull (2) with U-shaped cross-section comprised of an open stern (12). A projection (9.1) of a side wall (4.1) extends over a rear edge of a ship base, and lifting support systems (16.1, 16.2) are integrated in the hull and movable in a vertical direction with its lower ends into positions below the ship base. A crane (20) i.e. gantry crane, is movable on upper edges of the side wall. The side wall is recessed at a lower side in a region of the projection so that a lower edge of the projection is arranged above a water line of the hull during travel. An independent claim is also included for a method for transportation and erection of offshore-structures.",2010,E02B  17/021; F05B2240/93; F05B2240/96; B63B  27/12; B63B  35/00; E02B2017/0047; F03D  13/40; E02B2017/0091; F05B2240/931; F05B2240/95; B63B  35/003; E02B  17/027; E02B2017/0039; F03D  13/25; F03D   1/00; F03D  13/22; Y02E  10/727
328016444,CN201010225976,Light direct current supply experiment system of offshore grid-connected wind farm,"The invention relates to a light direct current (DC) supply experiment system of a offshore grid-connected wind farm in the electromechanical technical field. The system comprises two wind farm devices, five transformers, five switch control devices, an industrial personal computer, five high-pass filtering devices, five direct current contactors and five converters, wherein each switch control device contains an alternate current (AC) contactor, a thyristor of which gate can be turn off and an earth resistor; and each converter contains a level fully-controlled bridge unit, an AC capacitor, a converter reactor, a drive unit, a detection unit, a protection unit and a control unit. Various main application fields of light DC power supply can be simulated by switching the contactor of the system, and the system has universality so as to avoid repeated development caused by the change of the actual application occasion. A DSP processor is used as the control core, thus the processing speed is fast; the industrial personal computer is used as the upper computer which can realize data record and analysis and friendly man-machine interface; and the element with small capacity is adopted, which has small volume and lower cost, and is convenient to install and use.",2010,Y02E  10/763; H02J   3/36; Y02E  60/60; H02J   3/38
328024105,CN200920003002U,NULL,NULL,2008,B63B  35/00; F03B  13/14; Y02E  10/38; F03D   9/00; Y02E  10/725
328045681,JP20090060967,SUBSTRUCTURE OF FLOATING TYPE OCEAN WIND TURBINE GENERATOR,"<P>PROBLEM TO BE SOLVED: To suppress the tilting and planar rotation of a floating body and to reduce the whole size, in substructure of a floating type ocean wind turbine generator. <P>SOLUTION: The substructure of a floating type ocean wind turbine generator includes: a floating device 6 in which a bloating body 2 and outer circumferential bloating bodies 3 arranged around the floating body 2 as a center are floated on the ocean while they are connected with each other with rigid members 4, and equipment for wind turbine generation is placed on at least one of the floating bodies 2, 3; and anchors 7 connected to the lower portion of the central floating body. In the substructure 1 of a floating type ocean wind turbine generator, each of the outer circumferential floating bodies 3 has a resilience reinforcement 8 protruded to the outside of a radius from the central floating body 2 as a center. <P>COPYRIGHT: (C)2010,JPO&INPIT ",2009,B63B   1/107; B63B2001/128; B63B  35/44; F03D  11/04; Y02E  10/72; B63B2035/446
328054359,DE20102009632U,"Lˆsbare kraft- und formschl¸ssige Verbindung von zwei zylindrischen Bauteilen, insbesondere Turm-/Monopile-Verbindungen von Offshore-Windenergieanlagen",NULL,2010,F16B   7/04; H01H  85/055; Y02E  10/727; H01H  85/08; H01M   2/348; F03D  13/25; H01M2200/103; H01H  85/11; F16B   7/025; H01M   2/204; F05B2240/95; F16B   7/0413
328059752,US20070665856,Sealing device for a tubing arrangement,"A sealing device for a tubing arrangement, preferably for use in an offshore facility, such as an offshore wind turbine or an oil rig. The tubing arrangement has a cable or an inner tube arranged in an interior part thereof. The sealing device comprises a substantially rigid housing and a flexible plug part arranged in an interior part of the housing. The housing is mountable on or forms part of the tubing arrangement in such a manner that the interior part of the housing communicates with the interior part of the tubing arrangement. The flexible plug part comprises an inlet opening connectable to a grout source. When grout material is supplied to the flexible plug part, the flexible plug part expands, thereby providing sealing between the housing and a cable or inner tube arranged in the interior of the tubing arrangement. The sealing device can be mounted on the tubing arrangement before the tubing arrangement is mounted on an offshore facility, and the grout material can be supplied at a later time. Use of divers is thereby minimized. The sealing device can easily be removed and replaced.",2007,E21B  33/134; E02B  17/00; E21B  33/00; F16L  17/00; E02B  17/0013; E21B  33/13; Y02E  10/72; Y10T  29/4998; F03D  80/00; F05B2240/95; F16L  17/10; F05B2240/57
328059808,US20090481817,Wind turbine,The wind turbine 20 has sail wings 92 that catch the wind and rotate the turbine wheel 22. The sail wings may be twisted about their longitudinal axis 94 to form pitch and twist in the said wings. A generator is movably positioned in an arc of movement of the turbine wheel and adjusts to the lateral movement of the turbine wheel. Air and liquid cooling is provided to the coils of the rotor and stator of the generator.,2009,F03D   9/00; F05B2240/40; F03D   7/0204; Y02E  10/727; F03D   9/25; F03D  11/00; F03D   1/0608; Y02E  10/721; F03D  13/25; F05B2240/33; F03D   1/02; F03D   7/0224; F03D   9/32; F05B2240/95; Y02E  10/723; Y02E  10/725; F03B   9/00; F05B2240/2211; F05B2240/932
328059809,US20090492187,Wind turbine with paired generators,"A wind turbine 20 has a turbine wheel 22 with a perimeter rim 24 and/or an intermediate rim 117 that are concentric with the axis of rotation of the turbine wheel. Electrical generators 46 and 48 are placed in engagement with the rims, with the generators formed in pairs that engage opposite surfaces of the rims. The electrical generators are mounted so that they may move laterally in response to the axial ìwobbleî likely to occur in the rims of the turbine wheel.",2009,F03D  13/10; F05B2240/33; F03D   7/0204; F03D  13/20; Y02P  80/158; F03D   1/0608; F03D   9/25; F05B2240/932; F05B2240/95; F03D   7/0224; F05B2240/2211; Y02E  10/721; F05B2220/706; F05B2240/40; F03D   7/02; F03D  15/10; B63H   1/06; F03D   9/00; F03D  11/04; H02P   9/04; Y02E  10/723; Y02E  10/725; F03D   1/02; Y02E  10/727
328061504,US20090424180,Methods and system for providing power and signals in a turbine,"Power and signals may be transmitted from a root portion of an extendable rotor blade to a moving tip portion using a slide block and a slide channel. The slide block is configured to fit within the slide channel and includes a conductive element that comes into contact with a conductive element of the slide channel. The tip portion may be attached to the slide block such that as the slide block moves along the slide channel, the tip portion is extended or retracted accordingly. The conductive elements may be fixed within each of the slide block and slide channel so that when the tip portion is retracted or extended, the conductive elements do not move.",2009,F03D   1/0675; F03D  80/30; F03D  80/10; B63H   1/06; F01D   5/14; F03D   7/0236; F05B2240/2021; H02G  13/00; H01R  41/00; Y02E  10/721; Y02E  10/723
328366512,NO20090002792,FramgangsmÂte for forankring av flytende vindturbin samt system for anvendelse ved ut¯velse av framgangsmÂten,"Det beskrives en framgangsmÂte for forankring av flytende vindturbin, hvor framgangsmÂten omfatter trinnene: - en koplingsenhet (21) som er forsynt med flere strekk fort¯yninger (22) fastgjort i en sj¯bunn (11), anordnes neddykket i en vannmasse (1) i en foreskrevet f¯rste dybde (D1) under en vannoverflate (12); - en flytende vindturbinenhet (3) som er forsynt med et oppdriftslegeme (31) med dyptgÂende lik en andre dybde (D2), hvor den f¯rste dybden (D1) er st¯rre enn den andre dybden (D2), forskyves inn over koplingsenheten (21); - vindturbinenheten (3) ballasteres og forskyves vertikalt til den andre dybden (D2) er lik den f¯rste dybden (D1) og vindturbinenheten (3) underst¯ttes av koplingsenheten (21). Det beskrives ogs etforankringssystem for anvendelse ved ut¯velse av framgangsmÂten.",2009,F05B2240/97; F05B2240/93; F03D  11/04; F03D  13/25; Y02E  10/727; B63B  21/502; F05B2240/95; E02B  17/04; F03D  13/10
328366556,NO20090002798,Vannstr¯mkraftverk,"Det omtales et vannstr¯mkraftverk (10) for plassering under vann, omfattende flere seil eller vinger (12) som er festet til en roterbar endel¯s kjede (14) oppspent mellom motstÂende, respektive vendeskiver (24), idet den endel¯se kjeden (14) tvinges rundt ved fremdrift av seilene (12) under pÂvirkning fra det omliggende vannet, og minst en generator (60) for  generere elektrisk kraft som er forbundet med den endel¯se kjeden (14). Vendeskivene (24) er opplagret i respektive forankrbare rammer (16,18), og den endel¯se kjeden (14) l¯per fritt mellom rammene (16, 18) og rundt vendeskivene (24), og et driwerk (28) er koblet til minst en av vendeskivene og er forbundet med en universalkobling (50), idet nevnte generator (60) er koblet til universalkoblingen (50).",2009,F03D   5/02; Y02E  10/28; B63B2035/4466; Y02E  10/38; F03B  17/06; F03B  17/064; F03B   9/00; F03B  17/068
328366623,NO20090001933,"Flytende, oppankret installasjon for energiutvinning","Flytende, oppankret installasjon (1) for energiutvinning hvor installasjonen (1) omfatter minst Èn vindm¯lle (4), og hvor installasjonen (1) er forsynt med minst en flott¯rdrevet pumpe (6).",2009,F03D   9/008; Y02E  10/727; B63B2001/128; F03D  11/04; B63B  39/005; F03D  13/20; Y02E  10/72; B63B   1/107; F05B2240/93; Y02E  10/38; B63B2035/446; F03B  13/187; F03D  13/25; F03D   1/02
328387278,CN201010227232,Offshore wind turbine bearing device,"The invention discloses an offshore wind turbine bearing device, comprising a central pile base, a bearing platform, a central pile and a tower drum, wherein the bearing platform is positioned above the central pile base, is coaxial with the central pile and is provided with a self-leveling function; the central pile passes through the central holes of the bearing platform and the central pile base and fixes the bearing platform; and the tower drum is connected with the bearing platform and positioned on the bearing platform. The bearing platform is provided with four end corners, an end corner with a predetermined included angle exits between every two adjacent end corners, and each end corner is respectively connected with an inside anchor device and an outside anchor device. The partsof the offshore wind turbine bearing device including the central pile base, the bearing platform, the central pile and the tower drum can be manufactured on land, then transported to sea for installation and can be fixed by the inside anchor device and the outside anchor device without the construction of pile foundation structure or pile foundation bearing platform structure, thereby solving the problems of high cost and long construction period of the traditional offshore wind turbine bearing device caused by adoption of the pile foundation structure or pile foundation bearing platform structure.",2010,E02D  27/42; E02B  17/00; E02D  27/52
328393538,CN201020104668U,NULL,NULL,2010,F03D  13/25; Y02E  10/727
328425441,EP20100767608,FLOATING WIND TURBINE WITH TURBINE ANCHOR,NULL,2010,F03D   7/02; F03D  13/25; H02K   7/08; H02K   7/18; F05B2240/932; F05B2240/95; H02K   9/00; H02K  41/03; Y02B  10/70; F03D   1/06; Y02E  10/727; F03D   9/00; F03D   9/25; H02K   1/18; H02K   9/197; Y02E  10/725; Y02P  80/158; B63B  21/48; F03D   1/02; F03D  80/70; H02K   1/00; Y02B  10/30; Y02E  10/721
328432175,KR20107013149,A POWER GENERATOR ASSEMBLY A PROPULSION OR PUMP DEVICE AND A POWER GENERATOR INSTALLATION,"??? ???? ?? ???? ??(12)??? ?? ???? ???? ?? ?????? ???(10a). ? ?????? ???(10a)? ???? ???(14) ? ????(30)? ????. ???? ???(14)? ??? ?? ??(12)? ???? ?? ??(16), ?? ??(12)? ????? ???? ?? ?? ?? ??(16)??? ??? ?? ??(18), ? ?? ?? ??(16) ? ?? ??(18)? ??? ???? ????(20)? ????. ???? ???(14)? ?? ????(20)? ???? ??? ????? ???? ???? ??(22) ? ?? ???? ??(22)? ???? ??? ??? ????(24)? ????. ? ????(24)? ?? ?? ???? ???(22)? ? ????(20)? ???? ??? ???? ??? ? ??, ??? ?? ??? ?? ?????? ???(10a)? ???? ??(12)? ?? ???? ??(22)? ??????, ? ?? ?? ???? ???(24)? ? ????(20)? ???? ??? ? ??. ?? ????(30)? ?? ???? ???(22)? ??? ???? ??? ???? ?? ?? ???? ???(22)? ?? ???? ????.",2008,F03B  17/061; F03D  13/20; F03D  80/70; F05B2250/25; Y02E  10/725; F05B2210/16; Y02E  10/727; F03D   9/32; F03D   1/04; F03D   1/0633; F03D   7/0236; F03D   9/25; F05B2240/243; Y02E  10/721; Y02P  80/158; F03B   3/12; F03B  11/02; F03B  17/06; F03B  17/062; F03B   3/10; Y02E  10/28; F03B   3/126; F03B  13/10; F05B2240/93; Y02E  10/38
328465870,EP20100189291,Method for stabilizing a floating vessel against a stationary object,"A floating vessel is stabilized against a stationary object, for example a mast of an offshore wind turbine. The vessel comprises a hull, a motor for the propulsion of the vessel, a buffer body, which protrudes with respect to the hull, as well as at least one engagement arm. The engagement arm is at one end provided with an engagement member for engaging on the stationary object. First, the buffer body of the vessel is pushed against the stationary object by means of the motor. The buffer body is hereby substantially stabilized against the stationary object. Next, the engagement body engages on the stationary object while the buffer body and the stationary object remain mutually stabilized by the pushing. After this, the engagement arm is subjected to tensile load while the stationary object is engaged by the engagement member.",2010,B63B2027/141; B63B  21/00; B63B  27/14; B63B  27/143; B63B  27/30
328473883,EP20100768355,FLOATING VERTICAL AXIS WIND TURBINE MODULE SYSTEM AND METHOD,NULL,2010,F03D   3/02; F03D   3/00; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D  11/04; F05B2240/95; Y10T  29/49718; F05B2240/93
328519707,CN201020107501U,Wind-driven generator suspended in air,"The utility model discloses a wind-driven generator suspended in air. The wind-driven generator comprises a floater, a motor chamber with a tail wing, a wind wheel arranged at the front end of the motor chamber, a slow-speed power generator arranged inside the motor chamber and connected with the wind wheel through a rotating shaft, an upper hollow sleeve perpendicularly fixed on the motor chamber, a lower hollow sleeve perpendicularly fixed below the motor chamber, an upper connecting rod arranged on the floater in a way that the lower end thereof is sleeved inside the upper hollow sleeve, a ball bearing I arranged at the junction of the lower end of the upper connecting rod and the upper hollow sleeve, a lower connecting rod arranged in a way that the upper end thereof is sleeved inside the lower hollow sleeve, as well as a ball bearing II arranged at the junction of the lower end of the lower connecting rod and the lower hollow sleeve. The utility model has the advantages that the wind-driven generator is fixed on a floating buoy on the sea surface or fixed on the ground to avoid the construction of the huge underwater building, thereby saving investment and improving the economical efficiency of the offshore wind power generation project.",2010,F03D   1/00; F03D   9/00; Y02B  10/30; Y02E  10/72
328519831,CN200920283222U,Hydraulic system oil filter device of wind generator set,"The utility model discloses a hydraulic system oil filter device of a wind generator set, which comprises an oil filter tank, an oil inlet float bowl, a filter net, a magnetic bar set, a temperature controller, an electric heater, an oil prober and an oil pump. An oil compensation valve is arranged on the top of the oil filter tank; an oil inlet pipe is arranged on the front side face of the oil filter tank; the filter net and the magnetic bar set are arranged inside the oil filter tank; a discharge valve II is arranged at the bottom of the oil filter tank between the filter net and the magnetic bar set; the temperature controller, the oil prober and the electric heater are respectively arranged in front of the magnetic bar set and positioned inside a space in the oil filter tank; an oil inlet pipe is arranged on the rear side face of the oil filter tank; an inlet of the pipe is connected with the oil pump; an outlet of the pipe is connected with one end of a telescopic pipe; the other end of the telescopic pipe is connected with the oil inlet float bowl; and a discharge valve II is arranged on the bottom face beside the rear side face of the oil filter tank. The hydraulic system oil filter device not only can increase use ratio of hydraulic system hydraulic oil of a wind generator set, but also can prolong oil replacing period.",2009,F15B  21/04; F03D   7/00; Y02E  10/723
328520528,CN201020136502U,Ventilation and filtration device for offshore fan tower barrel,"The utility model relates to a ventilation and filtration device for an offshore fan tower barrel. The ventilation and filtration device is characterized by comprising a fixed frame, a filter and an axial flow fan, wherein the fixed frame has a shell structure with a through cavity; one end of a shell is formed at an open pore of a tower barrel door body, while the other end extends out of the tower barrel door body, and the tail end of the shell is provided with the filter; and the inner side of the tower barrel door body, opposite to the open pore of the door body, is provided with the axial flow fan. The ventilation and filtration device can use various filters; the form of the fixed frame can be flexibly changed; and the axial flow fan has diverse types such as an oblique flow fan, a high-pressure axial flow fan, a mixed flow fan and the like. The ventilation and filtration device can be flexibly arranged according to the specific form of the fan tower barrel; the combined use of the axial flow fan and the salt-alkaline filter can ensure ventilation and cooling in the tower barrel and filter salt-alkaline components; and the filter can be detached and cleaned conveniently so as to meet the working requirement of an offshore fan unit.",2010,F03D   9/00; F03D  11/04; Y02E  10/72; F24F  13/28
328535080,US20090566952,Method and system for disengaging a shrink coupling on a turbine generator,"A system and associated method for disengaging a shrink coupling that secures a shaft to a drive train component, such as a gearbox, includes a reaction plate erected around the shaft at a location displaced from the shrink coupling, with the reaction plate being anchored in place relative to the shaft. A plurality of jacking devices, such as hydraulic jacks, are operationally disposed between the reaction plate and shrink coupling and spaced circumferentially around the shaft. The jacking devices have a first end engaged against the reaction plate and a second opposite end mechanically fastened to the shrink coupling. To remove the shrink coupling from the drive train component, the shrink coupling is released from its clamped state and the jacking devices are activated to exert a pulling force on the shrink coupling, which causes the shrink coupling to be pulled off of the drive train component and moved axially along the shaft to a resting position on the shaft.",2009,B25B  27/064; F03D  15/10; Y10T  29/37; Y10T  29/49822; F03D  80/50; F05B2240/60; H02K   7/003; Y02E  10/722; B23P  19/04; F03D  15/00; F16D   1/00; H02K   7/183; H02K  15/0006; Y10T  29/49318; B23P  11/00; F16D   1/0858; B23P   6/00; F16H  57/0025; Y10T  29/53539; B21D  53/78; B63H   1/06; Y10T  29/49721; Y10T  29/53683; B23P  23/00; Y10T 403/535
328536522,US20100834761,Method of reducing power provided by a wind power installation based on network conditions,"A wind park system is disclosed. Briefly described, one embodiment comprises at least one wind power installation having a generator for the delivery of electrical power to an electrical network, characterized in that the power delivered to the network by the wind park is regulated or adjusted in dependence on the network frequency of the electrical network.",2010,F03D   7/02; F03D   7/0272; F03D   7/048; F03D   9/00; H02J   3/38; F03D   9/255; F05B2270/337; Y02B  10/30; Y10T 307/724; F03D   7/04; F05B2270/304; F03D   9/257; Y02E  10/725; F05B2270/1033; F05B2270/335; H02J   3/386; Y02E  10/763; F03D   7/0284; H02P   9/00; H02P   9/04; Y02E  10/723; B63H   1/06; F03D   7/00; G05D  17/02
328538148,US20070938318,"Power generation assemblies, and apparatus for use therewith","A floating power generation assembly comprises at least three floating units (900) floating on a body of water, and at least three anchors (916) secured to a solid surface beneath the body of water, each of the floating units (900) being provided with a power generator, the floating units (900) being arranged substantially at the vertices of at least one equilateral triangle. Ship-borne apparatus for deploying the floating units of such a power generation assembly and a novel multiple wind turbine assembly are also described.",2007,B63B  21/502; F03D  13/40; F05B2250/132; F01D   1/24; F01D  13/00; F03D  13/25; B63B2035/4466; F05B2240/93; F05B2240/96; Y02E  10/727; F05B2210/18; Y10T  29/49826; B23P  11/00; B63B2021/505; F05B2240/95; Y10T  29/49947; F03D   9/255; F05B2240/13; F03D   1/02
328538150,US20090387535,Radial compressor of asymmetric cyclic sector with coupled blades tuned at anti-nodes,A gas turbine engine includes a radial compressor having first and second blades. The first blade has a tuned leading edge that prevents either blade from exciting at a natural frequency at speeds within an expected operating speed range.,2009,B64C  11/04; F05D2240/303; Y10T  29/49321; F04D  29/66; F04D  29/666; F03D  11/00; F04D  29/284; B63H   7/02; B23P  15/04; F04D  29/30; Y10S 416/50; B63H   1/26
328538151,US20090387536,Radial compressor with blades decoupled and tuned at anti-nodes,A gas turbine engine includes a radial compressor with first and second blades. The first and second blades have tuned leading edges that prevent natural frequencies from exciting at speeds within an expected operating speed range.,2009,F04D  29/666; F05D2240/303; F03B   3/12; F03D  11/00; F04D  29/284; B63H   1/16; F04D  29/66; B23P  15/04; F04D  29/30; Y10S 416/50; Y10T  29/49321; B64C  27/20
328540206,US20100770443,High resolution wind measurements for offshore wind energy development,"A method, apparatus, system, article of manufacture, and computer readable storage medium provide the ability to measure wind. Data at a first resolution (i.e., low resolution data) is collected by a satellite scatterometer. Thin slices of the data are determined. A collocation of the data slices are determined at each grid cell center to obtain ensembles of collocated data slices. Each ensemble of collocated data slices is decomposed into a mean part and a fluctuating part. The data is reconstructed at a second resolution from the mean part and a residue of the fluctuating part. A wind measurement is determined from the data at the second resolution using a wind model function. A description of the wind measurement is output.",2010,G01S  13/9029; F05B2240/95; G01W   1/00; G06F   7/60; G01S  13/00; G01W   1/02; Y02A  90/18; G01S  13/955; G01C   5/00
328591579,EP20100189995,Cooling arrangement for a wind turbine,"The invention relates to a cooling-arrangement for a wind turbine. According to the invention the arrangement for cooling contains a device and a heat exchanger (HE). The device is coupled with the heat exchanger in a way, that heat, which is generated asides the device, is transferred from the device to the heat exchanger. The heat exchanger is at least partly arranged into an ambient airflow. The heat exchanger is constructed in a way that the heat is transferred from the heat exchanger into the ambient airflow. The heat exchanger contains a suction side and a pressure side, which are arranged and constructed in a way that the ambient air, which passes by close to the sides, is accelerated for an improved heat transfer.",2010,F03D  80/60; F05B2240/95; Y02E  10/72; F28F  13/00; F05B2240/12; F28F  13/003; F05B2240/14; F05B2280/5004; F03D  11/00; F05B2280/6012
328623012,PL20070381468,Sail wind-heat over-roof engine,NULL,2007,E04D  13/18; Y02B  10/20; Y02B  10/30; Y02E  10/70; E04H   1/00; Y02E  10/74; F03D   3/00; F03D   5/02; B63H   9/04
328623013,PL20070381469,Sail wind-heat over-roof engine,NULL,2007,E04D  13/18; E04H   1/00; Y02E  10/74; F03D   5/02; Y02B  10/20; Y02B  10/30; Y02E  10/70; F03D   3/00; B63H   9/04
328623014,PL20070381470,Sail over-roof engine,NULL,2007,E04D  13/18; F03D   3/00; B63H   9/04; F03D   5/02; Y02E  10/74; E04H   1/00; Y02B  10/30; Y02E  10/70
328623015,PL20070381471,Sail over-roof engine,NULL,2007,F03D   3/00; E04H   1/00; Y02E  10/74; E04D  13/18; Y02B  10/30; B63H   9/04; Y02E  10/70; F03D   5/02
328689491,JP20090075574,SAIL ASSIST DEVICE,"<P>PROBLEM TO BE SOLVED: To provide a sail assist device for displaying assist information for precisely piloting a sailing ship without being influenced by the capacity of a crew. <P>SOLUTION: A target mark 110 for indicating a target position is displayed in the upper end vicinity of a display image screen on the display image screen of the sail assist device. One's own ship mark 111 of indicating one's own ship position is displayed in the center in the width direction in the lower end vicinity of the display image screen. A layline 200 at present time set based on the wind axis 120 and a maximum rise angle ?up is displayed by a straight line on the one's own mark 111 side with the target mark 110 as a starting point. Past laylines 201A and 201B are also displayed by a straight line with the layline 200 at the present time as a reference. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,B63B  49/00; B63H   9/04; G01C  21/203
328690740,JP20090079770,BOTTOM FOUNDATION STRUCTURE FOR OCEAN STRUCTURE AND METHOD OF CONSTRUCTING THE SAME,"<P>PROBLEM TO BE SOLVED: To provide a bottom foundation structure for an ocean structure obtained by minimizing the setting depth of a pile in a bearing ground and using the same method as used for a conventional foundation structure using a pile and a method of constructing the bottom foundation structure. <P>SOLUTION: When this bottom structure for an ocean structure is constructed by installing the bottom end of a pile 12 on a bottom ground under a front layer ground 1 at the bottom in the state of being set into a bearing ground 2 which is harder than the surface layer ground and present in the bottom ground, and supporting the ocean structure on the bottom end of the pile, the surface layer ground at the pile-installed position is formed in an improved ground 13 improved so as to have the same strength (evaluated by N-value and uniaxial compression strength) as the bearing ground within a specified area around the pile, the pile 12 is inserted into a pile insertion hole 14 at the center thereof, and the pile is fixed to the bearing ground 1 in the state of being set to the length equal to or shorter than the outer diameter of the pile 12. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,F03D  11/04; E02D  27/42; E02D  27/34; E02D  27/32; E02D   3/12; Y02E  10/72
328711982,CN200880117914,Seaborne transportation of wind turbine blades,"The present invention relates to a method for transporting a blade for a wind turbine, comprising the steps of lowering said wind turbine blade into water, whereby it floats, and transporting said blade in the water. The invention further relates to a wind turbine blade with its holes sealed, making the blade transportable by floating, and a blade comprising a keel, propeller and a rudder.",2008,F03D  11/04; F03D  13/40; F16C2360/31; B63B  35/003; B63B  75/00; F03D   1/06; F05B2240/95; Y02E  10/727; B63B  21/56; F03D  13/25; B63B   9/06; Y02E  10/721; B63B  35/00
328716287,CN201020112451U,Salt mist resistant system of offshore wind turbine generation unit,"The utility model relates to a salt mist resistant system of an offshore wind turbine generation unit, which is characterized by comprising an axial fan, a support, a salt mist filtering layer, a dehumidification filtering layer, an upper carrier, a lower carrier and two contact seal rings. The bottom end of an air drum of the axial fan is fixedly connected onto the side wall of a generator cabin, the bottom end of the support is tightly fixed at the top end of the air drum of the axial fan, both of the upper carrier and the lower carrier are fixedly connected to the top end of the support, and the salt mist filtering layer and the dehumidification filtering layer are respectively covered on the top of the support under support of the upper carrier and the lower carrier. The two contact seal rings are respectively mounted at a connection of the generator cabin and a hub and a connection of the generator cabin and a tower tube. The salt mist resistant system can be widely applied to salt mist resistant operations of offshore wind turbine generation units.",2010,Y02E  10/72; F03D   1/00; F03D   9/00; F03D  11/04
328721863,US20090435662,Turbine airfoil with a compliant outer wall,"A turbine airfoil usable in a turbine engine with a cooling system and a compliant dual wall configuration configured to enable thermal expansion between inner and outer layers while eliminating stress formation in the outer layer is disclosed. The compliant dual wall configuration may be formed a dual wall formed from inner and outer layers separated by a support structure. The outer layer may be a compliant layer configured such that the outer layer may thermally expand and thereby reduce the stress within the outer layer. The outer layer may be formed from a nonplanar surface configured to thermally expand. In another embodiment, the outer layer may be planar and include a plurality of slots enabling unrestricted thermal expansion in a direction aligned with the outer layer.",2009,F04D  29/58; F05D2260/2214; B63H   1/14; B64C  11/00; F01D   5/18; B63H   7/02; F03D  11/02; F01D   5/08; F05D2230/642; F01D   5/187
328737441,EP20100771852,FLOATING WIND TURBINE,NULL,2010,F05B2240/95; F03D   3/005; F03D  11/04; F05B2240/61; F05B2260/85; F03D   3/00; F05B2240/93; F05B2220/7068; F03D  13/25; F05B2240/301; F05B2260/90; Y02E  10/727; F05B2220/7066; F05B2240/212; Y02E  10/74
328778381,AU20090238456,Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines,"A floating wind turbine platform includes a floatation frame (105) that includes three columns (102, 103) that are coupled to each other with horizontal main beams (115). A wind turbine tower (111) is mounted above a tower support column (102) to simplify the system construction and improve the structural strength. The turbine blades (101) are coupled to a nacelle (125) that rotates on top of the tower (111). The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower (11 1) or in the top of the tower-supporting column (102). The floatation frame (105) includes a water ballasting system that pumps water between the columns (102, 103) to keep the tower ( 1 1 1 ) in a 10 vertical alignment regardless of the wind speed. Water-entrapment plates (107) are mounted to the bottoms of the columns (102, 103) to minimize the rotational movement of the floatation frame (105) due to waves.",2009,E02B  17/04; F03D   7/0204; F03D  13/25; F03D  80/00; F05B2240/93; Y02E  10/22; Y02E  10/727; B63B  35/44; B63B  39/03; B63B  39/06; B63B2039/067; E02B2017/0091; F03D   9/25; F03D   9/257; F03D  17/00; F05B2240/95; B63B   1/107; Y02E  10/725; B63B  35/00; B63B2035/446; F03D  13/10; E04H2012/006; E02B   9/00
328779430,GB20100015621,Microwave transmission from a lighter than air wind energy conversion device,"The invention is a device 1 mounted in or on an untethered, self-rotating, lighter-than-air wind energy conversion device to pass electrical currents by microwaves 3 to a receiving apparatus 4, eg on the ground, at sea, in the air or in space. The wind conversion apparatus includes a device 5a for converting generated electricity into microwaves. The microwave sending device 1 may be movable to point in the direction of the receiving apparatus 4. The sending and receiving devices may communicate eg by radio waves 14. The direction and strength of microwave transmission may depend on measured position and atmospheric conditions. The wind conversion apparatus has fins 11 or similar to cause rotation and energy absorption.",2010,F03D   3/00; H02J   7/025; F03D   3/005; F03D   9/00; F03D   9/255; F03D   9/30; H02J  17/00; F05B2240/922; F03D   9/25; F03D  11/00; Y02E  10/725; F03D  80/00; F05B2260/40; H02J  50/20
328865468,US20100844919,Fastening arrangement of a pipe on a circumferential surface,"A fastening arrangement of a pipe is provided. The fastening arrangement is coaxial to a longitudinal axis, on a shaft step, which is rotatably mounted around the longitudinal axis, for connecting of the two component parts, with a coaxial circumferential surface located on the shaft step, upon which circumferential surface at least partially lies the inner side of the pipe end which faces the shaft step. In order to disclose the creation of a fastening arrangement which is especially simple and inexpensive to manufacture and also free of wear during operation, it is proposed that the pipe end has notches distributed over the circumference, and an encompassing annular slot on the inner side of the pipe in the region of the notches, with a sleeve which is installed in the annular slot, covers the notches, and at least partially lies on the circumferential surface of the shaft step.",2010,B64C  27/32; F01D  25/00; F05D2250/182; F05D2240/55; B63H   7/00; F05D2230/642; F03B   1/02; B63H   1/28; B63H   5/00; B64C  11/14; F02C   7/20; B63H  15/00; F03D  11/00; F05D2260/30; F16L  41/001; B63H  13/00; F03B  11/00; F04D  29/00; F01D   5/00; F01D   5/081
328871599,DE20091022540,"Method for re-hardening of dual-T-profile, which is utilized for anchoring tower of wind energy system, involves awaiting hardening time of filling agent, and releasing anchor element by retaining forces after lapse of hardening time","The method involves lifting out of an anchor element (1) from a lower tolerance end position using a press (5) i.e. hydraulic press, and holding the anchor element in the position. A hollow space (3) is filled with a filling agent, which comprises a synthetic resin via an injection method. A hardening time of the filling agent is awaited, and the anchor element is released by retaining forces after lapse of the hardening time of the filling agent. The anchor element is pressed against contact surfaces that define the tolerance end position.",2009,E04G  23/02; E04H  12/22; E02D  35/00; E04G  23/0229; E04G  23/0218; E04G  23/06
328885272,CN200920003001U,Sea-surface wave-wind-light unmanned operation fixed straight water-channel comprehensive power generation fleet,"The utility model relates to a sea-surface wave-wind-light unmanned operation fixed straight water-channel comprehensive power generation fleet, which is a network trapezoid fleet formed by connecting 30 small-sized sea-surface wave-wind-light unmanned operation fixed straight water-channel comprehensive power generation ships front and back as well as left and right by stout ropes and then fixing the ships on seabed concrete columns by stout ropes. Each sea-surface wave-wind-light unmanned operation fixed straight water-channel comprehensive power generation ship is provided with a wave shock power generating unit, a wind power generating unit, a photoelectric cell unit and a storage cell; the ships can take full use of the inexhaustible wave energy, wind energy and optical energy on the sea surface, and the wave energy, the wind energy and the optical energy can be transformed into electric energy that can be stored in the storage cell or conveyed to a land power grid. A huge thick fish net that is arranged under the periphery of the fleet can catch fish and culture fish. The lower parts of the ropes between the ships can be used for planting kelps or cultivating pearl oysters and other sea-born animals and plants, so as to take full use of the ocean resources. The workers can take a flat-bottomed boat for check, maintenance, predation and harvest among the ships at the fixed period.",2008,Y02E  10/727; F03D   9/32; F03B  13/14; F03D   9/11; Y02E  10/38; B63B  35/00
328887337,CN201020130634U,Wind-tunnel type wind energy supply system,"A wind-tunnel type wind energy supply system is characterized in that the structure thereof is a simplified open-type wind tunnel, a stream-line reducing pipe with a trumpet-shaped wind inlet is disposed in the front of the wind tunnel, a spraying opening of the stream-line reducing pipe is connected with an engine room, an expanding air discharging pipe is arranged at the rear of the engine room, the stream-line reducing pipe is connected with the engine room in a sealing manner, the engine room is connected with the expanding air discharging pipe in a sealing manner, a wind energy converter is mounted in the engine room, a transmission device, a rotary shaft and a lead of the wind energy converter penetrate out of the engine room, and sealing materials are utilized for sealing.",2010,F03G   7/04; Y02T  10/90; B60K  16/00; B63H  13/00; Y02T  70/58; F03D   9/00; Y02E  10/72
328891383,DK20030769626T,Montering af offshore-strukturer,NULL,2003,B63B  27/08; E02B  17/027; E02D  27/42; E02D  27/425; E04H  12/2269; F03D  13/22; F05B2230/6102; Y02E  10/727; E02B  17/00; E02B2017/0039; E02D  27/52; E04H  12/22; E02B2017/0091; F05B2240/95; B63B  35/003; E02B  17/02; E02B2017/0047; F03D   1/00; E02B2017/0043; E02D  27/50; F03D  13/10; Y02P  70/523; F05B2240/97
328954143,MX20100008498,ELECTRICITY GENERATOR.,"A wind turbine and generator arrangement (100, 100', 100' ',100''') comprises a turbine (1) that drives a self-excited induction generator (50) via a shaft (2) and mechanical gearbox (3). The induction generator (50) includes an electrical circuit (150) that includes a variable capacitance and a variable resistance. The variable capacitance may be constituted by a fixed capacitor (15A) and a triac (7B) under the control of a controller (9), or by a bank of capacitors (15) switched by a relay (7) under control of the controller (9). The variable resistance includes a triac controlled resistor or a bank of relay- switched resistors which constitute heating elements for heating domestic hot water. In use the generator frequency and voltage are allowed to 'float' whilst the optimal generator power output is maintained, but adjusting the impedance of the electrical circuit (150) as the wind speed varies.",2009,Y02E  10/723; F03D   9/25; F03D  15/10; F03D   7/0272; F03D   9/22; Y02B  10/30; Y02E  10/725; H02P   9/30; F03D   9/00; H02P   9/46; H02P2101/15
328954884,DK20050821195T,Offshore-vindm¯lle med isbekÊmpelsesindretning,NULL,2005,F03D  11/00; Y02E  10/727; F03D   1/00; Y02E  10/721; E02B2017/0091; F03D   9/28; F03D  80/40; F05B2240/123; F05B2240/95; F03D  13/25; Y02P  80/158; F03D   9/00; F03D  80/50; F05B2260/601; Y02E  10/725
328959950,JP20090085742,"FIXING BOTTOM SITTING MEMBER, TENSION MOORING FLOATING BODY SYSTEM AND INSTALLATION METHOD THEREFOR","<P>PROBLEM TO BE SOLVED: To provide fixing bottom sitting member capable of reducing a structure strength and a weight, reducing costs, adjusting an underwater weight which is the difference between the weight and a buoyancy, easily controlling a posture, eliminating the need of a floating crane used in moving and bottom sitting operations in a prior art, facilitating the moving and bottom sitting operations, and improving high reliability in a fixing bottom sitting member mooring a floating body. <P>SOLUTION: A fixing bottom sitting member 14 is provided with a plurality of gas chambers 14a provided with an opening 14a communicated to underwater on its bottom or side face, and the gas chambers 14b are provided with a gas receiving/supplying device 14d. The posture and the underwater weight of the fixing bottom sitting member 14 in floating or underwater are adjusted through adjusting gas amounts inside the respective gas chambers 14b. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,Y02E  10/727; F05B2240/93; B63B  21/50; B63B  22/22; B63B  21/502; B63B2231/60; F05B2240/95; B63B  21/29; B63B  35/00; F03D  13/25
328990304,CN201020156711U,Foundation structure of jacket-type offshore wind turbine,"The utility model relates to a foundation structure of a jacket-type offshore wind turbine. The utility model aims at providing the foundation structure of the jacket-type offshore applicable to the sea area within the water depth scope of 5 to 50 meters; and the structure can avoid offshore placing of concrete, and has the characteristics of small offshore construction quantity, quick installation speed, low manufacturing cost and easily guaranteed quality. The technical scheme of the foundation structure is as follows: the foundation structure for the jacket-type offshore wind turbine is characterized in that the foundation structure is a whole steel truss structure comprising 3 to 6 piles, comprising guide pipes peripherally arranged in vertical direction and steel pipe piles fixedly connected with the interior of the guide pipes; the lower ends of the steel pipe piles extend into the bearing layer under a seabed; and the upper parts of the guide pipes are sequentially connected with a spatial pipe frame part and a maintenance platform part. The foundation structure is applicable to the civil engineering of offshore wind power generation industries in the sea areas with the water depth of 5 to 50 meters.",2010,E02D  27/44; E02D   5/28; E02B  17/02
328990306,CN201020168917U,Additional structure for enhancing artificial reef effect of offshore wind turbine base,"The utility model relates to an additional structure for enhancing artificial reef effect of an offshore wind turbine base. The utility model provides an additional structure for enhancing artificial reef effect of an offshore wind turbine base with small material consumption and low cost, aiming at effectively enhancing artificial reef effect without any change to the main structure of the wind turbine base. The additional structure for enhancing artificial reef effect of an offshore wind turbine base is provided with steel pipe piles or jacket steel pipes of an offshore wind turbine base, wherein annular anchor ears are fixed on the steel pipe piles or jacket steel pipes and a plurality of steel pipes radially arranged are welded on the outside diameter of an anchor ear and the wall of a steel pipe is provided with inhabitation holes. The utility model is suitable for an offshore wind turbine project.",2010,Y02P  60/64; E02D  27/44; E02D  27/52; A01K  61/00; Y02A  40/81
328991833,CN201020178519U,Ring type water-float whirling wind turbine,"The utility model relates to a ring type water-float whirling wind turbine, which comprises a whirling and floating body capable of being fixed rotatably on the water surface and a wind device which is arranged on the whirling and floating body and receives wind to drive the whirling and floating body to rotate. The ring type water-float whirling wind turbine is characterized by further comprising a generator which is fixed relative to the whirling and floating body and applies work by means of peripheral velocity of the whirling and floating body. During work, the wind device receives wind to drive the whirling and floating body to rotate and the generator applying work by means of peripheral velocity of the whirling and floating body is used to generate and output electricity. The ring type water-float whirling wind turbine has the advantage of high output efficiency.",2010,Y02E  10/725; H02K   7/18; F03D   5/00; Y02E  10/20; F03B  17/02; F03D   9/00; Y02E  10/70
329002622,US20100759037,Offshore wind turbine installation,"Installation vessels and methods for offshore wind turbine installation are disclosed. In one embodiment, a cantilever mast is used to transfer of wind turbine components from an installation vessel to an offshore installation site and guide the transfer to prevent undesired swinging movements of the wind turbine components. In another embodiment, a main crane is used in cooperation with a guide arm to transfer and guide wind turbine components from an installation vessel to an offshore installation site.",2010,B23P  19/00; E02B2017/0039; Y10T  29/49623; E02D  27/42; B63B2035/446; E02B2017/0091; F05B2240/95; B66C  23/207; E02B2017/0043; Y10T  29/49904; Y10T  29/49828; B66C  23/185; E04H  12/34; Y02E  10/727; B63B  35/003; E02B2017/006; F03D  13/10; F03D  13/40; Y10T  29/49631; Y10T  29/534; B66C  23/26; B66C  23/52; E02B  17/021
329004107,US20090499206,Floating wind turbine with turbine anchor,The wind turbine 20 includes a wind driven turbine wheel 22 rotatable about a central axis 29 that has sail wings 30 that catch the wind and rotate the turbine wheel 22. An anchor 58 has its anchor line 56 attached to the turbine wheel at its axis of rotation 29 to prevent tilting the wind turbine in response to high wind conditions.,2009,B63B  21/48; F03D  80/70; Y02E  10/721; F03D   1/02; F03D   9/00; F03D  11/04; Y02E  10/727; Y02P  80/158; F03D  13/25; Y02B  10/70; F03D   9/25; Y02B  10/30; F05B2240/932; F05B2240/95; Y02E  10/725
329005683,US20100785078,Horizontal axis wind turbine,"The object of the invention is to construct a horizontal-axis wind turbine comprising a dual-system pitch drive unit for one blade that is independent up to the transmission mechanism or a dual-system yaw drive unit for one wind turbine nacelle that is independent up to the transmission mechanism, and to provide the dual system with new applicability. The horizontal-axis wind turbine of the present invention has a hub 1 and a blade 2 that are connected by way of an interposed section 5b, 6b, 7 which can freely rotate around the pitch axis of the blade with respect to both the hub and the blade; and further comprises: a hub-side interposed section drive unit 10 that relatively rotates the interposed section with respect to the hub, and a blade-side interposed section drive unit 11 that relatively rotates the blade with respect to the interposed section. The horizontal-axis wind turbine further comprises a hub-side interposed section angle sensor, a blade-side interposed section angle sensor and hub-side blade angle sensor, and is configured to control the pitch angle of the blade with respect to the hub whether controlling both drive units or controlling only one drive unit. Similar connection mechanism and drive and control mechanism is applied to between a tower and a nacelle.",2010,B63H   1/28; F03D   7/0204; F03D   7/0224; B64C  11/06; F03D   9/00; F05B2260/845; F05B2270/328; F05B2270/329; F05B2270/602; F05B2260/79; Y02E  10/723
329081968,EP20100192856,Bearing assembly for a marine-turbine shaft and marine turbine including such a bearing assembly,"The assembly (8) has bearing units (30) distributed around a rotational axis, where each bearing unit has an elastic unit (50) with a fixed part integrated to a fixed base (70). A bearing surface is connected to a mobile part of the elastic unit, where a minimum radius of the bearing surface is comprised between 1 and 3 m. Ducts and chambers define a closed circuit that is extended around a rotation axis. The bearing surface has a ceramic material, and the elastic unit has a plate formed by a stainless steel sheet. An independent claim is also included for a marine turbine comprising a shaft.",2010,Y02E  10/226; F05B2240/50; F16C  17/14; F03B  11/06; F16C  17/06; F16C  23/04; F16C  33/66; Y02E  10/722; F03B  13/10; F03B  13/105; F03D  80/70; F16C  27/02; F16C2360/00; F16C  33/6692; F16C2360/31; Y02E  10/22; F16C  17/12; F16C  27/08; F16C  33/10; F16C2300/14
329082651,EP20100778970,FLOATING OFF-SHORE WIND TURBINE,NULL,2010,Y02E  10/727; B63B2035/446; B63B  35/44; F05B2240/95; F05B2240/93; B63B   1/048; B63B  21/50; F03D  13/25; B63B2035/442; F03D  11/04
329098280,KR20090030779,aerogenerator,"PURPOSE: A wind generator is provided to enable the electricity to be produced regardless of the installed place since first and second air tubes can be formed to a plurality of unit tubes, which form independent spaces respectively. CONSTITUTION: A wind generator is composed of first and second air tubes(10,20), first and second shafts(31,32), and a plurality of wires(11,12,21,22). The gas lighter than the air is charged in the first and second air tubes and they are floated to the air. The first and second shafts are spaced to each other. A generator, which produces the electricity is connected to at least one of the first and second shafts based on the torque. The wires connect the first and second air tubes to the first and second shafts. The wires operate in connection with the movement of the first and second air tubes depending on the wind resistance and rotate the generator connected shaft.",2009,F03D   5/00; F03D   9/25; F03D   9/00; F03D   5/06; Y02E  10/70; Y02E  10/725
329098318,KR20090030831,The sea structure of wind power generator,"PURPOSE: An ocean structure for generating the power using wind is provided to continuously generate the power on the water since a power generator is installed on an automatic self-aligning vertical shaft. CONSTITUTION: An ocean structure for generating the power using wind is composed of a buoyant member(10), a support(20), an automatic self-aligning vertical shaft(40), and a power generating device(50). The power generator is composed of a housing(51), a rotary shaft(53), and a horizontal balance shaft(57). In the housing, a power generator(52) is built. The power generator is installed on the automatic self-aligning vertical shaft. The rotary shaft is connected to the power generator. On the end of the rotary shaft, a rotating blade(54) is installed. The horizontal balance shaft is installed on the opposite side to the rotary shaft. The horizontal balance shaft comprises a horizontal balance weight(58).",2009,F03D   1/02; F03D   9/02; F03D   9/11; F03D   9/17; B63B  35/44; F05B2240/93; B63B2035/446; F03D   7/041; Y02E  10/725; Y02E  10/72
329098319,KR20090030832,The sea generator of electric power use of wind,"PURPOSE: A power generator on ocean using wind is provided to enhance the efficiency by heating and expanding the stored compressed air and to reduce the installation cost since there is no need to be installed on the ground. CONSTITUTION: A power generator on ocean using wind is composed of an ocean structure(10), an expansion/storage tank(30), an air motor(40), and a generator(50). The ocean structure generates the compressed air using wind. The expansion/storage tank is connected to the ocean structure and receives the compressed air. The expansion/storage tank increases the inner temperature with the supplied compressed air and raises the temperature of the stored compressed air. The air motor receives and operates the compressed from the expansion/storage tank. The generator is connected to the air motor to generate the electricity.",2009,F03D   1/02; Y02E  10/72; F03D   9/02; F03D   9/17; F03D  11/02
329099331,KR20090031906,The air compressors use of wind,"PURPOSE: An air compressor for wind force is provided to prevent shock from being applied on a building in the installation of an anchor bolt by the installation of a structure without driving anchor bolts on the roof of a building. CONSTITUTION: An air compressor for wind force comprises a fixing device, a connection supporting board(50), a pressure storage tank(60) for a base, a support(70), and a wind force compressed air generator(80). The fixing device comprises a fixing pad(20), a pressure fixture(30), and a fastener(40). The fixing pad is fixed and attached to the rooftop ground of a building. The pressure fixture removes inner air on a fixing pad. The fastener is installed on the upper part of the pressure fixture. The connection supporting board is fixed to the fixing device. The pressure storage tank for the base stores the compressed air installed in the connection supporting board. The support is installed in the pressure storage tank for the base.",2009,F03D   9/10; F03D   9/28; Y02E  10/72; Y02E  60/15; F03D   1/02; F05B2240/221; F03D   9/02; Y02B  10/30
329103833,KR20100012959,RORTER BRAKE FOR OIL PRESSURE BRAKING OF WIND GENERATOR,"PURPOSE: A rotor brake for a wind generator using hydraulic force is provided to control a gap between a disc and a pad and to simplify and miniaturize the structure of the brake. CONSTITUTION: A rotor brake for a wind generator using hydraulic force comprises a base panel(11), a supporter(12), a caliper installation plate(13), pad coupling plates(23,24), and calipers(18,19). The base panel is fixed to a speed increasing gear box. The supporter is vertically positioned in the base panel. The caliper installation plate is installed in the supporter and is pressed by a floating spring(15). A disc(16) is inserted into the top and bottom of the caliper installation plate. The pad coupling plates have pads(22) coupled to the calipers.",2010,Y02E  10/722; F03D  15/00; F03D  11/00; F03D   7/0248; F16D  65/095; F05B2240/221
329266741,US20090471481,Wind turbine,"A wind turbine includes a nacelle that houses a dynamo and a vane wheel coupled to an end of the dynamo. The nacelle is movably mounted to a post. The nacelle has a body forming a circumferentially extending curved slot that has a front portion forming a reducing section and a rear portion forming an expanding section. The vane wheel has a hub at a center thereof and including a plurality of blades radially extending therefrom. Each blade has an end forming a down wash. With the curved design of the nacelle body, the rising angle of airflow exiting the nacelle is improved and with the down wash, the occurrence of tip vortex is suppressed, whereby the utilization efficiency of wind energy in the wind generation operations is improved.",2009,B63H  13/00; F03B  11/00; F03D  11/00; F03D   9/00; Y02B  10/30; B63H  15/00; B64C  27/32; F04D  29/00; F05B2240/30; B64C  11/14; F03D   1/0675; F03D   1/06; F05B2240/32; Y02E  10/726; F01D   5/00; F01D  25/00; F03B   1/02; F05B2240/13; Y02E  10/721
329268702,US20090504778,Method for the emergency braking of a wind power plant and a wind power plant with a rotor blade pitch control for emergency braking,"Method for the emergency braking of a wind power plant, in which at least one rotor blade of the wind power plant is adjusted into its feathering position, wherein a first phase, in which the at least one rotor blade is adjusted with a first speed, and a second phase, in which the at least one rotor blade is adjusted as of a predetermined first blade pitch angle with a second speed, which is increased until a maximum speed is reached and/or until a second determined blade pitch angle is reached.",2009,B63H   3/00; F03D   7/024; F03D   7/0264; F03D   7/0224; F03D   7/00; F03D   7/0244; F03D   7/042; F05B2260/96; Y02E  10/723; F05B2260/74; F05B2270/107
329268712,US20080744814,Double leading edge airfoil for wind turbine blade root,"The invention relates to an aerodynamic profile for the root of a wind turbine blade having a double leading edge, including a leading edge (13), a trailing edge (15) and suction and pressure sides (17, 19) between the leading edge (13) and the trailing edge (15). The profile (5, 5', 5') has a relative thickness in the 30%-50% range in at least one section (37) of the root region (31). In addition, the convex portion (21) of the pressure side (19) is configured such that the curvature thereof decreases from a value C0 at the leading edge (13) to a value C1 at a first point P1 and subsequently increases to a value C2 at a second point P2, after which it decreases to a value 0 at the end of the convex portion (21).",2008,B63H   1/26; F03D   1/0641; F05B2240/301; F05D2240/121; F05D2240/303; F03D   1/0608; F03D  11/00; F05B2250/70; F05B2250/711; Y02E  10/721
329294004,CN200910012726,Magnetic suspension wind-driven generator with vertical-shaft type symmetric double wind wheels,"The invention discloses a magnetic suspension wind-driven generator with vertical-shaft type symmetric double wind wheels. (1) The vertical-shaft type symmetric double wind wheels are adopted, wind directly pushes blades of the wind wheels, the wind wheels rotate along the wind; the upper parts and the lower parts of the blades of the vertical-shaft wind wheel are blown by the wind at the same time, and the blades are synchronized with the wind to rotate, thus the power of the vertical-shaft wind wheel is greatly improved. (2) Double wheels are integrated into one machine, two wind wheels drive a group of motors, the transmission links of the wind wheels and the motors are combined with an acceleration process, thus the number of the transmission links is reduced to the minimum, and the resistance is minimal. (3) An air deflector is installed, the air deflector is used for guiding useless wind of wind wheel side surfaces into a wind wheel working area, and the air deflector extrudes and guides the wind to make the wind to be supercharged and accelerated; thus the wind speed in the wind wheel working area is increased, and the power of the wind wheel is greatly improved. (4) A magnetic suspension method is used, the wind wheel can freely float up and down by a pivot design, the wind wheel suspends above a stander under the action of the magnetic suspension, and the falling weight of the wind wheel is zero; the self-resistance of the wind wheel without the falling weight is tiny, thus the wind wheel can easily start under force 1 wind and normally generate power under force 2 wind; the zero falling weight of the wind wheel causes a tiny resistance, thus the magnetic suspension wind-driven generator has the great advantage on starting requirement and wind time utilization, wherein the top requirements on a fan are ultralow starting and ultralong wind time utilization.",2009,F03D   9/00; F03D   3/00; H02N  15/00; Y02E  10/74; H02N  11/00
329315668,EP20100193460,Offshore wind turbine,"An offshore wind turbine (1) includes a tower structure body configured with a tower (4) and foundation (5), a rotor (2) supported at the tower top, a generator generating electricity by the rotor's rotation, and a converter (7) converting generated electricity. A cavity is formed in the tower (4) and foundation (5), and an internal space configured therewith is divided into upper and lower chambers (A, B) by a bulkhead (5a) having first and second vents (5b, 5c) between or in either of the tower (4) and foundation (5). The converter (7) is disposed in the upper chamber (A). An air circulating channel and blower (e.g., exhaust fan 8) are provided wherein air is circulated from the converter (7) to the lower chamber (B) through the first vent (5b), then to the converter (7) through the second vent (5c). An air inlet (10a) is disposed below an air outlet (9a), or a partition member (12) is provided therebetween.",2010,F05B2240/95; F05B2260/64; F03D  13/22; F05B2240/93; F03D  80/60; F03D  80/80; F03D  13/25; F05B2240/97; F05B2260/205; Y02E  10/727; F03D   9/25; F03D  11/00
329339928,CA20092719694,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,"A floating wind turbine platform includes a floatation frame (105) that includes three columns (102, 103) that are coupled to each other with horizontal main beams (115). A wind turbine tower (111) is mounted above a tower support column (102) to simplify the system construction and improve the structural strength. The turbine blades (101) are coupled to a nacelle (125) that rotates on top of the tower (111). The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower (11 1) or in the top of the tower-supporting column (102). The floatation frame (105) includes a water ballasting system that pumps water between the columns (102, 103) to keep the tower ( 1 1 1) in a 10 vertical alignment regardless of the wind speed. Water-entrapment plates (107) are mounted to the bottoms of the columns (102, 103) to minimize the rotational movement of the floatation frame (105) due to waves.",2009,F03D  17/00; Y02E  10/725; B63B  38/00; E04H2012/006; F03D   9/25; F03D   9/257; Y02E  10/22; B63B  39/03; B63B  39/06; E02B   9/00; E02B  17/04; E04H  12/00; Y02E  10/727; F03D  13/20; F03D  13/25; B63B   1/107; B63B  35/44; B63B2039/067; E02B2017/0091; F05B2240/93; B63B  22/20; B63B  35/00; F03D  13/10; F03D   7/0204; B63B2035/446; F03D  80/00; F05B2240/95
329364028,SE20080000749,Vridmomentsˆverfˆrande arrangemang vid ett vindkraftverk,NULL,2008,F05B2240/95; F03D   1/00; F03D   9/25; Y02E  10/725; F05B2240/93; Y02E  10/722; F16H  21/12; F05B2250/86; F16C   3/12; F03D  15/00; F05B2260/40
329364339,SE20080001134,Manˆvrering och framdrivning av ett fartyg med hj‰lp av d‰rtill anordnade Âtminstone tv vindkraftverk,NULL,2008,B63H  13/00; F03D   9/32; F05B2240/931; Y02E  10/725; F03D   9/00; Y02T  70/5254; Y02T  70/58; F03D   9/25
329383402,EP20100193900,Systems for assembling an offshore support system for use with a wind turbine,"An offshore support system (14) for use with a wind turbine (10) is provided. The offshore support system includes a damper (102,302) adapted to be coupled to a wind turbine tower (12) to facilitate reducing movement of the wind turbine in at least one direction, and a counter-balance system (104) coupled to the damper for suspending at least a portion of the wind turbine above a water surface (106), the counter-balance system configured to stabilize the wind turbine when subjected to wind and tidal forces.",2010,B63B  39/03; B63B2039/067; F05B2240/95; F03D  11/04; Y02E  10/727; F03D  13/25; F03D   1/00; F05B2240/93; F03D  13/10; F03D  13/22
329407568,EP20100194166,Arrangement and method for transporting a wind turbine rotor,"The invention relates to an arrangement for transporting a rotor of a wind turbine at sea comprising a vessel (16,26) having a deck (15,25). Moreover, the arrangement comprises at least one rotor (11,11',21,21') comprising in turn a hub (23) and at least one blade (12A,22A) affixed to the hub (23). The hub (23) is positioned on the deck (15,25) in such a way that the at least one blade (12A,22A) is at least partially located above the sea surface and that the center axis of the hub (23) is tilted in relation to the deck (15,25) so as to increase the distance between the at least one blade (12A,22A) and the sea surface. Furthermore, the invention relates to a method for transporting a wind turbine rotor (11,11',21,21') at sea on a vessel (16,26) having a deck (15,25); comprising the step of positioning a rotor (11,11',21,21') with a hub and a blade on the deck (15,25) in such a way that the center axis of the hub (3,23) is tilted in relation to the deck (15,25) so as to increase the distance between the blade (12A,22A) and the sea surface.",2010,F05B2230/6102; Y02E  10/727; B63B  35/00; Y02P  70/523; F03D   1/00; B63B  35/003; F03D  13/40; F05B2250/314; F05B2250/232
329411000,AP20100005329,Fin-ring propeller for a water current power generation system.,NULL,2010,F03B  17/061; Y02E  10/725; F05B2240/40; F05B2240/93; Y02E  10/28; Y02E  10/38; B63H  13/00; F05B2240/97
329421775,CN200920292836U,Gear uniform loading transmission device,"The utility model belongs to the gear transmission field, in particular to a gear uniform loading transmission device. In the device, power is input through a main input shaft, an input gear is rigidly connected with the main input shaft, the device is provided with three output shafts, each output shaft is connected with an output gear, and the three output gears are the same and are simultaneously engaged with the input gear; and the geometric axis positions of the three output shafts are fixed, and the power is output through the three output shafts. The four gears are all herringbone gears; and the three output gears can be axially regulated and then fixed or axially and freely float, and meanwhile the input gear can radially float so that the output shafts in the gear transmission device can be uniformly loaded. The gear transmission device has the advantages that: according to the design, the device can improve the gear transmission bearing capacity, eliminate or reduce the axial force caused by gear transmission and improve the working condition of a bearing, and is particularly suitable for heavy-duty transmission such as a gear box for a ship, a wind power gear box and the like.",2009,F16H   1/22; F16H   1/227; F16H   1/24
329540854,EP20100401197,"Adjustable spread foundation, preferably separated, for offshore wind farms","The foundation has compressible cushions (1) arranged under load introduction regions (2), which lie at outer ends of the foundation. The cushions are formed from water-permeable, high tensile material such as textile material. Compressible lines (3) extend in a concrete of a bar element (6) and from masts (7, 8) to a water surface. The compressible lines are partially utilized as suction lines.",2010,F03D   1/00; F03D  11/04; Y02E  10/727; F03D  13/22; F05B2240/95
329599573,NO20090001484,"Flytende vindmolle og fremgangsmate for installasjon, inngrep eller demontering.","Den foreliggende oppfinnelse vedr¯rer en flytende vindm¯lle, omfattende et generatorhus (12) med en generator og et flertall av rotorblad (13) ved en 0vre del av et oppstÂende skaft (11), og et flott¯rsystem (1) ved en nedre del avnevnte skaft (11), kjennetegnet ved nevnte flott¯rsystem (1) omfatter et ballastsystem (6) for ballastering og deballastering av nevnte vindm¯lle og sÂledes endring av h¯yden av vindm¯llen over vannivÂ, og ytterligere omfatter en dreieforbindelse (14) for bladene (13) mellom en i alt vesentlig vertikal og en i alt vesentlig horisontal stilling. Oppfinnelsen vedr¯rer ogs en fremgangsmÂte for installasjon av, inngrep i eller demontering av nevnte vindm¯lle.",2009,B63B2035/446; F03D  13/10; Y02P  70/523; F03D  13/25; F05B2240/93; Y02E  10/727; F03D  11/04; F05B2230/70; F03D  11/00
329599592,NO20090001473,Anordning ved flytende vindkraftverk,"Anordning ved flytende vindkraftverk (1) hvor en vindturbin (14) er anbrakt p en installasjon (2), og hvor installasjonen (2) er forsynt med en stabiliseringsgyro (22).",2009,F03D   3/00; F03D  13/22; Y02E  10/727; Y02E  10/74; B63B  39/04; F03D  11/00; F05B2240/93; F03D   3/005; F03D  13/25; B63B2035/446; F03D  11/04; F05B2240/95
329618426,US20080740820,"Structural mat for reinforcing a wind turbine blade structure, a wind turbine blade and a method for manufacturing a wind turbine blade","The invention relates to a structural mat for reinforcing a wind turbine blade structure. The structural mat comprises two or more groups of bonded fibers, the fibers being bonded by a matrix substantially preventing relative movement of said fibers and wherein said groups are connected to each other by connection means limiting the relative movement of said groups. The invention further relates to a wind turbine blade and a method for manufacturing a wind turbine blade.",2008,B29C  70/543; B29D  99/0025; B29D  99/0028; B29L2031/082; B29C  70/342; B29C  70/865; B29C  65/00; B29C  70/083; B29C  70/443; B32B  37/00; D04H   3/12; B29C  65/62; D04H   3/002; Y02P  70/523; B29C  66/721; B29C  70/52; B63H   1/26; D04H   3/004; D04H   3/115; F03D  11/02; B32B   5/06; B64C  11/16; F01D   5/14; F03B   7/00; F04D  29/38; B29L2031/085; B63H   7/02; B64C  27/46; B32B   7/08; C09J   5/02
329643794,CN201010237169,Wind accumulating and supercharging wind energy and light energy water treatment device,"The invention relates to a wind accumulating and supercharging wind energy and light energy water treatment device. A wind accumulating and supercharging wind energy utilizing channel is formed from a wind accumulating port of an upper wind accumulating cover to a lower air diffusing device at the terminal of a wind power conveying horizontal pipe, and the natural energy resources of the wind energy and the light energy are directly utilized for water treatment. The wind accumulating cover accumulates the wind energy; a wind power supercharging pipe and a wind power conveying pipeline supercharge the wind power; an excitation wind power supercharging generation device outputs electric energy to the outside when the wind power is strong; and a photoelectric converting device continuously converts sunlight energy into electric energy through a photovoltaic battery and stores in an electric energy storing automatic control device to provide an auxiliary energy source for the water treatment and guarantee that sufficient wind power continuously enters water in an aeration water treatment device through the wind power conveying pipeline to continuously carry out the processes of stirring the water, oxygenizing, floating and the like. The water treatment facility of the device is invested once and used for a long time, can greatly reduce the operating cost of the water treatment facility, is favorable for controlling water pollution, and has various efficacies of resource saving, low carbon and environmental protection.",2010,C02F   3/12; Y02W  10/37; F03D   9/00; Y02E  10/72; Y02W  10/15; Y02W  10/33; F03D   1/00
329648791,CN200880125006,A power generator,"A power generator assembly (10a) for using kinetic energy from a flowing fluid (12) to generate power. The power generator assembly (10a) includes a blade assembly (14) and a generator (30). The blade assembly (14) has a head end (16) for facing oncoming flowing fluid (12), a tail end (18) spaced from the head end (16) for facing in the direction of flow of the fluid (12), and a rotational axis (20) extending between the head end (16) and the tail end (18). The blade assembly (14) includes a blade arrangement (22) which is arranged in generally helical fashion about the rotational axis (20), and at least one mounting formation (24) connected to the blade arrangement (22). Each mounting formation (24) is adapted to permit mounting of the blade assembly (22) for rotation about its rotational axis (20), so that in use fluid (12) flowing past the power generator assembly (10a) interacts with the blade arrangement (22) to rotate the blade assembly (24) about its rotational axis (20). The generator (30) is drivingly connected to the blade assembly (22) for generating power in response to rotation of the blade assembly (22).",2008,F03B  13/26; F03D   9/32; F04D   3/02; F04D  19/00; F05B2240/243; F03B  13/10; F05B2240/93; Y02E  10/28; Y02E  10/721; F03B  17/06; Y02E  10/725; F03B  13/14; F03B  13/22; F03B  17/061; F03D   7/0236; F03D   9/25; Y02P  80/158; F03B   3/126; F03B   3/14; F03B  11/02; F03B  17/062; F05B2210/16; Y02E  10/38; F03B   3/10; Y02E  10/727; F03B   3/12; F03D   1/04; F03D   1/0633; F03D  13/20; F03D  80/70; F05B2250/25
329648794,CN200880117024,Floating wind turbine system,"A floating wind turbine system with a tower structure that includes at least one stability arm extending therefrom and that is anchored to the sea floor with a rotatable position retention device that facilitates deep water installations. Variable buoyancy for the wind turbine system is provided by buoyancy chambers that are integral to the tower itself as well as the stability arm. Pumps are included for adjusting the buoyancy as an aid in system transport, installation, repair and removal. The wind turbine rotor is located downwind of the tower structure to allow the wind turbine to follow the wind direction without an active yaw drive system. The support tower and stability arm structure is designed to balance tension in the tether with buoyancy, gravity and wind forces in such a way that the top of the support tower leans downwind, providing a large clearance between the support tower and the rotor blade tips. This large clearance facilitates the use of articulated rotor hubs to reduced damaging structural dynamic loads. Major components of the turbine can be assembled at the shore and transported to an offshore installation site.",2008,F05B2240/93; F05B2240/96; F03D  13/20; B63B2021/505; B63B  35/44; F05B2240/2213; F05B2240/95; B63B2035/446; F03D   1/00; F03D  11/04; B63B  21/50; F03D  13/10; F03D  13/40; Y02E  10/727
329651978,CN201020200246U,Swinging arm type lifting lighter for installing wind power equipment,"The utility model discloses a swinging arm type lifting lighter for installing wind power equipment, which is characterized by comprising a lighter body; the middle of the lighter is provided with a gantry arm frame which consists of a left truss vertical column, a right truss vertical column, a truss cross beam and a pulley cross beam, wherein the lower ends of the left truss vertical column and the right truss vertical column are hinged with a hinge support on the lighter body, the upper parts thereof are respectively connected with a front deck and a rear deck of the lighter body by a front variable-amplitude mechanism and a rear variable-amplitude mechanism, and the lower parts thereof are also provided with two sets of lifting mechanisms, winches are arranged at the middle and steel wire ropes are arranged at the upper part and bypasses two groups of fixed pulleys arranged in the pulley cross beam to drive two groups of lifting hook pulley groups to move vertically; and the two sides of the lighter body are respectively provided with an impeller type propeller and a pry-type propeller. The swinging arm type lifting lighter has the characteristics of having light weight, shallow draft, being capable of setting on a bench and being suitable for operation and construction of intertidal zones.",2010,B63B  35/28; B66C  23/18
329752932,EP20100382317,Method for operating an offshore wind turbine and offshore wind turbine,"The invention relates to a method of reducing oscillations in an offshore wind turbine (10) comprising one or more thrusters (40), the method comprising determining an oscillation of the offshore wind turbine (10) and operating the one or more thrusters (40) such that the oscillation is reduced. The invention further relates to an offshore wind turbine (10) comprising one or more underwater thrusters (40), oscillation determination system for determining an oscillation of the wind turbine and a control system for operating the underwater thrusters (40) in response to signals received from the oscillation determination system.",2010,F05B2270/807; Y02E  10/723; B63B  21/50; B63B  35/44; F03D  11/00; F05B2240/93; F05B2260/74; B63B  39/08; B63H  25/42; F03D  11/04; F05B2240/95; F05B2260/96; B63B  39/00; Y02E  10/727; B63B  22/04; B63B2035/446; F03D   7/0296; F03D   7/042; F03D  80/00; F03D   7/02; F03D  13/25
329777367,EP20100075737,Device for using technical devices underwater,The device (01) has guide rail (05) extended vertically above the water line (04) in an underwater area (03). A water-moistened component (06) and an equipment carriage (08) are provided with a run body (09). A pressure unit (14) is provided on both sides of the equipment carriage with a lever. A supporting roller (30) is provided with a weight package (29) at an end of the equipment carriage.,2010,E04G  23/00; F05B2240/95; F03D  80/50; F05B2230/80; A47L   1/02; E02B  17/0034; E02B  17/00; E06C   7/12; Y02P  70/523; B66B   9/187; F03D   1/00; B66B   9/00; Y02E  10/72
329870100,CN201010286167,Offshore wind and ocean current power generation system,"The invention discloses an offshore wind and ocean current power generation system which comprises a floating platform, a power generator fixedly arranged on the floating platform, a wind rotating shaft vertically arranged above the floating platform, and a hydraulic rotating shaft vertically arranged below the floating platform; fan blades are arranged on the wind rotating shaft, and the bottom part of the wind rotating shaft is connected with a main shaft of the power generator through a first clutch; and water wheel blades are arranged on the hydraulic rotating shaft, and the top part of the hydraulic rotating shaft sequentially passes through a commutator, a transmission and a second clutch and is connected with the hydraulic rotating shaft. The offshore wind and ocean current power generation system not only utilizes wind power above sea level to drive the fan blades to rotate for power generation, but also utilizes water power below deep sea level to drive the water wheel bladesfor power generation; the power generation system can fully utilize renewable energy sources in deep sea; simultaneously, the power generation system can be used for establishing a large-scale power generation farm, and the generated power can be transmitted back to coastal regions which are economically developed and heavily rely on the energy sources through a submarine cable.",2010,F03D   3/06; Y02E  10/74; F03B  13/00; F03B  15/00; F03D   9/00; Y02E  10/226; F03D   7/00
329878812,CN201020149538U,Peripheral rotating device of offshore wind-powered generator,"The utility model relates to a peripheral rotating device of an offshore wind-powered generator, which belongs to the component of the offshore wind-powered generator. At present, no peripheral rotating device with the simple structure, low production cost and high wind energy utilization rate can be supplied to the offshore wind-powered generator. The peripheral rotating device is characterized by comprising a peripheral wind-driven sail and a peripheral carrier, wherein the peripheral wind-driven sail comprises a base, a sail body and at least two reinforcing ribs, the sail body of a diamond shape is fixed on the base and is vertical to the horizontal plane, one end of the reinforcing ribs is fixed on the sail body, the other ends of the reinforcing ribs are fixed on the base, the peripheral carrier comprises a mounting plate, a chassis and a guide rod, wherein the mounting plate is fixed on the top of the chassis, the guide rod is fixed on the bottom of the chassis, and the base is arranged on the mounting plate. The utility model has the advantages of reasonable structural design, convenient use, low production cost and high wind energy utilization rate.",2010,F03D   3/00; F03D  13/25; Y02E  10/74; Y02P  70/523; Y02E  10/727; F03D   9/25
329878813,CN201020149626U,Wind power generation equipment,"The utility model relates to wind power generation equipment, in particular to wind power generation equipment for sea surface. No wind power generation equipment for sea surface has simple structure, low production cost and high power generation efficiency. The wind power generation equipment comprises a power generator and is characterized in that: the wind power generation equipment also comprises a central carrier with a central sail body, five or six peripheral carriers with peripheral sail bodies, transmission arms matched with the peripheral carriers, connecting arms matched with the transmission arms, a positioning device with an anchor body, and a power transmission cable mounted on the central carrier; the power generator is mounted in the central carrier, the peripheral carriers are connected with the central carrier through the transmission arms and the connecting arms, the transmission arms are nested in the connecting arms, and the positioning device is mounted on the central carrier. The wind power generation equipment has reasonable structure and design, low production cost, high power generation efficiency and greatly improves the utilization rate of the sea surface wind resource.",2010,F03D   3/06; F03D   9/25; Y02P  70/523; F03D  13/20; Y02E  10/74
329878823,CN201020149488U,Transmission arm for offshore wind electricity generation equipment,"The utility model relates to a transmission arm for offshore wind electricity generation equipment, which belongs to a component in the offshore wind electricity generation equipment. No ideal transmission arm for the offshore wind electricity generation equipment exists in the prior art. The utility model is characterized in that the transmission arm comprises a support arm, a rotating shaft and two connectors, wherein the support arm is provided with a rotating shaft hole, both ends of the rotating shaft are provided with universal couplers, the two connectors are connected at both ends of the support arm, the cross section of the support arm is in a lozenge structure, the rotating shaft is penetrated and connected in the rotating shaft hole of the support frame, each connector comprises a left connecting sheet, a right connecting sheet and a plug pin, one end of the left connecting sheet is provided with a left sawtooth, the left sawtooth is provided with a left hole, one end of the right connecting sheet is provided with a right sawtooth matched with the left sawtooth, a right hole matched with the left hole is arranged in the right sawtooth, the right hole and the left hole are arranged into a straight passage, and the plug pin passes through and is connected in the straight passage formed by the right hole and the left hole. The utility model has the advantages of reasonable design, low production cost and long service life, and improves the wave resistance capability of the offshore wind electricity generation equipment.",2010,F03D  11/00; Y02P  70/523
329878824,CN201020149490U,Device for connecting cross arm and center carrier in wind power generation equipment,"The utility model relates to a device for connecting a cross arm and a center carrier in wind power generation equipment, belonging to a component in the offshore wind power generation equipment in order to solve the problem that no ideal device is existed for connecting the cross arm and the center carrier. The device is characterized in that the device comprises a connecting sleeve and six connectors, wherein each connector respectively comprises a left connecting plate, a right connecting plate and a bolt; one end of the left connecting plate is provided with left sawteeth; a left hole is arranged in the left sawteeth; one end of the right connecting plate is provided with right sawteeth matching with the left sawteeth in shape and size; a right hole matching with the left hole in shape and size is arranged in the right sawteeth; the right hole and the left hole are distributed to form a straight channel; the bolt penetrates in the straight channel; the right connecting plate of each connector is respectively fixed on the connecting sleeve; and the fix connectors are uniformly distributed at the periphery of the connecting sleeve. The utility model has the advantages that the structural design is reasonable, the service life is long, and the generating efficiency of the offshore wind power generation equipment can be effectively improved.",2010,Y02E  10/72; F03D  13/20
329878825,CN201020149507U,Device for connecting cross arm and peripheral carrier in wind power generation equipment,"The utility model relates to a device for connecting a cross arm and a peripheral carrier in wind power generation equipment, belonging to one part in offshore wind power generation equipment; at present, no device which is used for connecting the cross arm and the peripheral carrier and has simple structure and low manufacturing cost exists; the device is characterized in that: the device comprises a left connector, a right connector and a bolt, one end of the left connector is provided with left sawteeth, a left hole is arranged in the left sawteeth, one end of the right connector is provided with right sawteeth matched with the left sawteeth on shape and size, a right hole matched with the left hole on shape and size is arranged in the right saweeth, the right hole and the left hole are arrayed into a straight channel, one end of the bolt is provided with a convex plate, the other end of the bolt is provided with a locating strip, and the bolt penetrates through the straight channel formed by the right hole and the left hole; in the utility model, the structural design is rational, the production cost is low, the service life is long, and the power generation efficiency of the offshore wind power generation equipment can be effectively improved.",2010,Y02E  10/722; Y02P  70/523; F03D  80/00
329878826,CN201020149510U,Surrounding rotating device for use in offshore wind power generation equipment,"The utility model relates to a surrounding rotating device for use in offshore wind power generation equipment, which belongs to a component in the offshore wind power generation equipment. Currently, the surrounding rotating device for use in the offshore wind power generation equipment, which has simple structure, low production cost and convenient use, and can improve power generation efficiency, does not exist. The utility model is characterized by comprising a surrounding carrier and a surrounding sail, wherein the surrounding carrier comprises a mounting disc, a base, a left guide strip and a right guide strip, and the mounting disc is fixed on the upper end surface of the base; the left guide strip and the right guide strip are fixed on the lower end surface of the base in parallel, and the left guide strip and the right guide strip are in an arc structure; the surrounding sail comprises a sail body and a chassis, and the structure of the sail body is in a regularly triangular shape; one side of the sail body is fixed on the chassis, and the sail body is vertical to the horizontal surface; and the chassis is arranged on the mounting disc of the surrounding carrier. The utility model has reasonable structural design, low production cost, convenient use, and high utilization of wind energy.",2010,F03D  13/20; Y02E  10/70; F03D   5/00; Y02P  70/523; Y02E  10/72
329878827,CN201020149525U,Peripheral carrier for offshore power generation device,"The utility model belongs to a part in an offshore power generation device and relates to a peripheral carrier for a power generation device, in particular to a peripheral carrier for an offshore power generation device. The utility model aims to solve the problem that the peripheral carrier for the offshore power generation device which has simple structure, low production cost and high power generation efficiency does not exist. The peripheral carrier for the offshore power generation device is characterized by comprising a mounting disk, a base, a left guide bar and a right guide bar, wherein the mounting disk is fixed at the top part of the base; and both the left guide bar and the right guide bar adopt circular arc-shaped structures and are fixed at the bottom part of the base side by side. The peripheral carrier for the offshore power generation device has the advantages of reasonable structure, low production cost, small seawater resistance applied and high wind energy utilization rate and facilitates improving the overall performance of the offshore power generation device.",2010,Y02E  10/727; F03D  13/25
329878828,CN201020149549U,Surrounding sail for use in offshore wind power generation device,"The utility model relates to a surrounding sail for use in an offshore wind power generation device, which belongs to a component in the offshore wind power generation device. Currently, the surrounding sail for use in the offshore wind power generation device, which has simple structure, low production cost and high power generation efficiency, does not exist. The utility model is characterized by comprising a base, a sail body and at least two reinforcing ribs, wherein the shape of the sail body is in a diamond shape, and the sail body is fixed on the base; and the sail body is vertical to the horizontal surface, one end of each reinforcing rib is fixed on the sail body, and the other end thereof is fixed on the base. The utility model has reasonable structural design, low production cost, and high utilization of wind energy, and is favorable for improving the overall performance of the offshore wind power generation device.",2010,Y02P  70/523; F03D  11/00
329878829,CN201020149582U,Cross arm for wind power generation device,"The utility model relates to a cross arm for a wind power generation device, which belongs to a component for a wind power generation device on the sea. At present, no cross arm with convenient use, simple structure and low manufacture cost is suitable for the wind power generation device on the sea. The utility model is characterized in that: the cross arm for the wind power generation device comprises a cross arm body, a left connecting end and a right connecting end; a rotating shaft channel in axial distribution is arranged in the cross arm body; an upper end face and a lower end face of the cross arm body are respectively a circular arc structure; the left connecting end and the right connecting end are respectively fixed on the left and right ends of the cross arm body. With the reasonable structural design, low production cost and long service life, the cross arm for the wind power generation device can effectively improve the power generation efficiency of the wind power generation device on the sea.",2010,F03D  13/25; Y02E  10/727; Y02P  70/523
329878830,CN201020149589U,Chain retracting device used in wind power generation equipment,"The utility model relates to a chain retracting device used in wind power generation equipment, which is a component of offshore wind power generation equipment and overcomes the defect that no chain retracting device with convenient use, simple structure, low manufacturing cost and capability of being used in the wind power generation equipment is available by now. The chain retracting device is characterized in that a supporting rod, a retracting rod, a handle and a positioning pin are included, wherein a rotation hole is formed on the supporting rod; the retracting rod is mounted in the rotation hole in a sleeved way; a connection hole is formed on the handle; the positioning pin is arranged in the connection hole in a cross-under manner; the handle is fixed at one end of the retracting rod; and a positioning hole matched with the positioning pin is formed on the supporting rod. The chain retracting device has the advantages of reasonable structural design, low manufacturing cost and convenient use, and can effectively improve the generating efficiency of the offshore wind power generation equipment.",2010,F03D  13/25; Y02E  10/727; Y02P  70/523
329878831,CN201020149616U,Positioning device used in wind power plant,"The utility model relates to a positioning device used in wind power plant, specifically to a positioning device used in offshore wind power plant. At the present time, a positioning device having simple structure and low production costs and that can be used in wind power plant is not yet produced, thereby baffling the development of offshore wind power plant. The utility model is characterized in that the positioning device includes a connect box and 2-4 positioning units, wherein each positioning unit includes a joint lever, an anchor body and a lock chain, one end of the lock chain is fixed on one end of the joint lever, the other end of the lock chain is fixed on the anchor body, and the other end of the joint lever is hinged on the connect box. The utility model has reasonable physical design, low production cost, easy operation, and capability of effectively reducing fabricating cost of offshore wind power plant and improving the generating efficiency of the offshore wind power plant.",2010,F03D  80/00; Y02E  10/722; Y02P  70/523
329878834,CN201020149606U,Positioning unit used in wind-power generating device,"The utility model relates to a positioning unit used in a wind-power generating device, in particular to a positioning device used in a marine wind-power generating device. At present, the positioning unit which has simple structure, needs low production cost and can be applied in the wind-power generating device is not existed, thereby the development of the marine wind-power generating device is obstructed. The utility model is characterized in that the positioning device comprises a connecting frame and 2-4 positioning units, wherein, each positioning unit comprises a connecting rod, an anchor body and a chain; one end of the chain is fixed at one end of the connecting rod and the other end of the chain is fixed on the anchor body, and the other end of the connecting rod is hinged on the connecting frame. With the advantages of reasonable structural design, low production cost and convenient operation, the utility model can effectively reduce the production cost of the marine wind-power generating device and improve the generating efficiency of the marine wind-power generating device.",2010,Y02P  70/523; F03D  11/04
329935712,CA20092722596,"SUPPORTING ELEMENT FOR AN OFFSHORE WIND TURBINE, PRODUCTION PROCESS THEREOF AND METHOD FOR INSTALLING SAME","The invention relates to a supporting element (8) for an offshore wind turbine (3), comprising a base body (1) formed by a circular or polygonal basement (4), a shaft (5) with vertical walls and a plurality of vertical cavities (6) extending over the entire height thereof and a slab (2) dispose on the shaft (5) of the base body (1), on which slab (2) a wind turbine (3) is positioned and secured. The base body (1) of the supporting element (8) is produced using sliding formwork, from the basement (4) up to the upper base thereof. In addition, the method includes the following steps: ballasting the supporting element (8) by partially filling the above-mentioned vertical cavities (6); seaward towing the supporting element (8) from the production site thereof to the offshore wind turbine installa-tion site; achoring the supporting element (8) by filling the vertical cavities (6) completelly; until the supporting element (8) rests on a stone bed (19) on the sea bed; and mounting the wind turbine (3)",2009,F03D  13/22; Y02P  70/523; F03D  11/04; Y02E  10/727; E02B2017/0043; E02D  27/52; E02B2017/0039; E02B2017/0082; E02B2017/0091; F05B2240/95; E02B  17/025; F03D  13/20; E02B2017/0073; E02D  27/42; E02D  27/425; F03D  13/10
329937281,US20100760508,Energy-saving and wind-powered aerator,"An energy-saving and wind-powered aerator includes a floating carrier (1), a wind turbine (2), a water stirrer (3), and a transmission element (4). The floating carrier (1) has a supporting structure (12). The wind turbine (2) is connected to an upper portion of the supporting structure (12). The water stirrer (3) is mounted to the floating carrier (1). The transmission element (4) is connected to the wind turbine (2) and the water stirrer (3). The water stirrer (3) is rotated by means of the rotation of the wind turbine (2) and a driving action of the transmission element (4). With this arrangement, the wind turbine (2) is blown by natural and inexhaustible wind to rotate, so that the water stirrer (3) can be driven by the transmission element (4) to beat water rapidly, thereby increasing the amount of oxygen dissolved in the water and facilitating the decomposition of organic compounds in the water. In this way, the water quality can be improved and the amount of electricity consumed in aquaculture industries can be reduced to increase the profit.",2010,F05B2240/93; F05B2240/95; Y02P  70/523; F05B2230/6102; Y02E  10/727; F03D  13/25; F03D  13/10; B01F   3/04
329978493,NL20102005415,IMPROVEMENTS IN MANUFACTURING AND INSTALLING MULTIPLE OFFSHORE CONSTRUCTIONS.,NULL,2010,E02B  17/027; E02B2017/0039; Y02E  10/72; E02B2017/0043; F03D  13/22; Y02P  70/523; E02B2017/0091; E02B  17/02; E02D  27/42; E02D  27/52
330094755,CN200910241617,Marine wind turbine generator system transporting and hoisting ship and transporting and hoisting method,"The invention relates to a marine wind turbine generator system transporting and hoisting ship which comprises a ship body, a plurality of fixed supports, a first sliding rail, a second sliding rail, a wind turbine generator, a cushioning device, a rotary crane and a hoisting device, wherein the tail part of the ship body is provided a U-shaped opening for the wind turbine generator to pass by; the fixed supports are arranged in two rows in parallel, and bottom ends of the fixed supports are fixed on a deck inside the ship body; the first sliding rail is installed on the top ends of each row of fixed supports; the second sliding rail is installed at the inner side of the two rows of fixed supports on the deck of the ship body, and the second sliding rail is parallel to the first sliding rail; a hoisting beam matched with the first sliding rail is arranged on the body of the wind turbine generator; the cushioning device is fixed on the bottom of the wind turbine generator and is matched with the second sliding rail in a sliding mode; the rotary crane is arranged on the top ends of both sides of the U-shaped opening; and the hoisting device is arranged on the tail part of the ship body. The invention also relates to a marine wind turbine generator system transporting and hoisting method using the marine wind turbine generator system transporting and hoisting ship. The invention can realize the integral transportation and hoisting of the wind turbine generator.",2009,B63B  27/10; Y02E  10/727; B63B  27/00; B63B  35/003; F05B2240/95; F03D  13/40; Y02E  10/72
330094762,CN201010250033,Darrieus propulsion power generating dual-purpose type sail,"The invention discloses a Darrieus propulsion power generating dual-purpose type sail which mainly comprises a generator set (1), a sail rotating mechanism (28), a sail mast (2), a propulsion sail surface, a vertical shaft Darrieus wind power generating blade (19) and a wind force and direction collecting and analyzing system (14), wherein the generator set (1) and the sail rotating mechanism (28) are fixed on a ship deck (29); the sail mast (2) is rotatably connected with the sail rotating mechanism (28) and rotates only towards the design direction; and the propulsion sail surface connected with the sail mast is arranged at the upper part of the sail mast, the vertical shaft Darrieus wind power generating blade (19) is connected with the propulsion sail surface, and the wind force and direction collecting and analyzing system (14) is installed at the top of the sail mast. The invention can improve the efficiency of the conventional sail by 20 percent to 50 percent; and by adopting two energy-saving ways, the Darrieus propulsion power generating dual-purpose type sail can be run under any wind direction condition and save ship host machine or engine oil by more than 6 percent and has greater economy, practicability and social value.",2010,B63H   9/04; F03D   3/00; F03D   7/06; Y02E  10/74; F03D   9/00
330096367,CN201010213216,Reduction gear for pitch driving device for wind power generator,"The invention provides a reduction gear for a pitch driving device of a wind power generator, which inhibits lubricant leakage and prevents fretting on a connection part between a driving source-side shaft and an input shaft of a reducing mechanism part. The reduction gear (G1) for a pitch driving device of a wind power generator comprises a driving source (16) for the reduction gear (G1) and a reducing mechanism part (18) for reducing speed of the rotation of the driving source (16), the reducing mechanism part (18) is lubricated by using grease, a driving source-side shaft (30) and an inputshaft (32) of the reducing mechanism part (18) are linked through floating connection which has gaps on radial direction relatively and simultaneously are mutually connected, and a part (36) becomingthe floating connection is lubricated by using the oil packaged in the closed space.",2010,Y02E  10/723; F16H  57/04; F03D   7/02; Y02E  10/722
330099762,CN200980103738,Electricity generator,"A wind turbine and generator arrangement (100, 100', 100' ', 100''') comprises a turbine (1) that drives a self-excited induction generator (50) via a shaft (2) and mechanical gearbox (3). The induction generator (50) includes an electrical circuit (150) that includes a variable capacitance and a variable resistance. The variable capacitance may be constituted by a fixed capacitor (15A) and a triac (7B) under the control of a controller (9), or by a bank of capacitors (15) switched by a relay (7) under control of the controller (9). The variable resistance includes a triac controlled resistoror a bank of relay- switched resistors which constitute heating elements for heating domestic hot water. In use the generator frequency and voltage are allowed to 'float' whilst the optimal generatorpower output is maintained, but adjusting the impedance of the electrical circuit (150) as the wind speed varies.",2009,H02P   9/30; F03D   7/0272; Y02B  10/30; F03D  15/10; Y02E  10/723; Y02E  10/725; F03D   9/00; H02P2101/15; F03D   9/22; F03D   9/25; H02P   9/46
330104169,CN201020160629U,Layering aeration machine,"The utility model discloses a layering aeration machine belonging to the field of sewage disposal device. The layering aeration machine comprises a special floating tube, an aeration power module, a water-collecting tube, a rectifier diffusion device, and a water-proof wiring box. All the parts are connected into an organic integrity; the aeration power module is arranged in the water-collecting tube; the lower part of the water-collecting tube is connected with a guide tube; the lower part of the guide tube is connected with the rectifier diffusion device; the water-proof wiring box is arranged at the upper part of the special floating tube; and the special floating tube floats on the water surface. The rotating pushing force generated by the aeration power module injects water in the water-collecting tube into the anoxic zone at the bottom of water through the guide tube and the rectifier diffusion device, in this way, the water in the anoxic zone moves upwards for being extruded so as to realize water layering. The layering aeration machine can obviously improve water bottom dissolved oxygen and increase temperature, increase the activity of the microorganism at the water bottom, and accelerate self cleaning capacity of the water bottom.",2010,C02F   3/02; C02F   7/00; F03D   9/28; Y02W  10/37; Y02E  10/72; Y02W  10/15; Y02W  10/33
330105271,CN200920261179U,Ocean monitoring buoy-mounted wind power generation supply module,"The utility model discloses an ocean monitoring buoy-mounted wind power generation device, which comprises an ocean monitoring buoy and a storage cell arranged in the ocean monitoring buoy. A wind power generation device is mounted on an upper deck of the ocean monitoring buoy. The wind power generation device comprises a fixed rod fixed on the upper deck of the ocean monitoring buoy, a case in which a power generator is arranged, a rotation mechanism movably connected with the top end of the fixed rod and the case, a wind wheel fixedly connected on the generator rotor and a stern rudder connected on the case and in the direction opposite to the wind wheel. The power generator is electrically connected with the storage cell through wires. The utility model can ensure efficient and steady power supply for the normal running of the ocean monitoring buoy and has the advantages of wide application, wind resistance, low maintenance, full tightness, convenient overhaul, long-term continuous operation and the like.",2009,F03D   9/11; F03D   9/30; Y02E  10/723; F03D   7/00; H02J   7/00; Y02E  10/725
330105921,CN201020216271U,Lightening device floating in air,"The utility model provides a lighting device floating in air. The lighting device comprises a helium gas ball, a power generating unit, a lighting unit and a camera shooting assisting unit, wherein the power generating unit comprises a solar panel, a plurality of wind generators and an electrical energy storage converter; the lighting unit adopts an LED lamp component; the camera shooting assisting unit adopts a camera; and the camera is electrically connected with the electrical energy storage converter. The entirety of the utility model is lifted to air by using the rising buoyancy force of helium gas, a rope is fixed on the ground for relatively positioning and hanging the ball in air at a height of 300 to 500 meters about in a floating manner, remote signals can be received by a remote control receiver of the lighting device so as to enable the solar panel and the wind generators to work and the electrical energy storage converter to store a certain quantity of electricity, and then the electric power of the electrical energy storage converter is used for driving the LED lamp component distributed on the outer surface of the helium gas ball to shine, so as to achieve the lighting effect in the air above cities.",2010,Y02B  10/30; F21S   9/04; F21S   9/03; F21V  33/00; F21V  23/00; Y02B  10/14; F03D   9/00; Y02E  10/725; F21Y 101/02
330107858,CN201020219207U,Interconnection power generating system by using wind energy and solar energy at sea level,"The utility model discloses an interconnection power generating system by using wind energy and solar energy at sea level, including a bearing tool, a wind generator, a solar generator, a transformer and an inverter, wherein the inverter, the wind generator and the solar generator are arranged on the bearing tool, the bearing tool is fixed at sea level, power output ends of the wind generator and the solar generator are connected with the inverter, and an output end of the inverter is connected with the transformer. The power generating system of the utility model is capable of providing a great generated energy by using wind energy and solar energy simultaneously to satisfy people daily life power utilization, simultaneously, coal, nuclear energy and fuel power generation are all replaced completely, such that it is possible to save a large amount of energy sources and prevent accident due to nuclear energy power generation, so as to implement accord development of people and the nature.",2010,H02J   3/38
330116017,US20090865559,Electricity generator,"A wind turbine and generator arrangement comprises a turbine that drives a self-excited induction generator via a shaft and mechanical gearbox. The induction generator includes an electrical circuit that includes a variable capacitance and a variable resistance. The variable capacitance may be constituted by a fixed capacitor and a triac under the control of a controller, or by a bank of capacitors switched by a relay under control of the controller. The variable resistance includes a triac controlled resistor or a bank of relay-switched resistors which constitute heating elements for heating domestic hot water. In use the generator frequency and voltage are allowed to ëfloatí while the optimal generator power output is maintained, but adjusting the impedance of the electrical circuit as the wind speed varies.",2009,F03D  15/10; H02P   9/30; H05B   3/78; F03D   9/00; H02P   9/04; H02P2101/15; H05B   3/00; Y02B  10/30; F03D   7/02; F03D   7/0272; Y02E  10/723; Y02E  10/725; H02P 101/15; F03D   9/22; F03D   9/25; H02P   9/46
330116230,US20090495066,Drivetrain system for a wind turbine generator and method of assembling the same,"A drivetrain for a wind turbine includes a gearbox and a generator. The gear box includes a housing and an output shaft that is rotatably coupled within the housing, wherein the gearbox further includes at least one bearing positioned between the housing and the output shaft. The generator includes a stator coupled to the housing such that the stator is positioned radially inward from the housing, and a rotor coupled to the output shaft such that the rotor is positioned radially inward from the stator.",2009,F16H   1/46; B63H   1/00; F01D  25/00; H02K   7/102; H02K   7/116; F03D  80/70; H02K   1/28; B23P  11/00; F16D  55/08; A47C  21/04; F03D   9/00; F03D  80/88; F05B2260/40311; F16H  57/10; H02P   9/04; Y10T  29/49826; Y10T  74/19637; F03D  11/02; F03D  15/00; F03D  15/10; F05B2260/902; F16D  51/00; H02K   7/1838; Y02E  10/725
330116233,US20090867759,Shrouded turbine blade design,"The use of a shroud surrounding turbine blades to enhance the energy output creates a distribution of wind speeds in the plane of the blades. A unique class of such shrouds previously patented by the author creates zones of higher velocity near the tips. In order to take advantage of this new distribution of velocity, new principles of propeller design are required. One of the designs involves increasing the P/D ratio and the PHI in the outer portion of the blades. This solution works for liquids and gases.",2009,F03D   1/06; F03B   3/121; Y02E  10/223; F03B   3/12; F03D   1/065; F05B2240/301; F05B2270/20; F03D   1/04; F05B2240/97; F05B2250/70; B63H   1/16; F05B2250/20; F05B2240/13; Y02E  10/721
330116244,US20090491520,Transversal conduction lightning protection system,"A lightning protection system for a wind turbine blade or aircraft wing includes a glass-reinforced fiber or carbon-reinforced wind turbine blade or aircraft wing having a tip region, a suction side, a pressure side, a leading edge and a trailing edge. A substantially planar sheet of conductive or semi-conductive material is disposed internal to the blade tip region or wing tip region and between the suction side and pressure side. The sheet operates during a lightning discharge to form an electric field control mechanism causing the lightning discharge to attach to the tip region. The sheet is in electrical communication or galvanic connection with a conductive or semi-conductive path such that the electric field control mechanism and the path together operate to protect the wind turbine blade or aircraft wing from damage caused by the lightning strike in the tip region of the wind turbine blade or aircraft wing by controlling an electric field in the tip region caused by the lightning strike.",2009,F01D  11/00; Y02T  50/672; B64D  45/02; F03D  80/30; B63H   1/26; F03D   9/00; Y02E  10/72; H02G  13/00
330118545,US20100820194,Method and a system for controlling operation of a wind turbine,"A method and a system for controlling operation of a wind turbine are provided. The method includes determining at least one failure mode relating to one or more components of the wind turbine, estimating a remaining lifetime of the component under current operating conditions, determining one or more control schemes to control the operation of the wind turbine in order to adjust the remaining lifetime of the component to a desired remaining lifetime of the component, determining a power production yield for the determined one or more control schemes and selecting a determined control scheme for controlling the operation of the wind turbine that maximizes the power production yield.",2010,F04D  27/02; G05B  13/024; F03D   7/042; F03D  17/00; F04D  29/00; F05B2270/32; G06Q  10/0637; Y02E  40/76; F03D   9/00; Y02E  10/723; F05B2270/321; F05B2270/334; G06Q  10/00; B64C  11/00; F03D   7/0292; F05B2270/332; G05B  23/0283; G06F  17/40; Y02P  90/86; Y04S  10/545; B63H   1/00; F05B2270/109; G05D   3/12; G06Q  10/20; Y02E  10/726
330245773,CN201020153476U,Special engineering ship for integral transportation and installation of offshore wind turbine,"The utility model relates to a special engineering ship for the integral transportation and installation of an offshore wind turbine. The engineering ship at least comprises a flat plate ship body, wherein a fork connection device or a manipulator with multi-directional degree of freedom is arranged on the flat plate ship body in a sliding manner; a fork head is arranged at the end part of the fork connection device or the manipulator; the dimension of the neutral position of the fork head is matched with that of the tower of a wind turbine; a threaded hole capable of being connected with an apron of the wind turbine is formed on a fork prong of a fork; a self-lifting system and bottom-supported equipment are also arranged on the flat plate ship body; the fork connection device including a support is arranged on a T-shaped or cross-shaped slideway and driven by a hydraulic device; vertical chutes are formed on two side walls of the support; the fork head is arranged in the chute in a sliding manner and hauled by a hauling rope; the neutral position of the fork head is U-shaped; and the arc diameter of the neutral position is matched with the external diameter of the thickened part of the wind turbine tower. The utility model has much significance on the development and construction of large scale offshore wind farms without consideration of hoisting.",2010,B63B  27/00
330255151,CN201020142075U,Resistance type vertical axis wind mill synergistic device,"Disclosed is a resistance type vertical axis wind mill synergistic device, which belongs to the field of design, manufacture and application of wind mills, and is used to obviously improve the aerodynamics performance of a resistance type wind mill; an additional device that can rotate with wind is added at a headwind side of the existing resistance type wind mill, which is a contraction-expansion pipeline actually, an air suction port is disposed at the inner side of a throat part, when the wind blows, the produced Venturi effect forms a negative pressure zone at the air suction port to cause low pressure of the headwind side of the wind mill, thereby greatly reducing the operative resistance; and the rotary speed of the wind mill as well as the torque are increased, thereby obviously increasing the power coefficient of the wind mill. The utility model has advantages of simple structure, low manufacturing cost and convenient implementation; and can run at the low wind speed zone more efficiently, can also run safely under higher stopping wind speed conditions, and can reveal more advantages in strong wind, so the annual power generation is obviously increased. The utility model can also be applied in oceanic currents and tide environment by combining the wind mill.",2010,Y02E  10/74; F03D   3/04; Y02P  70/523
330266959,KR20090035365,A WIND POWER STATION USING A RETIRED SHIP,"PURPOSE: A wind power station using a retired ship, which prevents the charging of additional costs, is provided to improve wind power generation efficiency. CONSTITUTION: A wind power station using a retired ship comprises a retired ship(10), an anchoring part(20) and a plurality of wind power generation modules(30). The retired ship is arranged in to be floated on the sea. The anchoring part fixes the retired ship on the specific location of the sea. A plurality of wind power generation modules is arranged on the deck of the retired ship.",2009,F03D   9/00; B63B2035/446; B63B  35/44; F03D   9/34; Y02E  10/725; F03D   1/02; F05B2240/95; F03D   9/11
330271372,KR20090040246,wind power generator using lift force,"PURPOSE: A wind power generator using lift force is provided to maximize balance stability of a horizontal generating unit by the generation of a rotating inertia due to high speed rotation of a permanent magnet wheel. CONSTITUTION: A wind power generator using lift force comprises a base(10), a support(13), a roller(14), a lift force floater(15), and a horizontal generating unit(20). The base comprises a vertical shaft(11). The support comprises a rotational plate installed in the vertical shaft. The roller is installed on the support. The lift force floater is formed at the leading end of the rope. One or more horizontal generating units are installed between the ropes. The horizontal generating unit generation power by induction current which is generated by the rotation of vanes.",2009,F03D   9/00; F05B2240/211; F03D  11/00; F03D   3/02; Y02E  10/74
330272426,KR20090041203,The power generation device and it's method which a wind and current was used,"PURPOSE: A power generation device using wind and tidal current is provided to produce a large amount of electrical energies by accumulating the torque of several tens or hundreds of propellers to one. CONSTITUTION: A power generation device using wind and tidal current comprises a barge(100), a propeller(120), a pump(130), an intake pipe(140), a water supplying pipe(150), a water mill, a generator(160), and a capacitor(170). The propeller is vertically installed on the upper part and the lower part of the barge. The pump is connected to a shaft(110) of the propeller and is placed on the barge. The intake pipe is located on the lower part of the pump. The water mill and the generator are connected to one side of the water supplying pipe.",2009,Y02P  80/158; Y02E  10/70; Y02E  10/725; F03B  13/264; F03D   9/00; F03D   9/008; F03B  17/06; B63B  35/28; F03B  13/00; F05B2220/32; F05B2260/42; Y02E  10/28
330275819,KR20090114207,ARRANGEMENT FOR CONVERTING FLUID ENERGY INTO ROTATIONAL ENERGY,"PURPOSE: An apparatus for converting fluid energy into rotational energy is provided to ensure environmentally-friendly use without the production of carbon dioxide. CONSTITUTION: An apparatus for converting fluid energy into rotational energy comprises a support frame(102) which is installed on the ground or a float(101), a water-mill type rotator(100) which rotates around a rotary shaft(120) installed in the support frame, and an endless track rope(10) which is installed around the exterior of the rotator and moved by a plurality of fluid receivers(20) which are installed at regular intervals in the specific direction according to the flow of fluid to rotate the rotator. The rotator includes disk-type side plates and a plurality of rotary blades which are installed between the side plates and have a curved chain groove on the upper center portion, and converts the kinetic energy of a fluid delivered through the endless track rope into rotational kinetic energy by the rotation of the rotary shaft.",2009,F03B  17/064; F03B   9/00; Y02E  10/28; Y02P  70/527; F03B  17/06; F03D   5/02
330276535,KR20100043974,SYSTEM-BLOCK AND CONSTRUCTION METHOD USING THE SAME,"PURPOSE: A system block for a marine wind generator support structure and a construction method using the same are provided to reduce construction time and cost by minimizing work in the site on the sea. CONSTITUTION: A system block for a marine wind generator support structure comprises a bottom block(10), a middle block(20), and a top block(30). The bottom block has female or male fitting portions on the upper side and final insertion portions(12) which are vertically bored between the fitting portions, and is placed on the bottom of sea. The middle block has complementary fitting portions on the lower side to be coupled to the fitting portions of the bottom block, vertically bored middle insertion portions(22) corresponding to the final insertion portions of the bottom block, and female or male fittings on the upper side, and is placed on the top of the bottom block. The top block has complementary fittings on the lower side to be coupled with the fittings of the middle block and vertically bored initial insertion portions corresponding to the middle insertion portions, and is placed on the top of the middle block to be located above the sea surface.",2010,E02B  17/00; E02B  17/02; E02B2017/0091; E04H  12/00
330382532,CA20092675044,EFFICIENT BLADE ORIENTATION OF AN IMPELLER OR PROPELLER,"Efficient impeller or propeller wherein at least one blade in a set of blades on a hub of said impeller is oriented with respect to the tilted plane rotated clockwise or counter clockwise in an axis perpendicular to the longitudinal axis of said impeller. At least one blade in a set of blades of the multi-set impeller may have the same or different sizes or the same or different tilted plane angle compared to at least one blade of the adjacent set or the blade of one set may have the same or different angle as viewed from the second end of the impeller from a reference plane along the longitudinal axis of the impeller compared to the angle of at least one blade of the adjacent set. The invention also includes: blade arrangement for multi-set impeller, inner hub length variations, and hub shapes for better efficiency and utility.",2009,F04D  29/181; F05D2250/70; Y02E  10/721; B63H   1/26; F03B   3/12; Y02E  10/223; B64C  11/16; F04D  29/38; F03B   3/121; F04D  29/384; F03D   1/06; F03D   1/0608
330385814,US20100818315,Method and apparatus for controlling noise levels of a turbine with minimal loss in energy yield,A method for controlling a tip speed of a blade of a wind turbine. The method includes determining the wind speed proximate the wind turbine; maintaining a first substantially constant rotational speed of the tip of the blade during variable wind speeds above a first predetermined nominal wind speed and below the second predetermined nominal wind speed; maintaining a second substantially constant rotational speed of the tip of the blade during variable wind speeds above a second predetermined nominal wind speed. The noise generated by wind at the second predetermined nominal wind speed is greater than noise generated by the blade at the second constant rotational speed of the tip of the blade.,2010,B63H   3/00; Y02E  10/721; Y02P  80/30; F03D   7/0276; F05B2260/96; F05B2270/304; F05B2270/32; F05B2270/333; F03D   7/043; F05B2260/80; F03D   9/00; F05B2270/328; H02P   9/04; Y02E  10/723; Y02E  10/726; F03D   7/0224; F05B2270/327; F05B2270/335
330385823,US20090499107,Horizontal axis wind turbine with rotatable tower,"A horizontal axis wind turbine with rotatable tower including nacelle and blades. The tower, the blades, and the nacelle are rotatable by following the shift of wind direction so as to align the blades to be facing with the wind direction for enhancing performances thereof. Also can eliminate the gearbox, as compared to the conventional horizontal axis wind turbine that the nacelle is not completely fixed with tower, the present invention is easy to manufacture with reduced costs.",2009,Y02E  10/723; F03D  13/20; F05B2250/141; F03D  80/70; F03D   7/0204; F05B2240/93; Y02E  10/726; Y02P  70/523; F03D   9/00; F03D  11/04; Y02E  10/727
330385826,US20080743307,Floating wind power apparatus,"The present invention concerns a floating wind power apparatus with a floating unit and at least three rotors supported in rotor housings, placed on separate towers with a longitudinal central axis. The towers are attached in the floating unit and the rotor housing, and the floating unit may yaw to direct the rotors in relation to the wind. At least one rotor is a downwind rotor, and at least one rotor is an upwind rotor. The towers are placed at an inclined angle in relation to the rotors.",2008,B63B2035/446; E02B2017/0091; F03B  13/00; F05B2240/95; B63B  39/03; Y02E  10/727; F03D   9/00; F03D   9/257; F03D  13/25; B63B   1/107; B63B  21/507; F05B2240/93
330422012,DE20091026131,"Braking assembly of wind turbine power plant, includes guide component fitting into recess such that floating brake yoke slides upon it","The assembly includes a brake carrier (21), a guide component (19) and a floating brake yoke (22) with a pair of brake shoes (26, 27). The guide component fits into a recess (31), such that the yoke slides upon it. In novel design, the guide component has spaced, penetrating holes (32) through which fastenings (20) extend. These hold the guide component rigidly on the brake carrier. The fastenings are introduced from the side of the guide component facing away from the yoke.",2009,F16D  55/226; F16D2125/64; Y02E  10/723; F05B2260/902; F03D   7/0248; F16D  65/18; F16D2121/14; F03D   7/02; F03D  11/00; F16D  65/095
330443444,NO20090002237,Anordning og fremgangsmate for understottelse av en vindturbin eller lignende,"En anordning (1) for plassering p en havbunn (3) under en vannmasse (2), for underst¯ttelse av en innretning for produksjon av elektrisk kraft fra vind, omfatter en s¯yle (6; 6') med en f¯rste ende med tilkoplingsmidler (8) som rager over vannmassen nÂr anordningen er installert p havbunnen. Ved et parti som befinner seg under vannmassens overflate nÂr anordningen er installert p havbunnen er s¯ylen tilknyttet tre ben (5a-c), der bena ved en andre ende er tilknyttet respektive fundamenter (4a-c) utformet for installasjon p og overf¯ring av krefter til havbunnen. Hvert fundament (4a-c) omfatter et kammer (11) definert av et plateelement (10) som ved sin omkrets er tilknyttet et skj¯rt (9) som strekker seg nedover fra plateelementet nÂr fundamentet er installert p havbunnen, slik at det dannes et hovedsakelig lukket rom (11') i kammeret. Videre omfatter hvert fundament (4a-c) et ballasteringskammer (12) definert av et nedre plateelement (10) som ved sin omkrets er tilknyttet et parti (13) av det respektive benet (5a-c) og et ¯vre skott (29) i det respektive benet, og forsynt med midler (27) for tilf¯rsel av ballastvÊske.",2009,E02B2017/0039; E02B2017/0082; F03D  11/04; E02B  17/02; E02B2017/0065; E02B2017/0091; E02D  27/32; E02B  17/027
330443446,NO20090002240,Stabiliserende oppdriftsanordning,"En stabiliserende oppdriftsinnretning (82; 90) for et hult og ustabilt fundament (1) som skal man¯vreres i en vannmasse (W), innbefatter minst en nedre bÊreseksjon (84; 94a,b) forflytebÊring av elementet (1), samt et antall s¯yler (83a,d; 93) som rager i en retning generelt oppover nÂr stabiliseringsinnretningen flyter i vannet. S¯ylene innbefatter ett eller flere hule rom for holding av ballastvann. Fordelaktig innbefatter innretningen moduler, idet hver modul (90a,b) innbefatter en form som er komplementÊr med et korresponderende omrÂde av elementet (1) og med anslagsmidler (91) p elementet, idet innretningen gir flytebÊring for elementet 1.",2009,E02D  27/52; E02B  17/02; E02D  27/425; F05B2240/95; E02D  27/42; F03D  13/22; F03D  13/40; E02D  23/02; Y02E  10/727; F03D  11/04
330443447,NO20090002241,"Havbunnsfundament, samt fremgangsmate for installering av fundamentet","Et fundament (1) for installering p en havbunn (B) under en vannmasse (W), har en bunndel (6), et hovedlegeme (5) og en forbindelsesdel (15) for en bÊrekonstruksjon og/eller en utstyrsenhet, og innbefatter et f¯rste ballastrom (13; 13b) og et andre ballastrom (16; 13a). En del (20') av det f¯rste ballastrommet (13; 13b) har i et omrÂde ved sin ¯vre ende en Âpning (19) mellom det f¯rste og det andre ballastrommet. En kanal (20) strekker seg mellom et omrÂde over det andre ballastrommet (16) og inn i det f¯rste ballastrommet (13). En ledning (18) strekker seg mellom det andre ballastrommet (16; 13 a) og utsiden av fundamentet (1). Oppfinnelsen innbefatter ogs en fremgangsmÂte for samling av fundamentet og en fremgangsmÂte for installering av fundamentet p en havbunn.",2009,E02B2017/0082; E02B2017/0065; E02D  27/425; E02B2017/0039; E02D  27/32; E02D  27/52; F03D  11/04; E02B  17/02; E02D  27/42
330510707,CN201010250569,Control method for eliminating DC harmonic voltage for grid-side converter of double-fed wind power generator,"The invention discloses a method for eliminating DC harmonic voltage for the grid-side converter of a double-fed wind power generator in the case of asymmetric power grid. The method adopts a phase-shift T/4 delay negative sequence fast separation method, which performs positive-negative sequence separation on the voltage and current of the three-phase power grid, wherein the positive-negative sequence separation method has simple calculation which only includes addition, subtraction, multiplication and division, fast response that the positive-negative sequence component can be worked out only in 5 m and small delay which facilitates the design of PI parameters. In order to obtain good control effect, the positive-negative double-dq current control with completely symmetric structure is adopted. Therefore, the positive-negative sequence current instructions are both DC components and the PI regulator can realize floating control.",2010,H02M   1/12
330518066,CN201020201910U,Independently-disassembled offshore wind turbine generator system,"The utility model provides an independently-disassembled offshore wind turbine generator system, which comprises a speed-increasing gear box and a main shaft and is characterized in that: a flanged hydraulic coupling is arranged at one end of the main shaft close to the speed-increasing gear box; the main shaft extends to an inner bore of the flanged hydraulic coupling and is fixed therein; a connecting flange is arranged at one end of the speed-increasing gear box towards the main shaft; the flanged hydraulic coupling and the connecting flange are connected in a detachable manner so that the main shaft and the speed-increasing gear box are relatively fixedly connected with each other in a detachable manner. The independently-disassembled offshore wind turbine generator system has the advantages of simple and reasonable structure, strong practicality, steady and efficient performance. Under the condition of not increasing additional weight and size, the operating efficiency is improved and the labor intensity is reduced.",2010,F03D  11/00; Y02E  10/72; F03D   9/00
330518082,CN201020200206U,Connection structure of pressure tank inside wind power generation cabin,"The utility model relates to a component structure of a cooling system for wind power generation and particularly discloses a connection fixing structure of a pressure tank of a cooling system inside a wind power generation cabin. The connection structure of the pressure tank inside the wind power generation cabin comprises a water pump (6), which is arranged on a bottom plate of the wind power generation cabin and connected with a motor (5) at the upper part via four support screw rods; one side of an L-shaped support plate (1) is fixed on the support screw rods of the water pump via screw nuts and the other side of the support plate is severed as a fixing support plate (2); and a ring-shaped anchor ear (3) is fixedly connected on the fixing support plate (2) to tightly clamp and lock a pressure tank (4). Aiming at the characteristic of wind power application and making the best of limited space inside a power generation cabin, the connection structure of the pressure tank inside the wind power generation cabin has the characteristics of reasonable design, simple structure, convenient installation, and safe and reliable use.",2010,F01P   5/12; F03D  11/00
330747845,EP20100798831,PARTIALLY SUBMERSIBLE WIND TURBINE TRANSPORT VESSEL,NULL,2010,B63B2035/446; F03D  13/25; F03D  13/10; Y02E  10/727; B63B  75/00; B63B  35/44; Y02E  10/721
330748631,FR20100058458,"DISPOSITIF DE SUPPORT D'UNE EOLIENNE DE PRODUCTION D'ENERGIE ELECTRIQUE EN MER, INSTALLATION DE PRODUCTION D'ENERGIE ELECTRIQUE EN MER CORRESPONDANTE.","Ce dispositif (3) de support d'une Èolienne (5) de production d'Ènergie Èlectrique en mer, du type comprenant une embase (7) reposant sur le fond marin (F) et une colonne (9) de support de ladite Èolienne (5) reliÈe ‡ ladite embase (7), est caractÈrisÈ en ce que ladite colonne (9) et ladite embase (7) sont liÈes par une liaison rotulante, autorisant des mouvements d'inclinaison (9) de ladite colonne (9) par rapport ‡ ladite embase (7) dans toutes les directions par rapport ‡ un axe vertical (A).",2010,E02D  27/425; F03D  11/04; E02D  27/42; E02D  27/52; E02B  17/00; E04H  12/34
330748747,FR20100059434,INSTALLATION ET PROCEDE D'EXPLOITATION D'ENERGIE EOLIENNE,"L'invention concerne le domaine des plateformes flottantes et procÈdÈs pour l'exploitation d'Ènergie Èolienne au large. En particulier, l'invention concerne une plateforme flottante (1) ancrÈe ‡ au moins un point d'ancrage (7,7'), comportant une turbine Èolienne (2), et un dispositif de dÈplacement de la turbine Èolienne (2) configurÈ pour dÈplacer la turbine Èolienne (2) en fonction d'un ensemble de paramËtres, dont la direction du vent (V), afin de minimiser les effets de sillage aÈrodynamique, ainsi qu'un procÈdÈ d'exploitation d'Ènergie Èolienne par un ensemble de plateformes flottantes (1), chacune comportant au moins une turbine Èolienne (2) et Ètant ancrÈe ‡ au moins un point d'ancrage (7,7'). Dans ce procÈdÈ, au moins une turbine Èolienne (2) dudit ensemble est dÈplacÈe en fonction d'un ensemble de paramËtres, dont la direction du vent (V), afin de minimiser les effets de sillage aÈrodynamique et maximiser une production d'Ènergie de l'ensemble des turbines Èoliennes.",2010,B63B2035/446; F03D  13/22; B63B  38/00; B63B  39/02; B63H  15/00; F03D   7/048; B63B  35/44; B63H  25/42; F05B2240/96; B63B  21/50; B63B  22/02; F03D   7/02; B63H  25/00; F03D  11/04; Y02E  10/727; F03D  13/25; F05B2240/93; F03D   9/257; F03D  17/00; B63B  21/507; F05B2240/95
330935205,EP20100800110,OFFSHORE ENERGY STORAGE DEVICE,NULL,2010,F03D   9/02; F03D   9/28; F05B2240/95; H02K   7/025; Y02E  10/725; F03D   9/10; F03D  13/25; H02K   7/1853; Y02E  10/727; Y02E  60/16; F03D   3/00; F05B2240/93; H02K   7/18; F03D   9/12; F03D   9/25; F03D   3/005; F03G   3/08; H02K   7/02; Y10T  74/2119
330973500,CN201010265358,Device combined by wind power and current power generation foundation pile,"The invention relates to a device combined by wind power and current power generation foundation piles, which belongs to the technology of generator structures and comprises wind power generation foundation piles arranged on the seabed. The device combined by wind power and current power generation foundation piles is characterized in that current power generation devices connected with a wind power generation electric-power transmitting circuit are arranged on the wind power generation foundation piles. The invention is reasonable in structural design; different types of current power generation devices are installed by using the wind power generation foundation piles on the sea while a wind power generation field on the sea is established, which can saves a plenty of construction investment of current power generation foundation piles. Meanwhile, electric power generated by the current power generators can be accessed into the wind power generation electric-power transmission circuit, thus a plenty of laying investment of submarine cables can be saved, and the infrastructure investment can be saved by above 30 percent according to the estimation.",2010,F03B  13/00; Y02E  10/725; F03D   9/25
330975142,CN201010287873,Wind power generation main circuit integrating rectification and unloading,"The invention relates to a wind power generation main circuit integrating rectification and unloading, comprising a rectification and unloading circuit which is composed of a draught fan rectification circuit and a draught fan unloading circuit. In the invention, the rectification circuit and the unloading circuit are integrated, when the voltage of a storage cell is smaller than a float charge voltage point, the alternating voltage of the draught fan is rectified by the rectification and unloading circuit and the storage cell is charged; when the storage cell is in an overvoltage state, unloading is realized by controlling breakover of a field effect tube in the rectification and unloading circuit. The invention reduces use of components, simplifies the structure of the circuit and lowers the cost of the controller.",2010,H02H   7/18; H02J   7/00
330983290,CN201020200021U,Fan base structure of offshore wind power station,"The utility model discloses a fan base structure of an offshore wind power station, which comprises a plurality of pile foundations. The upper end of the pile foundation is connected with a reinforced concrete bearing platform; a transition section is fixedly installed on the upper surface of the reinforced concrete bearing platform, and a buffering pad is arranged between the reinforced concrete bearing platform and the transition section. An anti-collision bridging plate, an anti-collision fender and berthing facilities and the like can be arranged at the side surface of the reinforced concrete bearing platform. The fan base structure is the composite structure formed by a high pile bearing platform and a lower-part supporting transition section of the fan, and adopts the reinforced concrete bearing platform to enhance the overall rigidity of the pile foundation and improve the anti-collision performance of the fan base. Compared with other offshore fan base structure of the prior art, the fan base structure has advantages of high safety performance, convenient construction, small construction risk, and easy-realizing leveling of the fan base structure.",2010,E02D  27/12; E02D  27/14; E01F  15/14; E02D  27/44
330984053,CN201020266817U,Offshore wind power generation system,"The embodiment of the utility model discloses an offshore wind power generation system, which comprises an impeller, a hub guiding cover, a tower column and a cabin, wherein the cabin comprises a front main cabin and a rear cooling cabin that are isolated from each other; a radiator is arranged in the rear cooling cabin; the impeller is arranged in the hub guiding cover; a first sealing piece leading the air in the hub guiding cover to flow out unidirectionally is arranged between the impeller and the hub guiding cover; the hub guiding cover is arranged on the cabin; a second sealing piece leading the air in the cabin to flow out unidirectionally is arranged in the middle of the hub guiding cover; the cabin is arranged on the tower column; a third sealing piece leading the air in the cabin to flow out unidirectionally is arranged between the tower column and the cabin; an air inlet is arranged on the tower column; and a salt mist filter used for filtering salt mist is arranged at the air inlet.",2010,B01D  46/00; F03D  11/00; F03D   1/06; F03D   1/04; F03D   9/00; Y02E  10/723; F03D   7/04; Y02E  10/721; Y02E  10/725
330984059,CN201020148665U,Speed-increasing gear box for high-power wind power generator,"The utility model discloses a speed-increasing gear box for a high-power wind power generator, which is in a power-transmission structure with a two-stage planetary gear train and parallel output gear shafts. The speed-increasing gear box comprises a box body, an input planetary gear train, a secondary planetary gear train, an output gear train and a lubricating system, wherein the box body is divided into a front tank body, a middle tank body and a back tank body, and the back tank body comprises an upper tank body and a lower tank body; inner gear rings in the two planetary gear trains are respectively and fixedly connected between two adjacent divided box bodies, an input planetary carrier is positioned and connected to the end of a pipe shaft through a flange, sun gears in the secondary planetary gear train are both floated and sheathed on the periphery of the pipe shaft, the sun gear of the input planetary gear train and the planetary carrier of the secondary planetary gear train are meshed with each other through a spline so that the power transmission of the input planetary gear train and the secondary planetary gear train is realized, and the lubricating system utilizes an oil pump for carrying out forced lubrication to each bearing through lubricating oil. Therefore, the speed-increasing gear box has the advantages of lighter weight of the box body, convenient disassembly, easy replacement of an output gear shaft, higher reliability and longer service life.",2010,F03D  15/10; F16H  37/041; F03D  80/70; F16H  57/08
330990951,US20090922217,Device for adjusting the angle of attack of a rotor blade of a wind power plant,"The invention relates to a device for adjusting the angle of attack of a rotor blade of a wind power plant, comprising a flexible clad drive train that can be moved by a driving wheel, wherein the rotor blade can be rotated about the longitudinal axis thereof by said drive train in opposite directions. According to the invention, the clad drive train can be moved only in a single plane perpendicular to the rotational axis of the driving wheel and engages on a pivot bearing ring forming an end piece of the rotor blade, and the driving wheel is connected to a motor/transmission unit, which is mounted on the hub of the rotor blade, for the individual adjustment of the rotor blade.",2009,B63H   3/08; Y02E  10/723; Y02E  10/721; F05B2260/504; F03B   3/14; F03D   7/0224; F05B2260/79
331343063,CN201010512305,Offshore energy collection tower,"The invention discloses an offshore energy collection tower. A buoyancy tank is arranged in a tower frame; pressure bearing wheels are arranged at the joints between the periphery of the buoyancy tank and the tower frame; a worm shaft is arranged at the upper end of the buoyancy tank; a worm is arranged at the upper end of the worm shaft; a middle bracket is arranged at the middle part of the tower frame; an upper bracket is arranged at the upper end of the middle bracket; a plurality of turbo wind power generator combined groups are arranged on the upper bracket; a front transmission bull gear and a rear transmission bull gear are arranged at the upper end of the middle bracket; transmission worm gears matched with the worm are arranged on a same shaft at the front sides of the transmission bull gears, respectively; a pinion gear is arranged at the outer side of the transmission bull gears; and a generator is arranged at the rear side of the pinion gear. In the invention, the wind power generator groups at the upper end of the tower frame and wave power generators at the lower end form a wind power and water power combined comprehensive offshore generation network; therefore, thenatural resources are systematically and scientifically utilized, networks are established for generation, and benefits are brought to the people.",2010,F03D   9/00; E04H  12/12; H02K   7/10; F03B  13/22; Y02E  10/38; Y02E  10/725; F03B  15/00
331343079,CN200910158160,Floating type wind energy receiving device,"The invention discloses a floating type wind energy receiving device, which comprises a helical air sac and a plurality of pulling ropes, wherein the helical air sac is provided with a double helix surface and contains light gas; the pulling ropes are respectively and vertically distributed along the helical air sac, and are connected to each convex outer surface of the air sac in sequence; the lower end of each pulling end is connected with a driving device used for driving a generator; the double helix surface of the helical air sac can be formed by winding two columnar air sacs which are connected with each other; the double helix surface of the helical air sac also can be formed by orderly pulling the pulling ropes arranged in a cylindrical air sac and relative to the surface; each two pulling ropes are orderly staggered into an included angle to form helical distribution. The floating type wind energy receiving device has the advantages of simple structure, convenient operation and control, lower cost, light weight and high use safety, and can effectively utilize high altitude wind energy.",2009,F03D  11/00; Y02E  10/72; F03D   5/06; F03D   9/00; Y02E  10/70
331352642,CN201020272451U,Offshore renewable energy power station,"An offshore renewable energy power station is built in an offshore plant and is provided with a plurality of offshore platforms arranged in the offshore plant at intervals. A wind-driven generating unit is arranged above each offshore platform to receive wind power on a sea surface to generate electric power, and a sea energy generating system or an offshore manufacturing system can be further arranged on a sea field inside the offshore plant, so that the sea energy generating system and the wind-driven generating unit can jointly output electric power, or outputted electric power of the wind-driven generating unit is directly supplied to the offshore manufacturing system as operating electric power. The offshore renewable energy power station can substantially improve development profits of the offshore plant by the aid of diversified utilization of a base of the offshore plant.",2010,Y02E  10/74; Y02P  70/523; Y02A  20/144; F03B  13/26; F03D   9/00; Y02E  10/38; F03B  13/14; Y02A  20/141; F03G   7/04; F03D   3/00
331362967,US20090920757,"Tip-forming member for a wheel of a hydraulic machine, and wheel and hydraulic machine equipped with such a member",This member (4) can be attached to the crown (12) of a wheel (1) of a hydraulic machine. It is provided with a skin (42) of which a surface (421) is able to be arranged in the continuation of a wet surface (121) of the crown. This member is equipped with at least one fun (43) arranged radially inside the skirt (42) and projecting axially (h) from the skirt (42) in the downward direction.,2009,F03B   3/02; Y02E  10/223; B63H   1/16; B64C  11/00; F03D  11/00; Y02E  10/226; F03B   3/125; F03B  11/04; F05B2260/96
331374642,EP20100802737,"GENERATING ELECTRICAL POWER UTILIZING SURFACE-LEVEL HOT AIR AS THE HEAT SOURCE, HIGH ATMOSPHERE AS THE HEAT SINK AND A MICROWAVE BEAM TO INITIATE AND CONTROL AIR UPDRAFT",NULL,2010,Y02E  10/725; F03D   9/00; F03D   9/39; F05B2260/24; H02K  99/00; Y02E  10/465; Y02E  10/72; F03D   1/04; F03D   9/22; F03D   9/25; F05B2240/131; Y02P  80/24; F05B2220/60; F05B2240/93; F03D   1/02; F03D   9/007; H05B   6/6426; Y02P  80/22; F03D  13/25
331437647,AU20090261799,"Structure for the offshore installation of at least one wind turbine or underwater generator, and methods for transport and offshore installation of at least one wind turbine or underwater generator","The invention relates to a structure (10) for transport and offshore installation of at least one wind turbine or underwater generator. Said structure (10) includes a U-shaped floating hull (11) having lateral arms (11a), each having at least one leg (20) vertically movable by the hull (11) in flotation, and at least one assembly for supporting a wind turbine or underwater generator, consisting of two shuttles (30) opposite each other and each combined with a leg (20) and each having two pairs (60, 70) of arms that are higher and lower, respectively, and pivotably movable around a horizontal axis between a retracted position and an active position tilted against the mast (2) of the wind turbine or underwater generator.",2009,E02B  17/0818; E02B  17/06; F05B2240/95; B63B  35/003; B63B  27/04; E02B2017/0091; B63B  35/00; F03D  13/10; F03D  11/04; F03D  13/40; E02B  17/00; Y02E  10/727
331507458,CN200880115773,Power generation assemblies,"A floating power generation assembly has at least three floating units provided with power generation means and floating in a body of water. At least one of the three floating units is a tension leg platform. The assembly also comprises first anchors secured to a surface beneath the water, and first cables connecting the buoyant body to the first anchors. Second anchors are secured to the underwater surface and connected by second cables to the floating units. The floating units are arranged substantially at the vertices of at least one triangle or quadrilateral.",2008,B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; F03D  13/10; B63B  21/502; F03D   9/257; F03D  13/22; F05B2210/18; Y02E  10/38; F03D  13/25; Y02E  10/727; F03D   9/00; B63B  35/44; F05B2240/93; F05B2240/96
331517274,RO20090000317,FLOATING PLATFORM,"The invention relates to a floating platform employed to improve the quality of water in difficultly accessible zones. According to the invention, the platform is provided with a micro rotary blower (5) entraining the water in the adjacent zone with a view to aerating and mixing water in the aquatic zone, being weather protected by a housing (6), a submersible oxygenation installation (7) with devices for dispersing air into fine bubbles, a water suction pump (9) coupled to a device for forming a spring well (11) which has the role of enhancing aeration and surface mixing processes, as well as an aesthetic role, the energetic autonomy being ensured by a power unit (8) and some plants for the conversion of energy from renewable sources, by some photovoltaic panels (12) and a micro wind turbine (13), as well as some transducers (14) for continuously monitoring water quality connected to a controller (15) protected by a housing (16).",2009,B63B  35/58; C02F   1/00; B01F   7/22; Y02E  10/727
331519126,US20090936264,Wind driven power generator,"A power generator using a floating object and exhibiting further improved power generation efficiency includes a floating object including a floating body arranged to catch wind, a plurality of posture control strings, and a posture control instrument, at least one first control string connected to the posture control instrument, a first control string take-in device arranged to take the at least one first control string into a first base body, a forward/backward movement control device arranged to control forward/backward movements of the posture control strings, a first winding device arranged to wind a proximal send of the at least one first control string, a second control string connected to the posture control instrument, a second control string take-in device arranged to take the second control string into a second base body installed apart from the first base body, and a second winding device around which a proximal end of the second control string is wound. The at least one first control string or the posture control instrument that mounts a communication device is arranged to control a front/rear inclination angle ? of the floating object, and the second control string is reeled out/taken up in accordance with the front/rear inclination to generate electric power.",2009,F03D   9/00; H02P   9/04; Y02E  10/70; Y02E  10/725; F03D   5/06
331521112,US20090511170,Method and apparatus for capturing wind to produce electrical power,A blade system and method of use for a wind turbine to produce electrical power. The system has a vertical rotor shaft coupled to an anchor pad and supports a horizontal blade arm. A blade assembly having a rotatable flap is coupled to the blade arm. The flap captures the wind which causes the rotor shaft to rotate and generates electrical power from an electrical generator.,2009,F03D   3/067; F03D  11/00; F03D   9/00; Y02E  10/74; F05B2240/218; F03D   3/06
331638461,DE20091040648,"Floatable off shore-wind power plant, has constructional unit arranged at floatable body and comprising poles, at which rotor is supported in rotatable manner, where poles comprise drop-shaped cross sectional contour","The plant (1) has a constructional unit arranged at a floatable body (2) and comprising poles (3), at which a rotor (4) is supported in a rotatable manner. The rotor drives a generator (5), and the poles comprise a drop-shaped cross sectional contour. The cross section of the poles is designed in a foldable symmetrical manner, and folding axes run parallel to a rotation axis of the rotor. The floatable body comprises a central tube, which is surrounded by an elliptical sleeve under formation of an intermediate space, which is filled with foam material.",2009,F05B2240/93; B63B2021/501; Y02E  10/727; F03D   1/02; F03D  13/25; F03D  11/04; F05B2240/95
331679653,JP20090133756,METHOD AND DEVICE FOR SUPPRESSING RISE IN POTENTIAL OF STEEL TOWER LEG,"<P>PROBLEM TO BE SOLVED: To provide a low-cost method and a device for suppressing a rise in potential, surely suppressing the rise in the potential of a tower leg by a simple structure such that a loop conductor or a tabular conductor is connected to the periphery of the anchor portion or base portion of the steel tower leg. <P>SOLUTION: In a structure including the base portion 20 buried in the ground and the anchor portion 11 fixed to the base portion 20, the loop conductor 30 or the tabular conductor is connected to the surface of the anchor portion 11 or the surface of the base portion 20, and induced current in a direction canceling lightning current flowing onto the ground from the steel tower leg through the anchor portion 11 or the base portion 20 is conducted to the loop conductor 30 or tabular conductor. Thereby, it is possible to suppress a steep rise in the potential of the steel tower leg 10. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,F03D  11/04; Y02E  10/72; H02G  13/00
331695235,CN201010115052,Method for constructing bridge deepwater foundation steel pile casing,"The invention discloses a method for constructing a bridge deepwater foundation steel pile casing, which relates to a construction scheme of a floating transportation and boat type floating platform positioning system and an air pressure raising and reducing method of the bridge deepwater foundation steel pile casing. The method comprises the following two steps of: after transporting the steel pile casing to a pier position by floating, performing precise planar positioning on the steel pile casing by an adjusted boat type floating platform positioning system; and inflating the steel pile casing by an air compressor to jack the steel pile casing. In the method, a formed steel pile casing is transported in position by floating, the steel pile casing is submerged by the air pressure raising and reducing method, and the self-weight of the steel pile casing and an anchorage system of the floating platform ensure that the verticality of the steel pile casing and a central plane position of the steel pile casing and a pile foundation can meet the precision required by design and construction. The construction method of the invention is suitable for the construction of deepwater pile foundation engineering under the conditions that river beds are inclined uncovered rocks and the like on which fixed drilling platforms cannot root, or lakes, reservoirs (comprising tidal rivers) and the like have the water depth of less than 60 meters and the common wind power of lower than 5 grade.",2010,E02D   5/66
331695438,CN201010549208,Sea wave energy storage and power generation device,"The invention discloses a sea wave energy storage and power generation device. The device comprises a base, a caisson, a gear disk set, a floating and thrusting set, a power gear unit, a cylinder set, a gas storage barrel, a pneumatic power set and a generator, wherein a power generating mechanism for converting floating force of sea water and thrust force of sea wave into power is mainly utilized; the caisson which is immersed in water is arranged below the base; a gear disk positioned on a track is arranged on the caisson; the bottom of the gear disk is correspondingly and fixedly provided with a thrusting plate and a floating cylinder; the thrusting plate is positioned by using a supporting rod and the gear disk, so that the floating force and the thrusting force of the sea wave are utilized to thrust the floating cylinder and the thrusting plate, the gear disk is thrust by the thrusting plate to actuate, and the gear unit is driven by the gear disk; thus the cylinder set is drivenby the gear unit and the high-pressure gas in the cylinder set is introduced into the high-voltage gas storage barrel, so that the pneumatic power set is thrust by the high-pressure gas, the kinetic energy is transferred to the generator, and the produced power is transmitted by the generator; and the kinetic energy is converted into electric energy by gathering the thrusting force brought by thenatural resources.",2010,Y02E  10/38; Y02E  10/72; F03B  13/24; F03D  15/10; F03B  13/14; F03B  13/22; F03B  13/182; F03B  17/02; F03D   9/008
331728092,JP20090147967,REDUCTION GEAR FOR PITCH DRIVING OF WIND POWER GENERATION,"PROBLEM TO BE SOLVED: To prevent fretting abrasion in a connecting portion of a shaft at a driving source side and an input shaft of a deceleration mechanism, while suppressing leakage of a lubricant.SOLUTION: A reduction gear G1 for pitch driving of wind power generation has a driving source 16 of the reduction gear G1 and the deceleration mechanism 18 decelerating rotation of the driving source 16. The deceleration mechanism 18 is lubricated with grease. The shaft 30 at the driving source side and the input shaft 32 of the deceleration mechanism 18 are fastened with a float connection in which they are connected with each other, having backlash in a radial direction, and a portion 36 fastened with the float connection is lubricated with oil enclosed in airtight space.",2009,F16H   1/32; Y02E  10/723; Y02E  10/722; F03D   7/04
331733227,JP20090149812,FLOATING OFFSHORE WIND TURBINE,"PROBLEM TO BE SOLVED: To reduce fatigue damage by increasing the power output of a rotor such as the amount of power generation in a floating offshore wind turbine having a plurality of wind turbines.SOLUTION: This floating offshore wind turbine includes: a floating body; a plurality of wind turbines WTG1-WTG9; a movable mooring mechanism which moors the wind turbines on an ocean while maintaining the relative positions of the wind turbines and can change the relative positions of the wind turbines; and a control unit which controls the drive of the movable mooring mechanism based on the wind direction measured by an anemoscope to change the relative positions of the wind turbines in such a manner that the total number of the rotors entering the wake flow of the other rotors decreases. The movable mooring mechanism is constituted, for example, by a mooring cable and a winding device. The relative positions of the wind turbines are changed by providing a floating body for each wind turbine and moving the mooring position of the floating bodies, or by providing a plurality of wind turbines for a single floating body and causing the floating body to yaw.",2009,Y02E  10/727; F05B2240/95; Y02E  10/721; F03D   1/02; F03D   9/00; Y02E  10/723; F03D   7/04; F03D   7/048; B63B  21/50; F03D  13/25; F05B2240/93
331747944,GB20100021031,Wave energy converter,"A wave energy converter which can be operated in a generation mode for converting wave energy into electricity or a damping mode in which wave motion is reduced more than in generation mode and the amount of wave energy converted into electricity is less than in generation mode. The converter has at least one float 1 for immersion in waves 20 connected to an armature 2 of a generator and a controller 30. Preferably the damping mode actively moves the float relative to the generator stator by using the generator as a motor. The wave energy converter may be used on a floating marine platform, such as a floating wind turbine, where the damping mode is used to reduce the motion of the platform. Also described is a method of boarding a marine platform by using the wave energy converter in the damping mode to aid boarding.",2010,F05B2220/707; Y02E  10/725; F03B  13/20; F03B  13/1855; Y02E  10/727; B63B  39/10; E02B   3/062; F03D   9/008; F03D  13/25; F05B2240/93; F05B2270/18; F03D   9/00; F03B  13/1845; E02B   3/06; F03B  13/18; Y02E  10/38; B63B2035/4466
331960586,CN201010519989,Fan integral installation rotating holding mechanism,"The invention discloses a fan integral installation rotating holding mechanism which is used for a sea fan installing platform and comprises a bearing beam, a plurality of suspenders, a cradle, a plurality of holding device, a torsion device, a transverse vernier device and a longitudinal vernier device, wherein the bearing beam is arranged between two upright posts of a portal frame, provided with a center circular ring in the middle and can move up and down along the two upright posts; the suspenders are arranged at the lower end of the center circular ring; the cradle is suspended at the lower end of the center circular ring through the suspenders; the holding devices are distributed on the cradle along the circumferential direction; and the torsion device, the transverse vernier device and the longitudinal vernier device are arranged between the cradle and a connecting frame and used for driving the cradle to rotate or horizontally move. The invention can conveniently realize the alignment of a tower cylinder center and a connecting flange bolt hole under the state of holding a tower cylinder below a fan; after the installation and the construction are finished, the rotating holding mechanism is opened, the fan can be separated, and the installing platform can drive away from the fan.",2010,Y02E  10/727; B66C   1/108; F05B2240/95; F03D  13/40; B66F  11/00
331962234,CN201010512902,Offshore wind power/frequency control method,"The invention provides an offshore wind power/frequency control method. An offshore wind power station is combined with a pumped storage power station to form a complementary operation system; a control system is used for regulating the moment output in the wind power station and the pumped storage power station according to a wind power station power forecast curve, a local daily load curve, a system parameter, and the like to meet the local load requirement; at the same time, the wind power station uses a hydrogen production device as the change load; and an electronic load regulator is used for switching the hydrogen production device to different extents according to the unnecessary electricity of the wind power station at various moments.",2010,Y02E  10/22; Y02P  70/523; F03B  13/06; Y02E  10/226; Y02P  70/525; F03D   7/00; F03B  15/00; Y02E  10/723; Y02E  60/17
331965397,CN200880128194,Device for changing a pitch of a blade of an impeller/propeller and a fan comprising the device,"A device for changing a pitch of a blade of an impeller/propeller is disclosed. It comprises at least one linear actuator. A first bearing is mounted to a non rotary mechanical element with the first portion, and a second bearing is mounted to the second portion, allowing a relative axial movement between the first bearing and second bearing. The first bearing is mounted between a supporting structure of the rotor shaft and the non rotary mechanical element, allowing a relative rotation between the supporting structure and the at least one linear actuator. The second bearing is mounted between the second portion and a lever means having a rotary point at the supporting structure. When operating the at least one linear actuator, the second portion is moved axially, leading to an angular movement of the lever means causing a change of the pitch of a blade, and when operating the at least one linear actuator, a force is generated that acts upon the non rotary element, so that the rotor shaft is unaffected by the force. Also, a fan comprising the device is disclosed.",2008,F05B2260/76; F05B2260/79; F05B2270/602; B63H   3/00; F05B2270/604; Y02E  10/723; B64C  11/32; F05B2270/606; B63H   3/04; F04D  29/36; F03D   7/02; F03D   7/0224
331969125,CN201020285828U,Special installation vessel for marine intertidal wind power generating set,"The utility model relates to a special installation vessel for a marine intertidal wind power generating set, belonging to the civil construction project industry of the building industry. The special installation vessel for the marine intertidal wind power generating set consists of a guide frame (1), a marine crane (2), a vessel body (3), two tail adjusting water chambers (4), two No.2 ballast tanks (5), two No.6 anchor cabins (6), an oil fuel tank (7-1), a freshwater tank (7-2), two No.1 ballast tanks (8), two head adjusting water chambers (9), a main deck (10), a deck A (11) and a deck B (12). The special marine crane which is high in lifting capacity and lifting height is designed by the utility model and is connected with the vessel body in a welding way, so that a crane ship has self-lifting function and meets the requirements of the base pile foundation construction and the fan lifting construction; and the installation vessel solves the problem of the high draught requirement of an intertidal zone to the vessel, thus greatly saving the construction cost.",2010,B66C  23/18; Y02E  10/727; B63B  35/00
331970259,CN201020236591U,Basic structure of offshore wind-power-station fan,"The utility model discloses a basic structure of an offshore wind-power-station fan, which comprises a steel pipe pile. The lower end of the steel pipe pile is inserted into the seabed; a wing-shaped structure is arranged at the outer periphery of the steel pipe pile inserted under the seabed, and the upper end of the steel pipe pile is connected with a transition section. Through the wing-shaped structure, the contact area between the steel pipe pile and the soil is increased, and the shortcomings that the horizontal stiffness of the ordinary steel pipe is relatively low and the seabed with poor geological condition can not meet requirements on horizontal deformation for the fan are overcome. The basic structure has large pile-body stiffness, and can provide better horizontal bearing force so as to be suitable for the features of strict horizontal-displacement requirement for the fan base.",2010,E02D  27/44; E02D  27/52; E02B  17/00
331970938,CN200920244023U,Vertical shaft hook-shaped wing lift and drag compatible wind machine,"The utility model relates to a lift and drag compatible hook-shaped wing composition for an off-grid or offshore power generation vertical shaft wind machine, which does not need to yaw against wind and can be automatically started at low wind speed, realize resistance to wind vibration, and work normally in complex wind fields, such as turbulent flow, pendulum wind, oblique lateral wind, up and down upwind, atmospheric shear flow and the like. An opening on one side of a symmetric wing with NACA zero curvature is designed to lead the cross section to be shaped like a fishhook-shaped wing blade, a metal plate is used for producing three-twelve upright folds to be inverted and mounted on the surfaces of an upper wheel hub disc and a lower wheel hub disc, an overlaying line is used for positioning, and a vertical shaft runs through the centers of the upper wheel hub disc and the lower wheel hub disc, the discs and a vertical shaft support seat flange for integral fixed combination, thereby realizing moment resistance and creep deformation resistance without needing to regular replacement. When a hook-shaped wing curved pocket absorbs wind energy with poor resistance in a windward manner, the outer surface of the curved pocket and the relative wind speed action form Joukowski lift, and the two surfaces can simultaneously realize compatibility of lift and drag for forming compound rotary moment, thereby leading the wind machine to be rapidly accelerated to acting rotational speed along with the increase in the wind speed; and the curved pocket can produce reverse torque to brake and decelerate the wind machine and lead the wind machine to tend towards stability when meeting high wind speed or instantaneous gust, thereby being applicable to vertical assembled towers.",2009,Y02E  10/74; F03D   3/00; F03D   3/06
331970964,CN201020507336U,Mounting pedestal of wind-driven generator and wind-driven generator,"The utility model discloses a mounting pedestal of a wind-driven generator and the wind-driven generator. The mounting pedestal of the wind-driven generator comprises: a concrete body and at least more than two foundation bolts, at least more than two foundation bolts are buried in the concrete body. One end of at least more than two foundation bolts is provided with a pad flange which is connected with a tower cylinder of the wind-driven generator, the other end of at least more than two foundation bolts is provided with an anchor flange, both the pad flange and the anchor flange are fixedly arranged on the concrete body. A casing pipe which is used to isolate the foundation bolts and the concrete body is sheathed on the foundation bolts. The utility model also provides a wind-driven generator. In the utility model, the structure of the mounting pedestal of the wind-driven generator is stable, the production cost is low, the mounting perpendicularity of the tower cylinder of the wind-driven generator can be ensured effectively, thereby the operation stability and reliability of the wind-driven generator can be improved.",2010,Y02P  70/523; Y02E  10/72; F03D  13/20
331973586,CN201020153442U,Storage battery power conditioning system,"The utility model relates to a storage battery power conditioning system which is characterized by the inclusion of at least two charge-discharge management systems and a main system monitor. The AC sides of the charge-discharge management systems are switched in parallel in a common bus, and then switched in a high-pressure main bus through a transformer; the DC end of each charge-discharge management system is connected with an accumulator battery that can be controlled to carry out bidirectional conditioning of active power and reactive power with a PCC Point of common coupling formed by the high-pressure main bus and the common bus in the range between the upper voltage limit value and the lower voltage limit value, so as to stabilize the voltage and the frequency at the PCC; and the main system monitor performs information interaction with the charge-discharge management systems through a plurality of CAN interfaces, and controls an external stand-by power supply to supply power to the high-pressure main bus or controls electricity discharge to consume the electric energy output by the high-pressure main bus, so as to stabilize the voltage and the frequency at the PPC. The storage battery power conditioning system of the utility model is easy to implement, saves cost, can be applied to form an independent power supply system with a megawatt wind turbine, and is suitable for power supply in platforms of offshore oilfields and remote areas.",2010,Y02E  70/30; Y02E  10/766; H02J   3/28
331980841,EP20110001206,Blade load reduction for wind turbine,"A wind turbine having a hub (210) rotably attached to a nacelle (200), at least two blades (1, 2, 3) rotationally attach to the hub (210) to allow a change in blade pitch angle (ò 1 , ò 2 ò 3 ) a blade-pitch system (250) for individually controlling the blade-pitch angle (ò 1 , ò 2 ò 3 ) of each blade, a supervisory control unit for issuing a first pitching command, a rotor position sensor (238) generating a rotor-position signal (≤) indicative of the rotor azimuthally position, a rotor-rotational-rate sensor (236) generating a rotor-rotational-rate signal (©) indicative of the rotor rotational speed, and a tower (100) supporting the nacelle (200), comprising a nautical-pitch-rate sensor (230) generating a nautical-pitch-rate signal (ª) indicative of the nautical-pitch-rate of the wind turbine and a computational unit (240, 241) receiving turbine-state signals comprising the rotor-position signal (≤), the rotor-rotational-rate signal (©), and the nautical-pitch-rate signal (ª).",2011,F05B2270/304; F05B2240/95; F05B2270/708; Y02E  10/723; F05B2270/309; F05B2270/331; F05B2200/262; F05B2270/328; F03D   7/02; F03D  13/25; F05B2260/96; F03D   7/0224; F05B2270/1095; F05B2200/11; F05B2240/93; Y02E  10/727
331986952,CA20092728430,SUPPORT STRUCTURE FOR USE IN THE OFFSHORE WIND FARM INDUSTRY,"A support structure for use in the offshore wind farm industry, and a method of manufacturing and installing same, comprising a foundation (4; 4') for installation on a seabed (3) below a body of water (2) and a tower (7) connected to and extending upwards from the foundation and being capable of supporting at least an equipment unit (5). The foundation (4; 4') comprises a bottom slab element (14) and a wall (23, 54) extending upwards from the bottom slab element (14), thereby defining a first cavity (15) for holding ballast (19) and for providing buoyancy during tow-out and installation. The foundation (4; 4') comprises a circumferential skirt (18) extending downwards from the bottom slab (14), thereby defining at least one compartment 17a-c underneath the foundation (4; 4').",2009,F03D  13/10; E02B  17/025; E02B2017/0091; E02B  17/027; F03D   1/00; E02B2017/0039; Y02E  10/727; F05B2240/95; F03D  13/22; Y02P  70/523; E02B2017/0065; F03D  11/04; F03D  13/20
332014764,EP20100808923,PENDULAR SYSTEM FOR TRANSPORTING A CIVIL ENGINEERING STRUCTURE IN AN AQUATIC MEDIUM,NULL,2010,Y02E  10/727; B63B   1/10; B63B   1/107; E02B  17/02; E02B2017/0091; F05B2240/93; B63B  35/003; F03D  13/40; B63B  35/00; F03D  13/10; Y02E  10/726; B63B2035/446; F05B2240/95; E02B2017/0039
332060028,US20090988121,Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines,"A floating wind turbine platform includes a floatation frame that includes at least three columns that are coupled to each other with horizontal main beams. A wind turbine tower is mounted above a tower support column to simplify the system construction and improve the structural strength. The turbine blades are coupled to a nacelle that rotates on top of the tower. The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower or in the top of the tower-supporting column. The floatation frame includes a water ballasting system that pumps water between the columns to keep the tower in a vertical alignment regardless of the wind speed. Water-entrapment plates are mounted to the bottoms of the columns to minimize the rotational movement of the floatation frame due to waves.",2009,B63B  39/03; B63B  39/06; E02B   9/00; E02B  17/02; F03D   9/00; B63B2035/446; F03D   9/25; F03D   9/257; F05B2240/95; H02P   9/04; Y02E  10/725; F03D   7/0204; F03D  13/25; F03D  17/00; E04H2012/006; F03D  80/00; Y02E  10/22; Y02E  10/727; B63B  35/44; E02B2017/0091; F05B2240/93; B63B   1/107; B63B2039/067; E02D   5/74; B63B  35/00; E02B  17/04; F03D  13/10
332060039,US20090919883,Offshore combined power generation system,"A combined offshore system for generating electricity includes of an offshore windmill unit with a generator for extracting power from wind and transferring it into electricity, a electricity export cable connected to the windmill for exporting produced electricity to offshore or onshore consumers, and at least one offshore wave power unit for extracting power from waves. This offshore wave power unit is characterized in that electricity produced by the wave power unit is transferred via the same electricity export cable as the electricity generated by the windmill unit.",2009,Y02E  10/725; F03B  13/14; F03D   9/008; F03D   1/00; F03D   9/255; Y02E  10/38; F03B  13/20; Y02E  10/727; F03B  13/00; F03D  13/25
332071233,US20080864478,Device for changing a pitch of a blade of an impeller/propeller and a fan comprising the device,"A device for changing a pitch of a blade of an impeller/propeller is disclosed. The device includes a linear actuator, a first bearing and a second bearing, allowing a relative axial movement between the first bearing and second bearing. The first bearing is mounted between a supporting structure of the rotor shaft and a non-rotary mechanical element, allowing a relative rotation between the supporting structure and the linear actuator. The second bearing is mounted between the second portion and a lever having a rotary point. Operating the linear actuator leads to an angular movement of the lever causing a change of the pitch of a blade, and when operating the at least one linear actuator, a force is generated that acts upon the non-rotary element, so that the rotor shaft is unaffected by the force.",2008,F03D   7/0224; F05B2270/604; B64C  11/32; F05B2270/606; B64C  11/00; F05B2270/602; B63H   3/04; F04D  29/36; F05B2260/79; F05B2260/76; Y02E  10/723
332202516,JP20100533388,NULL,NULL,2008,F03B   3/12; F03B  13/10; F05B2210/16; F05B2240/93; Y02E  10/28; Y02E  10/727; F03B   3/126; F03B  11/02; F03D   7/0236; F03D   9/25; Y02E  10/38; F03B   3/10; F03D  13/20; F03D  80/70; F03D   1/04; F03D   1/0633; F03D   9/32; F05B2240/243; Y02E  10/721; F03B  13/26; F03B  17/062; Y02P  80/158; F03B  17/061; F03D   5/00; F05B2250/25; Y02E  10/725
332204013,US20100780967,Vertical axis wind turbine with direct drive generator,"A bearingless floating wind turbine has a tall narrow main support structure with a center of buoyancy located well above the center of gravity to provide stability to the wind turbine while supported for rotation in a body of water, a vertical axis turbine blade extends from the main support structure and rotates together under a wind, and a non-rotating shaft extends through the main support structure with a vertical axis direct drive generator connected between the main support structure and the non-rotating shaft to produce electricity when the main support structure rotates. An anchor line connected to the non-rotating shaft prevents the floating wind turbine from drifting in a body of water.",2010,F05B2220/7066; Y02E  10/727; F05B2260/85; F05B2240/61; F05B2220/7068; F05B2260/90; F05B2240/212; F05B2240/95; F03D   3/005; F05B2240/301; Y02E  10/74; F03D   3/04; F03D  13/25; F05B2240/93
332268508,EP20110703504,MAINTENANCE OF AN OFFSHORE WIND FARM MAKING USE OF AN ASSEMBLY OF A FLOATING HARBOUR SHIP AND A PLURALITY OF SHUTTLE VESSELS,NULL,2011,B63B  25/006; Y02E  10/727; B63B  25/00; B63B  35/086; B63B  35/40; B63B  35/00
332273762,CN200980111279,Power generator,"Provided is a power generator using a floating object and exhibiting a further improved power generation efficiency. The power generator (1) is provided with the floating object (2) having a floating body (21) for catching the wind, a posture control string (20), and a posture controller (22), a first control string (30) connected to the posture controller (22), a first control string take-in device (31) for taking the first control string (30) into a base body (3), a forward/backward movement control device (32) for controlling the forward/backward movement of the posture control string (20), a first winding device (33) for winding the distal end portion of the first control string (30), a second control string (40) connected to the posture controller (22), a second control string take-up device (41) for taking up the second control string (40) into a second base body (4) installed apart from the first base body (3), and a second winding device (43) for winding the distal end portionof the control string (40). The first control string (30) is used for controlling the front/rear inclination angle Theta of the floating body (2), and the second control string (40) is reeled out/taken up in accordance with the inclination to generate power.",2009,F03D   7/00; F03D   9/00; Y02E  10/70; F03D   5/06; Y02E  10/725
332273767,CN200980111615,Offshore combined power generation system,"This invention relates to a combined offshore system for generating electricity, comprising of an offshore windmill unit with a generator for extracting power from wind and transferring it into electricity, a electricity export cable connected to the windmill for exporting produced electricity to offshore or onshore consumers, and at least one offshore wave power unit for extracting power from waves. This offshore wave power unit is characterized in that electricity produced by the wave power unit is transferred via the same electricity export cable as the electricity generated by the windmill unit.",2009,F03D   9/00; Y02E  10/727; F03B  13/14; Y02E  10/725; F03B  13/20; F03D  13/25; F03D   9/255; F03D   1/00; F03D   9/008; Y02E  10/38
332277712,PE2002000256U,DISPOSITIVO DE PROPULSION DE UN BOTE,"TAL QUE EL BOTE ESTA CONSTRUIDO DE FIBRA DE VIDRIO, DE MODO QUE PERMITA SU DESPLAZAMIENTO EN AGUAS SIN CORRIENTES, LOGRANDOSE ASI UNA MAYOR CARGA UTIL EN LA EMBARCACION. DICHO BOTE CONSTA DE UNA TURBINA EOLICA QUE ESTA CONSTITUIDA POR: UN ARMAZON DE DOS COLUMNAS Y DOS TRAVESANOS MONTADOS SOBRE BABOR Y ESTRIBOR; UN EJE; Y TRES ROTORES MONTADOS ESCALONADAMENTE SOBRE EL EJE. ADEMAS DICHO BOTE CUENTA CON UN SISTEMA DE TRANSMISION Y PROPULSION; UN SISTEMA DE ESTABILIZACION QUE SIRVE PARA DAR INERCIA Y ESTABILIDAD AL BOTE; UN SISTEMA DE DIRECCION; Y, UN SISTEMA ELECTRICO",2002,Y02T  70/58; F03D   7/06; B63H  13/00
332278041,NO20090002300,Anordning og fremgangsmate for installasjon av vindturbiner,"Oppfinnelsen omfatter en anordning og fremgangsmÂte for installasjon av et turbinblad p en offshore vindturbin, hvor bladet lastes om bord p et installasjonsfart¯y og bringes ut til et installasjonssted, idet installasjonsfart¯yet posisjoneres nÊr et tÂrn til en vindturbin. FremgangsmÂten omfatter  lÂse bladet (7) fast til en installasjonsramme (1) montert p dekket av et installasjonsfart¯y, idet installasjonsrammen er l¯sbart hengslet i en f¯rste ende til dekket nÊr en side av fart¯yet og ved siden av nevnte tÂrn,  reise installasjonsrammen til en vertikal posisjon, feste en styremekanisme til en f¯rste ende av installasjonsrammen, frigj¯re installasjonsrammen fra fart¯yet, reise installasjonsrammen med bladet inntil den er nÊr et nav p vindturbinen, feste bladet til navet, frigj¯re bladet fra installasjonsrammen, og  fjerne installasjonsrammen fra vindturbinen.",2009,F05B2240/95; F03D  13/10; Y02E  10/727; B66C  23/18; F03D  11/04
332278108,NO20090002283,Baeresystem for en offshorekonstruksjon,"Et bÊresystem for en offshorekonstruksjon, sa som en vindturbin, innbefatter en nedre s¯yle (1) som bÊres med sin f¯rste ende p havbunnen (S), minst ett fort¯yningsarrangement (3a,b, 4a,b, 5a,b) som er forbundet med en f¯rste ende av den nedre s¯ylen (1), og ved den andre ende er forbundet med i det minste ett respektivt ankermiddel (6a,b, 7a,b, 8a,b). Hvert fort¯yningsarrangement innbefatter minst en r¯rformet del (12,a,b) som via forbindelsesmidler (18a,b) er forbundet ende mot ende med en fleksibel del (15a,b). Hvert fort¯yningsarrangement innbefatter minst to r¯rformede deler (12a,b) som er tilknyttet den nedre s¯ylen (1) og er anordnet hovedsakelig side om side og via respektive forbindelsesmidler (18a,b) er tilknyttet ende mot ende med to respektive fleksible deler (15a,b), idet hver fleksibel del er forbundet med respektive ankere (6a,b).",2009,E02D  27/50; B63B  21/50; F03D  11/04; E02D  27/42
332280165,DE20101026117,"Offshore installation i.e. wind power plant, has three anchoring elements designed in form of hollow body which is designed to be open at lower side, and outlet opening provided in upper side of anchoring elements","The installation (1) has three anchoring elements (8) provided for anchoring the installation on a seabed, where the anchoring elements enclose an interior and designed to be open at a lower side. An outlet opening is provided in an upper side of the anchoring elements lying opposite to a lower side. Each anchoring element is designed in a form of a hollow body and comprises ribs, which divide the interior of the respective anchoring element into multiple chambers. A suction device is provided for sucking off water from the interior of the anchoring elements. An independent claim is also included for a method for anchoring an offshore installation.",2010,E02B  17/027; E02B2017/0078; E02B2017/0091; F05B2240/95; E02D  27/42; E02D  27/425; E02D  27/52; F03D  13/22; Y02E  10/727
332342092,KR20090061434,NULL,"PURPOSE: A wind generating system for ocean use is provided to enable direction to be easily changed on the ocean since a floating unit, a wind cone, and a rotating unit are integrally formed. CONSTITUTION: A wind generating system for ocean use comprises floating units(2,3), a bottom plate, a horizontal rotating shaft(8), and a propeller. The floating units and the bottom plate are formed on the water. The horizontal rotating shaft of a single post or two posts is formed on the bottom plate and the floating unit. The propeller rotates around the horizontal rotating shaft. Energy is produced by the torque of the propeller.",2009,F03D  13/25; F03D   9/00; F03D  11/04; Y02E  10/72; Y02E  10/725; B63B  38/00; F03D   9/34; F05B2240/93; F03D   9/32; F03D   1/02
332390740,CN201020127931U,Floating type water wind-driven power generation ship,"The utility model discloses a floating type water wind-driven power generation ship, which comprises a ship body, fixing piles arranged in water and a mooring hawser for drawing the ship body; a water pump is arranged in the ship body which is of a sector structure; the two straight sides of the bottom part of the ship body are of an arc shape; the thickness of the starting size of the ship body is smaller than the thickness of the end side; the upper surface of the ship body is provided with a tower frame; the tower frame consists of a plurality of wedge type wind scoopers which are arranged in a row and mutually connected together; the two sides at the back parts of the wedge type wind scoopers are respectively provided with a vertical shaft wind wheel shaft directly driving same wind wheel transmission shaft; the wind wheel transmission shaft downwards extends into the ship body and is connected with the water pump coaxially; a plurality of steel pipes are uniformly arranged inside the ship body; the neighboring steel pipes are mutually communicated by an upper communicating pipe and a lower communicating pipe; the internal spaces of each steel pipe are communicated to form a storage pipeline group; and the spaces between each neighboring steel pipe from a storage pool. The floating type water wind-driven power generation ship has a simple overall structure, does not have complex yawing devices, variable pitch controlling devices and electronic variable current conversion equipment, and has a low technical threshold.",2010,F03D   9/02; Y02E  10/74; F03D   3/02
332394341,US20100861444,Yaw system for a nacelle of a wind turbine and wind turbine,"A yaw system of a wind turbine includes a plurality of motors, each motor being coupled to the nacelle for applying torque to the nacelle; a plurality of controllers, one controller for each of the motors, each controller being configured to control the respective motor and coupled to at least one other controller to transmit operation information thereto; and a yaw system controller configured to transmit control information to at least one controller of the plurality of controllers. At least one of the controllers is configured to control the respective motor based on at least one of the control information and the received operation information from the at least one other controller. Communication between the controllers of the respective motors can allow a faster response of the yaw system to yaw the nacelle according to a change of wind direction.",2010,F03D   7/0204; B64C  11/00; B63H   3/00; B64C  27/00; F03B   7/00; F03D   7/0248; F05B2260/4031; F03D   9/00; F05B2240/40; H02P   9/04; Y02E  10/723
332394447,US20100870399,"Systems, methods, and devices including modular, fixed and transportable structures incorporating solar and wind generation technologies for production of electricity","Disclosed are systems, methods, and devices related to fixed and transportable structures and vehicles utilizing the integration of solar and wind technologies for generation of electricity. The system generates electricity using solar panels (and/or solar thermal units) and wind turbines, stores and converts electricity, and can be located in various locations either as fixed or portable embodiments including on land, on water, underwater, air and space and may also be housed in a structure to provide electricity for various facilities and uses.",2010,F03D   9/007; F03D   9/255; H02J   1/00; Y02B  10/20; F03D   9/11; F24J   2/54; F24S2025/012; Y02B  10/70; F24S  25/11; B63G2008/008; F03D  13/40; F24J   2/52; H02J   3/38; H02S  10/12; Y02E  10/47; F05B2240/142; H02J   9/00; H02S  10/10; B63B2035/4453; F03D   1/00; F24S  25/10; Y02E  10/725; Y10T 307/615; F03D   9/00; F24S2030/16; H02J   7/35; Y02B  10/14
332484103,US20100925751,Pneumatic mechanical power source,"An mechanical power system provides torque without using a heat engine where fossil-fuel engines have conventionally been used, by replacing the fossil-fuel burning engine with a rotary pneumatic motor and feeding pressure-regulated compressed gas to the rotary pneumatic motor. The rotary pneumatic motor can be used anywhere, and requires preferably compressed nitrogen in a non-liquid state. Automotive, marine and electrical generating applications are adaptable, and auxiliary power is available for emergencies where a supply of compressed gas has been exhausted. A screw-type compressor can be electrically powered to supply compressed gas to the pneumatic motor where tanks of compressed gas have been exhausted. An electrical generating power plant includes an array of solar panels for generating direct current (DC) and a DC/AC converter for converting the DC to alternating current (AC) and outputting a portion of the AC via a power plant output port to supply an AC load.",2010,B60K   1/00; B60K   3/00; B60L2200/26; F03D   9/11; F03D   9/25; Y02E  60/15; Y02T  10/7241; B60L   1/003; F15B  13/00; Y02E  10/465; Y02T  10/7083; B60L   8/003; Y02E  10/46; Y02T  10/7066; B60L  50/62; B60K   3/04; B60L  50/15; B60L  50/90; B60L2210/30; H02K   7/18; Y02E  70/30; Y02T  10/7005; F01C  13/00; F03D   9/007; Y02E  20/14; Y02T  10/7077; B60K   1/02; B60L  58/20; F02C   6/16; F03G   6/001; B60K  15/03006; B60L2210/40; Y02E  10/725; Y02T  10/6217; B60K   6/00
332528665,EP20110705393,WIND POWER SYSTEM,NULL,2011,F05B2240/13; F05B2240/95; F05B2260/403; Y02E  10/70; F03D   9/02; F03D   5/02; F03D  13/25; F05B2240/124; F05B2240/93; Y02E  10/727; B63B  21/502; F03D   9/257; F05B2240/14
332577120,EP20110705433,A METHOD OF TRANSFERRING A LOAD BETWEEN A VESSEL AND A WIND TURBINE,NULL,2011,F03D  13/10; Y02E  10/72; F05B2230/61; B63B  27/18; Y02P  70/523
332583787,CN201020230013U,"Solar energy, wind and wave power generating device applying beverage bottles","The utility model relates to a solar energy, wind and wave power generating device applying beverage bottles, belonging to the field of the power generating device applying clean energy, wherein a solar panel rain cover, a generator and a fixing clamp are fixedly mounted on a buoyancy stack by the power generating device; the fixing clamp is welded with a direction fixing tail wing and provided with a bearing of wind blades; a windward direction of the direction fixing tail wing is perpendicular to a rotation shaft of the wind blades; the generator applies a permanent magnetic generator of which a stator has a rotation mechanism; a rotor shaft of the generator is in transmission connection with the rotation shaft of the wind blades; a stator turn plate of the generator is wound with an anchor rope; an anchor is fixed at the tail end of the anchor rope; and power outputs of the generator and the solar panel rain cover are connected to a rechargeable battery. The device can convert the solar energy, the wind power and the wave energy into electricity, which is simple in structure, relatively low in generation cost, and suitable for generating power on rivers and lakes having wind waves.",2010,Y02E  10/38; F03B  13/14; H02J   7/00; H02S  10/12; F03D   9/00; Y02E  10/72
332589656,US20100731273,Windmill installation system and method for using same,"Systems and methods for installing a windmill are provided. The system has a hoisting platform and a carrier. The hoisting platform is operatively connectable to at least one platform leg extending a distance above a base. The hoisting platform is positionable along the platform leg(s). The carrier receives at least one component of the windmill, and is positionable about the hoisting platform and movable thereby whereby the component(s) of the windmill is/are positionable for installation.",2010,B63B  35/00; F03D  13/10; F03D  13/40; Y02E  10/726; E02B  17/02; E02B2017/0091; F05B2240/95; E04H  12/34; F03D   1/00; Y02E  10/727; F03D   9/00; Y10T  29/53961; B63B  27/16; E02B  17/027; E02B  17/00; E02B2017/0039
332592355,US20100731318,Windmill conveyance system and method for using same,"A conveyance system and method for delivering at least one component of a windmill to a location is provided. The system is provided with a transporter and a transfer system. The transporter is positionable adjacent a base at the location. The transfer system is provided with a plurality of rails, a support and at least one slider. The rails are positionable on the base and the transporter. The support has a first portion of the rails of the transporter thereon. The support is positionable along a second portion of the rails on a surface of the transporter, and slidably movable between a retracted and an extended position whereby the support is selectively positionable adjacent the base. The slider carries the component(s) of the windmill. The slider is slidably movable along the rails of the transporter and the base whereby the component(s) is/are slidably transferrable between the transporter and the base.",2010,Y02E  10/726; B63B  27/16; E02B2017/0039; E04H  12/34; F03D  11/04; Y02E  10/727; E03D   1/00; Y10T  29/53961; F03D  13/10; B65G  67/60; E02B  17/00; B63B  27/30; B63B  35/00; F03D  13/40; E02B  17/027; E02B2017/0091; F05B2240/95
332592362,US20100731612,Windmill handling system and method for using same,"A handler for handling at least one component of a windmill is provided. The handler is provided with at least one grip and a bracing. The grip(s) are for releasably receiving the component(s) of the windmill. The grip has at least one foot positionable on a base for supporting the component(s) of the windmill on a surface thereof. The bracing is operatively connectable to the grip(s), and is receivable by a carrier for transport thereby whereby the component(s) is/are transportable by the carrier.",2010,B66C   1/62; B66C  23/32; E02B  17/00; F05B2240/95; E02B2017/0039; E02B2017/0091; Y02E  10/727; B63B  27/16; Y10T  29/53961; B63B  35/00; E02B  17/027; F03D  13/10; F03D  13/40; Y02E  10/726; B66C   3/00; E04H  12/34
332677035,EP20110705943,FLOATING SUPPORT FOR OFFSHORE STRUCTURE SUCH AS A WIND GENERATOR IN PARTICULAR,NULL,2011,B63B   1/125; Y02E  10/727; B63B  43/06; E02B  17/027; B63B  75/00; F03D  13/22; E02B  17/00; F03D  13/25; B63B  35/44; E02B  17/02; E02B2017/0091; F05B2240/93; B63B   1/107; B63B   9/06; F03D  11/04; B63B2035/446; F05B2240/95
332688429,KR19980706576,? ?? ?? ??,"?? ?? ??? ?? ???? ??? ???? ??? ?1 ??(3, 4)? ????. ?? ??(5)? ???? ????? ?? ?? ????? ????, ?1 ??(3, 4)? ??? ??? ?? ?? ????? ??, ????? ?1 ????? ?? ???(10) ???? ????? ??? ?1 ??(3, 4)? ????.",1998,B23B  31/26; B64C  27/54; F03D   7/02; F03D  11/02; F16H  35/00; Y10T  74/19084; B23B  31/36; F01L   1/352; B64D  31/12; F03D   7/04; F16H  35/008; Y02E  10/722; Y10T  74/19093; F03D   7/0224; F05B2260/40311; F16H  35/18; F16H  37/06; Y02E  10/723; B63H   5/10; F03D  15/00; F03D  15/10; B23B  31/28; F16D   3/10; B64C  11/32; F05B2260/4031; Y10T  74/1956
332691283,KR20027004146,LANDING STAGE AND OFFSHORE WIND POWER INSTALLATIONS ASSOCIATED THEREWITH,"? ??? ??(30)? ?? ??(docking) ??(28), ????(26)? ?? ???(25) ? ?? ?? ??? ????? ???? ????? ???? ??? ?? ?? ?? ?? ??? ??? ?? ???? ?? ???.",2002,F03D  13/22; E01D  15/24; E02B2017/0073; F03D  13/10; F05B2230/80; Y02B  10/30; B63B  35/44; E02B2017/0091; E02D  27/425; Y02P  70/523; F03D   1/00; F05B2230/60; Y02E  10/727; E02B2017/0069; F03D  13/40; E01D  15/14; E02B  17/025; E02B  17/027; F05B2240/95; B63B  22/02; B63B  35/50; E01D  11/02; E02D  27/42; F03D  11/04; F03D  13/25
332692616,KR20027001274,Ribbon Drive Propulsion System and Method,"?? ? ?? ??? ?? ?? ?? ?? ? ??? ?? ???. ???? ? 1 ??(A)? ??? ? ? 2 ??(B)? ???? ??? ???(14)? ????. ??? ???? ??? ??(12)? ?(14) ?? ???? ????, ???? ???? ?? ? 1 ????? ? 2 ???? ????. ?? ? 1 ??? ??? ??, ?? ????? ??? ??? ??? ??? ??? ????, ??? ? 2 ????? ?? ?????? ??? ???? ????.",2002,B63J   3/04; B63J2003/046; F03D   3/00; F04D  29/181; B63H   1/12; F03D   9/25; F04D   3/02; F04D  29/18; B63H2001/122; B63H2001/165; F01D   1/38; F03B   3/12; Y02E  10/223; B63H   1/28; B63H2001/127; F03B  17/06; F04D  29/522; F05D2240/243; Y02E  10/28; F05B2240/243; F05D2240/40; B63H  11/08; B63H2011/081; F03B   3/04; F03B   3/126; F05B2240/40; F05B2250/25; Y02P  80/158; Y02T  50/672; B63H   1/16; Y02T  70/70; F03B  17/061; F03D   9/00; Y02E  10/74; Y02T  70/529; F03D   3/005; F04D  29/52
332704869,KR20050000860U,The power transmission of the ship with DC mortor and disel engine as a propulsion system,NULL,2005,B63H  21/14; Y02E  10/76; B63H  23/12; Y02E  10/56; B63J   3/02; B63H  21/17
332783791,CN201010506445,Splitting installation and construction method of marine wind generating set and equipment thereof,"The invention discloses a splitting installation and construction method of a marine wind generating set. The method mainly comprises the following three stages: installing a tower crane, installing an air blower and withdrawing a tower column. The splitting installation equipment of the marine wind generating set is the tower crane, wherein the tower crane comprises an under frame, a draw bar, atelescopic tower column and an upper structure; the bottom end of the telescopic tower column is arranged on the under frame, and the top end of the telescopic tower column is hinged with the upper structure; the draw bar is connected with the upper structure and the under frame; the upper structure comprises an arm support, a propeller strut, a clasping device and a back tipping prevention device; the clasping device is fixed to the telescopic tower column; and one end of the back tipping prevention device is linked with the propeller strut and the draw bar, and the other end of the back tipping prevention device is hinged with the arm support. The splitting installation and construction method and equipment of the marine wind generating set are characterized in that a lower revolution mode is adopted to coordinate with the clasping device so that the stress of the equipment is reasonable, the self-weight is decreased and the cost is reduced; and a tower column telescopic mechanism, a bolt mechanism and a dynamic bolt are matched for use so that the integral installation of the tower crane is convenient and the installation efficiency is enhanced.",2010,B66C  23/00; B66C   5/10; B66C  23/62; F03D  11/04; B66C  23/64
332789724,CN201020285901U,Offshore renewable energy source conversion device,"The utility model discloses an offshore renewable energy source conversion device, which comprises a plurality of upright posts connected by a bracket, wherein a stagnant water board extending outward is arranged below each upright post, forms a circular or polygonal area around a foundation base of the upright post and is supported by a plurality of radial stringers and cross beams; one end of each stringer is connected to the foundation base of the upright post; the other ends of the stringers are connected to the edges of the stagnant water boards; two ends of the cross beams are connected to the foundation bases of the upright posts; a mounting deck is arranged above each upright post, wherein a wind energy power generating device is arranged on the mounting deck of one upright post; a hollow structure and a ballast adjusting mechanism are arranged in each upright post; the ballast adjusting mechanism is used for controlling the quality of ballast in the hollow structure, so that the renewable energy source conversion device is suspended on the sea surface; a first fixed mounting mechanism is arranged in the center of the bracket, wherein the bottom end of the first fixed mounting mechanism extends to the sea surface; and a wave energy power generating device is arranged at the bottom end of the first fixed mounting mechanism. The utility model can fully utilize various offshore renewable energy sources and improve the conversion efficiency of the renewable energy sources.",2010,F03B  13/26; Y02E  10/72; F03B  13/16; Y02E  10/38; F03D   9/00
332789746,CN201020285845U,Offshore renewable energy source conversion device,"The utility model relates to an offshore renewable energy source conversion device, comprising a plurality of vertical columns connected by a bracket, a water stopping plate which is extended outside is arranged below each vertical column, and the water stopping plate surrounds the base of the vertical column to form a round or polygon area; the water stopping plate is supported by a plurality of radial purlins and beams, one end of the purlin is connected to the base of the vertical column, the other end is connected to the edge of the water stopping plate, and two ends of the beam are connected to the base of the vertical column; a mounting deck is arranged above each vertical column, a wind energy generating set is arranged on the mounting deck of one vertical column, and a hollow structure and a ballast regulating mechanism are arranged in each vertical column, the ballast regulating mechanism controls the quality of the ballast in the hollow structure, so as to lead the renewable energy source conversion device to be suspended on the sea; each vertical column is circumferentially provided with a plurality of connecting rods which are undersea and extended outside, and the end part of the connecting rod is provided with a damping block. The offshore renewable energy source conversion device has good stability and balance.",2010,F03B  13/26; F03D   9/00; Y02E  10/38; F03B  13/14; Y02E  10/72; H02S  10/00
332789747,CN201020285850U,Offshore renewable energy source conversion device,"The utility model relates to an offshore renewable energy source conversion device, comprising a plurality of vertical columns connected by a bracket, a water stopping plate which is extended outwards is arranged below each vertical column, and the water stopping plate surrounds the base of the vertical column to form a round or polygon area; the water stopping plate is supported by a plurality of radial purlins and beams, one end of each purlin is connected to the base of the vertical column, the other end is connected to the edge of the water stopping plate, and both ends of each beam are connected to the base of the vertical column; a mounting deck is arranged above each vertical column, a wind energy generating set is arranged on the mounting deck of one vertical column, and a hollow structure and a ballast regulating mechanism are arranged in each vertical column, the ballast regulating mechanism controls the quality of the ballast in the hollow structure, so as to lead the renewable energy source conversion device to be suspended on the sea; and each vertical column is provided with a tidal power generation device under the sea. In the utility model, various offshore renewable energy sources can be fully utilized, and the conversion efficiency of the renewable energy source is improved.",2010,Y02E  10/727; F03D  13/25; F03B  13/26; F03B  13/14; F03D   9/25; Y02E  10/38
332789748,CN201020285905U,Offshore renewable energy source conversion device,"The utility model discloses an offshore renewable energy source conversion device, which comprises a plurality of upright posts connected by a bracket, wherein a stagnant water board extending outward is arranged below each upright post, forms a circular or polygonal area around a foundation base of the upright post and is supported by a plurality of radial stringers and cross beams; one end of each stringer is connected to the foundation base of the upright post; the other ends of the stringers are connected to the edges of the stagnant water boards; two ends of the cross beams are connected to the foundation bases of the upright posts; a hollow structure and a ballast adjusting mechanism are arranged in each upright post; the ballast adjusting mechanism is used for controlling the quality of ballast in the hollow structure, so that the renewable energy source conversion device is suspended on the sea surface; a mounting deck is arranged above each upright post, wherein a wind energy power generating device is arranged on the mounting deck of one upright post; and bases are respectively fixed on the mounting decks of other upright posts and are provided with cover disks capable of adsorbing solar energy. The offshore renewable energy source conversion device can fully utilize various offshore renewable energy sources and improve the conversion efficiency of the offshore renewable energy sources.",2010,F03B  13/14; F03D   9/25; Y02E  10/38; F03B  13/26; Y02E  10/72
332836837,EP20110707082,DEVICE FOR TRANSPORTING AND INSTALLING AN ARRANGEMENT OF AN OFFSHORE WIND TURBINE COMPRISING A RAFT FOUNDATION AND METHOD FOR TRANSPORTING AND INSTALLING SUCH AN ARRANGEMENT HAVING A RAFT FOUNDATION,NULL,2011,B63B  35/003; E02B  17/00; B63B  43/04; F03D   1/00; F03D  11/04; B63B   1/10; Y02E  10/727; B63B   1/107; E02B2017/0043; E02B2017/0091; F05B2240/95; F03D  13/22; B63B  35/00; F03D  13/40
332859159,US20090558290,System and methods for determining a monitor set point limit for a wind turbine,"A method for controlling operation of a wind turbine is described. The wind turbine includes a rotor having a plurality of rotor blades. The method includes measuring an atmospheric condition associated with the environment surrounding the wind turbine, providing the measured atmospheric condition to a processor, and determining at least one monitor set point limit based at least partially on the measured atmospheric condition. The method also includes applying the at least one monitor set point limit to wind turbine operation.",2009,F03D   7/00; F05B2270/325; F05B2270/404; Y02E  10/723; F03D   7/0292; F05B2270/324; F05B2270/20; B63H   3/06; F03D   7/024; F03D   7/0268; F03D   7/043; G05B  15/00; B63H   3/10; F05B2260/80; F05B2260/821; F05B2270/323
332863439,EP20100815767,WINDMILL CONVEYANCE SYSTEM AND METHOD FOR USING SAME,NULL,2010,E02B  17/00; B63B  27/16; E04H  12/34; Y02E  10/727; Y10T  29/53961; F03D  13/40; F03D   1/00; E02B2017/0039; E02B2017/0091; F03D  11/04; F05B2240/95; E02B  17/027; F03D  11/00; Y02E  10/726; B63B  35/00; E02B  17/02; F03D  13/10
332863440,EP20100815768,WINDMILL HANDLING SYSTEM AND METHOD FOR USING SAME,NULL,2010,E02B2017/0091; Y02E  10/726; F03D  13/00; B63B  35/00; E02B  17/02; F03D  11/00; F03D  13/10; E04H  12/34; F03D   1/00; Y02E  10/727; F03D  13/40; F05B2240/95; Y10T  29/53961; B63B  27/16; E02B  17/00; E02B  17/027; E02B2017/0039; F03D  11/04; F03D  13/20
332873337,FR20100005063,EOLIENNE EN OFFSHORE FLOTTANT COMPORTANT UN SYSTEME DE STABILISATION ACTIF EN INCLINAISON DE LA NACELLE,"- La prÈsente invention concerne une Èolienne comportant une nacelle (1) installÈe sur un mat (2) supportÈ par un support flottant. La nacelle est articulÈe par rapport au mat dans un plan vertical, et elle comporte des moyens de correction (12, 16) de l'",2010,F05B2240/93; F03D  13/25; Y02E  10/727; B63B2017/0072; B63B2035/446; F03D   7/04; F05B2240/95; F05B2270/604; F05B2240/14; F05B2270/404; F05B2270/602; Y02E  10/723; F03D   7/0204; F05B2270/606; F03D  11/04
332920447,EP20110707994,METHOD FOR DIAGNOSING THE STRUCTURAL CONDITION OF WIND GENERATORS,NULL,2011,F03D  11/04; F03D  80/55; F05B2270/8041; Y02E  10/727; F03D   1/00; F03D  80/50; F03D  11/00; F03D  17/00; F05B2240/95; F03D  13/20; F05B2270/805
332920906,FR20100004980,"Floating platform for vertical axis wind turbines, has main deck and set of elements of front row rotating in opposite directions, where wind turbines in one row turn in opposite directions to turbines in another row","The platform has a main deck (1) and a set of vertical axis wind turbines (2). A set of blades of the wind turbines is covered during unproductive part of rotation of the blades. A set of elements of front row rotates in opposite directions, where wind turbines in one row turn in opposite directions to a set of wind turbines (3) in another row. A set of removable bearings is provided at each end of the wind turbines.",2010,F03D   9/00; Y02E  10/727; B63B2035/4453; B63B2035/446; B63B  35/44; F03D   3/02; B63B  35/00
332921382,FR20110050437,"Method for realizing maintenance operations i.e. replacement of heavier parts, of floating wind turbine device of off-shore wind energy production system, involves positioning floating wind turbine device on maintenance device","The method involves disconnecting a sinkable float (20) of anchor line systems (3a, 3b, 3c) and an electrical cable (40). A floating wind turbine device (1) is transferred from a production site to a maintenance device (5) by towing. The turbine device is positioned on the maintenance device, so that the turbine device is supported by the maintenance device. The maintenance device is fixed at the bottom (F) of a sub-marine. The turbine device is positioned on a lifting system (6) of the maintenance device. The turbine device is positioned above a movable immersed support (61). An independent claim is also included for a system for producing off-shore wind energy.",2011,B63B   1/107; B63C   1/12; F05B2240/93; B63B  71/00; B63B2001/128; F03D  80/50; B63B2039/067; E02B2017/0091; F03D   1/00; F03D  11/00; F05B2240/95; B63B  21/00; B63B  81/00; B63C   1/00; E02B2017/0039; F03D  13/25; Y02E  10/727; B63B2021/505; B63B2035/446
332924875,CN200910109267,Sea vertical axis hoistable combined type generating platform,"The invention is applied to the technical field of generating and provides a sea vertical axis hoistable combined type generating platform. The generating platform comprises a sea floating platform, a vertical axis turbine wind power generating tower, a hoistable platform and an underwater tide turbine. The underwater tide turbine is arranged between the sea floating platform and the hoistable platform, and comprises a vertical axis propeller, a catchment rectification turbine and a water retaining rectification plate, wherein the catchment rectification turbine and the water retaining rectification plate are fixedly arranged under the sea floating platform. Compared with sea wind generating by adopting a horizontal axis wind power set in the prior art, the invention adopts a vertical axis turbine wind power generating tower to generate electricity, wind energy use ratio is high, electric energy production is high, mounting is simple, maintenance is easy, and tide can be utilized to generate electricity.",2009,F03D   9/17; Y02E  10/74; Y02E  10/727; F03B  13/26; F03D   3/00; Y02E  10/28; F03D  13/25
332924877,CN200910161876,Floating wind energy receiving device,"The invention discloses a floating wind energy receiving device. The floating wind energy receiving device comprises a spiral body and a pulling rope, wherein the spiral body is formed by winding at least two columnar air bags spirally and connecting the air bags with a pulling cable, light gas is filled in each air bag; the pulling rope extends longitudinally along the surface of each air bag and connected with the raised surface of each air bag respectively; and the both ends of each air bag are separately provided with a forming separation rack. Compared with the prior art, as the spiral body in the floating wind energy receiving device is formed by winding at least two columnar air bags and the air bags are connected through the pulling cable, the distance between the air bags is relatively large and the air bags have the same wind area while generating larger torque under the condition that the specification of the air bags is not changed. Therefore, power can be generated under the situation that the wind speed is relatively low, and the size of the air bags can not be increased so that the cost can not be increased.",2009,F03D   9/25; Y02E  10/70; F03D   5/06; Y02E  10/725
332946258,US20090920779,Assembly tool and a method of manufacturing a blade,"The invention provides a method of manufacturing a wind turbine blade comprising a spar and at least one airfoil section, where both the spar and the airfoil section comprise an outer surface which forms part of an aerodynamically active surface of the blade. The method comprises steps of providing a support structure, placing the spar at the support structure, providing a clamp adapted to be fixed to the outer surface of both the spar and the airfoil section, arranging the airfoil section relative to the spar, fixing the clamp to the outer surface of the spar and the airfoil section, and assembling the at least one airfoil section an the spar by a process including adhesion.",2009,B29C  66/8244; B32B  37/00; B63H   1/06; B63H   1/26; F03B   3/12; F03D   1/0675; Y10T  29/49336; B25B   1/00; B29C  66/80; B32B  37/12; B64C  11/16; B64C  27/46; F01D   5/14; F03B   7/00; B29C  65/7841; F03D   1/0641; B29C  65/18; B29C  65/30; B29C  66/54; B29K2105/203; B29L2031/082; B64C  11/12; F05B2230/50; F05B2230/61; B29C  65/00; B29C  65/4835; B63H   5/125; B64C  11/28; B64C  27/50; F01D   5/00; F03D  11/02; Y10T 156/10; B29C  66/721; F05B2240/301; Y02P  70/523; B29C  65/483; B63H   7/02; F03D  13/10; Y02E  10/721
332948546,US20090991460,"Wingtip device for the tip of a wing, blade of a wind generator or marine generator for reducing or even eliminating marginal swirl","A wing-tip device for the tip of a wing, or a blade of a wind generator, or a blade of a marine generator that makes it possible to reduce or even cancel what are known as wing-tip vortices. In the case or a wind generator, the result provides a start-up with less wind, control and energy efficiency that are highly productive throughout its use while at the same time significantly reducing the noise caused by the vortex.",2009,F03D  11/00; B64C  23/06; Y02T  50/164; F05B2240/30; B64C  23/065; F15D   1/10; Y02E  10/721; F03D   1/065
332948547,US20080276311,Ceil fan blade assembly,"A ceil fan blade assembly includes an upper blade, a lower blade, and a decorative member enclosed between the upper and lower blades. The upper and lower blades are formed with engaging portions which are an engaging rib and en engaging groove to connect the upper and lower blades together. Each of the upper and lower blades is formed with an inner recess at the middle and rear sections thereof so as to enclose the decorative member. The decorative member is made of colored paper, plastic material or embossment board. The upper and lower blades are connected tightly to become one piece after high frequency or ultrasonic process. The surface of the decorative member is printed or carved with a patter to be reflected through the inner recesses. This provides a simply and easy way and is cost-effective.",2008,F04D  25/088; B64C  11/04; F04D  29/38; F03D  11/02; F04D  29/388; B64C  27/46; F24F   7/007; F04D  29/34; B63H   1/26; B63H   7/02; B64C  11/16; F01D   5/14; F03B   3/12; F03B   7/00; F24F2221/26
333023275,US20100949318,Wind turbine with adjustable electrical generator,"A wind driven turbine includes a perimeter rim that carries a rotor, and a stator is positioned at the annular path of the rotor with field coils positioned on opposite sides of the rotor that generate electricity in response to the rotation of the rotor. A proximity gauging means selectively maintains the field coils at predetermined distances from the rotor. The wind turbine may be mounted on a floatable support.",2010,H02K2201/03; H02P   9/04; Y02E  10/725; F03B  13/00; F03D   9/00; H02K2213/09; H02K   7/1869; H02K  23/44
333069514,KR20107026250,#NAME?,"? ???, ?? ?? ?(115)? ?? ???? ? ?? ??(102, 103)? ???? ?? ??? (105)? ???? ?? ?? ?? ???? ?? ???. ?? ?? ?? (111)? ?? ??? ???? ??? ??? ??? ?? ?? ?? ?? ??(102) ?? ??? ??. ?? ????(101)? ??(111) ?? ???? ??(125)? ??? ?? ??. ??? ???? ??? ? ?? ?? ??? ??? ????? ????? ??(111)? ??? ?? ??-?? ??(102)? ?? ??? ? ??. ?? ???(105)?, ??? ??? 10 ?? ??? ??(111)? ????? ?? ??(102, 103) ??? ?? ???? ? ???? ???? ????. ??-????? ????(107)? ??? ??? ?? ???(105)? ?? ??? ????? ?? ??(102, 103)? ??? ????.",2009,F03D   7/0204; B63B  39/06; B63B2039/067; F03D   9/25; F03D  17/00; Y02E  10/725; E02B   9/00; E02B  17/04; F05B2240/93; Y02E  10/727; E04H2012/006; F03D  13/25; Y02E  10/22; F03D   9/257; B63B   1/107; B63B  35/44; B63B  39/03; E02B2017/0091; F05B2240/95; B63B  35/00; F03D  13/10; B63B2035/446; F03D  80/00
333070028,KR20090073447,A aerial wind power generating system,"PURPOSE: An aerial wind power generating system, capable of increasing the generating efficiency by rapidly corroding to the wind direction change, is provided to reduce the unnecessary friction of the wind flowing in an impeller and to optimize a wind flossing angle. CONSTITUTION: An aerial wind power generating system comprises a floating body, an aerogenerator(130), a bearer cable, a connecting part(150), and an impeller(132). The gas having buoyancy is injected to the floating body. The aerogenerator is installed in the floating body. The aerogenerator comprises an impeller. The bearer cable connects the floating body to the fixed screen of ground.",2009,B64B   1/02; F05B2240/922; F03D   9/00; Y02E  10/72; F03D  11/04; F03D   9/30; F03D   1/04; F03D  13/20
333071850,KR20107025074,SUPPORTING ELEMENT FOR AN OFFSHORE WIND TURBINE PRODUCTION METHOD THEREOF AND METHOD FOR INSTALLING SAME,"? ??? ??? ??? ?? ?? ??(8)? ?? ???, ? ?? ??? ?? ?? ??? ?????(4), ?? ???? ??? ???(5) ? ???? ?? ??? ??? ??? ?? ?? ?? ??(6)?? ??? ??? ??(1)? ? ??? ??(1)? ??? ???(5) ?? ??? ???(2)? ????, ??? ?? ????? ??(3)? ???? ????. ?? ??(8)? ??? ??(1)? ?? ?????? ???? ?? ????? ???? ???? ???? ????. ?????, ?? ??? ??? ??(1)? ?? ??(6)?? ????? ?????? ?? ??? ??????? ??, ?? ??? ?? ????? ??? ??(3)? ?? ??? ?? ??(8)? ??? ???? ??, ?? ??? ?? ?? ?? ?? ???(19)? ??? ???, ???? ?? ??(6)?? ???????, ?? ??? ????? ?? ? ????? ??(3)? ???? ??? ????.",2009,E02D  27/42; F03D  11/04; F05B2240/95; E02B2017/0073; E02B2017/0082; E02D  27/52; F03D  13/20; Y02P  70/523; E02B2017/0091; E02B  17/025; E02D  27/425; F03D  13/10; E02B2017/0043; F03D  13/22; Y02E  10/727; E02B2017/0039
333073389,KR20090076967,APPARATUS FOR SUPPORTING OF FLOATING TYPE WIND POWER GENERATOR,"PURPOSE: A supporting apparatus of a floating type wind power generator is provided to secure enough initial torque and smooth rotation by utilizing the extra electric energy obtained by wind power generation when the wind volume is not enough for wind power generation. CONSTITUTION: A supporting apparatus of a floating type wind power generator comprises a drive motor(700), a drum(600), a shaft side resistor plate(122), a generation unit(520), a generator(800), a capacitor(820), and a controller(810). The drive motor is embedded in a housing(H). The drum is connected to the drive motor, filled with water, and equipped with a drum side resistor plate(610) on the interior thereof. The shaft side resistor plate is formed on the exterior of a sub rotary shaft(120) extended through the housing to the center of the drum. The generation unit is installed in the sub rotary shaft above the drum. The generator is connected to the generation unit and generates electricity with the rotation of the sub rotary shaft. The capacitor is connected to the generator and accumulates the generated electricity. The controller is connected to the capacitor and rotates the drive motor with the stored electricity.",2009,F05B2240/90; F03D   9/11; F03D  13/22; F03D   3/06; F03D  11/04; F05B2220/706; F03D   7/06; Y02E  10/74; F03D   3/061
333079175,FR20100004247,"Installation for displacement of e.g. ship, has drive unit driving rotor, and rotor comprising surfaces on portion of outer surface of rotor to optimize hydro/aerodynamic characteristics of rotor with respect to fluid in turbulent flow","The installation has a drive unit rotatably driving a Magnus effect rotor i.e. blade of wind turbine. The rotor comprises structured surfaces on a portion of an outer surface of the rotor to optimize hydro/aerodynamic characteristics of the rotor with respect to fluid in turbulent flow. The structured surfaces are chosen from two-dimensional, three-dimensional transverse wave and/or orthogonal meridian wave microstructure, where the rotor is installed on a ship.",2010,B63H   9/02; F03D   1/0616; F15D   1/12; F03D   1/06; F05B2240/201; Y02E  10/721; F05B2240/40; F05B2240/32; F15D   1/004; Y02T  70/58
333084298,US20100951650,Method and system for disengaging a shrink coupling on a turbine generator,"A system and associated method for disengaging a shrink coupling that secures a shaft to a drive train component, such as a gearbox, includes a reaction plate erected around the shaft at a location displaced from the shrink coupling, with the reaction plate being anchored in place relative to the shaft. A plurality of jacking devices, such as hydraulic jacks, are operationally disposed between the reaction plate and shrink coupling and spaced circumferentially around the shaft. The jacking devices have a first end engaged against the reaction plate and a second opposite end mechanically fastened to the shrink coupling. To remove the shrink coupling from the drive train component, the shrink coupling is released from its clamped state and the jacking devices are activated to exert a pulling force on the shrink coupling, which causes the shrink coupling to be pulled off of the drive train component and moved axially along the shaft to a resting position on the shaft.",2010,B23P  19/04; F03D  80/50; F16D   1/0858; H02K   7/183; B23P  11/00; Y10T 403/535; F16H  57/0025; Y10T  29/37; Y10T  29/49318; Y10T  29/53539; Y10T  29/53683; B23P  19/00; B25B  27/064; F03D  15/00; F03D  15/10; H02K   7/003; Y10T  29/49822; F05B2240/60; H02K  15/0006; Y10T  29/49721; Y02E  10/722
333094997,CN200910162330,Floating type wind energy receiving device,"The invention discloses a floating type wind energy receiving device, comprising a spiral body and a pulling rope, wherein the spiral body is formed by spirally winding at least two columnar air bags and connecting the columnar air bags by a pulling cable; forming separation racks are installed at two ends of each columnar air bag; lightweight gas is filled inside each columnar air bag; a skin covers the side face of the pulling cable; and the pulling rope longitudinally extends along the surface of the spiral body and is sequentially connected with the protruding surface of each columnar airbag. Since the spiral body is formed by winding at least two air bags, the air bags are connected by the pulling cable so that the space between the air bags is relatively larger, and a bigger torquecan be generated without changing air bag specification, i.e. with the same windward area; and the covered skin can further increase the windward area and improve acting power, therefore, the wind energy receiving device can generate electricity in occasions with lower wind speed or breezes, has no increased cost due to increased size of the air bags and has greatly widened applicable territorialscope.",2009,F03D   9/00; Y02E  10/70; F03D   5/06; Y02E  10/72; F03D  11/00
333094998,CN200910162331,Floating type wind energy receiving device,"The invention discloses a floating type wind energy receiving device, comprising a spiral body and a pulling rope; wherein the spiral body is formed by two columnar air sacs in a coiling way, the cross section of each columnar air sac is in a wing shape that one big end is gradually transitional to one small end, the small ends of the two columnar air sacs are sequentially pulled by a plurality of pulling cables, a plurality of pulling ropes are arranged along the axial direction of the spiral body on the big end surface or small end surface of the columnar air sac, each pulling rope is connected with a boss on the big end surface or small end surface of the columnar air sac, each columnar air sac is filled with light gas, and the two ends of each columnar air sac are provided with a shaping separation rack. The wind energy receiving device of the invention can generate electricity on the occasion that wind speed is low, the columnar air sac adopts the section in water drop shape, on one hand, the spiral body can have larger frontal area at the frontal side, thus having strong acting capability; and on the other hand, windage resistances of the spiral body in other directions can be small, thus reducing resistance of airflow to rotation of the spiral body.",2009,F03D   9/25; Y02E  10/725; Y02E  10/70; F03D   5/06
333102719,CN201020159968U,Layer-breaking water bloom eliminator,"The utility model discloses a layer-breaking water bloom eliminator, which belongs to the field of sewage treatment equipment and mainly comprises a special buoy, a flow pushing device, a water collecting barrel, a guide barrel, a diversion and spreading device, a filter screen, a waterproof terminal box, a power driving module and the like. A mounting support is fixed onto the lower portion of the special buoy, the water collecting barrel is fixed onto the mounting support, the flow pushing device is disposed in the water collecting barrel, the water collecting barrel is fixed onto the mounting support, the lower end of the water collecting barrel is connected with the guide barrel, the upper end of the guide barrel is connected with the diversion and spreading device, and the above components are connected into an organic whole by the mounting support, a hoop and other connecting parts. The total eliminator is floated on the surface of water by the special buoy, and the power driving module can not only adopt an external power source but also adopt a solar power generation and storage module or a wind energy rotary driving device and provides energy for the total water bloom eliminator. The layer-breaking water bloom eliminator is simple in structure, low in manufacturing cost and convenient in installation and maintenance.",2010,Y02P  70/523; Y02E  10/72; C02F   1/00; H02J   7/00; Y02W  10/37; F03D   9/00; Y02W  10/33
333103783,CN201020267983U,Shipborne liftable wind power generator tower,"The utility model relates to the field of installation structures for wind power generators, in particular to a shipborne liftable wind power generator tower, which comprises a casing pipe (1), a casing pipe support (2), a pipe column (3), a pipe column buttress (4) and a wind power generator (5), wherein the casing pipe (1) is fixed onto a ship through the casing pipe support (2). The shipborne liftable wind power generator tower is characterized in that the pipe column (3) can be nested in the casing pipe (1) and limited by the casing pipe (1), the pipe column (3) is in a segmental structure, and the wind power generator (5) is fixed to the top of the pipe column (3). The shipborne liftable wind power generator tower is applicable to various ships and quite convenient in installation, removal, storage and transport.",2010,B63B   9/00; F03D   9/25; F03D  13/20; F03D  13/25; F03D   9/32; Y02E  10/727
333178168,NO20100000154,Anordning og fremgangsmÂte ved flytende vindturbin,"Den foreliggende oppfinnelse vedr¯rer en flytende vindturbin (1), innbefattende en rotor (3), en ¯vre s¯yle (5) tilknyttet rotoren (3), og en stabilisatortank (4) anordnet mellom den ¯vre s¯ylen (5) og en nedre s¯yle (6), og et anker (7) roterbart tilknyttet den nedre s¯ylen (6) idet stabilisatortanken (4) har sitt oppdriftsenter eksentrisk anordnet i forhold til en langsgÂende senterakse gjennom den ¯vre (5) og nedre (6) s¯ylen. Oppfinnelsen vedr¯rer ogs fremgangsmÂter for montering og installasjon av en flytende vindturbin (1).",2010,Y02E  10/727; F03D  13/25; F03D  13/10; F03D  11/04; F05B2240/93; F05B2240/95; F03D  13/22
333198877,CN201010549418,Vertical axis rhombic fluid kinetic energy power generation conversion device,"The invention provides a vertical axis rhombic fluid kinetic energy power generation conversion device, which comprises a frame consisting of an upper bottom plate, a lower bottom plate and a supporting rod connected between the upper and lower bottom plate, wherein both the upper and lower bottom plates have three positioning gears, a synchronous positioning gear and four tensioning gears; the positioning gear shafts of the positioning gears are connected with the frame through bearings; a synchronous belt or chain winds around the positioning gears and the synchronous gears to form a rhombic blade orbit; the synchronous positioning gears on the upper and lower bottom plates are connected with a synchronous shaft which is connected with the frame through a bearing; the tensioning gears are fixed with the frame through shafts and bearings; the two ends of a blade shaft are fixed at corresponding positions of the synchronous belt respectively; a plurality of blades are arranged along the circumference of the synchronous belt; the synchronous positioning gears are meshed with speed increasing gears; and the speed increasing gears drive a generator. The device can conveniently convert kinetic energy of ocean tide and river flow (air) into electric energy with high efficiency and output the electric energy.",2010,F03B  13/00; F03D   9/00; Y02E  10/20; Y02E  10/72; F03B   9/00; F03B   3/14; Y02E  10/223
333198881,CN201010581636,Mixed wave force power-generating device,"The invention discloses a mixed wave force power-generating device. The device is characterized by containing two parts, namely an upper floating body and a lower floating body, wherein the upper floating body is hollow, one side of the upper floating body is provided with an opening, the hollow part of the upper floating body is provided with a float which is used to heave with waves; the inside of the lower floating body is provided with a conductive coil, a hydraulic cylinder, a hydraulic motor, a generator I and a storage battery; the hydraulic cylinder is connected with the hydraulic motorthrough a hydraulic pipeline, the output shaft of the hydraulic motor is connected with the input shaft of the generator I through a coupling; the float in the upper floating body is connected with the piston of the hydraulic cylinder through a connecting rod; the conductive coil which encircles the connecting rod and has multiple turns is arranged on the upper part of the hydraulic cylinder and is fixed relatively to the hydraulic cylinder; a magnet is fixed on the connecting rod and corresponds to the conductive coil; the output end of the conductive coil and the current output electrode of the generator I pass through a rectifying unit to be connected with the storage battery. By adopting the device, the wave energy conversion efficiency of the system can be increased and power can be generated more stably; and the influence of marine organism on the device is small and the device has low cost and is suitable to be widely popularized.",2010,F03D   9/00; F03B  13/22; Y02E  10/38; Y02E  10/72
333198894,CN200910090670,High altitude wind farm system and implementation method thereof,"The invention discloses a high altitude wind farm system and an implementation method thereof. The system comprises a farm basic structure, a floating balloon, a plurality of sets of single wind generating sets, a wind power equipment lifting device and an electric transmission and transformation device, wherein the farm basic structure is an integral rigid structure which is formed by connectingan inner annular structural beam and an outer annular structural beam by a spoke; the floating balloon is arranged in the inner annular structural beam; the plurality of sets of wind generating sets are uniformly distributed on the outer annular structural beam; the wind power equipment lifting device is connected with the farm basic structure to control the lifting of the farm basic structure; and the electric transmission and transformation device is connected with the wind generating sets to transmit the electric energy provided by the wind generating sets to the ground.",2009,Y02E  10/725; F03D   9/00; F03D   1/00
333206469,CN200920244435U,Maintenance ship for offshore wind turbine generator,"The utility model relates to a maintenance ship for an offshore wind turbine generator, in particular to a maintenance device for the generator, which mainly comprises a ship body structure, an anchor device, a crane, a life-saving device, a fire-fighting device, a turbine part, a diesel generator set, an engine room, a power distribution device, a lighting device, a power device and a navigation aid device, and is characterized in that the crane is mounted at the front part of the whole ship body, the engine room is placed at the tail part of the ship body, the life-saving device and the fire-fighting device are placed on a deck of the engine room, and the turbine part is placed in a bottom cabin at the tail part of the ship body. The navigation aid device is mounted on the top layer of the engine room so as to see the front sea area clearly. The maintenance ship for the offshore wind turbine generator is an only design which is specially used for engineering ships for maintenance work of offshore wind power generation and can reduce the maintenance cost of a fan power plant to a great extent.",2009,Y02E  10/727; B63B  35/00
333207442,CN201020282551U,Secondary leveling structure for multi-pile base of marine wind power generator set,"The utility model relates to a secondary leveling structure for a multi-pile base of a marine wind power generator set, which aims at providing the secondary leveling structure for the multi-pile base of the marine wind power generator set applicable to the offshore range with the water depth between 0 and 50m. The utility model aims at reducing the precision on the multi-pile base construction, thus reducing the construction difficulty and risk, improving the construction efficiency and improving the installation quality of the wind power generator set. The utility model has the technical scheme that the secondary leveling structure for the multi-pile base of the marine wind power generator set comprises a catheter rack arranged at the bottom and a fan tower tube arranged at the upper part. The utility model is characterized in that a circular pipe type secondary leveling component is arranged between the catheter rack and the fan tower tube, the lower end of the component is sheathed and connected with an upright post arranged in the center of the catheter rack, and the upper end of the secondary leveling component is in transition connection with the fan tower tube. The secondary leveling structure belongs to the technical field of civil engineering in marine wind power generation industry.",2010,E02D  27/12; E02D  27/42; F03D  11/00
333207446,CN201020251726U,Foundation of wind power generating unit,"The utility model relates to a foundation of a wind power generating unit, in particular to a high-power wind power generating unit foundation which is more suitable for areas with severe geological conditions, such as mudflats or shallow sea, and capable of preventing the wind power generating unit from overturning. The foundation is structurally characterized in that at least three cantilevers which bear main overturn bending moment of the wind power generating unit are radially distributed around a bearing platform which bears main vertical load of the wind power generating unit, cantilever bolsters are arranged below the cantilevers and respectively arranged among outer ends of the cantilevers and the bearing platform, upper ends of anchor rods or anchor ropes are connected to the outer ends of the cantilevers while lower ends are buried into rocks or anchoring members thrown in water, and a ground foundation supported under the bearing platform and the cantilever bolsters is a complete piece of foundation or segmental foundations corresponding to positions of the bearing platform and the cantilever bolsters. Components of the foundation except the bearing platform can be in industrial production, and the foundation can realize field construction conveniently, thereby reducing construction cost.",2010,E02D  27/44; E02D   5/74
333208234,CN201020114971U,High-efficiency and energy-saving energy collecting device of wind energy and ocean current generation,"The utility model relates to an energy collecting device of power generation, in particular to a high-efficiency and energy-saving energy collecting device of wind energy and ocean current generation. The high-efficiency and energy-saving energy collecting device of wind energy and ocean current generation comprises a generator, buoys, a underframe and a centrifugal blade-shaped energy collecting device, wherein the generator is fixed on the underframe; the buoys are fixedly mounted on two sides of the underframe; the centrifugal blade-shaped energy collecting device is formed into a whole body through fixedly connecting shafts and blades; the blades are provided with grooves; rectangular holes are arranged in the grooves; movable blades are installed above the rectangular holes; a belt pulley is mounted at the ends of the shafts; and the belt wheel is connected with a belt pulley on the generator through a belt. Compared with the prior art, the device is capable of being large-scale and divided into groups, easy to install and manufacture, and high in generation efficiency.",2010,F03D   9/00; F03B  13/00; Y02P  70/523; Y02E  10/74; F03D   3/00
333208254,CN201020286091U,Natural air-cooling system of offshore wind generating set,"The utility model relates to a natural air-cooling system of an offshore wind generating set. The natural air-cooling system is characterized by the inclusion of a vertical multistage centrifugal pump which is sequentially connected with a driving component and a natural air-cooling heat exchanger of the offshore wind generating set by a pipeline to form a closed loop; a test joint, a ball valve, a pressure switch, a safety valve, an expansion tank, a pressure gauge and an automatic exhaust valve are sequentially connected in parallel between the vertical multistage centrifugal pump and the driving component; another test joint and a temperature sensor are respectively connected in parallel between the vertical multistage centrifugal pump and the natural air-cooling heat exchanger by a pipeline; and another automatic exhaust valve is connected between the driving component and the natural air-cooling heat exchanger by a pipeline. According to the utility model, the system is simpler and the auxiliary power for driving and forcing the fan can be saved. The utility model can be widely applied to a large-size offshore wind generating set.",2010,F16H  57/04; H02K   9/19; Y02E  10/722; H05K   7/20; F01P   1/00; F03D  11/00
333244308,US20090587232,Hydro-kinetic transport wheel,"A turbine wheel designed to exploit the head of watercourses that operates partially or totally submerge with means for a wheel mounting enclosure having a cavity equal to 50% of the height of the runner where the runner rest exposing the upper end into the bed of the flowing body of water and said cavity mask the runner from the water incident flow allowing the wheel to perform fully submerged gaining its power and momentum through water current acting upon an array of multifaceted cells attached to spokes radiating from a central circular body member to the outer perimeter of a wheel, distributed wall-to-wall occupying the peripheral annulus of the water stream always presenting a new facet as it rotate around it axis covering 180 degrees of the water incident flow. The outside surface of the runner attaches to a multiplicity of similar runners by means of mechanical devices and to the central circular body member. The plurality of cells ensures the wheel remains constantly engage with the incoming water flow which causes it to rotate. The kinetic energy stored in the wheel while rotating is harnessed through a drive shaft connected to the central circular body member that connects to a generator placed perpendicular to the central circular body member. The apparatus can be used in multiple environments with a multiplicity of water currents able to generate electricity from the kinetic energy contained therein.",2009,F03B   7/00; H02P   9/04; F03B  17/06; F03D   7/06; B63H   1/38; F03B  13/00; Y02E  10/28; F03B  13/12; F03B  17/063
333247223,CA20092733700,METHOD AND APPARATUS FOR TOWING OFFSHORE WIND TURBINES,"A method of moving a floating wind turbine (1) relative to a body of water, the floating wind turbine (1) having a buoyant body with a nacelle at the upper end thereof, comprises floating the floating wind turbine (1) in the body of water, and towing the floating wind turbine (1) whilst holding the buoyant body in an inclined position, whereby the nacelle is held clear of the water. As the wind turbine (1) is held in an inclined position, it can be towed through regions of shallower water than if it were in a vertical position.",2009,Y02E  10/727; B63B  75/00; F05B2240/95; B63B  21/00; B63B  35/44; Y02E  10/721; Y02E  10/726; F03D  11/04; F03D  13/10; F03D  13/20; F03D  13/40
333322984,JP20090191856,LINK-TYPE SELF-ELEVATING PLATFORM AND INSTALLATION METHOD FOR WIND POWER GENERATION FACILITY IN OPEN SEA,"<P>PROBLEM TO BE SOLVED: To provide a versatile SEP that is suitable for the installation of an offshore wind power generation facility in the open sea, and an installation method of the wind power generation facility in the open sea using the same. <P>SOLUTION: A link-type self-elevating platform 1 is used for installing a wind power generation facility on the foundation of the wind power generation facility in the open sea. The link-type self-elevating platform has: platform bodies 2a, 2b comprising two offshore self-elevating platforms that have the same dimensions and are separably connected and fixed to each other by fitting each one end of the two offshore self-elevating platforms to each other in the hull length direction; two floaters 3a, 3b mounted to the right and left side faces of each platform body 2a, 2b; a tower-mast placing base 22 on which assembled tower masts are juxtaposed in the hull length direction; one crane 23; temporary-placing bases 31 for blades on which a plurality of assembled blades are temporarily mounted in a vertical arrangement; an auxiliary device 34 for hoisting a tower mast; and each propulsion device 35 provided on the lower face of each floater. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,B63B  27/10; B63B  43/14; B63H  11/08; E02B  17/00; B63B  21/50; B63B  35/00; B63B  35/44; Y02E  10/725; F03D   9/00; F03D  11/04
333338926,AU20090289381,"Offshore station, foundation for an offshore station, and method for building an offshore station","An offshore station (1), in particular an offshore wind power station, comprises a floatable foundation (2) that can be sunk by flooding a hollow chamber, and a superstructure (6) on which functional units (7, 8) of the station (1) are arranged. The foundation (2) includes a bottom plate (3), a base (4) which is disposed on the bottom plate (3) and projects from the water surface (12) in the sunk state of the foundation (2) and on which the superstructure (6) can be mounted, and a floodable floating device (5) which surrounds the base (4) in the shape of a ring. In a method for building an offshore station (1), in particular an offshore wind power station, a floatable foundation (2) is prefabricated in a harbor zone, is towed to a mounting location after being prefabricated and is sunk, whereupon the station (1) is completed with a superstructure (6) and functional units (7, 8) of the station at the mounting location. In the harbor zone, a bottom plate (3) of the foundation (2) is concreted, a base (4) of the superstructure (6) preferably made of prefabricated concrete parts (15) is mounted on the bottom plate (3), and a floodable floating device (5) which surrounds the base (4) in the shape of a ring is mounted on the bottom plate (3) and/or the base (4) once the base (4) has been mounted.",2009,E02B  17/0017; E02B  17/02; E02B2017/0065; F03D  13/10; E02B2017/0091; E02D  27/18; E02D  27/52; F05B2240/95; E02D  27/42; F03D   1/00; F03D  11/04; Y02E  10/727; E02B  17/025; E02B2017/0078; E02D  27/425; F03D  13/22; E02B2017/0086
333349072,CN200910092016,Floating type device for receiving wind energy,"The invention discloses a floating type device for receiving wind energy, comprising a spiral body and pulling ropes. The spiral body comprises two connectors, wherein each connector is composed of an inside columnar airbag and an outside columnar airbag which are connected in parallel; the inner sides of the inside columnar airbags of the two connectors are connected by a skin and spirally winded with each other to form a spiral shape with two spiral surfaces; and light gas is filled in each columnar airbag. At least three pulling ropes vertically extend along the outside surface of each outside columnar airbag and are successively connected with the raised surface of each outside columnar airbag, wherein setting separation frames are arranged at two ends of the four columnar airbags. Both the wind area and the turning moment of the device for receiving wind energy are bigger, therefore, electricity generation can be carried out in the situation of lower wind speed without increasingthe size of the airbag and the cost.",2009,F03D   5/06; Y02E  10/70
333349073,CN200910092017,Floating type wind energy receiving device,"The invention discloses a floating type wind energy receiving device, comprising a spiral body and hauling cables, wherein the spiral body is a single spiral air bag, the diameter of the spiral body is gradually reduced to be in an inverted cone shape from top to bottom, and the air bag is filled with light gas. The hauling cables which are at least three are arranged along the bus direction of the spiral body and are connected with the surface of the spiral body, and the lower end of each hauling cable is connected with a driving device for driving an electric generator. Compared with the prior art, the floating type wind energy receiving device has the advantages of simple structure, convenience for operation, low cost, light weight and high using safety and can effectively utilize high-altitude wind energy.",2009,F03D   5/06; Y02E  10/70
333349096,CN201010506443,Construction method and equipment for integrally mounting offshore wind generating set,"The invention discloses a construction method and equipment for integrally mounting an offshore wind generating set. The construction method comprises three phases of loading, towing and mounting the fan. The equipment for integrally mounting the offshore wind generating set and consists of a barge and a fixed device on the barge, wherein the main body of the fixed device is a truss; a balance clamp is arranged at the top of the truss; a hydraulic cylinder hanging system is arranged in the middle of the truss; a U-shaped groove is arranged at the front end of the barge; a girder is arranged in the middle of the U-shaped groove; two ends of the girder are fixed on the barge; and an open hole with the size being the same as the diameter of a tower column at the bottom of the fan is arrangedin the middle of the girder. In the construction method for integrally mounting the offshore wind generating set, a large-sized special floating crane and special equipment can be omitted; the construction method has simple process and low cost and can ensure the mounting requirement and regulation of the offshore wind generating set; and the equipment for integrally mounting the offshore wind generating set has simple structure and is convenient for operation.",2010,F03D  13/25; Y02E  10/727
333354075,CN200980114300,Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines,"A floating wind turbine platform includes a floatation frame (105) that includes three columns (102, 103) that are coupled to each other with horizontal main beams (115). A wind turbine tower (111) is mounted above a tower support column (102) to simplify the system construction and improve the structural strength. The turbine blades (101) are coupled to a nacelle (125) that rotates on top of the tower (111). The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower (11 1) or in the top of the tower-supporting column (102). The floatation frame (105) includes a water ballasting system that pumps water between the columns (102, 103) to keep the tower ( 1 1 1 ) in a 10 vertical alignment regardless of the wind speed. Water-entrapment plates (107) are mounted to the bottoms of the columns (102, 103) to minimize the rotational movement of the floatation frame (105) due to waves.",2009,B63B  35/00; F03D  13/10; B63B  35/44; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; E02B   9/00; F03D   7/0204; B63B  39/03; B63B  39/06; B63B2039/067; E04H2012/006; F03D  13/25; Y02E  10/22; Y02E  10/727; E02B  17/04; F05B2240/93; B63B   1/107; F03D  80/00; F03D   9/25; F03D   9/257; F03D  17/00
333361539,CN201020245514U,Hydroelectric generator system,"The utility model relates to a hydroelectric generator system, which is arranged on water surfaces of mountain streams, rivers and the like. The hydroelectric generator system comprises a floating platform or ship body, generator units, a charging rectifier, a storage battery pack, positioning piles I and positioning piles II, the floating platform or ship body is provided with a hollow chamber, the generator units are mounted on the two sides of the floating platform or ship body, the charging rectifier and the storage battery pack are mounted in the hollow chamber of the floating platform or ship body, each generator unit comprises a generator and a turbine, the generators are mounted on the floating platform or ship body, the turbines are mounted on two sides of the floating platform or ship body, generator shafts are respectively fixedly inserted in central axle holes of the turbines, and power output lines of the generators are connected with the charging rectifier via leads parallelly. The hydroelectric generator system is reasonable in design and simple in structure, reduces cost, brings convenience to installation and maintenance, can utilize hydroelectric resources sufficiently and is environment-friendly and energy-saving. Multiple wind power generators can be mounted on the floating platform or ship body in a concentrating manner, thereby bringing convenience to management.",2010,H02K  11/20; F03B  13/00; B63B  35/44
333364213,CN201020536777U,Rectification and unloading integrated wind power generation main circuit,"The utility model relates to a rectification and unloading integrated wind power generation main circuit. The rectification and unloading integrated wind power generation main circuit comprises a rectification and unloading integrated circuit, wherein the rectification and unloading integrated circuit consists of a fan rectification circuit and a fan unloading circuit. The rectification and unloading integrated wind power generation main circuit integrates the rectification circuit with the unloading circuit, so when the voltage of a storage battery is less than a floating charge voltage point, the alternating voltage of a fan is rectified by the rectification and unloading integrated circuit and the storage battery is charged; and when overvoltage occurs in the storage battery, an unloading function is realized by controlling the conduction of a field-effect tube in the rectification and unloading integrated circuit. The rectification and unloading integrated wind power generation main circuit reduces components, simplifies the circuit structure and reducing the cost of a controller.",2010,H02H   7/18; H02J   7/00
333367776,CA20092734772,PLATFORM FOR GENERATING ELECTRICITY FROM FLOWING FLUID USING GENERALLY PROLATE TURBINE,"A platform-like device for generating electricity from moving fluids has two has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additional support a wind turbine.",2009,B63B2035/446; F01D   5/023; F03B  13/14; F05B2220/32; B63B  35/44; H02K  11/046; F03B  13/10; F03D   9/008; F03D  13/25; F05B2240/93; H02J   3/32; Y02E  10/28; F03B  13/22; F03D   9/11; F03D   9/25; F05B2240/243; F05B2240/932; H02K   7/1004; Y02E  10/38; B63B   1/121; F03B   3/12; F03B  13/12; F03B  17/061; F05B2220/706; H02K   7/1807; H02K   7/1823; Y02E  10/725; F03D   9/255; H02J   7/34; Y02E  10/727; F03D  13/20; F05B2250/25; H02K   7/1008; B63B2035/4466; H02K   7/183
333434667,GB20110002584,Floating pumped storage system and method of operation,"A floating reservoir for storing the same fluid as that on which it floats has a floating brim 7, flexible foldable walls 6 and a bottom equipped with floatation elements 5. As the reservoir fills the bottom is pushed down thereby maintaining a constant surface level difference between the fluid inside and outside the reservoir. Preferably the floating reservoir is part of a pumped storage system which may also have a pump, turbine-generator and a control and measurement system. The reservoir may be filled by a pump driven by a motor or a wind turbine. (Fig 4) Fluid is released from the reservoir to drive a turbine-generator to produce electricity. Preferably the floating brim is hollow and when the reservoir is in the collapsed state the foldable walls reside completely within the brim.",2011,F03D   9/14; F03B  13/06; F03D  15/10; F05B2240/93; Y02P  80/158; F03D   9/02; F03D   9/25; Y02E  10/725; Y02E  60/17
333467440,EG20080901604,A system for generating electric energy.,NULL,2008,Y02E  10/763; F03D   9/255; H02J   3/386; Y02E  10/38; F03D   9/008; F03D  13/22; Y10T 307/718; F03D  13/25; Y10T 307/696; F03D   9/257; H02J   3/382; Y02E  10/72; F03B  13/18
333470399,CN201010162024,Tidal energy seawater desalination treatment and power generation system and energy comprehensive utilization system,"The invention relates to a tidal energy seawater desalination treatment and power generation system and an energy comprehensive utilization system. A seawater evaporation tower in the seawater desalination treatment system is provided with a vacuum pump, the vacuum pump is connected with a tidal energy power device, the vacuum pump is connected with the seawater evaporation tower by a pipe, the output end of the vacuum pump is connected with a steam condensing tower by a pipe, and the steam condensing tower is connected with a fresh water receiving part by a pipe. If the pipe for introducing steam into the steam condensing tower is first connected with a steam pressure tank for making the steam pressure tank receive and store steam, a gas turbine is connected with the steam pressure tank by a pipe, the power output shaft of the gas turbine is connected with a generator set, and the gas turbine is then connected with the steam condensing tower by a pipe. Thus, the seawater desalinationtreatment system also serves as the power generation system, and a solar heater and a wind driven generator are arranged on the offshore platform of the seawater desalination treatment system to formthe energy comprehensive utilization system. As a result, the industrial application of tidal energy is realized.",2010,B01D   3/06; B01D   3/103; C02F   1/04; F05B2220/702; Y02E  10/72; F03D   9/25; F05B2220/62; Y02A  20/212; C02F 103/08; F03D   9/008; C02F   1/14; F03D   9/007; Y02A  20/128; Y02A  20/141; Y02W  10/33; F03B  13/26; C02F2201/009; C02F2301/063; F01D  15/10; F05B2260/42; Y02A  20/129; Y02A  20/142; Y02E  10/38; Y02P  70/34; Y02P  80/22; C02F2103/08; Y02E  10/28; Y02W  10/37; F03B  13/262; F03D   9/00; Y02A  20/144
333472743,CN200910093931,Floating wind energy reception apparatus,"The present invention discloses a floating wind energy reception apparatus comprising a spiral body and a power transmission structure. The said spiral body is an enclosed cavity with at least one spiral surface or has two spiral surfaces formed by interwinding of at least two enclosed cavities. The enclosed cavity is filled with lightweight gas; the said power transmission mechanism is arranged on the said spiral body to transmit the power received by the spiral body to the electricity-generating mechanism. The wind power reception apparatus can float in the air to receive wind power from the air-flow so as to improve the stress that the power input shaft of the electricity-generating equipment endures, thereby prolonging the service life of the electricity-generating equipment. With itssimple structure, low manufacturing costs and wide application range, the apparatus is easy to be produced in large sizes.",2009,Y02E  10/70; F03D   9/25; F03D   5/00; Y02E  10/72; Y02P  70/523
333473563,CN201010512630,Minitype visual wind power and water power test bed,"The invention relates to a minitype visual wind power and water power test bed, comprising a transparent space shell which is divided into two parts, wherein the upper part is connected with a gas inlet pipeline and a gas outlet pipeline by a gas inlet taper transition section and a gas outlet taper transition section, and the lower part is connected with a water inlet pipeline and a water outletpipeline by a water inlet taper transition section and a water outlet taper transition section. The transparent space shell is filled with a certain quantity of water, and a test model floats on the water surface; the upper part is connected with a horizontal force sensor and a vertical force sensor; the gas inlet pipeline is provided with a gas inlet regulation valve; the gas inlet taper transition section is provided with an anemoscope; the gas outlet pipeline is connected with a gas bomb; the water inlet pipeline is connected with a centrifugal pump; and the centrifugal pump can pump waterinto the transparent space shell from a water tank to form a circulation circuit. The device provided by the invention can intuitively display the situation and the variation of the test model when awind power field and a water power field simultaneously act on test model, and is convenient to carry out contrastive analysis with a CAE (computer aided engineering) simulation experiment.",2010,G01M   9/00; G01M  10/00
333488697,GB20110004664,Platform for generating electricity from flowing fluid using generally prolate turbine,"A platform-like device for generating electricity from moving fluids has two has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additional support a wind turbine.",2009,F01D   5/023; F03B  13/14; F03B  13/22; F03B  17/061; F03D   9/00; F03D   9/25; H02K   7/1008; H02K   7/183; F03B  13/12; F03D   9/11; F05B2220/32; H02K   7/1004; Y02E  10/38; F05B2240/93; B63B   1/121; B63B  35/44; F03B  13/10; F05B2240/243; F05B2240/932; B63B2035/4466; F03D  13/20; B63B2035/446; F03B   3/12; F03B  17/06; F03D   9/008; H02J   3/32; Y02E  10/725; F03D  13/25; F05B2220/706; F05B2250/25; H02K  11/046; Y02E  10/28; F03D   9/255; H02J   7/34; H02K   7/1807; H02K   7/1823; Y02E  10/727
333488698,GB20110004678,Folding blade turbine,"A turbine has airfoils that are configured to extract work from a prevailing fluid flow. An actuator causes the air-foils to pivot or fold between a first position with then spans substantially normal to the flow direction and a second position with their spans substantially parallel to the flow direction, or any position in between. The variable geometry allows the airfoils to be sized for relatively light winds and to remain operational in relatively high winds without damage. Under extreme conditions the airfoils may be folded completely for safety.",2009,F03D   7/02; F03D   7/0268; F03D  11/02; F03D  13/25; F03D   1/06; F03D   7/0264; F03D  15/00; Y02E  10/38; Y02E  10/721; Y02E  10/726; F03D   7/0244; F05B2240/2213; Y02E  10/723; F03D  13/10; F03D   1/0658; F05B2240/313; Y02E  10/722; F03D   7/0236; F03D   9/25
333491810,ES20080003577,BASE DE CIMENTACION PARA EL MONTAJE DE AEROGENERADORES EN LECHO ACUATICO Y METODO DE FABRICACION DE DICHA CIMENTACION.,"Base de cimentaciÛn para el montaje de aerogeneradores en lecho acu·tico y mÈtodo de fabricaciÛn de dicha cimentaciÛn, formada por una estructura cÛnica que se compone de un conjunto de columnas (1) a modo de generatrices, dispuestas entre un n˙cleo c˙spide superior (2) y una zapata anular (3) inferior, realiz·ndose el montaje constructivo de dicho conjunto sobre un molde anular (8) que se dispone flotando en el agua, en el cual se forma la zapata anular (3), con uniÛn sobre ella de las columnas (1), las cuales se sujetan en la formaciÛn constructivo del conjunto estructural mediante un ˙til (10) de apoyo.",2008,E02B  17/0021; E02B2017/0039; E02B  17/027; F03D  13/20; F03D  13/25; Y02P  70/523; F05B2240/95; E02D  27/52; F03D  11/04; E02B2017/0091; E02D  27/425; E02D  27/42; Y02E  10/727; F03D  13/10; F05B2250/232
333552961,DK20070388086T,S¯transport af vindm¯llevinger,NULL,2007,B63B   9/06; F03D  11/04; Y02E  10/727; B63B  21/56; B63B  35/003; F05B2240/95; B63B  35/00; F03D   1/06; F03D  13/40; F03D  13/25; F16C2360/31; B63B  75/00; Y02E  10/721
333558557,US20090989262,"Supporting element for an offshore wind turbine, production method thereof and method for installing same","The invention relates to a supporting element (8) for an offshore wind turbine (3), comprising a base body (1) formed by a circular or polygonal basement (4), a shaft (5) with vertical walls and a plurality of vertical cavities (6) extending over the entire height thereof and a slab (2) dispose on the shaft (5) of the base body (1), on which slab (2) a wind turbine (3) is positioned and secured. The base body (1) of the supporting element (8) is produced using sliding formwork, from the basement (4) up to the upper base thereof. In addition, the method includes the following steps: ballasting the supporting element (8) by partially filling the above-mentioned vertical cavities (6); seaward towing the supporting element (8) from the production site thereof to the offshore wind turbine installation site; anchoring the supporting element (8) by filling the vertical cavities (6) completely; until the supporting element (8) rests on a stone bed (19) on the sea bed; and mounting the wind turbine (3).",2009,Y02E  10/727; Y02P  70/523; E02B2017/0039; E02B2017/0043; E02D  27/42; E04H  12/00; F05B2240/95; E02B2017/0073; E02B2017/0082; E02D  27/52; F03D  11/04; F03D  13/20; E02B  17/025; E02B2017/0091; E02D  27/425; F03D  13/22; F03D  13/10
333565685,AU20090296200,High efficiency turbine,"Provided is a turbine having a first impingement-type turbine portion and a second impingement-type turbine portion integrated into a rotatable disk, wherein the first impulse-type turbine portion has a plurality chutes and a high contact surface for contacting a working fluid and wherein the second impingement-type turbine portion has a plurality of ducts in an upstream rotor and a plurality of vanes in downstream rotor.",2009,B64C  27/20; F01D   1/026; F01D   5/22; F05B2240/241; B64C  11/00; F03B   1/00; F05B2210/16; Y02E  10/223; F03D  11/00; B63H   1/16; B63H  21/16; F03D   1/0608; Y02E  10/721
333567803,CN201010506895,Method and system for disengaging a shrink coupling on a turbine generator,"A system and associated method for disengaging a shrink coupling that secures a shaft to a drive train component, such as a gearbox, includes a reaction plate erected around the shaft at a location displaced from the shrink coupling, with the reaction plate being anchored in place relative to the shaft. A plurality of jacking devices, such as hydraulic jacks, are operationally disposed between the reaction plate and shrink coupling and spaced circumferentially around the shaft. The jacking devices have a first end engaged against the reaction plate and a second opposite end mechanically fastened to the shrink coupling. To remove the shrink coupling from the drive train component, the shrink coupling is released from its clamped state and the jacking devices are activated to exert a pulling force on the shrink coupling, which causes the shrink coupling to be pulled off of the drive train component and moved axially along the shaft to a resting position on the shaft.",2010,B23P  19/04; F16H  57/0025; H02K  15/0006; F03D  15/00; F03D  15/10; H02K   7/003; H02K   7/183; Y10T  29/49721; Y10T  29/53683; Y10T  29/49318; Y10T  29/53539; Y10T  29/37; B23P  19/00; B25B  27/064; Y10T  29/49822; Y10T 403/535; B23P  11/00; F03D  80/50; F05B2240/60; F16D   1/0858; Y02E  10/722
333580939,CN201020544680U,"Multipurpose generator of wind power, water power, ocean waves and tides power","The utility model belongs to the electricity generating device, which relates to a multipurpose generator of wind power, water power, ocean waves and tides power. The utility model is characterized by comprising a generator body and an axial-flow impeller. The axial-flow impeller for driving a rotor of the generator body to rotate is connected with the rotor through a rotating shaft. A fixing support, a float bridge or a float platform is arranged under the generator body for supporting. The utility model has the beneficial effects of simple structure, simpleness and convenience in installation and low cost, does not need a special reservoir dam, can generate electricity by directly using natural river water power or ocean wave power, greatly reduces the cost and the influence on natural environment, has low requirements on device material, installation place, environmental relief and the like and has high utilization ratio for natural wind power, water power, ocean waves and tides power.",2010,F03B   3/12; F03B  13/14; Y02E  10/72; F03B  13/26; F03D   9/00; F03B  13/00; Y02E  10/223; Y02E  10/38; Y02E  10/28
333580943,CN201020568114U,Marine energy collecting tower,"The utility model discloses a marine energy collecting tower. A buoyancy tank is arranged in a tower; the joint between the periphery of the buoyancy tank and the tower is provided with a pressure bearing wheel; the upper end of the buoyancy tank is provided with a worm shaft; the upper end of the worm shaft is provided with a worm; the middle part of the tower is provided with a middle bracket; the upper end of the middle bracket is provided with an upper bracket; the upper bracket is provided with a plurality of worm-wheel wind driven generator combination groups; the upper end of the middle bracket is provided with a front transmission bull gear and a back transmission bull gear; the front side of each transmission bull gear is coaxially provided with a transmission worm wheel which is matched with the worm respectively; the outer side of each transmission bull gear is provided with a pinion; and the back side of the pinion is provided with a generator. A wind-driven and water-driven comprehensive marine generating network consists of a wind driven generator group at the upper end of the tower and a wave driven generator group at the lower end of the tower, so that natural resources in the nature are utilized systematically and scientifically, network is established for generating power and people are benefited.",2010,F03D  13/25; Y02E  10/727; H02K   7/10; F03B  13/22; Y02E  10/38; E04H  12/12; F03B  15/00; Y02E  10/725
333590501,US20080742181,Seaborne transportation of wind turbine blades,"The present invention relates to a method for transporting a blade for a wind turbine, comprising the steps of lowering said wind turbine blade into water, whereby it floats, and transporting said blade in the water. The invention further relates to a wind turbine blade with its holes sealed, making the blade transportable by floating, and a blade comprising a keel, propeller and a rudder.",2008,B63B   9/06; B63B  35/003; B63B  59/02; F05B2240/95; F03D   1/00; F03D  11/04; F03D  13/40; B63B  21/56; B63B  35/00; Y02E  10/721; F03B   3/12; F03D  13/25; B63B  75/00; F16C2360/31; F03D   1/06; Y02E  10/727
333638353,EP20100824387,WIND GENERATOR WITH WATER FLOAT SAIL,"A wind generator with a water float sail includes a pond or a circular water tank containing liquid, a water float running system which can rotate in the pond or the circular water tank under the drive of wind and which includes a water float running platform (8) floating on the liquid and several sails (16) placed on the water float running platform, a location system which can locate the water float running system on the liquid surface, and make it rotate within a predetermined range, a brake system which can stop the rotation of the water float running system, and a generator system (23) which can transform the energy produced by the water float running system into electric power output. The wind generator can make the water float running system floating on the liquid surface rotate, and it can generate electricity with low cost and high power.",2010,F05B2260/406; Y02E  10/74; Y02P  70/523; F03D   5/00; F05B2260/902; Y02E  10/70; F03D   3/065; F03D   3/06; F03D   5/04; F05B2240/93; F05B2240/511
333688853,FR20110052014,DISPOSITIF FLOTTANT AVEC SYSTEME D'ANCRAGE PARTICULIER,"La prÈsente invention concerne dispositif flottant comprenant un flotteur et un systËme d'ancrage comprenant au moins deux lignes d'ancrage 3a et au moins deux ancres 31 sur le fond 9 sous-marin, chaque ligne d'ancrage Ètant associÈe ‡ une ancre et comprenant - une premiËre portion (32), comprenant une premiËre chaÓne et/ou un c‚ble mÈtallique connectÈe ‡ une ancre (31) par une premiËre extrÈmitÈ, et - une deuxiËme portion, appelÈe portion (33) Èlastique, comprenant au moins une corde Èlastique, connectÈe par une premiËre extrÈmitÈ ‡ la seconde extrÈmitÈ de la premiËre portion, et connectÈe par sa seconde extrÈmitÈ ‡ un point (C) de connexion du flotteur, caractÈrisÈ en ce que l'allongement sous charge de la portion (33) Èlastique est comprise entre 4,0.10 et 10,0.10 m/kN.",2011,F03D  11/04; B63B  21/50
333697328,EP20110164384,"Offshore station, foundation for an offshore station, and method for building an offshore station","The foundation (2) has a base (4) arranged on a bottom plate (3), and a floodable floating device (5) surrounding the base in shape of a ring, where the foundation is sunk by flooding a hollow chamber. The base projects from a water surface (12) in the sunk state of the foundation, where a structure of an off-shore-plant is mounted on the base. The floating device consists of ring segment-shaped pre-fabricated parts (19), and is formed of closed barrel-shaped containers that are arranged around the base. An outer ring wall is directly mounted on the bottom plate. An independent claim is also included for a method for constructing an off-shore plant.",2009,E02B  17/00; E02B  17/025; F03D  13/22; E02B2017/0065; E02B2017/0086; E02D  27/18; E02D  27/425; F03D  13/10; F03D  13/20; E02D  27/42; F03D  11/04; E02B  17/0017; E02B  17/02; E02B2017/0078; E02B2017/0091; F05B2240/95; F03D   1/00; Y02E  10/727; E02D  27/52
333702763,FR20110050579,SUPPORT FLOTTANT POUR STRUCTURE DE TYPE EOLIENNE,"Ce support flottant pour structure off-shore telle qu'une Èolienne, du type comportant des moyens en forme de m‚t (3) dont la partie supÈrieure est associÈe ‡ la structure et dont la partie infÈrieure est associÈe ‡ des moyens en forme de flotteurs (6, 7, 8) ÈquipÈs de moyens de ballastage permettant un dÈballastage de ces moyens en forme de flotteurs pour le remorquage du support et un ballastage de ceux-ci pour permettre l'Èchouage de ce support en position, est caractÈrisÈ en ce que les moyens en forme de flotteurs comportent des moyens (10, 13) de rÈception de blocs de lest (14) pour stabiliser le support en position d'Èchouage.",2011,B63B  21/50; F03D  13/25; Y02P  70/523; F05B2230/604; Y02E  10/727; E02B  17/027; E02B2017/0039; E02B2017/0065; F03D  11/04; B63B  35/44; E02B2017/0091; F03D  13/10; F05B2250/21; B63B2035/446; E02B  17/0004; F05B2240/95; F05B2260/503; E02B  17/0818; F03D  13/22
333702765,FR20110050580,SUPPORT FLOTTANT POUR STRUCTURE OFFSHORE DE TYPE EOLIENNE,"Ce support flottant pour structure offshore telle que notamment une Èolienne, du type comportant des moyens en forme de m‚t (3) de support dont la partie supÈrieure est associÈe ‡ la structure (4) et dont la partie infÈrieure est associÈe ‡ des moyens en forme de flotteurs (2) rÈalisÈs ‡ base de tubes de matÈriau mÈtallique, est caractÈrisÈ en ce que les moyens en forme de flotteurs comportent des manchons de flottaison (10, 11, 12) emmanchÈs sur au moins certains des tubes (6, 7, 8) des moyens en forme de flotteurs.",2011,B63B  35/44; B63B2001/128; Y02E  10/726; Y02E  10/727; F03D  11/04; F05B2240/95; B63B2005/245; B63B   3/06; F03D  13/25; F05B2240/40; B63B   1/107; F05B2240/93; F05B2250/231; B63B2035/446
333704245,ES20070388086T,TRANSPORTE MARITIMO DE PALAS DE TURBINAS EOLICAS.,"Un mÈtodo para transportar una pala (100) para una turbina eÛlica, que comprende las etapas de: - bajar la citada pala de turbina eÛlica (100) al agua, con lo que flota, y - transportar la citada pala (100) en el agua.",2007,F03D  13/25; Y02E  10/727; B63B  75/00; F16C2360/31; B63B  21/56; B63B  35/00; Y02E  10/721; F03D  11/04; F05B2240/95; B63B  35/003; F03D  13/40; F03D   1/06; B63B   9/06
333708418,CN201010620952,Offshore wind generator single pile base structure with stabilizer fin,"The invention relates to an offshore wind generator single pile base structure with a stabilizer fin, solving the technical problem of providing an offshore wind generator single pile base structure with a stabilizer fin, and aiming to improve the horizontal bearing performance of a fan base, improve the horizontal bearing force of a base pile and lower the displacement and the bending moment of the pile body. The technical scheme for solving the problem comprises: a group of stabilizer fins are additionally arranged on the elevation near the ground surface below a seabed mud surface and on the body of the base pile, the stabilizer fins are radially arranged by taking the base pile as the center, the length direction is parallel to the axial direction of the base pile, and the width direction is vertical to the axial direction of the base pile. The invention is suitable for the industry of offshore wind power generation, in particular the single pile fan base with a large pipe diameter.",2010,E02D  27/12; E02D  27/44; E02D  27/52
333719310,CN201020572545U,Floating vertical rotation axis wind turbine,"The utility model provides a wind turbine which can float on the water particularly on the sea. The wind turbine is composed of a counterweight, a connecting rope, a floating body, a generator, a speed changer and a connector, a vertical rotation axis and blades, a flexible connector and a bar frame, wherein, the floating body is connected with the counterweight through the connecting rope; the bar frame and the generator are fixed on the floating body; and the upper ends of the vertical rotation axis and the blades are fixedly suspended on the bar frame through the flexible connector, and the lower ends are connected with the generator through the speed changer and the connector. In the utility model, the generator can integrally float on the water under the buoyancy action, thus saving land resources; and the blades drive the rotation axis to rotate under the wind action, and electric power is generated by the generator and then is transmitted into a storage battery or a power network through a power transmission line.",2010,F03D   9/00; Y02E  10/74; B63B  35/44; F03D   3/00
333786602,NO20090003574,Fart¯y og framgangsmÂte for sammenstilling og installering av vindturbin til havs,"Det beskrives et fart¯y (1) for sammenstilling og installering av vindturbin (2) til havs, idet fart¯yet (1) er forsynt med en tÂrnmanipulator (15) innrettet til  kunne fastholde et tÂrn (21) i en liggende stilling langs og utenfor ei fart¯yside (111) samt  dreie tÂrnet (21) til en opprett stilling med et nedre tÂrnendeparti (211) ragende ned i en vannmasse (3) ved fart¯yet (1). Det beskrives ogs en framgangsmÂte for sammenstilling og installering av en vindturbin (1) til havs.",2009,F05B2240/95; B63B  35/00; F03D  11/00; F03D  13/10; F03D  13/40; B63B  35/003; Y02E  10/727; F03D  11/04
333866083,US20080742626,Power transmitting system through cables for airborne wind-type power generation applications,"The present invention deals with a new system for transmitting energy through a cable and interconnected pulleys. The traditional power transmission through pulleys sizes the system of belts and friction surfaces depending on energy to be transmitted and is obtained through systems composed of a rotary element for every point of application and of a flexible element for the connection. In the proposed system, the flexible element is a high-resistance cable and friction on the rotary element is increased by using interconnected pulleys, which increase the cable friction surface allowing power transmissions without any sliding till the cable breaking point. The lightness of such system allows it to find optimum application in transmitting to ground all wind energy produced at an upper level. The system of interconnected pulleys is further applied to discontinuous tractions in the sailing field, replacing the traditionally used winches.",2008,B66D   1/74; F03D  11/02; F03D  15/00; F03D  15/10; B63H   9/10; F03D  13/20; F16H   7/02; B66D   1/7415; Y02E  10/725; F03D   5/02; F16H  55/38; F03D   9/25; B65H  54/00; B66D   1/08
333866088,US20090610768,Support spine for a wind turbine blade,"According to embodiments described in the specification, a support spine for a wind turbine blade is provided, comprising an anchor member having a proximal end and a distal end, a transition member extending from the distal end of the anchor member, the transition member having a distal end, and a blade support member extending from the distal end of the transition member. At least a portion of the anchor member can be configured for coupling to a rotor drum. The support spine has a reduced cross-sectional area at the distal end of the transition member than at the distal end of the anchor member. The support spine can support one or more wind turbine blades.",2009,F03D   1/065; F03D  11/04; Y02E  10/721
333882688,FR20100059603,DISPOSITIF D'EOLIENNE OFFSHORE AVEC FLOTTEUR SEMI-SUBMERSIBLE PARTICULIER,"La prÈsente invention concerne un dispositif d'Èolienne flottante offshore comprenant un flotteur (2) de type semi-submersible et au moins une Èolienne (1) comprenant des pales (11), un rotor (12), une nacelle (13) et un m‚t (14), le m‚t Ètant assemblÈ audit flotteur. Le flotteur comprend au moins trois colonnes (3), chaque colonne comprenant une partie (4) non-immergÈe et une partie (5) immergÈe, et ÈlÈments de liaison (6) pour relier rigidement les colonnes les unes aux autres. La partie immergÈe (5) d'au moins une des colonnes (3) comprend au moins une portion de stabilisation (52) de plus grande section transversale, qui dÈfinit une surface supÈrieure (52a) et une surface infÈrieure reliÈes l'une ‡ l'autre par une surface pÈriphÈrique (52c).",2010,B63B  35/44; B63B2039/067; B63B   1/107; F03D  11/04; B63B2035/446; Y02E  10/727
333882920,FR20110050570,CORPS FLOTTANT ANNULAIRE,"L'invention concerne le domaine des corps flottants, et plus particuliËrement un corps flottant annulaire (1) comportant une ouverture centrale (2) en puits, configurÈ tel que, dans l'eau, avec une houle d'une pÈriode sensiblement Ègale ‡ une pÈriode propre du corps flottant (1) en pilonnement, des efforts verticaux exercÈs sur le corps flottant (1) par une masse d'eau oscillant dans l'ouverture centrale (2) en opposition de phase par rapport ‡ la houle, compensent au moins partiellement des effort verticaux exercÈs sur le corps flottant (1) par la houle, ainsi qu'un procÈdÈ d'extinction au moins partielle d'un mouvement de pilonnement du corps flottant (1) ‡ une pÈriode propre du corps flottant (1).",2011,F03D  13/25; B63B  39/00; B63B  35/44; B63B2241/12; F05B2240/93; Y02E  10/727; B63B2241/08; B63B  39/02; B63B2241/06; B63B   1/04; B63B  39/03; B63B2035/446; B63B2039/067
333883000,FR20110051640,NAVIRE DE TRANSPORT SUR UN SITE 'OFFSHORE' D'UNE EOLIENNE ET PROCEDE POUR SA MISE EN PLACE,"La prÈsente invention se rapporte notamment ‡ un navire (4) de transport sur un site 'offshore' d'une Èolienne (2) pourvue d'une fondation (1) dite 'gravitaire', c'est-‡-dire apte ‡ stabiliser l'Èolienne (2) sur un fond marin (FM) sous l'effet de son propre poids additionnÈ ‡ celui de l'Èolienne, ce navire (4) ayant, vu de dessus, la forme gÈnÈrale d'un 'U', avec deux 'branches' dÈfinissant des coques (40), ainsi qu'un pont de jonction (41) qui les relie, l'espace qui sÈpare ces coques (40) autorisant l'engagement dans celui-ci du m‚t (23) de l'Èolienne (2), caractÈrisÈ par le fait qu'il comporte une pluralitÈ de 'piles' rigides et verticales (5), qui traversent de part en part ledit navire (4), leur extrÈmitÈ infÈrieure Ètant pourvue de moyens dÈformables (6) de connexion ‡ des complÈmentaires (8) portÈs par ladite fondation (1), ces piles (5) Ètant mobiles, ‡ la demande, en direction verticale, de sorte que, par un mouvement de descente de ces piles (5), ladite Èolienne (2) est guidÈe et stabilisÈe lors de ce mouvement descendant, et que, par un mouvement ascensionnel, lesdites piles (4) transmettent un mouvement ascendant ‡ ladite Èolienne (2).",2011,B63B  35/00; F03D  13/10; Y02B  10/30; F03D  13/22; B63B   1/121; B63B  35/44; Y02E  10/727; B63B  35/003; F03D  13/40; F05B2240/95; E02D  15/08; F03D  11/04; E02B  17/00
333889458,KR20090081861,A aerial wind power generating system,"PURPOSE: An aerial wind power generating system for preventing interference between a cable and an impeller is provided to prevent interference between in impeller and a cable even if a support cable is slightly inclined. CONSTITUTION: An aerial wind power generating system for preventing interference between a cable and an impeller comprises support cables(200,210,220,230), a generator frame(330), wind power generators(300), and impellers(320). The support cables comprise two cables extended from both sides of a floating body and connect the floating body and a fixed structure on the ground. The generator frame is installed between the cables. The wind power generators are installed in the generator frame. The impellers are installed in the wind power generators.",2009,F03D   9/00; F03D  11/04; Y02E  10/72; F05B2240/922; F03D  13/22; F03D   1/00; F03D   9/34; F03D  80/50; F03D  80/70
333891515,KR20090083802,Electric power plant use wind and water,"PURPOSE: An electric power plant using wind and water power is provided to increase power-generation capacity since a rotating blade is installed on the center of a water turbine, and thus the water turbine is efficiently rotated by water power and wind power. CONSTITUTION: An electric power plant using wind and water power comprises a barge(100), a water turbine(110), rotating blades and a generator. A through-hole is formed on the center of the barge. The water turbine rotates with a central shaft(112), which is installed on a post(102). Buckets(113) are formed along the outer circumferential surface of the water turbine at regular intervals. The rotating blades are installed on the inner hole of the water turbine and rotate with the central shaft. The generator is connected to the central shaft and generates electricity.",2009,F03D   9/008; F03B   7/003; F03D   9/00; F05B2220/706; F03B  13/12; F05B2220/32; B63B  35/28; Y02E  10/725
333895130,KR20090087363,Horizontal Type Windmill And Marine Based Horizontal Type Power Generator,"PURPOSE: A horizontal windmill changing location to wind direction and a marine horizontal power generator using the same are provided to move according to wind direction by mounting a windmill on a floating member. CONSTITUTION: A horizontal windmill changing location to wind direction comprises a rotary shaft, a supporting part, an upward force generating part(15a), and a flap part(15b). Both end part of the rotary shaft is horizontally and pivotally combined in the fixture. The supporting part is combined with both side of the rotary shaft, respectively. The upward force generating part is located between the supporting parts according to the columnar direction of the rotary shaft at a regular interval. The upward force generating part produces upward force using the fluid flow between the supporting parts. The flap part is bent at the trailing edge of the upward force origination part toward the direction of the rotation axis.",2009,F03D   3/06; F05B2240/2212; Y02E  10/74; F03D   3/002; F03D   3/0418; F03D   9/00; F05B2240/95; F03D  11/00
333896152,KR20117001538,SUPPORT STRUCTURE FOR USE IN THE OFFSHORE WIND FARM INDUSTRY,NULL,2009,E02B  17/025; E02B2017/0091; E02B2017/0065; F03D  11/04; F05B2240/95; E02B  17/027; F03D  13/10; Y02E  10/727; E02B2017/0039; Y02P  70/523; F03D   1/00; F03D  13/22
333899521,KR20100117351,NURSERY APPARATUS FOR IMPOUNDING FISHES,PURPOSE: Various types marine cage farms are provided to facilitate construction thereof in a form suitable for construction environment or condition. CONSTITUTION: Various types marine cage farms comprise: two base portions(10) which are built from the bottom of the sea and are arranged at an interval from each other; a sea-surface wind power generation facility(20) which is installed on the top of one or both of the two base portions; a mesh part(30A) which connects two base portions to each other; and a cage cultivation space which is formed by the two base portions and mesh part.,2010,F03D  11/04; Y02P  60/64; Y02A  40/81; A01K  61/00
333900644,KR20100087320,TIDAL GENERATING MODULE AND METHOD,"PURPOSE: A tidal power generation module and a tidal power generation method using the same are provided to enable continuous power generation in high tide and ebb tide using compressed air or the gravity of seawater. CONSTITUTION: A tidal power generation module comprises multiple substructures(100), multiple compressed air formation tanks(200), a superstructure(300), an up/down motion unit(500), and a power generating unit. The substructures are connected to a connecting member(101). The compressed air formation tanks have an air inlet(210) and a seawater inlet(220). The multiple compressed air formation tanks are operated, respectively. The superstructure is formed on the upper part of the compressed air formation tank. The up/down motion unit is moved up and down by a hollow(310) of the superstructure. The air supply unit of the up/down motion unit supplies compressed air. A space of the up/down motion unit stores the air provided through the air supply unit. The power generating unit generates power by the vertical motion of the up/down motion unit into rotational motion.",2010,F03D   9/008; Y02E  10/20; F03B  13/264; F03B  17/02; F03B  11/004; F05B2220/32; F05B2260/503; F05B2240/93; B63B  38/00; F03B  13/26
333901087,SE20090001298,St‰dfarkost fˆr marint bruk,NULL,2009,E02B  15/103; B63B  35/32; E02B  15/10; Y02E  10/727; E02B  15/04
333936715,CN201020210122U,Toilet-flushing device by utilizing waste water lifted by wind energy,"The utility model discloses a toilet-flushing device by utilizing waste water lifted by wind energy, comprising a wind driven generator, an electric water pump, a high-level water tank and a lower-level water tank. The toilet-flushing device is characterized in that: the wind driven generator is connected with a motor of the electric water pump by a lead wire through a switch, the lower-level water tank is arranged below a water faucet to collect waste water, the upper end of a floating ball lever in the lower-level water tank can shift a switch to connect or disconnect a circuit between the wind driven generator and the motor of the electric water pump, and the water in the lower-level water tank is pumped to the high-level water tank. Overflow ports at the middle-upper parts of the lower-level water tank and the high-level water tank are communicated with a sewer. The floating ball lever in the high-level water tank is fixed with a valve rod of a running water valve on the high-level water tank, the running water valve is closed or opened when a floating ball floats to a certain position along with the water level, and a water drainage pipe and a water drainage valve are arranged at the bottom of the high-level water tank.",2010,E03C   1/12; E03C   1/14; F03D   9/00; Y02E  10/72; E03D   1/00
333937532,CN200920179150U,Carrier,"The utility model discloses a carrier, which comprises at least one sheet metal or slab with at least one fluted surface, and is characterized in that the fluted surface adopts a rib-shaped appearance, wherein the rib-shaped appearance comprises a plurality of adjacent ribs being permanently rolled and longitudinally extending along at least one part of the fluted surface; and at least one layer of coating for keeping the rib-shaped appearance is coated on the rib-shaped appearance.",2009,B64C  21/02; F03D  11/00; F15D   1/10; Y02T  70/12; B63B   1/32
334020988,DE20101002181,"Onshore-production plant for manufacturing offshore wind energy plant in e.g. port, has heavy load-module transporters provided on running tracks for transporting between intermediate storage facilities if necessary","The plant (1) has local bracings provided as load-bearing assembly devices. Heavy load-module transporters (4) are provided on running tracks (3) for transporting between individual production stations e.g. first production station for foundation production, second production station for production of a mast i.e. pre-stressed concrete mast, third production station for final assembly and fourth production station (IV) i.e. transfer station, and between intermediate storage facilities if necessary. An independent claim is also included for a method for producing a partly-produced offshore wind energy plant in an onshore production plant.",2010,B63B  35/44; B63B2035/446; F05B2240/95; F03D  13/10; F03D  13/40; E04H  12/34; F03D  13/22; F03D  80/00; Y02E  10/727; E02D  27/52; B66C   9/00; B66C  23/185; B66C  23/26; Y02P  70/523; F03D  11/04; F03D  13/25
334023058,US20100914205,Floating platform with improved anchoring,"The floating platform (2) according to the invention is provided with anchors (9-11) which are arranged vertically below connecting locations (20, 21, 22) on a floating support structure (7). Mooring cables (26, 27, 28) extend from each anchor (9-11) vertically upward to corresponding connecting locations while other mooring cables (29) to (34) extend at an angle upward to connecting locations arranged beyond the center (19). As a result, a stable floating platform with high load-carrying capacity is obtained.",2010,B63B  21/50; F03D  13/25; B63B2035/446; B63B  21/502; B63B  21/29; Y02E  10/727; B63B  35/44; F05B2240/93
334035319,GB20110004093,Offshore structures and associated apparatus and methods,"Described are structures, such as wind turbine structures 100,1000 for offshore sites, comprising transport elements, eg an annular protrusion 150,250 configured for complementary mating with engagement portions 190 of a clamp 200,300 which allow for transporting of the structures using that clamp. The clamp may comprise two or more portions 310a, 310b which are positioned around the structure. A wind turbine may be transported as a completed structure. Generally, the transport element is provided at an attachment region of a tower, or the like, where the tower would attach to a support, such as a jacket. There is also described apparatus for allowing for transport of a wind turbine structure, comprising a clamp. In some cases, the apparatus is also configured so as to modify the effective centre of gravity of an associated structure, and/or the effective centre of inertia of an associated structure. An orientation assembly (870, figs.10a, 10b, 11a) comprising six actuators (875) controlled by the use of positioning signals may be provided to allow relative movement of the clamp, and thus the clamped structure, with respect to a lifting device. A crane 80 may transport a wind turbine to/from a barge, fig.13a.",2011,F03D  13/25; E02B2017/0039; F03D  80/00; Y02E  10/727; E02B2017/0091; F03D  11/00; B63B  35/003; E02B  17/0004; F03D   1/00; F03D  13/40; B66C  23/185; F05B2240/95; Y10T  29/49826; B63B  35/00; F03D  13/10
334094840,DE20091054364,"Storage power station e.g. pump storage power station, for conversion of potential energy of stored water into electric energy, has water-filled rock layers and/or soil transformations functioning as energy storages and/or reservoirs","The station has water-filled rock layers e.g. sub-terrestrial caves and/or cave lakes, cirques and lakes, with lower and upper reservoirs (4, 8) and/or soil transformations functioning as energy storages and/or reservoirs for obtaining need-based electrical energy from water in the rock layers in combination with wind energy. A sterling motor (5) utilizes geothermal energy of the rock layers and hot water and/or thermal energy for obtaining mechanical energy to drive conveyor pumps (6). The rock layers are sealed with water-proof concrete.",2009,Y02E  60/17; Y02E  10/725; F03D   9/008; F03D   9/25; Y02E  10/22; F03D   9/14; F03B  13/06
334095461,DE20091058277,Vorrichtung zur Nutzung von technischen Ger‰ten im Unterwasserbereich,"Bekannt ist eine Vorrichtung an einem wasserbenetzten Bauwerk mit einer vertikalen F¸hrungsschiene, auf der ein Ger‰teschlitten l‰uft, der jedoch durch seinen Auftrieb im Wasser und durch Strˆmung und Wellendynamik leicht in der F¸hrungsschiene verkantet. Die erfindungsgem‰fle Vorrichtung (01) weist Andruckeinheiten (14) am Ger‰teschlitten (08) mit einem drehbar gelagerten Hebel (28) mit einer St¸tzrolle (30) und einem Gewichtspaket (29) auf. Dabei ist die Abtriebskraft des Gewichtspakets (29) im Wasser grˆfler als die Auftriebskraft des Ger‰teschlittens (08), sodass dieser an das Bauwerk (06) angedr¸ckt wird und nicht l‰ngs verkanten kann. Weiterhin sind erfindungsgem‰fl am Ger‰teschlitten (08) zumindest zwei Abstandshalter (15) vorgesehen, die sich am Bauwerk (06) abst¸tzen und der seitlichen Verkantung des Ger‰teschlittens (08) sowie ¸berm‰flig grofler Krafteinwirkung auf die F¸hrungsschiene (05) vorbeugen. Zum kontrollierten Ausbringen und Einholen des Ger‰teschlittens (08) ist eine koppelbare Fier- und Hieveinrichtung vorgesehen. Mit der Vorrichtung (01) nach der Erfindung kˆnnen im Bereich von Bauwerken mit schwierigen Strˆmungsverh‰ltnissen, beispielsweise Pylonen von Offshore-Windkraftanlagen, beliebige Ger‰te, beispielsweise Videokameras, Probennehmer oder Tauchausr¸stungen, zuverl‰ssig in den Unterwasserbereich verbracht und eingesetzt werden.",2009,F03D  11/04; F03D  80/50; Y02E  10/72; F05B2230/80; F05B2240/95; G21C  17/013; B63C  11/52; E02B  17/0034; E06C   7/12; Y02P  70/523
334101108,CN200910140117,"Fixed comprehensive fleet capable of sinking and floating automatically and generating electricity by wave, wind and light at seal level without manual control","The invention discloses a fixed comprehensive fleet capable of sinking and floating automatically and generating electricity by wave, wind and light at seal level without manual control. The fleet provided by the invention is a mesh trapzoidal fleet formed by 30 (or more or fewer) minitype flat-bottomed fixed comprehensive ships capable of sinking and floating automatically and generating electricity by wave, wind and light at sea level without manual control through interconnection of firm anchor lines all around, and the fleet is fixed to a cement post at the seabed by firm anchor lines. Each generating ship is provided with an ocean wave impact generating set, a wind generating set, a photoelectric cell unit, a ship body automatic sinking and floating device, a storage battery and the like, thus the inexhaustible wave energy, wind energy and light energy at sea level can be used fully and converted into electric energy to be stored in the storage battery or transmitted to a land electric network. In addition, the fleet can automatically avoid the attack of outsize wind wave. A gigantic rough trammel net installed underwater surrounding the fleet can be used for catching fish and culturing fish. Marine animals and plants such as sea tangle, pearls or clam shells and the like can be cultured under the anchor lines among the ships. The fleet is a comprehensive generating device at sea level capable of utilizing ocean resources fully.",2009,F03B  13/00; F05B2240/95; B63B  35/00; F05B2240/12; H02K   7/18; H02N   6/00; B63B  35/44; B63B2035/446; B63B2035/4466; F05B2240/40; F03D   9/007; F05B2220/708; F03D   9/008; F03D  15/10; F05B2240/133; F05B2240/93; Y02E  10/38; A01K  69/06; F03D   9/00; F03D  13/25; H02S  10/10; B63B2035/4453; F03B  13/22; H02S  10/12; Y02E  10/727
334114452,CN201020579333U,Universal orthogonal coupler,"The utility model discloses a universal orthogonal coupler which comprises a middle bracket, a fixed shaft seat and a universal shaft seat, wherein the fixed shaft seat and the universal shaft seat adopt the structure that pin shaft holes are formed at two ends and shaft holes are formed in the middles; the middle bracket adopts a crux structure with brackets in pair symmetry, the first symmetric bracket of the crux structure adopts the structure that a pin shaft fixing hole is formed on a plane, and the second symmetric bracket of the crux structure adopts the structure that middle pin shaft holes are formed on end planes; the fixed shaft seat is fixed on the first symmetric bracket through a parallel linking arm; and the universal shaft seat is movably connected to the second symmetric bracket through an orthogonal linking arm. The universal orthogonal coupler can compensate included angles among shafts and radial run-out, as well as float variation of distance among shaft ends, and has the advantages of small distances among the shaft ends, large compensation dosage, and small difference return space.",2010,F16D   3/44; F03D  11/00; F16D   3/26
334117273,CN201020541446U,Oceanographic data buoy wind energy self-charging device,"The utility model relates to an oceanographic data buoy wind energy self-charging device comprising a water temperature detector arranged at the bottom of the left end in a housing of a buoy, a control cabinet with a built-in single-chip microcontroller in the middle of the left end, a mast fixed on the upper end surface of the control cabinet, and a storage battery at the lower end part at the right end in the housing of the buoy, as well as an azimuth sensor, a wind velocity sensor, an air temperature sensor, an air pressure sensor, an anchor lamp, an antenna and a radar reflector, which are distributed and fixed on the mast, wherein the water temperature detector, the azimuth sensor, the wind velocity sensor, the air temperature sensor, the air pressure sensor, the antenna and a wiring terminal of the storage battery are electrically connected with interfaces on the single-chip microcontroller by cables; the anchor lamp is electrically connected with the wiring terminal of a storage battery power supply by a wire; the antenna is electrically connected with the radar reflector by the cable; and the oceanographic data buoy wind energy self-charging device is characterized in that a wind driven generator engine base with a wind driven generator is arranged at the upper end part at the right end in the housing of the buoy, the power supply output end of the wind driven generator is electrically connected with the power supply input end of a charge controller, and the power supply output end of the charge controller is electrically connected with the wiring terminal of the storage battery power supply.",2010,H02J   7/32
334160323,US20080743126,Power generator,"A power generator assembly (10a) for using kinetic energy from a flowing fluid (12) to generate power. The power generator assembly (10a) includes a blade assembly (14) and a generator (30). The blade assembly (14) has a head end (16) for facing oncoming flowing fluid (12), a tail end (18) spaced from the head end (16) for facing in the direction of flow of the fluid (12), and a rotational axis (20) extending between the head end (16) and the tail end (18). The blade assembly (14) includes a blade arrangement (22) which is arranged in generally helical fashion about the rotational axis (20), and at least one mounting formation (24) connected to the blade arrangement (22). Each mounting formation (24) is adapted to permit mounting of the blade assembly (22) for rotation about its rotational axis (20), so that in use fluid (12) flowing past the power generator assembly (10a) interacts with the blade arrangement (22) to rotate the blade assembly (24) about its rotational axis (20). The generator (30) is drivingly connected to the blade assembly (22) for generating power in response to rotation of the blade assembly (22).",2008,F01D   5/00; Y02E  10/721; F03B  11/02; F03B  17/062; F03D   1/04; F03B   3/10; F03B   3/126; F03B  13/10; F05B2210/16; F05B2240/93; Y02E  10/28; F03D   1/0633; F03D   7/0236; F03D   9/25; F05B2240/243; Y02E  10/38; Y02P  80/158; F03B   3/12; F03B  17/061; F03D   9/00; F03D  13/20; F05B2250/25; F03B  13/00; F03D   9/32; F03D  80/70; H02P   9/04; Y02E  10/725; Y02E  10/727
334191434,JP20100544258,NULL,NULL,2008,B64C  11/32; F03D   7/0224; B63H   3/04; B63H   3/06; F04D  25/02; F04D  29/36; F05B2260/76; F05B2260/79; F05B2270/606; F05B2270/602; F05B2270/604; Y02E  10/723
334200863,EP20110719811,CABLE PULL-IN SYSTEM AND METHOD FOR OFFSHORE STRUCTURES,NULL,2011,F16L   5/00; Y02E  10/72; F16L  57/02; F16L   1/123; F03D  80/85; H02G   1/10; H02G   9/02; F16L   5/02; F16L   1/12; H02G   3/22
334208140,RU20090113829,"CONTROL DEVICE FOR FREE FLAYING ISOLATED ELEMENTS, FOR EXAMPLE WING","FIELD: transport. ^ SUBSTANCE: control device for windmill installation comprises primary fixing appliances intended for fixation of first end of haulage rope, second end of which is connected to device or vehicle, for example ship receiving thrust force, and secondary fixation appliance intended for fastening preset number of haulage ropes with their ends jointed to aerodynamic wing-like element, and mechanical support frame. Supporting frame joints primary fixation appliances with secondary fixation appliances to transmit thrust force. Secondary fixation appliances of updated control device comprise at least one top fixed point of attachment, left moving point of attachment, right moving point of attachment and control actuators to very the distance between top fixed attachment point and left moving attachment point, and to vary distance between top fixed attachment point and right moving attachment point. ^ EFFECT: higher maneuverability and stability in using windmill system. ^ 33 cl, 5 dwg",2006,B63B  35/79; B63B   9/04; B63H   9/08
334208445,RU20090114181,FERRY,"FIELD: transport. ^ SUBSTANCE: invention relates to river transport and can be used to carry people and transport facilities from one river bank to another, or to generate electric power during freezeup. Proposed ferry comprises water craft with its bow accommodating carousel-type windmill, two hydraulic turbines, electric generators and ramjet hydraulic turbine. Electric motors are installed on ferry sides linked with water propellers via vertical shafts and reduction gears. Note here that one end of the rope is secured to the barrel and another one is jointed to support mounted on river bottom in headwaters. ^ EFFECT: expanded performances, electric poser production. ^ 3 dwg",2009,B63B  35/34; B63B  35/44
334222824,CN200980124291,Pneumatic mechanical power source,"A mechanical power system is provided for providing torque without using a heat engine in virtually any non-aviation application where fossil-fuel engines have conventionally been used, by simply replacing the fossil-fuel burning engine with a rotary pneumatic motor of appropriate size for the application and feeding pressure-regulated compressed gas to the rotary pneumatic motor. The rotary pneumatic motor can be used virtually anywhere, and requires merely a supply of compressed gas to run it, preferably compressed nitrogen. Automotive, marine and electrical generating applications are easily adaptable, and auxiliary fossil-fuel engines can be added for emergencies where a supply of compressed gas has been exhausted. A screw-type compressor can be electrically powered to supply compressed gas to the pneumatic motor where tanks of compressed gas have been exhausted. Tanks of compressed gas are to be conveniently user replaceable. An electrical generating power plant includes an array of solar panels for generating direct current (DC) and a DC/AC converter for converting the DC to alternating current (AC) and outputting a portion of the AC via a power plant output port to supply an AC load.",2009,B60K   6/00; F03G   6/00; F03D   9/00; Y02T  10/6217; B60L2210/40; F01C   1/00; B60L   1/003; B60L  50/62; B61C   8/00; Y02B  10/20; Y02B  10/30; Y02E  10/46; Y02T  10/7241; B60L  50/90; B60L  50/16; B60L2200/26; F02B  61/00; Y02T  10/7077; B63H  21/165; B60K   6/12; B60Y2400/15; Y02T  10/6208
334278686,EP20110720021,ONSHORE PRODUCTION FACILITY FOR OFFSHORE WIND ENERGY SYSTEMS AND METHOD FOR CREATING AT LEAST PARTIALLY FINISHED OFFSHORE WIND ENERGY SYSTEMS,NULL,2011,F03D  80/00; B63B  35/44; B66C  23/08; B66C  23/18; B66C   9/00; B66C  23/26; F03D  13/25; Y02E  10/727; B66C  23/185; F03D  13/40; F03D   1/00; F05B2240/95; B63B2035/446; F03D  13/22; Y02P  70/523; F03D  13/10
334280265,RU20090114182,RIVER FERRY,"FIELD: transport. ^ SUBSTANCE: invention relates to river vehicles and can be used for all-the-year-round transportation of people and cargoes from one river bank to another. Proposed ferry comprises water craft with symmetric boa parts supporting vertical barrels furnished with rings, ropes, two rotor-type windmills, hydraulic turbines mounted in cylindrical flow passages, electric generators connected with storage batteries mounted on water craft deck, nearby control post. Note here that one end of the rope is secured to the barrel and another one is jointed to support mounted on river bottom in headwaters. Water craft bow part with its bottom having suction openings houses water-jet propeller representing a multi-blade impeller linked by shaft with electric motor. ^ EFFECT: improved operating conditions. ^ 4 dwg",2009,B63B  35/54; B63B  35/12
334287014,KR20090097265,Floating offshore combind generator,"PURPOSE: A floating offshore combined generator, capable of mount place movement, is provided to perform successive power generation by simultaneously performing wind power generation and tidal power generation. CONSTITUTION: A floating offshore combined generator comprises a buoy(10), a wind power generator(30), and a tidal power generator(70) and an anchor(20). The buoy has buoyancy in order to float on the sea surface. The wind power generator is installed on the top of the buoy. The wind power generator has propeller with different sizes. The wind power generator generates electricity by rotating in wind blowing direction. The tidal power generator is installed in the lower part of the buoy in order to locate in underwater. The anchor is supported with seafloor and is connected with the lower part of the buoy.",2009,F03B  13/264; F03D   9/00; F03D  11/02; F03D   1/00; F03D   9/008; F05B2260/40; Y02E  10/725; F03B  17/02; F03D   1/025; F05B2220/7068; F03B  13/00
334291958,KR20090134940,WIND POWER GENERATOR,"PURPOSE: A wind power generator is provided to reduce costs by simplifying the structure of a nacelle assembly and to reduce the aerodynamic noise and fatigue of a blade. CONSTITUTION: A wind power generator comprises a tower part(100), a nacelle assembly(200), and a rotor(300). The tower part comprises a main shaft(220), a tower shaft(120), and an output shaft(610). The main shaft is horizontally supported inside the nacelle assembly to be rotatable when the rotor is rotated. The tower shaft is vertically supported inside the tower part to be rotatable when the main shaft is rotated. The tower shaft comprises a yoke mechanism(500). The yoke mechanism is installed in the bottom end of the tower shaft and reduces repulsive torque occurred in the tower shaft.",2009,F03D  80/82; Y02E  10/727; Y02E  10/723; F03D  80/70; F03D   1/00; F03D   7/0204; F03D  11/02; F03D  13/25; F03D  15/00; F03D  15/10
334292601,KR20100074130,THE FACILITY OF COME ALONGSIDE THE PIER THE USE OF WIND POWER GENERATION PLANT ON THE SEA,"PURPOSE: A quay wall for ocean wind power generator, capable of protecting a mothproof member using a heater, is provided to efficiently supply electricity after generating the electric power by suing a solar panel. CONSTITUTION: A quay wall for ocean wind power generator comprises a vessel docking support stand(200), a guide(1), an anchor, a solar panel, a seaway guide light(3), and a wind vane(8). The vessel docking support stand is installed in the sea surface which contacts with an ocean main structure(100). The anchor fixes the ship. The support stand of the solar panel is installed in one side of the ocean main structure which is close to the vessel docking support stand. The electricity produced by the solar panel is supplied to a distance sensor and a sea route guiding light. The sea route guiding light is installed on both side of the top of the vessel docking support stand and guides a vessel to the safe sea route. The wind vane is installed in the side end of the support stand.",2010,B63B  38/00; E02B   3/20; H02S  10/00; B63B  51/00
334292602,KR20100074131,THE FACILITY OF COME ALONGSIDE THE PIER THE USE OF WIND POWER GENERATION PLANT ON THE SEA,"PURPOSE: A quay wall for ocean wind power generator, which uses a distance sensor and a GPS device, is provided to prevent damage to a harbor facility due to impact, when a ship is being docked, by mounting a reinforcing plate between a skeleton part and a docking support stand. CONSTITUTION: A quay wall for ocean wind power generator comprises a docking support stand(200), a skeleton part, a reinforcing plate, a guide(1), an anchor, a solar panel, and a seaway guide light(3). The docking support stand is installed on the sea surface which contacts a marine structure. The skeleton part is installed in the slope between the support stand for the marine structure. The reinforcing plate is installed between the support stand for the skeleton part. The solar panel is installed in one side of the marine structure which is close to the support stand. The electricity produced by the solar panel is supplied to the seaway guide light and distant sensor. A wind vane(8), inducing the direction of wind, is installed in side end of the support stand.",2010,B63B  22/166; B63B  38/00; H01L  31/042; Y02E  10/72; B63B  35/00; B63B  51/00; B63B2209/18; E02B   3/20; Y02P  70/523; Y02E  10/50
334312555,US20080513694,Construction method and construction apparatus for offshore wind turbine generator,Provided is a construction apparatus for safe and smooth construction of a floating offshore wind turbine generator in deep sea. The construction apparatus for constructing the offshore wind turbine generator with a crane ship includes a guide member attached to the crane ship in a work position perpendicular thereto such that a bottom end of the guide member is disposed under the sea and at least one pair of arm units that include grippers capable of holding and releasing a tower member divided into a plurality of segments in an axial direction and that slide along the guide member.,2008,F05B2230/6102; B63B  27/10; Y02E  10/727; Y02P  70/523; B63B  27/16; F05B2240/95; Y10T  29/49826; B66C  23/185; Y02E  10/721; B23P  11/00; B63B  35/00; F03D  13/10; B63B  35/003; B66C  23/52
334331551,EP20110720437,ELECTRIC PITCH CHANGE SYSTEM FOR PROPELLER,NULL,2011,F03D   7/0224; F03D   7/04; B63H   3/06; F05B2260/79; F05B2210/16; Y02E  10/723; F01D   7/00; Y02E  10/721
334333014,CA20092738797,HIGH EFFICIENCY TURBINE,"Provided is a turbine having a first impingement-type turbine portion and a second impingement-type turbine portion integrated into a rotatable disk, wherein the first impulse-type turbine portion has a plurality chutes and a high contact surface for contacting a working fluid and wherein the second impingement-type turbine portion has a plurality of ducts in an upstream rotor and a plurality of vanes in downstream rotor.",2009,B64C  27/20; F03B   1/00; F03D   3/06; F03D   1/0608; F05B2210/16; B64C  11/00; F03D  11/00; F05B2240/241; Y02E  10/223; B63H   1/16; F01D   5/22; B63H  21/16; F01D   1/026; F03D   1/06; Y02E  10/721
334357543,EP20110382142,"Generator rotor, assembly method and related insertion tool","Generator rotor comprising a rotor rim and a plurality of permanent magnet modules and a plurality of anchors arranged at an outer or inner circumference of the rotor rim such that the anchors substantially fix the permanent magnet modules to the rotor, wherein the permanent magnet modules comprise a base having a bottom surface, two axially extending side surfaces and a top surface, and one or more rows of magnets mounted on said top surface, wherein the two side surfaces of the permanent magnet modules each comprise an axially extending groove, and wherein the anchors have a shape that substantially fits exactly in axially extending grooves of neighbouring permanent magnet modules.",2011,H02K2213/12; Y10T  29/49012; F03D   9/25; H02K   7/1838; Y10T  29/53143; Y02E  10/725; H02K   1/27; H02K   1/278; H05K 999/99; H02K  15/03; F03D  15/20; H02K   7/18
334389215,US20100953567,Concrete tower,A concrete tower is provided. The concrete tower may be a concrete tower for a wind turbine. The compressive strength of the concrete is changed in dependency of the height of the tower. The concrete tower includes a number of tendons that are arranged to pre-stress the concrete tower. Each tendon is anchored with the concrete tower at a first end of the tendon and at a second end of the tendon.,2010,E04H  12/16; Y02E  10/72; E04H  12/20; E04C   5/08
334425436,NL20112006315,INRICHTING EN WERKWIJZE VOOR HET OP EEN GEDEFINIEERDE PLAATS OP DE BODEM VAN EEN WATERMASSA STORTEN VAN STENEN.,NULL,2011,E02D  15/10; B63B  35/44; Y02E  10/727; E02D   3/08; B63B  35/30; B63B  27/28; B63B  27/34; B63B  35/306; E02D   5/10
334470430,IL20110211199,"Deep offshore floating wind turbine and method of deep offshore floating wind turbine assembly, transportation, installation and operation",NULL,2011,Y02E  10/727; F05B2240/95; F03D  13/25; F03D; F05B2240/93; B63B2035/446; F03D  13/10; F03D  13/40; Y02P  70/523; F05B2240/97
334472621,EP20110168879,Assembly and/or maintenance of a wind turbine,"The invention concerns a method for assembly and/or maintenance of a wind turbine (29), whereby at least one rotor blade (21) is attached to and/or detached from a hub (13) of the wind turbine (29) which hub (13) is removably fixed to a mounting device (7) positioned at a substantial distance above a ground surface level. The invention also concerns a mounting device (7) for that purpose.",2011,F03D   1/06; F05B2230/604; Y02P  70/523; F03D   1/00; Y02E  10/721; F03D   1/0658; F05B2230/61; F05B2240/95; Y02E  10/727; F03D  13/10
334485210,JP20100534105,NULL,NULL,2008,G01C  21/00; F05B2270/806; Y02E  10/28; F05B2240/97; F05B2240/932; Y02E  10/38; B63B  79/00; Y02E  10/723; F03B  13/26; F05B2270/8041; G08G   3/00; Y02T  70/74; B63J  99/00; F03B  17/06; F03D   7/042; G08C  15/00; F03D  17/00
334497535,US20090637575,Systems and methods for assembling an offshore support system for use with a wind turbine,A method of assembling an offshore support system for use with a wind turbine. The method includes coupling a damper to a wind turbine tower. A counter-balance system is coupled to the damper for suspending at least a portion of the wind turbine above a water surface. The damper is positioned at least partially below a water surface to facilitate reducing movement of the wind turbine in at least one direction. The counter-balance system is positioned at least partially below the water surface to stabilize the wind turbine when subjected to wind and tidal forces.,2009,F03D  13/10; B63B  39/03; B63B2039/067; F05B2240/95; F03D   9/00; F03D  13/22; E02D  29/00; F03D  11/04; Y02E  10/727; F05B2240/93; F03D  13/25
334497537,US20100797236,Offshore support structure and associated method of installing,"A support structure for an offshore device and a method of assembling and installing the support structure, is provided including a vertical guide sleeve having, three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical guide sleeve. The support structure also includes a transition joint including a cylindrical portion for connection to an offshore device, such as a support tower of a wind turbine assembly, and a convex portion connected to the vertical guide sleeve. The transition joint may include a strengthening material in contact with an inner surface. The vertical sleeve, elongated sleeves, braces, and transition joint can be assembled onshore with lower piles installed in the elongated sleeves, this guide portion of the structure transported to the offshore location, and then piles driven to secure the structure to the floor of a body of water. The support structure minimizes the costs and time associated with material, assembly, and installation, while possessing sufficient strength, and effectively and efficiently handling and transferring loads from the wind turbine to the support surface throughout operation and while maintaining excellent fatigue resisting characteristics to withstand the extensive cyclic loading induced by the wind and waves.",2010,E02D  27/42; E02D  27/425; E02D  29/09; E02D  11/00; E02D  29/00; E02D  27/52; E02D   7/28
334497619,US20100764364,Systems and methods for assembling a rotor lock assembly for use in a wind turbine,A method of assembling a rotor lock assembly for use in a wind turbine. The wind turbine includes a rotor rotatably coupled to a generator by the rotor shaft. The generator and the rotor shaft are supported from a bedplate frame. The rotor shaft includes a rotor lock disk. The method includes coupling a support frame to the bedplate frame. The support frame is positioned adjacent to the rotor lock disk. A plurality of lock pin housings are coupled to the support frame. Each lock pin housing of the plurality of lock pin housings is positioned with respect to the rotor lock disk. A plurality of lock pins is provided. Each lock pin of the plurality of lock pins is configured to engage the rotor lock disk. Each lock pin is coupled between a corresponding lock pin housing of the plurality of lock pin housings and the rotor lock disk to facilitate limiting a rotation of the rotor shaft.,2010,F03D  80/50; F03D  80/70; Y10T  29/49316; B21D  53/78; B63H  13/00; F03D  80/00; Y02E  10/721; F03D   1/02; F03D  15/20; F03D  15/00; F05B2260/30; Y02E  10/726
334500965,MA20060029593,SYSTEME DE CAPTAGE D'ENERGIE EOLIENNE A L'ECHELLE INDUSTRIELLE POUVANT ETRE INSTALLE EN MER,NULL,2006,F03D   3/0418; F05B2240/93; F03D   3/068; F03D  13/25; Y02E  10/727; F03D   3/04; F03D   3/0454; Y02E  10/74
334502587,MA20080031289,PROFIL AERODYNAMIQUE OU HYDRODYNAMIQUE POUVANT ETRE DEFORME DE MANIERE CONTINUE ET CONTROLEE,"Profil aÈrodynamique ou hydrodynamique pouvant Ítre dÈformÈ de maniËre continue et contrÙlÈe La prÈsente invention a pour objet un profil (1) aÈrodynamique ou hydrodynamique pouvant Ítre dÈformÈ de maniËre continue et contrÙlÈe, essentiellement constituÈ par une enveloppe montÈe sur une infrastructure. Profil caractÈrisÈ en ce que ladite infrastructure prÈsente une ‚me (2) s'Ètendant suivant l'axe longitudinal de la section transversale du profil (1) et en ce que cette ‚me (2) comporte au moins une section active en matÈriau composite ‡ dÈformation continue et contrÙlÈe sous l'effet d'une variation de tempÈrature rÈglable d'au moins une couche active dudit matÈriau composite induisant, dans les zones de l'enveloppe du profil (1) correspondant ‡ ladite section active, une dÈformation de direction et d'amplitude correspondantes.",2008,F01D   7/00; F01D  17/16; B63B   1/285; F01D   5/148; Y02T  50/673; B63B   1/24; F03D   1/0675; F05B2240/311; B64C   3/48; Y02E  10/721; Y02T  50/672; B64C  11/20
334506145,CN200910237982,Wind turbine installation vessel and gravity center adjusting devices for same,"The invention discloses gravity center adjusting devices which are used for a wind turbine installation vessel. The gravity center adjusting devices (2) are movably installed at the outer side of a wind turbine installation vessel body (4) so as to move in a plane roughly parallel to the vessel body (4). The gravity center adjusting devices (2) provided by the invention are movably installed on the vessel body and can move in the plane roughly parallel to the vessel body (4), so the horizontal position of the gravity center of the wind turbine installation vessel can be adjusted and the capabilities of the gravity center adjusting devices (2) in adjusting the gravity center of the wind turbine installation vessel are further improved, thus improving the stability of the wind turbine installation vessel, improving the working efficiency and lowering the construction cost of the offshore wind farms. The invention also discloses the wind turbine installation vessel comprising the gravitycenter adjusting devices (2).",2009,F03D  13/25; B63B  39/00; B63B  35/00; F03D  13/10; F05B2240/932; Y02E  10/727; B63B  25/28; B63B  39/02
334506149,CN200910237984,Wind turbine installation vessel and gravity center adjusting devices for same,"The invention discloses gravity center adjusting devices which are used for a wind turbine installation vessel. The gravity center adjusting devices (2) are fixedly installed at the outer side of a wind turbine installation vessel body (4). The gravity center adjusting devices (2) provided by the invention can be independent of the vessel body and are no longer limited by the size of the wind turbine installation vessel and the size of a body inner cavity arranged in the wind turbine installation vessel. The sizes of the gravity center adjusting devices (2) can be set according to the requirements and then the adjusting capabilities of the gravity center adjusting devices (2) are changed, so that the capability of adjusting the gravity center of the wind turbine installation vessel is improved, thus improving the stability of the wind turbine installation vessel, ensuring the wind turbine installation vessel to work under the environment of worse weather, improving the working efficiency and lowering the construction cost of the offshore wind farms. The invention also discloses the wind turbine installation vessel comprising the gravity center adjusting devices (2).",2009,F03D  13/25; Y02E  10/727; B63B  25/28; B63B  39/02; F05B2240/932; F03D  13/10; B63B  39/00
334533095,JP20090243483,WIND POWER GENERATING SET,"<P>PROBLEM TO BE SOLVED: To provide a floating type wind power generating set capable of reducing output fluctuation and cutting cost. <P>SOLUTION: The wind power generating set 1 is floated on the surface of water, and includes a hollow structure 10 which contains a float 10a, a wind turbine 13 which is mounted to the structure 10, a generating set 14 which is mounted to the structure 10 to generate electric power by wind power received by the wind turbin 13, a secondary battery 16 which is accommodated in the structure 10 and arranged below a waterline 11 of the wind power generating set 1, and a control device 15 which is accommodated in the structure 10 and controls the charge and discharge of the secondary battery 16 to suppress the fluctuation of electric power output to the outside while outputting electric power generated by the generating set 14 to the outside. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,F03D   7/04; F03D   9/02; Y02E  10/723; F03D   9/00
334546112,EP20100834602,UNDERWATER STRUCTURE AND CONSTRUCTION METHOD,"This underwater-side structure is installed at the sea bed, and supports an above-water structure that is provided above the water, being provided with a first support member made of steel that extends from the sea bed to above the water and that has a first space therein; and a filling material being filled in a portion of the first space.",2010,E02B   3/06; E02B  17/02; E02B2017/0091; F03D  13/22; E02D  27/42; Y02E  10/727; E02D  27/14; F03D  11/04; E02B  17/00; E02B  17/027; F05B2240/95; E02D  27/32; E02D  27/425; E02D  27/52
334546161,EP20100834651,BUTT WELDED JOINT AND METHOD FOR MANUFACTURING SAME,"A butt-welded joint includes a pair of steel plates, a first weld metal that is formed at a butting portion of the pair of steel plates from a first surface side of the pair of steel plates to a second surface side opposite the first surface side by irradiation of a first high-energy density beam from the first surface side, and a second weld metal that is formed by a second high-energy density beam to cover an end surface of the first surface side of the first weld metal. Here, a width W 1 of the first weld metal on the first surface and a width W 2 of the second weld metal on the first surface satisfy a following equation (1), and a depth from the first surface of the second weld metal is 2.0 mm to 10.0 mm. 1.2 ⧠W 2 / W 1 ⧠3.5",2010,B23K  26/20; B23K  15/00; B23K  15/06; B23K2101/18; B23K  15/006; B23K2101/06; F03D  13/25; Y10T 403/477; B23K2103/04; Y10T 403/478; B23K  15/0006
334546744,EP20100835234,OCEAN DRIVEN ENERGY PLANT,NULL,2010,F03B  17/061; F03D   9/00; Y02E  10/72; F03B  13/264; F03B  17/06; F05B2240/95; H02S  10/12; F03B  13/20; F03B  13/26; F03D  13/25; F05B2240/40; F03D   9/007; Y02E  10/28; F03B   3/04; F03B  13/10; F03D   9/008; Y02E  10/38; F03B  13/12; F05B2240/93
334627665,ES20090002312,EQUIPO Y PROCEDIMIENTO DE INSTALACION DE LA TERCERA PALA DE UN AEROGENERADOR.,"Equipo y procedimiento de instalaciÛn de la tercera pala (2) de un aerogenerador (5), estando situado dicho aerogenerador sobre una plataforma (4) emplazada en una superficie acu·tica, de forma que el equipo se traslada sobre la plataforma y junto con ella hasta el emplazamiento final. El equipo, a travÈs de unas vÌas (3) se mueve sobre la superficie de la plataforma hasta enfrentar la tercera pala (2) con su hueco correspondiente del aerogenerador. La pala, sujeta verticalmente por unas mordazas y unas patas (1), se eleva, se encaja y atornilla.",2009,F03D   1/06; Y10T  29/53978; F03D  11/04; F05B2230/61; F03D  13/20; Y10T  29/49895; Y02P  70/523; F05B2240/95; F03D   1/00; Y02E  10/727; F03D   1/0658; F03D  13/10; Y02E  10/721
334659543,CN200910200213,Process for leveling tower drum foundation ring during foundation construction of offshore wind turbine,"The invention provides a process for leveling a tower drum foundation ring during foundation construction of an offshore wind turbine. The process comprises the following steps of: fixedly arranging a plurality of horizontal adjusting jacks on the circumference of the surface of back cover concrete according to the diameter size of a transitional section tower drum; fixedly arranging a plurality of vertical adjusting jacks on the circumference of the surface of the back cover concrete; placing a supporting part for supporting the vertical adjusting jacks on the transitional section tower drum; putting the transitional section tower drum down at a corresponding position; measuring the horizontal position of the transitional section tower drum, and pushing the transitional section tower drum to move in the horizontal direction through forth and back telescopic movement of pistons of the horizontal adjusting jacks; after adjusting the horizontal position, fixing the transitional section tower drum at the horizontal position; measuring the verticality of the transitional section tower drum, and changing the verticality of the transitional section tower drum through the corresponding forth and back telescopic movement of pistons of the vertical adjusting jacks; and after adjusting the verticality, locking the vertical position of the transitional section tower drum. By the process,the horizontal position and the verticality of the transitional section tower drum can be adjusted.",2009,E02D  17/00
334659883,CN201010045821,Shipborne repulsive-magnet suspension wind power/water power generator,"The invention discloses a shipborne repulsive-magnet suspension wind power/water power generator which is characterized by comprising an A-type shipborne vertical repulsive-magnet suspension wind power/water power generator, a B-type shipborne vertical repulsive-magnet suspension wind power/water power generator, a C-type shipborne vertical repulsive-magnet suspension wind power/water power generator, a D-type shipborne vertical repulsive-magnet suspension wind power/water power generator, an E-type shipborne vertical repulsive-magnet suspension wind power/water power generator, an F-type shipborne vertical repulsive-magnet suspension wind power/water power generator and a G-type shipborne horizontal repulsive-magnet suspension wind power/water power generator; each repulsive-magnet suspension wind power/water power generator comprises a work doing system comprising a spindle, a bearing, a wind/water wheel, a wind/water rudder, a repulsive-magnet suspension body, a belt pulley, a belt generator and other parts; and the repulsive-magnet suspension wind power/water power generators can generate power when being placed in flowing water, on water surface, in air, on land, in vehicles or in airplanes with blowing wind. The shipborne repulsive-magnet suspension wind power/water power generator has the functions of reducing investment, saving energy and bringing convenience, and lowering the price of the electric power.",2010,F03D   3/00; B63B  35/00; F03B  13/00; Y02E  10/38; F03D   9/00; F03D  11/04; F03B  11/06; F03B  13/14; Y02E  10/226; Y02E  10/74
334659887,CN201010588659,Offshore wind turbine,"The present invention provides an offshore wind turbine that is capable of closed water cooling with air circulating in the tower. The offshore wind turbine is comprised of a tower structure body configured with a tower and foundation, a rotor supported at the tower top, a power generator generating electricity by the rotation of the rotor, and a power converter converting electricity from the generator. A cavity is formed in the tower and foundation, and an internal space configured therewith is divided into upper and lower chambers by a bulkhead with first and second air vents between or in either of the tower and foundation. The converter is disposed in the upper chamber. An air circulating channel and air blower (e.g., air exhaust fan) are provided wherein air is circulated from the converter to the lower chamber through the first air vent, then to the converter through the second air vent. An air inlet is disposed at a lower level of an air outlet, or a partition member is provided therebetween.",2010,F03D   9/25; F03D  13/22; F05B2240/93; F05B2260/64; F03D  13/25; F05B2240/97; F05B2260/205; Y02E  10/727; F03D  80/60; F05B2240/95; F03D  11/00; F03D   9/00
334664738,CN200980124168,Vertical axis wind turbines,"The present invention relates to a vertical axis wind turbine having a vertical support tower (2). At least one aerofoil or blade (4) is mounted for rotation about the support tower. An electrical machine, typically a permanent magnet generator includes a rotor assembly (8) and a stator assembly (10). The at least one aerofoil (4) is secured to the rotor assembly (8) such that rotation of the aerofoil about the support tower (2) causes rotation of the rotor assembly relative to the stator assembly (10). The stator assembly (10) is formed as a structural component of the support tower (2) and defines part of a vertical access passage (2c, 10c) that extends through the support tower to provide access for maintenance and repair.",2009,F05B2240/212; Y02P  70/523; F03D   3/061; F05B2230/80; F05B2240/211; H02K   7/1823; F05B2220/7068; F03D   3/065; Y02E  10/74; F03D   9/00; F03D  11/04; F03D  80/50; F03D  80/70; F03D   3/06; F03D   3/005; F03D   3/062; F03D   3/064; F03D   9/25; F05B2240/50; F05B2240/95
334668792,CN201020626575U,Boarding ladder,"The utility model relates to a boarding ladder which comprises a bridge deck; the sides of the bridge deck are provided with guardrails which can prevent the safety of a user when the wind power on the water surface is large. One end of the bridge deck is movably connected with a first fixing block through a cambered axle; the bridge deck can rotate along the first fixing block; the other end of the bridge deck is fixedly connected with a second fixing block; an idler wheel is arranged at the bottom part of the second fixing block; the idler wheel consists of a round steel and a round tube; the round tube is manufactured by plugging two ends of the tube; and the round steel penetrates through the inner part of the round tube. The boarding ladder has the advantages of being simple in structure, rotatable, and safe and reliable.",2010,B63B  27/14
334669406,CN201020615873U,Wind power current generation aerator,"The utility model relates to a wind power current generation aerator, in particular to the wind power current generation aerator which has big flow and low energy consumption and can be used for treating organic polluted rivers and lakes. A wind generating set, a wind energy aeration controller and a current generation aerator are connected in sequence to form an aeration system; electric energy generated by the wind generating set is directly supplied to the current generation aerator through the wind energy aeration controller; and a water body is oxygenated through the current generation aerator. In the utility model, direct electromagnetic coupling is adopted by a wind power system, and the capacity of the wind generating set and the capacity of an aeration pump are reasonably configured so as to achieve the higher system efficiency. The wind power current generation aeration system has little maintenance, and the mounting position between a wind machine and the current generation aeration system has high degree of freedom.",2010,Y02P  80/158; Y02W  10/33; Y02W  10/15; C02F   7/00; F03D   9/00; Y02E  10/725
334673873,CN201020659827U,Current transformer for offshore wind generating set,"The utility model discloses a current transformer for an offshore wind generating set. The current transformer comprises a cabinet body in which electric elements are closed, wherein a first chamber is at least formed in the cabinet body; a first electric element is arranged in the first chamber; a first water-air exchanger is arranged in the first chamber and comprises a cooling water pipe, a heat exchange sheet which is fixed with the outer wall of the cooling water pipe, a cooling fan and a cooling blower which drives the cooling fan to rotate; and a water inlet and a water outlet of the cooling water pipe are respectively communicated with a water outlet and a water inlet of a water-cooling cabinet outside the cabinet body. Compared with the scheme that an inner cooling water pipeline is arranged in the electric element, the current transformer has a simpler structure and a lower manufacturing cost; meanwhile, since water leakage points of the water-air exchanger can be very easily detected and maintained, the water-air exchanger is also easier to replace.",2010,H05K   7/20; H02M   1/00
334681653,US20100717084,"Grout sleeve for foundation anchor bolts and method for protection of anchor bolts for a vertical structure, including wind turbines","A foundation for a tall vertical structure, such as a wind turbine installation, features anchor bolts having a grout cap slid over the anchor bolt, where the grout cap has a flared skirt which seals against the open annulus formed by the anchor bolt and its accompanying PVC sleeve, where the top of the PVC sleeve is generally flush with the bottom of the grout trough. The grout cap extends from its bottom which abuts the bottom of the grout trough, up and extending at least partially into a bolt hole in the tower flange. A method of protecting anchor bolts utilizing the grout cap is also described.",2010,E04G  21/00; E02D  27/42; E04B   1/41; E02D  27/00; E04B   1/4164; E02D  27/32; E04B   1/00; F16B  37/14; E02D  27/425; E04B   1/62
334681985,US200913055817,Sailing device for deep-sea vessels,"A sailing device for efficient uses of wind energy which use at least one mast connected to the ship and two sail areas which are attached to the mast. The at least one mast is fitted with a top holder at the upper end facing away from the ship as well as a bottom holder at the lower end that is connected to the ship in order to maintain and adjust the sail areas, and ends of the sail areas are guided within the holders, adjustable in the longitudinal or transverse direction.",2009,B63H   9/06; B63B   9/04; B63H   9/08
334681989,US20090999761,"Structure for transport and offshore installation of at least one wind turbine or underwater generator, and methods for transport and offshore installation of at least one wind turbine or underwater generator","A structure for transport and offshore installation of at least one wind turbine or underwater generator includes a U-shaped floating hull having lateral arms. Each lateral arm has at least one leg vertically movable by the hull in flotation, and at least one assembly for supporting a wind turbine or underwater generator. The assembly includes two shuttles opposite each other and each combined with a leg and each having higher and lower pairs of arms which are pivotably movable between a retracted position and an active position tilted against a mast of the wind turbine or underwater generator.",2009,E02B  17/00; E02B  17/0818; B63B  35/00; B63B  35/003; F03D  13/10; F03D  13/40; F05B2240/95; B63B  27/04; E02B  17/06; Y02E  10/727; E02B2017/0091
334682977,US20100964843,Device for the use of technical equipment underwater,"A device for using technical equipment underwater includes at least one guide rail configured to extend vertically underwater on an edifice from above a waterline. At least one device carriage is provided and includes a basic unit having a reception flange configured to couple the technical equipment thereto, and at least one running unit that abuts against the guide rail via guide rollers. A press-on unit is disposed on a first side of the device carriage and includes a lever pivotable on an axis of the device carriage so as to generate a pressing force of the device carriage against the guide rail. The lever includes a support roller at a first end and a weight packet at a second end so as to exert a downward drifting force underwater that is greater than a buoyancy of the device carriage. At least two spacers are each disposed at a first end on the at least one device carriage and abutting the edifice at a second end. A veering and hoisting device is detachably connectable with the device carriage via a coupling device, and is configured to control deployment and retrieval of the device carriage.",2010,F05B2230/80; F05B2240/95; B66D   1/00; B66D   3/18; E06C   7/12; Y02P  70/523; A01K  61/00; B66D   1/60; Y02E  10/72; B61B  15/00; E02B  17/0034; F03D  80/50
334683330,US20100821909,Methods and systems for operating a wind turbine,"A method for controlling operation of a floating wind turbine is described. The floating wind turbine includes a wind turbine generator coupled to a support tower. The method includes measuring a tower inclination, determining an operating parameter control value based on at least the measured tower inclination, and adjusting wind turbine operation based at least partially on the operating parameter control value.",2010,F03B  13/12; F05B2270/321; Y02E  10/727; F03D   7/0224; F03D  11/04; H02P   9/04; F03D  13/25; Y02E  10/723; F03D   7/0272; F05B2240/93; Y02E  10/726; F05B2270/329; F03D   7/0204
334683332,US20100826031,Method for controlling a proximity sensor of a wind turbine,"The present disclosure relates to a method for controlling at least one proximity sensor of a wind turbine, the wind turbine comprising a rotor shaft, the at least one proximity sensor being adapted to measure a radial displacement of the rotor shaft; the method includes: providing at least one reference value, detecting an output of the at least one proximity sensor, the output depending on a measured distance by the respective proximity sensor; comparing the detected output of the proximity sensor with at least one reference value. Further, the present relates to a control arrangement for a wind turbine, the wind turbine comprising a wind rotor shaft; wherein the control arrangement comprises at least one proximity sensor being adapted to measure a radial displacement of the rotor shaft, wherein the at least one proximity sensor is adapted to generate an output signal depending on a measured distance by the respective proximity sensor; wherein the control arrangement further comprises a control device, the control device being adapted to receive the output signal of the at least one proximity sensor, wherein the control device is adapted to compare the output signal with at least one reference value. Finally, the present disclosure relates to a wind turbine comprising a control arrangement.",2010,F01D   5/00; B64C  11/00; F05B2270/331; F05B2270/821; B63H   1/00; F03D   7/042; F03D  17/00; F03D   9/00; H02P   9/04; H02P2101/15; Y02E  10/723
334683355,US20100926254,Offshore wind turbine,"An offshore wind turbine is comprised of a tower structure body configured with a tower and foundation, a rotor supported at the tower top, a power generator generating electricity by the rotation of the rotor, and a power converter converting electricity from the generator. A cavity is formed in the tower and foundation, and an internal space configured therewith is divided into upper and lower chambers by a bulkhead with first and second air vents between or in either of the tower and foundation. The converter is disposed in the upper chamber. An air circulating channel and air blower (e.g., air exhaust fan) are provided wherein air is circulated from the converter to the lower chamber through the first air vent, then to the converter through the second air vent. An air inlet is disposed at a lower level of an air outlet, or a partition member is provided therebetween.",2010,F03D  13/22; F03D  11/00; F05B2260/64; F05B2240/95; F03D   9/25; F03D  80/60; Y02E  10/727; F05B2240/97; H02P   9/04; F03D   9/00; F03D  13/25; F05B2240/93; F05B2260/205
334683361,US20100968670,Axial gap rotating electrical machine,"Direct drive rotating electrical machines with axial air gaps are disclosed. In these machines, a rotor ring and stator ring define an axial air gap between them. Sets of gap-maintaining rolling supports bear between the rotor ring and the stator ring at their peripheries to maintain the axial air gap. Also disclosed are wind turbines using these generators, and structures and methods for mounting direct drive rotating electrical generators to the hubs of wind turbines. In particular, the rotor ring of the generator may be carried directly by the hub of a wind turbine to rotate relative to a shaft without being mounted directly to the shaft.",2010,F03B  13/12; H02K   5/173; F03D   1/0608; Y02E  10/721; B63B  22/00; H02K   7/088; F03D   9/00; F05B2240/2213; Y02E  10/725; E02B  17/04; H02K   7/1838; H02K2213/12; F05B2220/7066
334683362,US200913000432,Vertical axis wind turbines,"The present invention relates to a vertical axis wind turbine having a vertical support tower. At least one aerofoil or blade is mounted for rotation about the support tower. An electrical machine, typically a permanent magnet generator includes a rotor assembly and a stator assembly. The at least one aerofoil is secured to the rotor assembly such that rotation of the aerofoil about the support tower causes rotation of the rotor assembly relative to the stator assembly. The stator assembly is formed as a structural component of the support tower and defines part of a vertical access passage that extends through the support tower to provide access for maintenance and repair.",2009,F03D   3/06; Y02E  10/74; F03D  80/50; F03D   3/061; F05B2240/212; H02K   7/1823; Y02P  70/523; F03D   9/00; F03D  80/70; F05B2230/80; F05B2240/211; H02P   9/04; F03D   3/005; F03D   3/062; F03D   3/064; F05B2220/7068; F03D   9/25; F05B2240/50; F05B2240/95; F03D   3/065
334683628,US20100955412,System and method for performing a continuity test on a lightning conduction system of a wind turbine,"A system and method for performing a continuity test on a lightning conduction system of a wind turbine are disclosed. The system generally includes a testing device having a blade ring configured to be positioned around at least a portion of an outer perimeter of a rotor blade of the wind turbine. A carriage may be attached to the testing device and a cable may be attached to the carriage. The cable may generally extend between a first anchor point and a second anchor point, wherein the anchor points are spaced apart from one another such that a lightning receptor of the lightning conduction system is disposed between the anchor points. Additionally, the cable may be coupled between the anchor points such that, as the cable is displaced, the testing device is moved to a position at which an electrically conductive member of the testing device contacts the lightning receptor.",2010,F03D  80/30; G01R  31/50; F05B2260/80; G01R  27/08; G01R  31/02; H02G  13/00; G01R  31/52; G01R  31/54; Y02E  10/72
334685514,US20100815910,"Gear set, wind turbine incorporating such a gear set and method of servicing a wind turbine","A gear set is disclosed. The gear set includes a bearing including an inner race and an outer race, one of the inner race and the outer race being a ring gear including a plurality of first teeth having a first hardness; and a pinion meshable with the ring gear, and including a plurality of second teeth having a second hardness. The second hardness is no greater than the first hardness. A wind turbine incorporating such a gear set and a method of servicing a wind turbine are also disclosed.",2010,F03D  15/00; F16H  57/023; B23P   6/00; F03D   7/0224; F03D  80/70; F16H2057/02078; Y02E  10/722; F16C  33/581; F16H2057/0235; Y10T  29/49318; F03D  15/10; F04D  29/04; F16C2360/31; A47C   7/74; B63H   1/00; F01D  25/00; F05B2260/4031; F05B2260/76; F05B2260/79; F16C2202/04; Y02E  10/723
334685564,US20100871116,Wind turbine rotor blade assembly having an access window and related methods,"A rotor blade assembly having an access window and methods for assembling a rotor blade are disclosed. The rotor blade assembly may generally include a first shell component and a second shell component. The first shell component may be secured to the second shell component. Additionally, an access region may be defined in the first shell component and/or the second shell component. The access region may generally be configured such that an access window is defined in the rotor blade assembly. The access window may be configured to provide access to the interior of a portion of the rotor blade assembly.",2010,F03D   1/0675; F03D  11/00; B63H   7/00; F05B2240/302; B23P  15/04; F03D  13/10; Y10T  29/49337; Y02E  10/721
334685579,US20100968614,Floating underwater support structure,"A floating underwater support structure is disclosed. The underwater support structure includes a joint capable of rotation and angular movement along two or three axes coupled to a truss. The truss is capable of sustaining loads in tension, compression, and bending, and comprises one or more elongate, rigid members. The elongate, rigid members are capable of sustaining loads in at least tension and compression. A buoyant member positioned between or around the members of the truss at a predetermined distance below the water provides a buoyant force that typically exceeds the weight of the entire structure. In deeper water, cross bracing may be provided between the members of the truss, and in particularly deep water, a single tendon may connect between the joint, typically anchored to the floor of the body of water, and the truss. The support structure may be used to support wind turbines and other structures.",2010,F05B2220/7066; E02B  17/04; H02K2213/12; Y02E  10/721; B63B  22/00; F03B  13/12; F03D   1/0608; F03D   9/00; B63H   1/38; E02D   5/54; H02K   7/088; H02K   7/1838; Y02E  10/725; F04D  29/00; F05B2240/2213
334696711,EP20100836288,FLOATING ENERGY PRODUCING PLANT,NULL,2010,Y02E  10/727; F03D  11/04; F05B2240/95; F03D  13/25; F05B2240/93; B63B  35/4413; F03D  13/22
334709147,US201113030641,Power generation apparatus,"A marine power generation apparatus is provided for generating power from an ocean current. The apparatus includes a turbine operable to generate power when within an ocean current. The turbine includes a pair of turbine blade assemblies each having a hub, a set of turbine spokes, stays or blades extending radially from the hub; and a circumferential ring extending around and connected to an outer periphery of the set of turbine spokes, stays or blades. The pair of turbine blade assemblies is mounted for same-direction rotation when placed in an ocean current and each being coupled with a common turbine shaft or a turbine shaft assembly. In addition, the turbine shaft is coupled along a shared axis with a rotor or an electrical generator. Means is also provided for anchoring the power generation means relative to a floor of the ocean and in alignment with the ocean current.",2011,H02K   7/116; H02P   9/04; F03D   1/02; F03D  80/60; Y02E  10/72; Y02E  10/725; F03D  80/70; E02B   9/08; F03B  13/00; F03B  13/10; F03B  17/063; F03D  15/10; Y02E  10/28; F03D   9/32; F05B2240/95; F03D   9/008; F03D   9/11; F03D   9/25; Y02E  10/38
334761297,GB20110006554,Energy converter,"Apparatus for converting movement into energy, comprising a buoyant or floating body 1 fully submerged in a fluid medium, a connecting or mooring line joining the buoyant body to counterweight 2 located below the buoyant body which acts as a pivot point, power or energy take-off lines 3 (separate from the connecting or mooring line) which transfer movement of the buoyant body to a power take off 4 for conversion into energy. Preferably the power take off lines are tensioned by separate buoyant floats 5 or by weights (8, figs. 2). The apparatus may be used as a wave energy converter or the buoyant body may be a kite used to harvest energy from wind (figs. 3), alternatively the buoyant body is a magnetic material supported by magnetic forces (figs. 4).",2011,F03B  13/1885; F05B2240/97; F03B  13/1815; F05B2210/16; F03D   5/06; F05B2240/917; Y02E  10/38; F03B  13/18; F03B  13/20
334761559,GB20110006823,A horizontal axis wind turbine with diffuser,"A horizontal axis wind turbine has a diffuser ring 100 arranged to form a turbine rotor cowling having an inlet 104 and an outlet 106, the diffuser being fixed to and rotatable with the turbine rotor blades 102 about the horizontal axis of the wind turbine. The diffuser ring 100 comprises one or more slot gaps 108 arranged within its body, each slot gap 108 creating a channel between the interior and exterior surfaces of the diffuser ring100. The diffuser may optionally further comprise one or more further diffuser rings, the one or more further diffuser rings being static rings (e.g. non-rotatable about the horizontal axis) or dynamic diffuser rings (e.g. rotatable around the horizontal axis). The turbine may have two coaxial rotors 1000,1002, fig.10), two rotatable diffuser rings (1004,1006) and a fixed diffuser ring (1008), the diffuser rings being separated by gaps (1012). The diffuser may optionally comprise a vortex entrainment system which is located on a trailing edge of the diffuser.",2011,F05B2280/5001; F05B2240/124; F05B2240/133; F03D   1/025; F05B2240/132; F05B2240/311; F05B2240/93; F03D   1/04; Y02B  10/30; Y02E  10/72; F03D   1/0625; F05B2210/30; F05B2240/40; F05B2240/92; F05B2240/95; F05B2240/122; F05B2240/33; Y02E  10/721
334761953,US20100799164,Portable wave-swash and coastal-wind energy harvester,"In accordance with the present invention, a portable wave-swash & coastal-wind energy harvester, once placed on a sea coast in the swash zone captures the mechanical energy contained in: (a) waves in the swash-zone, and (b) coastal-wind. Energy is extracted through: (a) wave turbines, (b) wind turbines, and (c) wave floats. A rotational transmission system with one-way clutches transmits torque to an alternator, while flywheels attached to the axles maintain steady rotation of axles. A wave funnel faces the waves and causes the wave uprush to converge toward wave turbines. A buoyancy chamber at the bottom produces reduction of weight of the portable wave-swash & coastal-wind energy harvester when water in the chamber is emptied and thereby enhances maneuverability of the unit on land and in water, while a stabilization tank at the top when filled with water provides extra weight and stability of the unit in its operating location.",2010,F03B  13/144; F03D   3/02; F05B2260/421; F03B  13/10; F03B  13/183; F03B  17/02; H02P   9/04; Y02E  10/727; F03B  13/18; Y02E  10/38; F03D   9/12; F03D   9/25; F03D  13/25; F03D  15/10; Y02E  60/16
334765212,EP20110170660,Methods and systems for operating a wind turbine,"A control system for controlling operation of a wind turbine (10) is provided. The control system includes an inclination sensor (56) configured to collect wind turbine tower inclination data, and a processor (64) communicatively coupled to the inclination sensor and configured to receive the wind turbine tower inclination data and to determine at least one operating parameter control value based at least partially on the wind turbine tower inclination data.",2011,F05B2240/93; Y02E  10/726; F05B2270/329; Y02E  10/727; F03D   7/0224; F03D   7/0272; F05B2270/321; Y02E  10/723; F03D   7/02; F03D   7/0204; F03D  13/25
334821427,US20100966209,"Wind, solar and hybrid wind-solar water circulation and aeration methods and apparatus","Circulation and aeration systems for ponds, lakes, sounds, treatment basins, and other bodies of water. In one set of embodiments, water is pumped in a downward direction to circulate ambient oxygen from the atmosphere and produced by plant photosynthesis to deeper strata. In other embodiments, water is circulated within predetermined depth strata. Each system preferably includes a wind turbine, a drive shaft, and an impeller array. Some systems include conduits for conveying and mixing water from and to selected depth strata, or configured as an open impeller-mixing apparatus. Alternative embodiments include systems which incorporate electrical power generation by the wind turbine, solar power generation and use hybrid wind-solar apparatus, and combinations of land-based and in-water based apparatus. A pneumatic pump diffuser and a control flow centered orifice diffuser line are employed in some embodiments.",2010,B01F  15/00558; E02B   9/00; Y02P  70/32; F03D   9/11; H02S  10/12; B01F  15/00571; C02F   1/74; Y02E  10/725; B01F   3/04; B01F   3/04609; Y02E  10/226; C02F   7/00; F03D  13/25; Y02E  10/727; F03B  11/002; F03D   9/25; F03D   9/28; F03D   9/20; H02J   7/35; Y02W  10/15; B01F   3/04595; F03D   9/007; F03D   9/02
334822238,US200913002308,"Deep offshore floating wind turbine and method of deep offshore floating wind turbine assembly, transportation, installation and operation","A deep off-shore floating wind turbine apparatus and methods of manufacturing, operating, maintaining, protecting and conveying the wind turbine apparatus. The wind turbine includes a rotor converting a motion of air into a movement of the rotor, a hub housing equipment that transforms the movement of the rotor into a useful form of energy, and a tower supporting the hub on one end. The wind turbine further includes a base floating substantially at water surface and movable with respect to the underlying solid surface. The tower is connected to the floating base on the second end. The wind turbine also includes a tilting mechanism tilting the wind turbine into a substantially horizontal orientation and bringing it back into an upright position, as well as a rotating mechanism operable to control azimuth orientation of the wind turbine.",2009,F05B2240/95; B63B2035/446; F03D  13/40; Y02P  70/523; F05B2240/97; F03D   9/00; F03D  11/04; F03D  13/25; H02P   9/04; F03B  13/12; F05B2240/93; Y02E  10/727; F03D  13/10
334835254,CN200980128874,"Structure for offshore installation of at least one wind turbine or underwater generator, and methods for transport and offshore installation of at least one wind turbine or underwater generator","The invention relates to a structure (10) for transport and offshore installation of at least one wind turbine or underwater generator. Said structure (10) includes a U-shaped floating hull (11) having lateral arms (11a), each having at least one leg (20) vertically movable by the hull (11) in flotation, and at least one assembly for supporting a wind turbine or underwater generator, consisting of two shuttles (30) opposite each other and each combined with a leg (20) and each having two pairs (60, 70) of arms that are higher and lower, respectively, and pivotably movable around a horizontal axis between a retracted position and an active position tilted against the mast (2) of the wind turbine or underwater generator.",2009,E02B  17/0818; Y02E  10/727; B63B  27/04; B63B  35/00; F03D  13/10; F03D  13/40; E02B  17/06; F03D  11/04; B63B  35/003; E02B  17/00; E02B2017/0091; F05B2240/95
334841312,CN201020613417U,Vertical shaft diamond fluid kinetic energy generation and conversion device,"The utility model provides a vertical shaft diamond fluid kinetic energy generation and conversion device which comprises a framework formed by an upper bottom plate, a lower bottom plate and supporting rods connected between the upper bottom plate and the lower bottom plate, wherein three positioning gears, one synchronous gear and four tension gears are arranged on the upper bottom plate and the lower bottom plate respectively; positioning gear shafts of the positioning gears are connected with the framework through bearings; a synchronous belt or a chain is wound on the positioning gears and the synchronous gear to form a diamond blade running track; the synchronous gears on the upper bottom plate and the lower bottom plate are connected through a synchronous shaft which is connected with the framework through a pair of bearings; the four tension gears are fixed with the framework through shafts and bearings; two ends of a blade shaft are respectively fixed at positions corresponding to the synchronous belt; a plurality of blades are uniformly arranged along the circumference of the synchronous belt; and the synchronous gears are meshed with speed increasing gears which drive a generator. The vertical shaft diamond fluid kinetic energy generation and conversion device can conveniently and efficiently convert the kinetic energy of the tidal current in an ocean or the current in a river (wind power) into electrical energy to output.",2010,F03B  13/00; Y02E  10/223; Y02E  10/20; F03B   9/00; F03D   9/25; F03B   3/14; Y02E  10/72
334844641,CN201020671240U,Wind and solar complementary device for marine data buoy,"The utility model relates to a wind and solar complementary device for a marine data buoy, which comprises a water temperature detector, a host and a storage battery which are arranged in a buoy shell, an aspect sensor, a wind speed sensor, an air temperature sensor, an air pressure sensor, an anchor light, an antenna and a radar reflector which are arranged on a mast arranged on the upper end surface of the buoy shell, wherein the water temperature detector, the aspect sensor, the wind speed sensor, the air temperature sensor, the air pressure sensor, a wiring terminal of the antenna and a power wiring terminal of the storage battery are electrically connected with interfaces on the host one by one through cables, and the anchor light is also electrically connected with the storage battery; the antenna is also electrically connected with the radar reflector. The wind and solar complementary device is characterized in that: a wind power generator is arranged at the upper end part of a fixed standpipe on the upper end surface of the buoy shell, and a solar panel is arranged at the top of the fixed standpipe; a wind and solar complementary controller is also arranged in the buoy shell, and the wind power generator and the solar panel are respectively and electrically connected with a power input end of the wind and solar complementary controller through cables; and a power output end of the wind and solar complementary controller is electrically connected with the storage battery. The wind and solar complementary device is used for supplying electric energy to the marine data buoy.",2010,H02S  10/20; F03D   9/00; H02J   7/00; H02S  10/12; Y02E  10/72
335159789,CN201110008474,Marine fan integrated setting system,"The invention discloses a marine fan integrated setting system in the technical field of ocean engineering. The system comprises an installation ship, a portal frame, a precise positioning system, an ascending and descending system and a fastening device, wherein the portal frame is positioned at the head and stern of the installation ship and connected with the precise positioning system; the precise positioning system is arranged on a cross beam of the portal frame and connected with the ascending and descending system; and the ascending and descending system and the fastening device are arranged on a positioning beam of the precise positioning system respectively. After a fan is completely hoisted onshore, the fan is integrally transported to a marine wind power station by the wind power installation ship and set. Large hoisting equipment and other ships except a tugboat do not need to be used in the marine setting process. The precise positioning system and the ascending and descending system are arranged on the portal frame, the system is simultaneously provided with the fastening device for a transport state, and pile legs are driven to the seabed in a setting state, so thatstability and reliability in the whole fan transport and setting process are ensured.",2011,Y02E  10/727; F03D   1/00; E02B  17/08; B63B  35/00
335161022,CN201110004715,High-reliability and anti-corrosion steering mechanism of wind driven generator in marine environment,"The invention belongs to the field of renewable energy sources, in particular relates to an anti-corrosion steering mechanism of a wind driven generator in marine environment by adopting the combination of nonmetal-metal materials. A polytetrafluoro bearing plate and a nylon roller bearing are installed together by utilizing a supporting column and a fan base rotary cylinder; an axial bearing plate is made from polytetrafluoro ethylene, a longitudinal nylon roller column bearing is designed, and a unique nonmetal bearing set is constituted by virtue of the corrosion-free property and favorable low-friction coefficients of the polytetrafluoro ethylene and nylon; and a special lightening-guide and discharge channel is designed. The steering mechanism provided by the invention has the advantages that the friction coefficient of the polytetrafluoro ethylene is 0.04, the polytetrafluoro ethylene is acid and alkali corrosion resistant, has extremely good temperature property, and has a lower manufacturing cost than that of a metal bearing; and the mechanism has the capabilities of damage-resistance such as salt corrosion resistance, ultraviolet radiation resistance, thunder resistance, and has favorable economic efficiency and reliability, the service life and the reliability of the wind driven generator in marine environment are improved greatly, and the steering mechanism is the optimum choice for replacing the traditional metal bearing.",2011,Y02E  10/722; Y02T  10/865; F03D   9/00; Y02E  10/723; F03D   1/00; F16C  33/34; F03D  11/00; H01R  39/08; F03D   7/04; F16C  33/20
335173050,CN201020254832U,Weight arm assembling and disassembling device for wind power variable-pitch bearing test,"The utility model relates to a weight arm assembling and disassembling device for a wind power variable-pitch bearing test, comprising a weight arm assembling and disassembling device and a hydraulic control system, wherein a traveling wheel I and a traveling wheel II are installed on a fixed rail; a shaft of the traveling wheel I is provided with a driving arm; a shaft of the traveling wheel II is provided with a swinging arm and forms a parallelogram mechanism by a pull rod and a base; a lifting hydraulic cylinder is arranged between the base and the driving arm; an advancing and retreating hydraulic cylinder is arranged on a fixed support on the basis by a lug shaft, and the head part of the advancing and retreating hydraulic cylinder is connected with the base; the hydraulic control system consists of an oil tank component, an oil supplying system, an advancing and retreating oil tank hydraulic system and a lifting oil tank hydraulic system; the advancing and retreating oil tank hydraulic system controls advancing and retreating of a weight arm and realizes floating of the assembling and disassembling device; and the lifting oil tank hydraulic system controls lifting, falling and pressure maintaining of the weight arm assembling and disassembling device, so that the synchronization action of two hydraulic cylinders is guaranteed, and secondary switching of low pressure in the lifting process and the system pressure is realized. The weight arm assembling and disassembling device has the advantages that the assembling and disassembling process of the weight arm is efficient, safe and automatic.",2010,F15B  13/044; G01M  13/04
335175351,DK20040700466T,FremgangsmÂde til offshore-installation af en vindturbine,NULL,2004,E02B  17/00; B66C  23/185; B66C  23/52; F03D  13/10; E02B2017/0047; E02B2017/0039; Y02E  10/727; F03D  13/22; E02B2017/0091; F03D   1/00; F03D  11/04; F05B2240/95
335179822,US20100979596,Method for constructing a foundation for a wind power generation system,"The condition of a seabed 200 and the condition of tidal currents near the seabed 200 are investigated in advance to examine the number of filter units (FUs) 50 and the position where the FUs 50 are to be installed. Then, piles 12b as a base of a foundation are provided so as to be supported by a bearing layer. A plurality of FUs 50 are installed in close contact with each other between the seabed 200 and each pile 12b. Then, a formwork 12e for a base slab portion 12a is installed on the upper ends of the piles 12b. Concrete is placed in the formwork 12e to form the base slab portion 12a. Then, a tower 11 is fixed to the upper end of the base slab portion 12a.",2010,E02D   5/54; Y02E  10/727; E02B2017/0091; F05B2240/95; F03D  13/22; E02B  17/00
335191745,US20090991085,"Floating foundation supporting framework with buoyancy components, having an open-relief design","The floating foundation supporting framework according to the invention for offshore structures comprises a plurality of buoyancy elements which are arranged on the outside of a bar-type supporting framework which, in turn, is connected to ballast elements via cables (8, 9, 10). This design results in a simple construction and low construction costs.",2009,B63B2231/64; B63B  21/502; F03D  13/25; F05B2240/93; B63B   3/14; B63B2231/04; B63B   1/107; B63B  35/44; E02B2017/0091; F05B2240/95; B63B   5/14; B63B  21/29; B63B2001/128; B63B2035/446; F03D  13/22; B63B2231/52; E02B  17/0004; Y02E  10/727
335198357,ES20040700466T,PROCEDIMIENTO DE INSTALACION EN EL MAR DE UN AEROGENERADOR.,"Procedimiento de instalaciÛn en el mar de un aerogenerador (1) que comprende un pilÛn telescÛpico (3, 3a-3c) que comprende por lo menos dos elementos tubulares coaxiales deslizantes (3a, 3b), siendo apto dicho pilÛn para adoptar una configuraciÛn retraÌda, en la que un elemento tubular superior (3b) de di·metro m·s pequeÒo est· encajado por lo menos en parte en el otro o los otros elementos tubulares (3c, 3a) de pilÛn de di·metro m·s grande, y una configuraciÛn desplegada en la que dichos elementos tubulares (3a, 3b, 3c) de pilÛn son desencajados por deslizamiento de manera que sÛlo la parte inferior de cada uno de dichos elementos tubulares de pilÛn sea recubierta por la parte superior del elemento tubular de pilÛn de di·metro m·s grande, soportando en su vÈrtice dicho elemento tubular superior (3b) de di·metro m·s pequeÒo un motor de viento (2, 21, 22), comprendiendo el procedimiento las etapas sucesivas siguientes, en las que: 1) se transporta dicho aerogenerador (1) hasta un sitio de instalaciÛn en el mar, estando dicho pilÛn en configuraciÛn retraÌda, sobre una plataforma flotante autoelevadora (10), soportando dicha plataforma (10) asimismo un dispositivo de desplazamiento y de elevaciÛn (20) del aerogenerador (1) que comprende una torre mÛvil (21) apta para desplazarse sobre dicha plataforma y que comprende unos medios de elevaciÛn (24-27) aptos para agarrar y desplazar verticalmente dicho pilÛn y desplegar dicho pilÛn telescÛpico (3) desde dicha configuraciÛn retraÌda hasta dicha configuraciÛn desplegada, comprendiendo dicho sitio de instalaciÛn en el mar de dicho aerogenerador un pilote de fundaciÛn (4) instalado en el fondo del mar (5) y cuyo vÈrtice emerge, preferentemente, por encima del nivel del agua (7), y 2) una vez que se ha llegado a la proximidad de dicho pilote de fundaciÛn (4), se sobreeleva dicha plataforma autoelevadora (10) con respecto a nivel del mar (7) y se la asegura una posiciÛn fija con respecto al suelo marino (5), y 3) se desplaza dicho aerogenerador con dicho pilÛn en configuraciÛn retraÌda hasta que la base del pilÛn (3) estÈ en el eje de dicho pilote de fundaciÛn (4), por desplazamiento sobre dicha plataforma de dicho dispositivo de desplazamiento y de elevaciÛn (20), y despuÈs se solidariza la base de dicho pilÛn (3) al vÈrtice de dicho pilote de fundaciÛn (4), y 4) se despliega dicho pilÛn (3) desde dicha configuraciÛn retraÌda hasta dicha configuraciÛn desplegada con la ayuda de dicho dispositivo de desplazamiento y de elevaciÛn (20), comprendiendo dicho dispositivo de desplazamiento y de elevaciÛn (20) una torre mÛvil (21) constituida por una estructura rÌgida de secciÛn horizontal en forma de U, apta para contener dicho pilÛn (3) entre las dos ramas de la U, y presentando una altura por lo menos igual a la altura de dicho pilÛn telescÛpico (3) en configuraciÛn retraÌda.",2004,E02B2017/0039; Y02E  10/727; F03D  11/04; F05B2240/95; E02B2017/0047; E02B2017/0091; B66C  23/185; F03D   1/00; F03D  13/22; E02B  17/00; B66C  23/52; F03D  13/10
335199228,JP20090255208,SAILING DEVICE AND SAILING VESSEL,"<P>PROBLEM TO BE SOLVED: To provide a sailing device and a sailing vessel capable of obtaining large thrust (lift) at a wide wind speed area regardless of a direction of a flow of wind. <P>SOLUTION: The sailing device 100 includes: a turning part 10 turnably installed on a deck of the vessel; a wing body 20 fixed to the turning part 10 in parallel to a turning shaft 11; and a magnus cylinder 30 rotatably and standingly provided on the turning part 10. In the wing body 20, a side surface 22f and a side surface 22r are symmetrical relative to a central line 21 in plan view, the wing body 20 forms an approximately wing shape, and a notch part 24 of an arch-like cross section is formed on a front edge 23. The magnus cylinder 30 has a rotation shaft 31 parallel to the turning shaft 11 on the turning part 10, and a part of the magnus cylinder 30 is intruded into the notch part 24 of the wing body 20. Namely, a surface of the notch part 24 and a side surface (outer peripheral surface) 32 of the magnus cylinder 30 are opposed to each other with a predetermined interval. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,B63H   9/02; B63H   9/06; F03D  11/00; Y02E  10/74; F03D   3/06; Y02T  70/58
335200006,JP20100093613,FIN-RING PROPELLER FOR WATER FLOW POWER GENERATION SYSTEM,"<P>PROBLEM TO BE SOLVED: To provide an eco-friendly water flow power generation system capable of safely, reliably and efficiently supplying large-scale electric power. <P>SOLUTION: This water flow power generation system includes a floating pipe 102, a ballast pipe 103 and an induction generator 104 driven by a propeller 105. In this propeller 501, rings 503, 506, 509, etc. with fins are concentrically arranged in large numbers with a hub 502 joined to a generator shaft, and these respective rings have a plurality of curved fins 504, 507, etc. separated by clearances 505, 508, etc., and these clearances are large toward the outside ring, that is, substantially continue the fins in the inside ring, and thus, fluid pressure is turned outside, and rotation of this propeller is facilitated. While, since an aquatic life proceeding toward its propeller is pushed outside or made to escape from the wide clearance of the outside ring, the system is efficient and eco-friendly. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,F03B  13/26; Y02E  10/725; Y02E  10/38; F03B  17/061; F03B  13/10; F05B2240/97; F05B2240/40; Y02E  10/28; F05B2240/93
335200007,JP20100209551,PROPELLER SYSTEM FOR UNDERWATER OR WATER-BORNE STRUCTURE,"<P>PROBLEM TO BE SOLVED: To provide a propeller system for an underwater or water-borne structure usable for an eco-friendly water flow power generation system capable of safely, reliably and efficiently supplying large-scale electric power. <P>SOLUTION: This propeller system for the underwater or water-borne structure includes a hub member to be arranged by connecting a propeller to a driving system and a propeller member having one or more of concentrically arranged rings. The concentrically arranged rings include an inner ring member, an outer ring member and a plurality of curved fin members separated by clearances arranged between the inner ring member and the outer ring member. In these clearances, fluid pressure is turned outside, and rotation of this propeller is facilitated, and while, since an aquatic life proceeding toward its propeller is pushed outside or made to escape from a wide clearance of the outside ring, the efficient and eco-friendly system is provided. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,F05B2240/93; Y02E  10/38; F03B  13/26; F03B  17/061; B63B  35/00; F05B2240/40; Y02E  10/725; F03B  13/10; F03B  17/06; F05B2240/97; Y02E  10/28
335203187,JP20100274138,POWER GENERATION ASSEMBLY,"<P>PROBLEM TO BE SOLVED: To provide a novel floating unit and a method for placing the unit on water. <P>SOLUTION: This floating power generation assembly includes at least three floating units 900 floating on water and at least three anchors 916 secured to a solid surface below the water. Each of the floating units 900 comprises a power generation means. The floating units 900 are arranged substantially at apexes of at least one equilateral triangle. The invention also provides a ship-borne apparatus for deploying the floating units of such a power generation assembly and a novel multiple wind turbine assembly. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,B63B  35/44; F03D   1/02; F05B2240/96; Y02E  10/721; B63B2035/446; Y02E  10/38; B63B  13/00; F03D   1/04; F05B2250/132; Y10S 416/06; F05B2240/95; Y02E  10/725; Y10S 416/04; B63B  21/50; B63B  35/00; F03D  13/10; F03D  13/40; F05B2240/13; F05B2240/40; F03D   9/00; F03D  11/04; Y02E  10/727; B63B2039/067; F03D; F03D   9/008; F03D  13/25; F05B2210/18; F05B2240/93
335268571,EP20110726762,ALTERNATIVE MECHANICAL AND ELECTRICAL CONCEPT FOR OFFSHORE WIND FARMS,NULL,2011,F03D   1/04; F03D   9/257; F03D  13/25; Y02E  10/727; F05B2240/96; F03D   7/048; F03D  13/22; F05B2240/93
335278443,PL20020393264,Method for operating a wind farm and wind farm implementing this method,NULL,2002,F03D   7/0272; F05B2270/1033; F05B2270/337; H02J   3/28; Y02B  10/30; Y10T 307/724; F03D   7/04; F03D   7/048; F03D   9/257; F03D   7/0284; F03D   9/00; Y02E  10/725; H02J   3/38; B63H   1/06; F03D   7/02; Y02E  10/723; F03D   9/255; F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763; F03D   7/00; F05B2270/304
335304399,NO20090003412,Metode for dreining av et vindkraftverk i forhold til vindretningen,"Det er beskrevet en fremgangsmÂte for dreining av et vindkraftverks (10, 20) rotorplan i forhold til en vindretning eller i forhold til tvist p en elektrisk eksportkabel. Vindkraftverket (10, 20) omfatter minst en vindturbin (11,21,31) innbefattende en rotor (14,24,34) med minst ett rotorblad (15,25,35) som er innrettet for rotasjon i rotorplanet. FremgangsmÂten omfatter  justere i det minste en del av det minst ene rotorbladet (15,25,35) og  rotere rotoren (14,24,34) med en motor p signal fra et kontrollsystem i avhengighet av vindretningen eller tvist p eksportkabelen slik at den minst ene vindturbinens rotor (14,24,34) pÂvirkes av et dreiemoment som dreier rotorplanet i forhold til vindretningen eller eksportkabelens tvist.",2009,Y02E  10/727; F03D   7/0204; F03D   7/02; F03D  13/25; Y02E  10/723; F03D   7/0224; F05B2240/95; F05B2270/321; F03D   1/02; F03D   7/024; F03D  80/85; F05B2240/93
335305031,KR20090012142U,A smart ship,NULL,2009,F03D   9/32; B63B  17/00; Y02T  70/70; F05B2240/95; Y02E  10/725; Y02T  70/58; B63H  13/00; Y02T  70/5254; B63B  15/00; B63H   9/00; F03D   9/00; Y02E  10/727; B63J   3/04; B63J2003/046; F03D   9/25; F03D  13/25; F05B2240/931
335337553,CN201110007097,Connection mechanisms for integrally mounting offshore fans,"The invention discloses connection mechanisms for integrally mounting offshore fans in the technical field of mounting equipment of offshore wind generating sets, which is distributed on offshore fan mounting equipment in an arrangement mode that two mechanisms are arranged on the left and two mechanisms are arranged on the right symmetrically. Each connection mechanism comprises a tenon assemblyand a groove support which is rotatably connected with the tenon assembly correspondingly, wherein the tenon assembly and the groove support are in welding connection with a balance beam main body and a tower frame respectively. By the mechanisms, a balance beam and the tower frame which are used for integrally mounting the offshore fans are fixed rigidly; and the mechanisms are convenient to disassemble.",2011,F03D  11/04
335344589,CN201020651233U,Hybrid wave power generating device,"The utility model discloses a hybrid wave power generating device. The generating device is characterized in that the device comprises an upper floating body and a lower floating body; the upper floating body is hollowed, an opening is formed on one side of the upper floating body, and a floater is arranged at hollow part of the upper floating body and used for heaving with wave; conducting coils, a hydraulic cylinder, a hydraulic motor, an electric generator and a storage battery are arranged inside the lower floating body; the hydraulic cylinder is connected with the hydraulic motor through a hydraulic pipeline; an output shaft of the hydraulic motor is connected with an input shaft of the electric generator through a coupling; the floater in the upper floating body is connected onto a piston in the hydraulic cylinder through a connecting rod; a plurality of turns of the conducting coils surrounding the connecting rod and fixed relative to the position of the hydraulic cylinder are arranged at the upper part of the hydraulic cylinder; a magnet is fixed on the connecting rod in the position corresponding to the conducting coils; and the output terminal of the conducting coils and a current output electrode of the electric generator pass through a rectification unit and then are connected onto the storage battery. The device has the advantages that the wave energy conversion efficiency of a system can be improved, power generation is relatively stable, the influence of marine organism is little, the cost is low, and the device is suitable for wide popularization.",2010,Y02E  10/725; Y02E  10/38; Y02P  70/523; F03D   9/00; F03B  13/22
335344595,CN201020508148U,Device combining wind power generation piles and ocean current power generation piles,"The utility model relates to a device combining wind power generation piles and ocean current power generation piles, and belongs to the technical field of power generating device structure. The device comprises wind power generation piles installed on the seabed and is characterized in that ocean current power generation devices connected with a wind-generated power conveying circuit are installed on the wind power generation piles. The device is reasonable in design. When an offshore wind power generation plant is built, offshore wind power generation piles can be provided with various ocean current power generation devices to save costs on ocean current power generation piles. Moreover, power generated by the ocean current power generation devices can be input to the wind-generated power conveying circuit, to cut costs on submarine cables. It is estimated that the totally investment on infrastructure reaches over 30%.",2010,F03B  13/12; F03D  11/00; F03D   9/00; Y02E  10/725
335349604,US20100812623,Smart ship,"The present invention relates to a smart ship, and in particular to a smart ship which makes it possible to enhance a sailing efficiency of a ship by minimizing an air resistance occurring due to a cross wind when a ship sails while generating an electric power by using a cross wind which power can be used for sailing or for an internal use of a ship. The smart ship of the present invention is equipped with a cross wind power generator for thereby effectively preventing a cross wind resistance and generating an electric power by using a cross wind, so the generated electric power can be used for sailing a ship and for an internal use of a ship, by means of which it is possible to enhance a sailing efficiency of a ship.",2010,Y02E  10/725; F03D   9/32; Y02E  10/727; F03D   9/00; B63B  15/00; F03D   9/25; F05B2240/931; F05B2240/95; B63J2003/046; F03D  13/25; Y02T  70/58; B63J   3/04; Y02T  70/70; B63B  17/00; B63H  13/00; Y02T  70/5254
335351024,US200913059866,Blade section for a wind turbine blade,"A blade section for a wind turbine blade, the blade section extending along a longitudinal axis and having at least a first end, the blade section comprising a main blade section with a contour having an outer surface. The main blade section at the first end is provided with a number of connection elements, each connection element being pivotally engaged with the main blade section about a rotational axis. Each of the connection elements being provided with a joining means for anchoring each of the connection element to another blade section. The joining means of each of the number of connection elements is arranged in a distance from the rotational axis.",2009,F03D   1/0675; Y10T  29/49321; Y02E  10/721; B21K  25/00; F05B2240/302; F03D   1/0683; F03D  11/00
335357262,EP20100841233,WIND TURBINE,NULL,2010,F03D  15/00; F03D  15/10; F03D   7/02; F03D   7/0204; F03D  11/02; F03D  13/25; Y02E  10/727; F03D  80/70; F03D  80/82; F03D  11/00; F03D  80/00; Y02E  10/723; F03D   1/00
335372416,SK20090000134U,Wind power plant,"Wind power plant consists of a column (1) anchored by screws (2) of a reinforced concrete base (3), at the column (1) is by screws fastened a bearing area (6), at a base plate of a nacelle (5) is a gearbox (7), which is by a clutch (8) connected with a shaft (9), which is placed in two bearings (10). At the other end of the shaft (9) is mounted a rotor (11), in which is placed a mechanism (12) for rotating blades (13). The mechanism (12) for rotating blades is actuated by a rod (14), the other end of the rod (14) is mounted on a linear transducer (15), the position sensing of the mechanism (12) for rotating blades is realized by a linear sensor (16), the speed sensing of the rotor (11) is realized by a sensor (17).",2009,F03D   7/02; F03D  11/04; Y02E  10/723
335427982,EP20110005328,Device for securing heavy loads,"The device (10) has locking elements (11,16) set one above the other and rotatably connected through a connecting bolt (13) such that the locking elements rotate against each other. One locking element is mounted on the other locking element by the force acting along the direction of locking elements. The locking elements include two force transfer surfaces which separate the outer side region and inner side region of a surface formed between locking elements, by a recess such that the locking elements are rotatable between unlocked and locked positions. An independent claim is included for security system for securing heavy loads such as components of wind-power plants on ship.",2011,B65D  90/00; B60P   7/13; B63B  25/24; B65D  90/0013; B60P   7/132
335562529,CN200980132254,Support structure for use in offshore wind farm industry,"Provided are a support structure for use in the offshore wind farm industry, and a method of manufacturing and installing same, comprising a foundation (4, 4') for installation on a seabed (3) below a body of water (2) and a tower (7) connected to and extending upwards from the foundation and being capable of supporting at least an equipment unit (5). The foundation (4, 4') comprises a bottom slab element (14) and a wall (23, 54) extending upwards from the bottom slab element (14), thereby defining a first cavity (15) for holding ballast (19) and for providing buoyancy during tow-out and installation. The foundation (4, 4') comprises a circumferential skirt (18) extending downwards from the bottom slab (14), thereby defining at least one compartment (17a-c) underneath the foundation (4, 4').",2009,E02B  17/025; Y02E  10/727; E02B2017/0039; E02B2017/0091; F05B2240/95; F03D   1/00; E02B  17/027; F03D  13/22; Y02P  70/523; E02B2017/0065; F03D  13/10
335578027,US201113006236,"Method of providing a foundation for an elevated mass, and assembly of a jack-up platform and a framed template for carrying out the method","The application relates to an efficient method of providing a foundation for an elevated mass, such as the jacket of a wind mill, the foundation consists of a plurality of piles, driven into a substrate according to a geometric pattern. The method an assembly of a jack-up platform and a framed template, the template having a plurality of interconnected sleeve guide members for receiving the piles, arranged according to the geometric pattern, and means for slidably moving it along the spud poles of the platform. The framed template is lowered along the spud poles from an in-operative position close to the deck of the platform towards the substrate, and piles driven into the substrate through the sleeve guide members of the template. The invention also relates to a framed template and to an assembly of a jack-up platform and a framed template, adapted for carrying out the method.",2011,E02B  17/00; E02B2017/0091; E02D  27/52; F03D  11/04; F05B2240/95; E02D   5/00; E02D  27/42; Y02E  10/727; E02D   5/54; F03D  13/22; E02D  27/50
335579874,US201113073891,Supervisory control and data acquisition system for energy extracting vessel navigation,"A Supervisory Control And Data Acquisition (SCADA) system guides navigation of a vessel enabled to extract energy from wind and/or water currents primarily in offshore marine environments. An exemplary SCADA system could embody server and client software applications running on microprocessor systems at a remote control central service logging and energy distribution facility, and the vessel itself. The remote control service facility runs Human Machine Interface (HMI) software in the form of a Graphical User Interface (GUI) allowing choices to maximize system performance. The central server accesses information to control vessel position based on transmitted Global Position Satellite (GPS) data from the vessel, and weather information from the Geographic Information System (GIS) provided by multiple spatial temporal data sources. A server-side optimization algorithm fed the parameters delivered from vessel aerodynamic/hydrodynamic performance simulation software models, the vessel onboard sensor data, and integrated real-time weather and environmental data determines an optimal navigation through weather systems and presents choices to the HMI.",2011,F03D  17/00; B63B  79/00; F05B2270/8041; G05D   1/10; Y02E  10/723; F05B2240/97; B63J  99/00; F05B2270/806; Y02E  10/38; F03B  17/06; F05B2240/932; F03D   7/042; Y02T  70/74; G08G   3/00; G06F  17/00; H02P   9/00; Y02E  10/28
335685492,EP20110730778,LIFTING DEVICE AND METHOD FOR POSITIONING OF A UNWIELDY OBJECT,NULL,2011,B66C   1/108; E02D  27/425; F03D  13/10; B66C  23/56; E02B  17/00; Y02P  70/523; B66C  17/00; B66C  23/18; Y02E  10/726; B66C  23/58; B66C  23/00; F05B2230/61; F05B2240/95; B66C  13/08; B66C  23/185; E02D  27/42; F03D   1/00; Y02E  10/727; Y10T  29/49316
335810205,JP20090276925,LARGE-SIZED WELDED STEEL PIPE HAVING EXCELLENT FATIGUE RESISTANCE CHARACTERISTIC AND METHOD OF HIGHLY EFFICIENTLY MANUFACTURING THE SAME,"<P>PROBLEM TO BE SOLVED: To establish (i) a method of machining a steel plate and a method of welding the machined steel plate by which a large-sized welded steel pipe unit is efficiently manufactured, in manufacturing a large-sized welded steel pipe unit by machining and welding a steel plate of a super thickness (e.g., thickness in excess of 50 mm) and to provide (ii) the large-sized welded steel pipe which has fatigue resistance characteristic which withstands vibration of gigacycle region while no tensile stress remains or while compressive stress remains and which has a weld zone with sufficient fracture toughness. <P>SOLUTION: The large-sized welded steel pipe having excellent fatigue resistance characteristics is characterized in that three or more circular arcuate long steel materials, which are long in the rolling direction of a steel plate and having a circular arcuate shape in the width direction vertical to the rolling direction, are butted on the end faces in the rolling direction and that the butted faces are welded by high energy density beam welding. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,B23K  15/00; F03D   1/00; F03D  11/04; Y02E  10/72; B23K  26/21; B21C  37/08; Y02P  70/523; F03D  13/25
335810207,JP20090276937,JOINT WITH EXCELLENT FATIGUE RESISTANCE WELDED BY HIGH ENERGY DENSITY BEAM,"<P>PROBLEM TO BE SOLVED: To provide a joint welded by high energy density beam, which (i) obtains execution conditions of no tensile stress remaining in a weld zone and which (ii) has fatigue resistance for enduring vibration environment of gigacycle range for a long period as well as having sufficient fracture toughness, in welding a super thick (e.g., thickness in excess of 50 mm) steel plate or steel pipe by high energy density beam welding. <P>SOLUTION: The joint with excellent fatigue resistance welded by high energy density beam is a weld joint in which one pipe joint member is fitted to the other pipe joint member, and welded while irradiating the fitted region by a high energy density beam, wherein a weld zone which tilts against the horizontal cross section of the pipe joint member and which goes around the pipe joint member is formed in the fitted region. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,B23K  26/21; B23K  15/04; F03D  11/04; Y02E  10/72; B23K  15/00; B23K  15/06; B23K 101/06; F03D  13/25
335816986,JP20090281143,OFFSHORE WIND TURBINE,"<P>PROBLEM TO BE SOLVED: To provide an offshore wind turbine capable of water cooling by means of a closed system with air circulating in a tower. <P>SOLUTION: An offshore wind turbine 1 includes a tower structure body 6 configured with a tower 4 and a foundation 5 thereof, a rotor 2 supported at the tower top, a generator generating electricity by the rotor's rotation, and a converter 7 converting the electricity generated by the generator. A cavity is formed in the tower and the foundation. An internal space configured therewith is divided into upper and lower chambers (A), (B) by a bulkhead 5a. The converter is disposed in the upper chamber. The bulkhead has first and second vents 5b, 5c. An air circulating channel and a blower (for example, an exhaust fan 8) are provided in which air is circulated from the converter to the lower chamber through the first vent, then to the converter through the second vent. An air inlet 10a is disposed below an air outlet 9a, or a partition member 12 is provided therebetween. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2009,F03D   9/25; F05B2240/93; F03D  11/00; F03D  80/60; F03D   9/00; F03D  11/04; F03D  13/25; F03D  13/22; F05B2240/95; F05B2260/205; F05B2260/64; F05B2240/97; Y02E  10/727
335826533,JP20110505538,NULL,NULL,2009,F03D  13/22; Y02P  70/523; E02B2017/0043; E02D  27/52; E02B  17/025; E02B2017/0039; F03D  13/20; E02B2017/0082; E02B2017/0091; F05B2240/95; E02B2017/0073; E02D  27/425; F03D  11/04; Y02E  10/727; E02D  27/42; F03D  13/10
335828304,JP20060524595,NULL,NULL,2004,B63B2035/446; E02B2017/0091; F05B2240/95; F03D   1/00; Y02E  10/727; F03D; Y02E  10/38; F05B2240/93; B63B  21/502; F03D  13/25; B63B  21/50; F03D   9/00; F03D  11/04
335831028,CN201110102825,Stretched type multi-segment concrete wind power tower frame,"The invention provides a stretched type multi-segment concrete wind power tower frame which comprises a base, a tower body and a steel transition segment, wherein the base and the tower body are made from prestressed reinforced concrete; the base is internally provided with a step hole, the periphery at a transition segment of the step hole is evenly provided with a plurality of stretched steel cable holes, and the upper end of the base is provided with a plurality of planted bar holes; the tower body is divided into a plurality of tower segments, the upper ends of the tower segments are previously provided with the planted bar holes except the upmost tower segment, and the lower ends of the tower segments are previously embedded with a plurality of anchored steel bars; the steel transition segment is a T-shaped structure and comprises a leg part and an arm part, the leg is provided with a stretched wire cable hole, one end of the arm part is connected with a steel flange, and the other end of the arm part is previously embedded at the upmost end of the tower body; and the anchored steel bar of the downmost tower segment is inserted into the planted bar hole of the base to be fixed, and the anchored steel bars of the tower segments on the adjoining tower segments are inserted into the planted bar holes of the lower tower segments to be fixed. The tower frame is convenient to transport, is cost-saving, can effectively strengthen the forcing stability due to the internally-arranged prestressed stretched steel cables, and is good for prolonging the service life.",2011,F03D  11/00; F03D  11/04
335838087,CN201020141222U,Assembly of rotating blade turbine and diversion trench,"The utility model discloses an assembly of a rotating blade turbine and a diversion trench. The assembly comprises a rotating blade turbine, a round frame, a spindle frame bearing, a right diversion trench, a left diversion trench, an upper arch limb, a lower limb, a screw motor, a power-driven lock bolt, a CPU (Central Processing Unit) electric control, a circuit element and the like; these elements form a bucket frame which can be disintegrated and integrated. The assembly blocks idle blades to realize drag reduction, inducts and gathers wind power to realize multiple pressurization, does work from multi angles, starts quickly, is easy to cut over, and improves the conversion rate for a plurality of times; the assembly can also adjust the equipment to operate and cut out stably and safely, and can be applied to other vertical axis wind generators to solve the bottleneck and problem of power and the cutting-out problem. The large rotating blade turbine with S-shaped wheel arms and gradient and multiple rotating blades can be matched in sizes to be repeatedly used according to requirements; and accessories can be added to integrate rivers and gorges, oceans and tides, waves, undercurrent winds and water to achieve the multidimensional, stereoscopic and comprehensive utilization of wind energy, water energy, ocean energy and other energy sources.",2010,F03D   7/06; F03D   9/00; Y02E  10/226; B60K  16/00; F03D   3/04; Y02E  10/74; F03B  11/00; F03B  13/00; Y02T  10/90
335866293,US200913057285,Method and apparatus for towing offshore wind turbines,"A method of moving a floating wind turbine relative to a body of water, the floating wind turbine having a buoyant body with a nacelle at the upper end thereof, including the steps of floating the floating wind turbine in the body of water, and towing the floating wind turbine while holding the buoyant body in an inclined position, whereby the nacelle is held clear of the water. As the wind turbine is held in an inclined position, it can be towed through regions of shallower water than if it were in a vertical position.",2009,F05B2240/95; B63G   8/14; B63B  75/00; B63G   8/22; F03D  13/40; B63B  21/00; B63B  35/44; F03D  13/10; B63B  43/14; Y02E  10/721; Y02E  10/726; F03D   9/00; F03D  11/04; F03D  13/20; Y02E  10/727
335921474,DE20091055175,"Nachjustierbare Fl‰chengr¸ndung, bevorzugt aufgelˆst, f¸r Offshore-Windenergieanlagen","Die erfindungsgem‰fle Gr¸ndung einer Offshore-Windenergieanlage weist Gr¸ndungselemente (4) auf, deren Einh¸llende im Grundriss eine Fl‰che umschlieflt. Diese fl‰chenhafte Gr¸ndung (4) liegt auf dem Meeresboden (5) auf ñ bevorzugt nur ¸ber definierte Lasteinleitungsbereiche (2) ñ oder ist nur geringf¸gig im gewachsenen Boden versenkt. Unter den Lasteinleitungsbereichen (2) sind Kissen (1) angeordnet, die nachtr‰glich verpresst werden kˆnnen und so eine mˆgliche Schiefstellung korrigieren. Die fl‰chenhafte Gr¸ndung (4) ist kein ¸bliches Schwerkraftfundament, hat aber eine ‰hnliche Wirkung. Kippmomente aus dem Mast (8) werden von der fl‰chenhaften Gr¸ndungsstruktur (4) aufgenommen und ¸ber Bodenpressung abgetragen. Eine mˆgliche einfache Ausf¸hrungsform besteht aus zwei ein Kreuz (4) bildenden Betongr¸ndungsbalken (6), auf deren Kreuzungspunkt sich ein Mast (8) oder Mastuntersatz (7) erhebt. Die Betonbalken kˆnnen massiv sein, bevorzugt ist aber eine Hohlstruktur, die zur Erhˆhung des Gewichtes mit Material (z. B. Boden, Sand, Steine) verf¸llt wird. Die Gr¸ndungsbalken (6) kˆnnen hierzu auch als liegendes U-Profil ausgef¸hrt sein. Ein Kolkschutz in der n‰heren Umgebung der Gr¸ndung verhindert eine Untersp¸lung.",2009,F05B2240/95; E02D  27/04; Y02E  10/727; E02D  27/52; E02D  27/42; F03D  13/22
336002060,TW200897212348U,Buoyancy type wind power generator,NULL,2008,F05B2240/93; F03D   1/02; Y02E  10/725; F03D   1/04; F03D   9/32; F05B2240/931; F03D   9/25; F05B2240/932; F03D  13/25; Y02E  10/727; F03D  13/20; F05B2240/40
336005153,US20100787389,Methods and apparatus for replacing objects on horizontal shafts in elevated locations,"An apparatus for stabilizing a shaft in an essentially horizontal position while an anchoring object at one end of the shaft is replaced without removal of an object at the opposite end of the shaft that would otherwise tend to destabilize the shaft from its essentially horizontal position includes a half-spool member configured to clamp above and around the shaft to resist torque around the rotor, under supports configured to attach to the half-spool member and clamp an underside of the shaft below the half-spool member, and a hydraulic or mechanical brake configured to resist torque on the shaft when the brake is engaged.",2010,B23P  17/00; F03D  13/10; F03D  80/50; Y10T  29/49318; Y02P  70/523; Y10T  29/49721; B23P   6/00; Y10T  29/4932; Y02E  10/726; F05B2230/80; F03B  13/00; F05B2230/61; Y10T  29/49229; Y10T  29/4973
336017001,GB20110009320,Apparatus for controlling a load,"An apparatus 1, 220 for controlling a load comprises a body 2, at least one energy storage element 3 attached to the body 2, a first elongate flexible element 14, 215 such as wire rope of chain attachable to a suspended load (such as a tender vessel 110 fig. 1a) or a moored vessel (250 fig. 14) or to an element (103 fig 1a) supporting such a load, in which the first elongate element 14, 215 acts upon the energy storage element 3. The first elongate element 14, 215 may form a drag line to stabilise a load against swinging especially when raised by a davit 101 on a mother ship 100 which is pitching, rolling or yawing or it may stabilise a vessel (250 fig. 14) moored to a structure such as an off shore wind turbine tower (200 fig. 10). The energy storage element 3 may be a compressible element in the form of an hydraulic ram 4 coupled to an hydraulic accumulator 43 and a relief valve 41. A carriage 17, 219 may be slidably mounted on rails 32 on the body 2 with the first elongate element 14, 215 attached to one side of the carriage 17 by a pulley 11, 217 and from there to a fixed point 27, 219. A second elongate element 15 may connect the carriage 17 to a fixed point on the body 2 via pulleys 13 on the body 2 and 12 on the piston 5. The elongate element 14 may be wound on a reel (122 fig. 8) which may include a brake whose actuation is controlled by tension in the elongate element 14 to pay out elongate element 14 and avoid damage to the components of the apparatus.",2011,B63B  21/04; B66C  13/02; B66C  13/06; B63B  23/48; B63B2712/02
336053964,JP20100287432,METHOD FOR PLANARIZING UNEVENNESS OF SEABED,"<P>PROBLEM TO BE SOLVED: To substantially planarize unevenness of a seabed by setting a plurality of bag-like filter units containing predetermined massive matter on the unevenness and leveling the plurality of filter units set to be flush with the seabed. <P>SOLUTION: At a location where the unevenness 1000 is present, the condition of the seabed 200 is investigated in advance to examine the respective numbers and installation positions of 8-t large filter units 51 and 4-t small filter units 52 to be used. Based on the investigation result, the small filter units 52 are installed on the bottom of the unevenness 1000. The large filter units 51 are installed on the upper surface formed by the installed small filter units 52, and are leveled so that the upper surface formed by the installed large filter units 51 becomes flush with the seabed 200. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,E02D  27/42; F16L   1/16; Y02E  10/727; E02D  15/10; F16L   1/12; E02B   3/00; E02B2017/0091; F03D  13/22; E02D  27/52; F03D  11/04; E02B2017/0039; F05B2240/95; H02G   1/10; H02G   9/025
336056202,JP20100287431,METHOD OF PROTECTING LONG OBJECT SUCH AS CABLE AND PIPE ON SEA BED,"<P>PROBLEM TO BE SOLVED: To provide a method of protecting long objects such as a cable and a pipe on a sea bed, which can protect the long objects such as the pipe and the cable on the sea bed over a long period of time. <P>SOLUTION: At a site where a submarine cable 20 is to be installed, the condition of the sea bed 200 and a tide near the sea bed 200 are investigated in advance to see how many filter units 50 are necessary and where they should be installed. Then, the submarine cable 20 is installed on the sea bed 200, and the filter units 50 are installed to cover the submarine cable 20 installed on the sea bed 200. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,F03D  13/25; F16L   1/123; H02G   9/025; F03D  13/22; Y02E  60/17; H02G   1/10; H02G   9/02; F03D   9/14; F03D   9/25; Y02E  10/72
336057740,JP20060536876,NULL,NULL,2004,F05B2240/93; Y02E  10/38; B63B2039/067; F03D   1/04; Y10S 416/06; F03D   1/02; F03D  13/25; F05B2240/40; F05B2250/132; Y02E  10/727; B63B  21/50; B63B  35/00; B63B2035/446; F03D  13/10; F03D  13/40; Y02E  10/721; F03D; F03D   9/00; F03D   9/008; F03D  11/04; F05B2210/18; F05B2240/95; Y02E  10/725; F05B2240/13; F05B2240/96; Y10S 416/04
336061110,US20100804434,Cryogenic process for separation of carbon dioxide from the atmosphere using a superconducting wind turbine,"A continuous cryogenic process for the separation and removal of carbon dioxide from the atmosphere using, in part, the existing cryocooling apparatus that is a component of the inventor's patented high temperature superconducting wind turbine electric generating and energy storage system. The proposed system is contained within a long, large, non-corrosive, open-ended, double-walled tubular-shaped vacuum or conventionally insulated dewar, which is cantilevered in two or more units from the wind turbine's steel tower. The major internal components consist of a large screen grid, a small screen filter, a low-speed electric turbo-style fan and, most importantly, a series of coated frost-free heat exchangers of differentiated design that freeze the carbon dioxide in the moving air into a form of flake-like dry ice which is then captured for potential reuse or underground sequestering.",2010,B01D  53/62; Y02C  10/06; B01D2258/06; B01D  53/002; B01D  53/14; F03D  80/00; B01D2257/504; F25J   1/00; C01B  32/55; F03D   9/00; Y02C  10/04; Y02E  10/72
336118284,EP20110739419,MECHANICAL BRAKE FOR A WIND TURBINE,"The mechanical brake comprises a double disc (D1 and D2) rotating with the transmission shaft and some brake calipers (P1 and P2) that apply friction on the disc when activated electrically, hydraulically or pneumatically. The brake is characterized because its high-speed shaft (Ea) is equipped with a drive train, adapting its diameter to some dimensions marked by the existing space and anchoring the brake calipers directly to the cover of the gearbox (M). The mechanical brake thus constituted is capable of braking with the pitch actuator in power position, in initial conditions of nominal power and at nominal average wind speed for an installation below 1 MW.",2011,F03D   7/0248; F05B2270/107; F16D  55/02; Y02E  10/723; F03D   7/02; F05B2260/902
336155890,EA20100000412,A WATER CURRENT ELECTRIC POWER GENERATION SYSTEM,"A water current power generation system is provided, including a plurality of flotation tubes joined by a body structure; a plurality of ballast chambers joined by a body structure; a plurality of induction type power generation units disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers disposed in mechanical communication with each of the induction type generator units. In one preferable embodiment each of propellers in mechanical communication with the induction type generator units comprises one or more concentrically disposed annular plate blocks of different diameter. Each of said blocks is provided with inner and outer ring elements and comprises a plurality of curved plate elements fixed symmetrically along the circle between the inner and outer angular elements and separated by clearances. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid- filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,F03B  13/10; F05B2240/40; Y02E  10/38; H02K  44/08; F03B  17/06; F05B2240/97; Y02E  10/28; F03B  13/26; F05B2240/93; F03B  17/061; Y02E  10/725
336155901,EA20100000528,FIN-RING PROPELLER FOR A WATER CURRENT POWER GENERATION SYSTEM,"Fin-ring propeller for a water current power generation system is provided for floating structures. The system comprising: a hub member for disposing a propeller in communication with a drive system; and a propeller member having one or more concentrically disposed rings, said concentrically disposed rings having an inner ring member, an outer ring member, and a plurality of curved fin members separated by gap spaces disposed between said inner ring member and said outer ring member.",2010,F05B2240/97; F03B   3/12; F03B  17/06; F03B  17/061; F03B  13/10; Y02E  10/725; F03B  13/26; Y02E  10/38; F05B2240/40; F05B2240/93; Y02E  10/28
336160398,NL20112006936,A MORPHING STRUCTURE AND METHOD FOR MORPHING A STRUCTURE.,NULL,2011,Y02E  10/721; B32B   3/12; B63H   1/36; F03D   1/06; F03D   1/0608; F05B2240/311; B64C   3/46
336212201,KR20090107750,A windmill has spinning instrument for helping main wings,"PURPOSE: A windmill having a secondary rotating unit for a main blade is provided to efficiently produce electricity since fluid from a tank moves from a suction pipe to a discharge pipe by the rotation of a secondary blade to rotate a blade and thus the torque of a first vertical shaft making contact with a buoyant member increases. CONSTITUTION: A windmill having a secondary rotating unit for a main blade comprises a tank(10), fluid(11), a buoyant member(20), a blade unit(30), a first vertical shaft(40) and a vertical blade(42). This windmill further comprises a horizontal rotary plate(50), a generator(60), a second vertical shaft(70) and a secondary blade(72). This windmill further comprises a fan(82), a suction pipe(90) and a discharge pipe(91). The tank is loaded on a frame(1). The fluid is stored in the tank. The buoyant member floats on the fluid. The blade unit is formed on the upper part of the buoyant member. The vertical blade forms circumscription with the first vertical shaft. The generator is connected to the horizontal rotary plate operatively.",2009,F03D   3/005; F05B2240/93; F05B2260/98; F03D   3/02; F03D  11/00; F03D  11/02; F05B2240/211; F03D   5/00; Y02E  10/74; F03D  13/20; F03D  80/70; Y02E  10/70
336213040,KR20090108752,Wind-collecting tower with solar cell panels for a wind electric power generator,"PURPOSE: A wind-collecting tower with solar cell panels for a wind power generator is provided to ensure continuous generation because a generator and the solar cell panels complementarily operate. CONSTITUTION: A wind-collecting tower for a wind power generator comprises a wind tunnel with interior through holes for drawing in wind, wind collecting plates(20) which conduct wind to the interior through holes, guide plates(30) which are arranged at certain intervals to form a plurality of guide channels between the wind collecting plates, a support frame(40) with exterior through holes(15) connected to the guide channels, opening and shutting devices(50) which allow the passage of wind drawn from the exterior to the interior only, solar cell panels(60) which are respectively anchored to the exterior of the opening and shutting devices, a storage battery which is electrically connected to the solar cell panels and a generator on an air duct, and rotation restrictors which press the opening and shutting devices in the direction of closing openings.",2009,H02S  10/12; Y02E  10/74; F03D   9/007; F03D   3/04; F03D   3/0409; H02S  40/38
336214937,KR20090110498,Total system,"PURPOSE: A bamboo weir total system is provided to catch fishes, to secure energy source through a power generation unit, and to enhance profitability. CONSTITUTION: A bamboo weir total system comprises: a first wing unit in which a plurality of first supports are continuously arranged at an interval; and a second wing unit in which a plurality of second supports are continuously arranged at an interval. The first wing unit and second wing unit comprise: an entrance part(100) which is arranged in a V-shape; a body part(200) in which both ends thereof is connected to the exit of the entrance part and a plurality of third supports are continuously arranged at an interval; a moving passage unit(400); and a power generation unit.",2009,Y02E  10/50; B63B  34/05; B63B  34/00; A01K  74/00; A01K  79/00; Y02E  10/70
336221220,CA20092746958,A HYDROELECTRIC TURBINE SUPPORT SYSTEM,"The present invention provides a hydroelectric turbine support system, and in particular the combination of a base on which the turbine is supported on the seabed during use, and a vessel used to transport the turbine and base to a deployment site, and which are designed to allow, when the system is docked at a quayside or the like, the base to contact the seabed during periods of low tide and to support the vessel thereon during such periods, without damage to either the base or the vessel.",2009,F05B2240/91; F03B  13/10; F03D  13/25; F03D  11/04; F05B2240/97; F05B2260/02; F05B2240/90; Y02E  10/226; Y02E  10/38; F03B  11/00; B63B  35/44; F03B   7/00; F03B  13/26; F03B  17/00; Y02E  10/28
336221505,CA20092747541,REMOVABLE OFFSHORE WIND TURBINES WITH PRE-INSTALLED MOORING SYSTEM,"This invention relates to a floating energy generating device comprising at least two wind turbines mounted on a floating open structure, said floating open structure being moored to the seabed with a mooring system, each wind turbine featuring in operation mode a blade and rotor part mounted at the top of a tower and being connected via a cable to a central control power electronic unit on the floating open structure, the central control power unit being connected to a submerged high voltage power export cable for exporting the electricity generated by the at least two windmills, characterized in that the floating open structure being connectable to or disconnectable from the mooring system and at when disconnected from the mooring system the center of gravity of the floating open structure at or below its center of buoyancy.",2009,B63B  35/44; F05B2240/93; F03D  80/50; B63B2035/446; Y02E  10/38; F03D  80/00; F05B2240/95; F03D   1/00; B63B  21/50; F03D   9/25; F03D  13/25; Y02E  10/727; F03D  13/10; F03D  13/40; F03D  80/85; Y02E  10/725
336236501,EP20100845452,INSTALLATION METHOD AND RECOVERY METHOD FOR OFFSHORE WIND TURBINE,"The present invention provides a method for installation of an offshore wind turbine, comprising a step for prefabrication of a foundation, a step for installation on the dock, a step for transportation and a step for offshore installation. The foundation provides buoyant force and uprighting force to the entire structure so as to keep it upright without external forces; the step for installation on the dock comprises assembling into the complete set, and finishing the test in a state of complete set; in the step for transportation, the complete set is transported to the offshore site in a way of floating on the water; the step for offshore installation comprises sinking the complete set onto the sea bed by gravity on the offshore site, and fixing the foundation to finish the installation. The present invention also provides a method for recovery of an offshore wind turbine, which is performed generally in steps reversed to the method for installation. The one-step installation and disassembly for the complete set can be realized according to the method of the present invention, which has low risk for damaging the wind turbine complete set, with convenience and high efficiency, and greatly reduces the cost, and moreover, is environment-friendly.",2010,B63B  35/003; B63B2035/446; E02B  17/02; F03D  13/22; B63B  75/00; F05B2240/90; B63B  35/00; B63B  35/44; E02B  17/08; F03D  13/10; F03D  13/40; F03D   9/00; F03D  13/25; Y02E  10/727; F05B2240/95; Y02T  70/146
336236502,EP20100845453,MARINE WIND TURBINE WHOLE MACHINE,"The present invention provides an offshore wind turbine complete set, comprising a foundation, a tower column and a wind turbine set. The foundation utilizes a steel-concrete structure and comprises a plurality of tanks which are respectively provided with an opening; a lower end of the tower column is installed on the foundation; and the wind turbine set is installed on an upper end of the tower column. When the offshore wind turbine complete set floats on water, the openings of the plurality of tanks are under the water, and the tank is injected with air or water, and the buoyancy and uprighting force are provided by the plurality of tanks, so as to keep the entire structure in a vertical floating state consistent with the state of installation on the offshore site, but without external force on the water. The use of the offshore wind turbine complete set of the present invention eliminates the need for large hoisting machinery and transportation vessels in the offshore operation, the operation can be easily performed with high ratio of success, and greatly reduces the cost. Moreover, the technical solutions of the present invention have advantages such as low construction noise, small area of sea bed disturbance, and no pollutant leakage during the offshore operation and are environment-friendly.",2010,B63B  35/44; E02B2017/0091; F03D   9/00; F03D  11/04; F05B2240/95; F03D  13/40; F03D  13/25; F03D   1/00; F03D  13/22; Y02E  10/727
336264880,TW200998211067U,Energy-saving wind-power oxygen-aerating apparatus,NULL,2009,F03D  13/25; F05B2240/93; H01M   8/10; Y02P  70/523; A01K  63/04; F03D  13/10; H01M   8/02; F05B2230/6102; Y02E  10/727; F05B2240/95
336271120,KR20117005859,METHOD AND APPARATUS FOR TOWING OFFSHORE WIND TURBINES,"? ??? ??? ?? ??? ?? ??(1)? ????? ?????, ??? ?? ??(1)? ???? ??? ?? ???? ????, ?? ???, ??? ?? ??(1)? ???? ??(??)??? ??, ???? ??? ??? ???? ??? ?? ?? ?? ????? ??? ?? ??(1)? ???? ?? ????. ?? ??(1)? ??? ??? ???? ???, ?? ??? ?? ??? ???? ? ?? ?? ??? ???? ??? ? ??.",2009,F03D  13/20; F03D   1/00; Y02E  10/727; B63B  21/00; B63B  75/00; F05B2240/95; B63B  35/44; Y02E  10/721; Y02E  10/726; F03D  11/00; F03D  13/10; F03D  13/40
336271286,KR20117009116,AN ADJUSTABLE PROPELLER ARRANGEMNET AND A METHOD OF DISTRIBUTING FLUID TO AND/OR FROM SUCH AN ADJUSTABLE PROPELLER ARRANGEMENT,? ??? ?? ???? ???? ?? ??? ? ?? ???? ???? ?? ?? ????? ???? ?? ?? ???? ??? ?? ???. ?? ?? ????? ??? ??? ???? ???? ? ??? ??? ???? ????? ???? ?? ??? ???? ??? ??? ???? ????? ??? ?? ??? ??? ?? ?? ???? ????. ?? ??? ?? ????? ???? ?? ????? ??? ?? ???? ??? ???? ??? ???? ?? ????? ?? ??? ??? ??? ????? ???? ? 1 ?? ?? ? ????. ?? ????? ?? ?? ???? ? ?? ??? ?? ??? ????? ????.,2008,B64C  11/42; F03D   7/02; B63H   3/04; B63H   3/082; B63H   3/08
336284613,KR20090130276,Smart Green Grid System For Mobile Harbor,PURPOSE: An environment-friendly power supply system for a moving port is provided to effectively manage power by selectively using a power supply source according to the location of the moving port. CONSTITUTION: A DSSC(Dye-Sensitized Solar Cell)(110) supplies power to a moving port. A hydrogen storage tank(130) stores hydrogen. A fuel cell(150) generates power by using the hydrogen stored in the hydrogen storage tank. A power control unit(160) controls the supply of power used in the moving port. A supply cable connecting unit(170) is connected to a submarine electricity supply cable(200).,2009,H01M   8/00; H02J   3/38; H02J   3/382; Y02E  10/727; Y02E  10/763; Y02E  10/766; F03D   9/00; Y02E  10/725; H02J   7/35
336286440,KR20100089975,APPARATUS FOR PREVENTING THE INFLOW OF AQUATIC LIFE,PURPOSE: An apparatus for cutting off the inflow of underwater creatures is provided to install easily by supplying electricity to a finishing net using an electricity supply device and to remove underwater creatures caught in a finishing net easily. CONSTITUTION: An apparatus for cutting off the inflow of underwater creatures(30) comprises: a floating unit(40) floated on the sweater surface of the front provided with an intake(20); a finishing net(50) connected to the floating unit and placed in the water; an electricity supply device(60) by removing underwater creatures caught in the finishing net by supplying electricity to the finishing net; and a sound wave generator(70) generating sound waves at the specific frequency which underwater creatures dislike.,2010,E02B   1/006; E02B   5/08; Y02E  10/40; Y02E  10/70; A01M  29/24; Y02E  10/28; A01M  29/00
336287387,KR20100117806,FLOATING TYPE APPARATUS FOR GENERATING NEW AND RENEWABLE ENERGY,"PURPOSE: A new renewable energy generation device is provided to prevent global warming by blocking a part of light by a plurality of kites. CONSTITUTION: A new renewable energy generation device comprises a plurality of kites(100), a plurality of extension lines(200), a power generation unit(300), and an interval holding unit(400). One of kites, which are arranged on edge part, includes a camber and a wing unit. The wing generates power toward the edge of the center of kite. A plurality of extension lines interlinks a plurality of kites on ground. The power generation unit is installed one of extension lines. The power generation unit produces the electrical energy of solar energy and wind force. The interval holding unit forms a plane crossing the extension direction of a plurality of extension lines. The interval holding unit keeps a plurality of kites with at a regular interval.",2010,F03D   5/06; H01L  31/042; Y02E  10/50; F03D   5/00; H02S  20/00; Y02E  10/70; F05B2240/921
336287557,KR20110030639,APPARATUS FOR AMENDING SLOPE WHEN INSTALLING MARINE WIND POWER GENERATION FACILITY,"PURPOSE: A device for correcting an inclination when installing a marine wind power generation facility is provided to maintain verticality by eliminating a form and hydraulic jacks after the form is filled with concrete. CONSTITUTION: A device for correcting an inclination when installing a marine wind power generation facility comprises a base, a turbine, a lifting unit, and a form(40). The base is vertically installed on the top of a pile foundation and comprises lower and upper towers. The lower tower has a first flange(13a). The upper tower is coupled to the lower tower and has a second flange(15a). The turbine is installed in the upper tower. The lifting unit is vertically installed between the first and second flanges and corrects the inclination of the lower and upper towers. The form is installed between the first and second flanges and is filled with concrete.",2011,F03D   9/25; F03D  80/50; Y02E  10/72; F03D  11/04; E02D  27/52; F03D  13/22; F05B2240/221
336287558,KR20110030642,APPARATUS FOR CORRECTING INCLINATION OF OFFSHORE WIND POWER GENERATION FACILITY USING INTERNAL COMPARTMENT,"PURPOSE: A device for correcting an inclination of a marine wind power generation facility using an internal compartment is provided to correct an inclination by selectively controlling the pressure and water level of each compartment. CONSTITUTION: A device for correcting an inclination of a marine wind power generation facility using an internal compartment comprises a base(10), a suction pump(20), an underwater pump(30), a measurement sensor(40), and a controller. The base is installed in a sea bottom. A structure is installed on the top of the base. The base comprises multiple compartments. The suction pump is installed on the top of the base and is located at the top of the compartments. The underwater pump is located at the top of the compartments to be separated from the suction pump. The measurement sensor is installed inside the structure and measures the inclination of the base. When the measured inclination exceeds a reference value, the controller confirms the direction of the inclination and controls the operation of the suction pump and the underwater pump.",2011,E02D  27/525; F03D  11/00; F03D  17/00; F05B2240/95; F03D  13/22; E02D  27/52; F03D  11/04; F05B2260/80; Y02E  10/727
336298230,CN201020696951U,Single-pile foundation structure with stabilizing wings for offshore wind turbine,"The utility model relates to a single-pile foundation structure with stabilizing wings for an offshore wind turbine, which aims to improve the horizontal bearing capacity of a wind turbine foundation, improve the horizontal bearing capacity of a foundation pile, and reduce the displacement and the flexural torque of a pile body. The single-pile foundation structure has the technical scheme that: a group of stabilizing wings is additionally arranged on the pile body of the foundation pile at the height of a near-surface below a seabed mud surface and are radially arranged taking the foundation pile as a center, and the length direction of the stabilizing wings is parallel to the axial direction of the foundation pile; and the width direction of the stabilizing wings is vertical to the axial direction of the foundation pile. The single-pile foundation structure is suitable for the offshore wind power generation industry, and is especially suitable for being used in the single-pile wind turbine foundation with a large caliber.",2010,E02D  27/44; E02D  27/52; E02D  27/12
336303398,CN201110050724,Combination of semi-submersible self-propelling multifunctional maritime work platform and module thereof,"The invention relates to a maritime work platform used for developing marine resources, in particular to a combination of a semi-submersible self-propelling multifunctional maritime work platform and a module thereof. The combination of the semi-submersible self-propelling multifunctional maritime work platform and the module thereof consists of the following three layer segments: a multifunctional compartment segment at the upper layer, a main basic function compartment segment at the middle layer and a buoyancy box and buoyancy compartment segment at the bottom layer. The combination of the semi-submersible self-propelling multifunctional maritime work platform and the module thereof is characterized in that the multifunctional compartment segment at the upper layer and the main basic function compartment segment at the middle layer are provided with platform tenon structural components; and the buoyancy box and buoyancy compartment segment at the bottom layer is provided with a buoyancy box and a propelling generating blade, wherein the main basic function compartment segment at the middle layer is provided with a multifunctional compartment segment and basic function compartment segment connection component, a longitudinal anticollision hydraulic device, a transverse anticollision hydraulic device and an equal longitudinal limit wheel. In the invention, a mode that the platform is flexibly connected with a buoy is adopted; for preventing very high seas from damaging the platform, the anticollision hydraulic devices are designed; and by hydraulic limit structures of the anticollision hydraulic devices, the influence of very high seas with high wave amplitude on the platform is realized.",2011,Y02E  10/38; F03B  13/16; B63B  39/03; B63B  35/44; F03D  13/25; Y02E  10/727
336304534,CN201110080002,Single column maritime wind power generation device with circumferential stabilizing column,"The invention provides a single column maritime wind power generation device with a circumferential stabilizing column, and belongs to the technical field of ocean energy resource utilization. The single column maritime wind power generation device with the circumferential stabilizing column comprises a wind power generation set, a single column base, the circumferential stabilizing column, a supporting structure, a berthing system and a fixed ballast system; the wind power generation set is fixed on the single column base; the circumferential stabilizing column is fixed at the periphery of the single column base; both ends of the supporting structure are connected with the circumferential stabilizing column and the single column base respectively; the middle part and the bottom of the single column base are connected with the berthing system and the fixed ballast system respectively; and the berthing system is connected with the seabed. By arranging the circumferential stabilizing column, a larger waterline plane inertial moment can be obtained in a smaller waterline plane area; meanwhile, due to the low gravity center of the single column base, the stability requirement is met and the high water power performance is gained; therefore, a stable, economic and flexible floating base is provided for the wind power generation set, so the single column maritime wind power generation device with the circumferential stabilizing column is particularly applicable to deep water regions of the open sea.",2011,B63B2035/446; B63B2001/128; B63B2039/067; F03D   1/02; F03D  11/04; B63B   1/107
336304551,CN201110056670,Mooring floating-type wind energy and wave energy combination power generating platform for deep sea,"The invention relates to a mooring floating-type wind energy and wave energy combination power generating platform for the deep sea in the technical field of wind energy generation. The platform comprises a fan, a supporting platform and a mooring system, wherein the fan is fixedly connected with the supporting platform; and the supporting platform is floated on the water surface and is fixedly connected with one end of the mooring system, and the other end of the mooring system is fixedly arranged at the bottom of the sea. According to the invention, water in a floating body is extruded through the up-and-down movement of the platform, and the generator is driven to operate through driving an impellor by water, thus the wind energy and wave energy combination generation is realized. The platform provided by the invention has the advantages of less conversion steps and simple structure, is easy to realize, is convenient to maintain, and can be widely applied in deep sea regions.",2011,F03D   1/00; Y02E  10/725; B63B  38/00; F03B  13/22; F03D   9/25; Y02E  10/38
336319784,CN201110050398,Vertically installed Spar-type floater for offshore wind generator and construction methods,"A vertically installed Spar-type floater for offshore wind generator and related construction methods are provided. The vertically installed Spar-type floater includes a plurality of vertically extending columns; a ballast tank coupled to the lower end of each of the columns; a porous top deck coupled to the upper end of each of the columns; a wind generator set fixedly connected with the porous top deck; a plurality of mooring lines linking the floater to the sea floor. The floater can be vertically installed by utilizing gravity and buoyancy and without a floating heavy lift crane, which greatly reduces the integral construction and installation of offshore vertical floaters and makes the mass production of Spar-type floater for offshore wind generators possible.",2011,B63B  35/44; Y02E  10/72; F03D   9/25; B63B  21/50; Y02P  70/523
336320885,CN201110038473,Coating for marine wind driven generator blade and application thereof,"The invention relates to a coating used for a marine wind driven generator blade and application thereof. In particular, the invention relates to a coating composite that comprises a first composite and a second composite isolated mutually and physically, wherein the first composite comprises hydroxyl modified acrylic resin, solvent and optional assistant; and the second composite comprises HDI (hexamethylene diisocyanate) and IPDI (isophorone diisocyanate) trimer. The invention also relates to a composite formed by the first or the second composite, coating products thereof and a wind driven generator blade obtained from the coating of the coating composite. The blade obtained by using the coating composite has excellent properties.",2011,Y02E  10/722; C09D 175/04; C09D   7/12; F03D  80/00
336326383,CN201080000991,Smart ship,"The present invention relates to a smart ship, in particular to a ship which can minimize air resistance generated by crosswinds, and which generate electricity by harnessing crosswinds to be used as energy to propel the ship or for internal power, thus enhancing the efficiency of the ship. In particular, the present invention relates to a ship having a crosswind electric power generator for harnessing crosswinds. Therefore, by being provided with the crosswind electric power generator, the ship according to one embodiment of the present invention can not only absorb crosswind resistance, but can also generate electricity by harnessing crosswinds, which may be used to enhance the propulsion power of the ship and as an internal electric power supply, thereby increasing the efficiency of the ship.",2010,B63J   3/04; B63J2003/046; F05B2240/931; B63B  17/00; F03D   9/25; F03D   9/00; B63B  15/00; B63H  13/00; F03D  13/25; Y02T  70/5254; F03D   9/32; F05B2240/95; Y02E  10/725; Y02T  70/58; B63H   9/00; Y02E  10/727; Y02T  70/70
336326764,CN200980136863,Floatable windpower plant,"This invention comprises a structure (''A'') for creating, from a prevailing wind force (''W''), prerequisites for generating electric power, In the water carried structure ( (''A'') It is suggested that among utilized pontoon units (1, 2, 3) at least two, in themselves cal, posts (1', 2'),and a beam structure (5) be coordinated for forming a first frame structure (21) and at feast one upright (3) stabilizing the first frame structure (21) position in the body of water included in a second frame structure (22). The Invention indicates that a triangular first frame structure (21) is to be in a stationary but around a horizontal turning shaft (6') rotatable connection (16, 17) with the second triangular frame structure (22).",2009,F03D   1/02; F03D  11/04; F05B2240/95; F03D  13/22; F05B2240/93; F03D  13/25; F03D  13/10; Y02E  10/727
336332320,CN201120049299U,High-power prestressed two-piece type concrete tower,"The utility model belongs to wind-power generation equipment, and particularly relates to a high-power prestressed two-piece type concrete tower. The high-power prestressed two-piece type concrete tower comprises a cast-in-place concrete base (9), wherein a plurality of equally-spaced cast-in-place concrete base reserved bar planting holes (1) are formed on a circumference, of which the circle is equal to that of a first tower piece (1) and a second tower piece (8), in the middle of the upper surface of the cast-in-place concrete base (9), bar-planting-hole rear casting grooves (10) are respectively formed on the periphery of the cast-in-place concrete base reversed bar planting holes (1) and correspondingly communicated with the cast-in-place concrete base preformed bar planting holes (1), the first tower piece (4) and the second tower piece (8), which take the shapes of arbitrary-angle equal-diameter circular arcs, are respectively arranged in the middle of the upper surface of the cast-in-place concrete base (9), guiding steel bars (2) and prestressed anchor bars (3) are equidistantly and respectively arranged on the lower end surfaces of the first tower piece (4) and the second tower piece (8), and the guiding steel bars (2) and the prestressed anchor bars (3) are respectively mounted in the cast-in-place concrete base preformed bar planting holes (1) in a penetrating way. By adopting the piece-type structure, concrete tower provided by the utility model facilitates the transport and mounting, lowers the manufacturing expense and is convenient for factory production.",2011,E04H  12/12; E02D  27/42
336332640,CN201120049342U,High-power prestressed five-piece type concrete tower,"The utility model belongs to wind power generating equipment, and particularly relates to a high-power prestressed five-piece type concrete tower, which comprises a cast-in-place concrete foundation (12). A plurality of cast-in-place concrete foundation preformed bar implanting holes (1) are equidistantly arranged on a circumference which is equal to equal-diameter arc-shaped tower pieces at any angle in the middle on the upper surface of the cast-in-place concrete foundation (12); bar implanting hole back casting grooves (13) correspondingly communicated with the cast-in-place concrete foundation preformed bar implanting holes (1) are respectively arranged on the periphery of the cast-in-place concrete foundation preformed bar implanting holes (1); the equal-diameter arc-shaped tower pieces at any angle are respectively arranged in the middle on the upper surface of the cast-in-place concrete foundation (12); guide reinforcing steel bars (2) and prestressed anchoring bars (3) are equidistantly arranged on the lower end surfaces of the tower pieces respectively; the guide reinforcing steel bars (2) and the prestressed anchoring bars (3) respectively penetrate into the cast-in-place concrete foundation preformed bar implanting holes (1); and transverse butting casting grooves (15) are respectively arranged on two end surfaces on two sides of the tower pieces. The transportation and the mounting are convenient, the manufacturing cost is decreased, and the factory production is convenient.",2011,E02D  27/42; E04H  12/12
336389625,GB20110010200,"A method of assembling, transferring and installing an offshore wind turbine assembly using a submersible dynamic flotation tank mountable to the base","A submersible dynamic floatation tank 21 which is mountable to a base 11 of a wind turbine assembly, may include adjustable buoyancy tanks 26 and 29 and thrusters 25 and 28 operable to adjust the buoyancy, position and attitude of the tank and the base. A method of lowering the centre of gravity of column members 33 and 34 is also disclosed. The column members may comprise a wind turbine mounting, to enable the steps of mounting the column 30 to the base 11 and mounting a nacelle 35 to the column and transporting the base and installing the base resting on a seabed 32 or submerged floating and anchored, using a submersible dynamic floatation tank mounted to the base. The method may include a later step whereby walls of the column members 33 and 34 initially partly of hollow construction are filled with material to form walls of solid construction to enable the delivery of the base and the erection of the column using a submersible dynamic floatation tank.",2011,E02B  17/00; F03D  13/20; E02B2017/0069; B63B  35/4413; F03D  13/22; F03D  11/04; Y02E  10/727; E02B  17/027; F03D  13/40; B63B  35/00; E02B2017/0065; F03D  13/10; B63B  35/003; E02B2017/0039; E02B2017/0091; F03D   1/00; F05B2240/95
336401239,JP20100004661,JACKET INSTALLATION METHOD,"<P>PROBLEM TO BE SOLVED: To provide a jacket installation method for accurately securing the perpendicularity of a jacket foundation while minimizing time and labor required for construction on site in the ocean. <P>SOLUTION: In the method for installing the jacket, which is a foundation structure to be installed in a water area for constructing a structure, the jacket comprises a center leg 1; a plurality of peripheral legs arranged around the center leg; braces 3 for connecting the legs; and an inclination-adjusting/holding device provided in the inside of the center leg 1. The jacket is installed on the underwater ground by (1) a process for driving a center pile into underwater ground, (2) a process for arranging the jacket on the bottom by inserting the center leg 1 of the jacket through the driven center-pile, (3) a process for temporarily connecting the center leg 1 and the center pile with the inclination adjusting/holding device in the center leg 1, (4) a process for inserting and driving piles 5 in the peripheral legs, (5) a process for finely adjusting the inclination of the jacket by the inclination adjusting/holding device inside the center leg 1, and (6) a process for joining the peripheral legs and peripheral piles. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,E02B  17/00; E02D  29/09; Y02E  10/72; F03D  11/04
336419418,CN201110037577,Boat for transporting and installing wind turbine generator system equipment and application of boat,"The present invention relates to a boat for transporting and installing wind turbine generator system equipment. The boat comprises a boat body part and a crane part, wherein the boat body part is provided with at least one opening part constructed in such a way that the opening part is used for containing the wind turbine generator system equipment and is suitable for the condition that when being accompanied with a base part, the wind turbine generator system equipment floats above water surface via the accompanying base part in the process of transportation and installation; and the crane part is arranged around the opening part for lifting and placing the wind turbine generator system equipment in the opening part and for providing a stabilization force for the wind turbine generator system equipment in the process of the transportation and installation. The boat can be used for transporting to-be-installed wind turbine generator system equipment from a wharf to a predetermined position and installing the wind turbine generator system equipment, or for moving or dismounting installed wind turbine generator system equipment at the predetermined position for transportation to a destination. The boat can make a full use of the self-floating ability of the base part of the wind turbine generator system equipment and solve the problem of integrally transporting and installing the wind turbine generator system equipment in an all-round and effective manner, thereby realizing integrated operation of integral construction and adjustment on continental rise and transportation and installation on water body such as ocean.",2011,B63B  35/00; F03D  13/40; Y02B  10/30; B63B  27/10; B63B  35/003; F03D  11/00; F05B2240/95; B63B  27/02; Y02E  10/727
336419419,CN201110035138,Power generation assemblies,"A floating power generation assembly comprises at least three floating units (900) floating on a body of water, and at least three anchors (916) secured to a solid surface beneath the body of water, each of the floating units (900) being provided with power generation means, the floating units (900) being arranged substantially at the vertices of at least one equilateral triangle. The invention also provides ship-borne apparatus for deploying the floating units of such a power generation assembly and a novel multiple wind turbine assembly.",2004,F03D  13/10; F05B2240/13; F03D   1/06; Y02E  10/38; Y02E  10/727; F05B2240/95; Y10S 416/06; F03D; F03D   9/008; F05B2240/93; F05B2240/96; Y02E  10/721; B63B  21/50; F03D   1/02; F03D   1/04; F03D   7/02; F03D   9/00; F03D  11/04; F03D  13/25; F05B2240/40; B63B2035/446; F03D   1/00; F03D  11/00; F03D  13/40; F05B2250/132; Y02E  10/725; B63B  35/44; B63B2039/067; F05B2210/18; Y10S 416/04
336428255,CN201020636022U,Marine combined floating wind power generation platform,"The utility model relates to a marine combined floating wind power generation platform which belongs to the technical field of integrated power generation equipment, comprises a basic platform and a power generation unit fixed on the same, and is characterized in that the basic platform is in an octagonal structure; an independent floating body is respectively arranged on each corner and the center of the octagon; a central floating body and the floating bodies on all corners of the octagon, and all adjacent corners floating bodies are connected through supporting floating bodies so as to form a whole skeleton platform; a deck is arranged above the whole skeleton platform; a plurality of independent chambers are arranged in the supporting floating bodies; and the power generation unit at least comprises wind power generation systems which are arranged above the central floating body and the floating bodies on all corners of the octagon. The platform not only solves the difficult problems that a fixed support base has high cost and is complicated to construct, but also floats on offshore waters and is slightly affected by water depth and offshore distance, so that the power generation efficiency is high.",2010,B63B  35/44; F03B  13/26; Y02E  10/38; F03B  13/14; H02S  10/12; F03D   9/00; Y02E  10/72; H02S  10/10
336429385,CN201120049344U,Six-piece type high-power prestress concrete tower,"The utility model belongs to wind power generation equipment, in particular to a six-piece type high-power prestress concrete tower, which comprises a cast-in-place concrete foundation (13). A plurality of reserved steel planting holes (1) of cast-in-place concretes are equidistantly arranged in the middle of the upper portion of the cast-in-place concrete foundation (13) and the peripheries of circular arc tower pieces with arbitrarily angles and same diameter. The peripheries of the cast-in-place concrete foundation reserved steel planting holes (1) for cast-in-place concretes are respectively provided with pouring basins (14) behind the steel planting holes to be communicated with the steel planting holes. Circular arc tower pieces with arbitrarily angles and same diameter are respectively arranged in the middle of the upper portion of the cast-in-place concrete foundation (13), the lower end surfaces of the tower pieces are respectively equidistantly provided with guiding steel bars (2) and prestress anchoring ribs (3), the guiding steel bars (2) and the prestress anchoring ribs (3) are respectively arranged in the reserved steel planting holes (1) arranged on the cast-in-place concrete foundation, and the upper end surfaces of the tower pieces are respectively and equidistantly provided with reserved steel planting holes (5) arranged on the upper portion of the tower pieces. The six-piece type high-power prestress concrete tower has the advantages of being convenient to transport and assemble, reducing fabricating cost, and being convenient for factorized manufacture.",2011,E02D  27/42; E04H  12/16
336429389,CN201120060235U,Negative pressure bucket type foundation structure for offshore wind driven generator with stabilizers,"The utility model relates to a negative pressure bucket type foundation structure for an offshore wind driven generator with stabilizers, and aims at improving the horizontal bearing capacity of a traditional negative pressure bucket type fan foundation and improving the horizontal bearing capacity of a bucket foundation. The technical scheme includes that the foundation structure comprises a bucket foundation constructed on the seabed with the pile sinking method, and the periphery of the bucket foundation is provided with a group of stabilizers at an elevation place near the earth surface under the seabed mud surface. The stabilizers rotate around the bucket foundation and are distributed in a radial pattern, the length direction of the stabilizers is parallel to the axial direction of the bucket foundation, and the width direction of the stabilizers is vertical to the axial direction of the bucket foundation. The negative pressure bucket type foundation structure for the offshore wind driven generator with stabilizers is suitable for offshore wind power generation industry.",2011,E02D  27/44
336477354,US20100976530,Wind turbine and operating same,"A method for operating a wind turbine erected in a body of water, comprising: measuring vibrations of the wind turbine during operation; identifying at least one periodic component of said measured vibrations, wherein said periodic component is associated with interaction of said body of water and said wind turbine; and, operating at least one controller of said wind turbine so that water-induced vibrations are reduced.",2010,E02B2017/0065; F03D   9/00; H02P2101/15; E02B2017/0091; F05B2240/95; H02P   9/008; H02P   9/04; Y02E  10/723; F05B2270/334; F03D   7/0296; F03D   7/042; F05B2260/96
336477362,US200913125852,Integrated generator device for producing energy from zero-emission renewable alternative sources respecting and preserving the environment,"An energy generator for generating energy from renewable alternative sources, includes: a flotable platform adapted to be partially immersed in a fluid; a tower element arranged on the platform and including at least one wind generator for collecting wind energy and converting the same into electric energy, at least one first energy accumulator and at least one inverter. The energy generator further includes at least one system for storing and converting mechanical energy; the system for storing and converting mechanical energy including at least one charge mechanical accumulator, at least one flywheel balance coupled with the charge mechanical accumulator and a device for converting mechanical energy into electric energy. The wave motion or the stream of fluid where the platform is immersed determines an oscillating movement of the platform, of the tower element and of the at least one balance to charge the mechanical accumulator, which in turn releases the energy produced by its movement to the device for converting mechanical energy.",2009,B63B  21/50; F03D   9/007; F03B  13/10; F03D   9/008; F03D   9/02; F03D   9/12; F03D   9/10; F03D  13/25; F03D   9/25; Y02E  10/465; Y02E  10/727; F05B2240/93; F03B  13/12; F03B  13/24; F03D   9/00; Y02E  10/725; B63B2035/4466; Y02E  10/38; Y02E  60/16
336596844,CN200980138939,Platform for generating electricity from flowing fluid using generally prolate turbine,"A platform-like device for generating electricity from moving fluids has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additionally support a wind turbine.",2009,B63B2035/4466; F03B  13/12; F03D   9/11; F05B2220/32; H02J   7/34; H02K   7/1004; Y02E  10/38; Y02E  10/727; B63B   1/121; H02K  11/046; F05B2220/706; F05B2240/93; F05B2250/25; H02K   7/1807; H02K   7/1823; Y02E  10/28; F05B2240/243; F05B2240/932; F03D  13/20; F03D  13/25; H02K   7/1008; B63B2035/446; F03B   3/12; F03B  13/14; F03B  13/10; F03D   9/255; F03B  17/061; F03D   9/008; H02J   3/32; F03B  13/22; F03D   9/25; H02K   7/183; Y02E  10/725; B63B  35/44; F01D   5/023
336596847,CN200980138344,Method and apparatus for towing offshore wind turbines,"A method of moving a floating wind turbine (1) relative to a body of water, the floating wind turbine (1) having a buoyant body with a nacelle at the upper end thereof. The method comprises floating the floating wind turbine (1) in the body of water, and towing the floating wind turbine (1) whilst holding the buoyant body in an inclined position, whereby the nacelle is held clear of the water. As the wind turbine (1) is held in an inclined position, it can be towed through regions of shallower water than if it were in a vertical position.",2009,B63B  75/00; B63B  35/44; Y02E  10/721; Y02E  10/726; F03D  13/10; F05B2240/95; B63B  21/00; Y02E  10/727; F03D   1/00; F03D  13/20; F03D  13/40
336602731,CN201120067201U,Floating-box type crawler belt amphibious self-propelled piling machine,"The utility model relates to the field of construction machinery, in particular to a floating-box type crawler belt amphibious self-propelled piling machine applied to sea intertidal zone construction. The floating-box type crawler belt amphibious self-propelled piling machine comprises an upper vehicle provided with a piling safety device and a lower vehicle provided with a wind and wave-resistant safety device, wherein the lower vehicle is a floating-box type crawler amphibious self-propelled chassis. The floating-box type crawler belt amphibious self-propelled piling machine is characterized in that: the wind and wave-resistant safety device comprises a positioning pile, an anchor cable, a ballast water filling and discharging adjusting device and a chassis leveling device, wherein the upper vehicle is provided with a power and operation control device. The floating-box type crawler belt amphibious self-propelled piling machine disclosed by the utility model can work normally on a sea intertidal zone, has the advantages of traveling and moving on the sea intertidal zone, eliminating the influences of sea wind, waves and tides on the work of the entire machine and ensuring normal work of a large-sized wind-powered installation foundation pile platform piling machine on the sea intertidal zone, and can meet the requirements of practical construction.",2011,E02D   7/14; E02D   7/06
336603500,CN201020680867U,Wave-gathered bidirectional wind generating device,"The utility model discloses a wave-gathered bidirectional wind generating device, which belongs to wave-gathered bidirectional wind generating equipment utilizing ocean wave energy, and mainly resolves the technical problems that the existing wave energy generating system is low in energy conversing efficiency and high in cost. The technical scheme includes that the wave-gathered bidirectional wind generating device comprises a support and a support beam, wherein the support is mounted on a coast, a paddle blade is mounted on the lower portion of a paddle rod which is mounted on the support beam arranged at the upper end of the support, the upper end of the paddle rod is connected to one end of a paddle push rod, and the other end of the paddle push rod is connected with the head of a piston push rod. The tail of the piston push rod is connected with a piston of a wind box, the piston push rod is positioned in a slide way, the piston of the wind box is mounted in an inner cavity of the wind box to form a left air chamber and a right air chamber, two air ports are respectively arranged on two side surfaces of the wind box, and a bidirectional guide blade self-regulating type wind generator is mounted in the air ports.",2010,Y02E  10/38; F03B  13/24; E02B   9/08; F03D   9/00; Y02E  10/72; F03B  13/14
336603512,CN201020657014U,Offshore wind turbine foundation with levelling structure,"The utility model relates to an offshore wind turbine foundation with a levelling structure. The technical problem to be solved in the utility model is that the installation of the levelling structure of the wind turbine foundation does not need offshore grouting and offshore on-site welding, so not only a large amount of cost is saved, but also a construction period is short. The technical scheme for solving the technical problem is that: the top part of a steel pipe pile and the bottom part of a bottom-section tower drum of an air blower are respectively provided with a flange; a group of annular gaskets with uniformly variable heights are arranged between the two flanges; and the flanges are fixedly connected with the gaskets by a series of bolts and nuts. The offshore wind turbine foundation with the levelling structure can be used in offshore wind power generation industry.",2010,F03D  11/04
336604662,CN201120046060U,Wind and geothermal energy combined water heater,"A wind and geothermal energy combined water heater relates to technologies of water heating and highly heat-insulation water tanks utilizing wind power generation, geothermal and environmental heat, and solves the water heating problem of cold regions. In the wind and geothermal energy combined water heater, an annular water tank is arranged at the periphery of the lower part of a vertical axis wind power generator; and an annular electric heating heat-insulation water tank and an annular geothermal conduction tube are arranged in the water tank, an annular water groove is arranged outside the electric heating heat-insulation water tank, a heat circulation tube of the water groove for conducting the hot water generated by the hot environment is arranged in the water groove, a heat-insulation floating barrel is arranged between the inner side of a water tank and the vertical axis wind power generator, is floated by the water in the water groove, rotates relative to the water groove, is fixed with and rotates synchronously with the vertical axis wind power generator, is made from materials with heat-insulation property or has the vacuum heat-insulation property, and a heat-insulation layer is also formed at the periphery of the electric heating heat-insulation water tank. The wind and geothermal energy combined water heater improves the hot water producing speed, and has the characteristics of simple structure, high efficiency, low cost, long thermal insulation time and wide application scope.",2011,F24H   9/18; Y02E  10/40; F24H   1/18; F24J   2/00; Y02E  10/10; Y02P  70/523; F24H   9/20; F03D   3/00; F03D   3/06; Y02E  10/74; F03D   9/00; F24J   3/08
336609504,RO20110000126,UNDERWATER MILL WITH OSCILLATING PANELS,"The invention relates to a rotary underwater mill with oscillating panels conceived for catching the energy issued from ocean streams, tides or rivers. According to the invention, the mill comprises a rotor in the shape of a cylindrical hub wherein on the generatrix there are embedded, radially and equidistantly, some fixed axles (5), about which some fixed panels (2) rotate between two closed and open positions, the positions being delimited by some support poles (3) embedded in the hub (1) and by some stoppers (4) rigidly attached between the fixed axles (5).",2011,F03B  13/10; F03D   3/06; Y02E  10/22
336611115,CA20092748685,BLADE PITCH CONTROL IN A WIND TURBINE INSTALLATION,"The present invention relates to a blade pitch controller for a floating wind turbine structure, wherein the floating wind turbine structure comprises a support structure supporting a rotor having a plurality of blades. The controller comprises standard blade pitch control means and active damping means. The standard blade pitch control means is arranged to control a blade pitch using a transfer function between a rotor speed error and the blade pitch. The active damping means is arranged to further control the blade pitch on the basis of a speed of a point on the wind turbine structure by converting the speed of a point on the wind turbine structure into a rotor speed error and using the same transfer function that is used in the standard blade pitch control means to convert the rotor speed error into a correction to the blade pitch.",2009,Y02E  10/727; F03D   7/022; F05B2270/101; F03D   7/0276; F03D   7/0296; F03D   7/043; F05B2260/96; F05B2270/304; F03D  13/20; F05B2270/328; Y02E  10/723; F03D   7/04; F05B2240/93; F03D   7/0224; F05B2270/327; F03D   7/02; F03D  13/25
336611671,RO20080000852,WATER TURBINE,"The invention relates to a turbine which can be mounted both on a stream and on seas and oceans with tides or waves, for the conversion of the water potential energy into rotation kinetic energy. According to the invention, the turbine consists of a central axle (1), on which there are fastened three arms, placed one in relation to the other at a 120∞ angle, or four arms, placed one in relation to the other at a 90∞ angle, made of sheet metal iron strips as a rectangular frame (2), at a free end there having mounted, by means of some hinges (3), some blades (5) whose length is 90% of the length of an arm, and their width exceeds by 10% the arm height.",2008,F03B  13/12; F03D   7/06
336620931,US201113034797,Planet wind sail mechanism,"A planet wind sail mechanism includes a main axis, a first driving unit, and a wind sail body. The first driving further includes a rotation frame with a plurality of ribs, a transmission gear attached on the rib, a fixed gear which is disposed on the main axis and engaged with the transmission gear and a rotary gear is disposed on the edge of the rotation frame and engaged with the transmission gear. The wind sail body includes one rotation axis and the rotation axis is disposed on the edge of the rotation frame. When the wind sail body revolves along the main axis, both the rotary gear and the wind sail body also rotate itself. And the fixed gear rotates in an opposite direction with the rotary gear.",2011,B63H   9/04; Y02E  10/74; F03D   3/068; F05B2260/4031; F05B2240/311; F03D  15/00; F03D   3/02; F03D   3/005; F03D   3/062; F05B2240/302
336623188,US20100973315,Apparatus and method for operation of an off-shore wind turbine,"A method for operating an off-shore wind turbine and a wind-turbine is provided. The off-shore wind turbine is at least temporarily situated in water and includes a rotor with at least one rotor blade and a pitch drive system coupled to the at least one rotor blade. The pitch drive system is adapted for pitching the at least one rotor blade, wherein the wind turbine further includes a wind turbine control. The method includes determining at least one of a water condition; in dependence of the outcome of the determining, defining peak shaver settings; and pitching the at least one rotor blade according to the peak shaver settings. Furthermore, the wind turbine has a sensor adapted for measuring one of the water current-speed, the water current direction and the water level at or close to the wind turbine.",2010,F03D  11/00; F03D   7/028; F05B2260/96; Y02E  10/723; F03D   7/00; F03D   7/0224; F05B2240/95; F03D   7/04
336623206,US20100966173,Wind turbine blades with improved bond line and associated method,"A wind turbine blade includes an upper shell member and a lower shell member with an internal cavity therebetween. The shell members are joined at leading and trailing edges of the blade with a bond paste along a bond line having a designed width. A sleeve is disposed within the internal cavity between the upper and lower shell members along at least one of the leading or trailing edges, with the bond paste contained within the sleeve. The sleeve has a closed end that is impermeable to the bond paste and opposite sides that are permeable to air and permeable to the bond paste. The bond past adheres to the upper and lower shell members through the sleeve sides and the closed end of the sleeve defines the design width of the bond line in the internal cavity.",2010,F03D  11/00; B29C  66/54; B63H   1/26; F16B  11/006; B29C  65/52; B29C  65/54; B29C  66/3242; Y02E  10/721; Y02E  10/726; B29L2031/085; F03D   1/0675; Y02P  70/523
336628327,DE20102003654U,Offshore-Windkraft-Flofl,"Schwimmende Windkraft-Anlage zur Erzeugung elektrischen Stroms mit um horizontale Drehachse rotierenden Rotorbl‰ttern, gekennzeichnet durch Anordnung des von den Rotorbl‰ttern angetriebenen Strom-Generators auf einem mittels Klappb¸gels klappbar auf einem mit mehreren R¸mpfen ausgestatteten Flofl, wobei Generator und Klappb¸gel ¸ber mit horizontalen Schwenkachsen arbeitende, maschinell angetriebene Schwenkgelenke an das Flofl angeschlossen sind.",2010,F03D   9/00; F03D  11/04; F03D  13/25; Y02E  10/723; F05B2240/93; Y02E  10/727; F03D   7/0212; F03D   7/0216
336693541,EP20110007097,Rotor blade or rotor blade segment for a wind turbine,"The blade (10) has a rope (26) for fastening a rotor blade (10) and/or a rotor blade segment (16) at a rotor hub or at another rotor blade segment (18). A contact surface is turned towards the hub and/or the latter segment in an attached state, where a free end of the rope protrudes from the contact surface. The rope made of steel or plastic is anchored within connection portions (20, 22, 24) of the blade and/or the former segment, where the connection portions extend over a longitudinal portion of the blade and/or the former segment. The longitudinal portion is limited at the contact surface. An independent claim is also included for a method for fastening a rotor blade and/or a rotor blade segment at a rotor hub or at another rotor blade segment.",2011,F03D   1/06; F03D   1/0658; F05B2240/302; Y02E  10/721; F03D   1/0675; Y10T  29/49337
336720192,CN200980140285,A floatable wind power plant,"This invention comprises an installation (''A'') for creating prerequisites for generating electric power from a prevailing force of the wind (''W''). In a water-supported installation (''A'') it is proposed that among utilized pontoon units (1, 2, 3) at least two post (1 ', 2'), which are floatable, vertical or at least essentially vertical and a beam structure (5), be coordinated for forming a first frame structure (21) and that at least one upright (3), stabilizing the position of the first vertical frame structure (21) in the body of water, is to be included in a second horizontal frame structure (22). The invention directs that a triangularly shaped first frame structure (21) is to be in a fixed, but around a horizontal turning shaft (6') rotatable, connection (16, 17) with a second triangularly shaped frame structure (22). Particularly utilization is indicated of a control equipment (100) for, in response to a prevailing direction of the wind and the position of the installation (''A''), with the help of one or more means, apparatuses and/or arrangements steering the wind turbines (4-4c) and the installation (''A'') towards a prevailing direction of the wind and an eye of the wind by turnably steering the floatable installation (''A'') as a unit via sub-marine means (''B1'', ''B2'' and ''B3'').",2009,F03D  13/22; Y02E  10/727; F05B2260/74; F03D   1/02; F03D  11/04; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2240/93
336726057,CN201120062620U,Offshore wind power generation basic transition section,"The utility model belongs to the field of wind power generation equipment, and particularly relates to an offshore wind power generation basic transition section, which comprises a steel offshore wind power tower basic underwater section (1); the offshore wind power generation basic transition section (2) is platform-shaped concrete; a reverse bracket support block (2-1) is prefabricated on the inner wall of the offshore wind power generation basic transition section (2); the reverse bracket support block (2-1) is pressed on the upper end surface of the steel offshore wind power tower basic underwater section (1); a circular ring boss (1-1) is fixed on the outer periphery of the steel offshore wind power tower basic underwater section (1) on the lower end of a lapped part between the steel offshore wind power tower basic underwater section (1) and the offshore wind power generation basic transition section (2); a circular rubber seal ring (3) is fixed on the circular ring boss (1-1) through a screw (4); and in the offshore wind power generation basic transition section, the cost is low, the construction is convenient, and the popularization of the clean energy wind power is facilitated.",2011,E02D  27/42; E02D  27/52
336726387,CN201120062618U,Prestressed multi-section concrete wind and electric tower frame,"The utility model belongs to wind power generation equipment and particularly relates to a prestressed multi-section concrete wind and electric tower frame, which comprises a cast-in-place concrete base (1), a lower tower section (2) and other tower sections (3), wherein the lower tower section (2) is fixedly arranged above the cast-in-place concrete base (1), the multilayer other tower sections (3) are fixedly arranged on the lower tower section (2), an upper transition section (4) is fixedly arranged on the multilayer other tower sections (3), the upper end of the upper transition section (4) is fixedly provided with a plurality of transition section anchoring ribs (16) made of steel, and the transition section anchoring ribs (16) made of steel are welded with an upper flange (5) provided with a plurality of upper flange holes (5-1). The prestressed multi-section concrete wind and electric tower frame has the advantages that the manufacture cost of wind power equipment can be greatly reduced, the factory production is convenient to realize, the transportation and the installation are convenient, and the popularization and the generalization of the clean energy source of wind power are favorably realized.",2011,E04H  12/16; E04H  12/12
336726390,CN201120062711U,Post-tensioning prestressing-force multi-section concrete wind-power generation tower frame,"The utility model belongs to wind power generation equipment, and in particular relates to a post-tensioning prestressing-force multi-section concrete wind-power generation tower frame which comprises a cast-in-place concrete foundation (1). The longitudinal butt-joint mode adopted by one of tower sections (3) is that a post-inserted type anchoring rib (9) penetrates through an anchoring-rib reserved hole (3-1) of the upper portion of the one of the tower sections (3) and an anchoring-rib reserved hole (3-2) of the lower portion of the one of the tower sections (3). The outer side of the space between the upper end face and the lower end face of the adjacent one of the tower sections (3) is sealed with a gluing rubber sealing strip (10), and a pouring baffle (12) is fixed on the upper portion of the inner side of the one of the tower sections (3) through a pouring-baffle fixing bolt (13) and a pouring-baffle fixing nut (14). The space among the upper end face and the lower end face of the adjacent one of the tower sections (3), the rubber sealing strip (10) and the pouring baffle (12) is filled with composite concrete fillers (11) through the pouring baffle (12). The post-tensioning prestressing-force multi-section concrete wind-power generation tower frame is convenient in production, quick in butt joint, and can greatly reduce the production cost of the wind power generation equipment.",2011,E04H  12/16
336731878,US201113025157,Vertically installed spar and construction methods,"A vertically installed Spar-type floater for offshore wind turbine and related construction method are provided. The floating system is a gravity stabilized deep-draft floater including a plurality of vertically extending columns, each column containing a ballast material; a ballast tank coupled to the lower end of each of the columns; a top deck having a plurality of through-bores approximate its periphery coupled to the upper end of each of the columns; a wind turbine assembly supported by the top deck at the center; a plurality of mooring lines linking the floating system to the sea floor. The floating system has a temporary vertically towing configuration which allows the entire floating wind turbine system to be assembled at a quayside and towed vertically to an offshore site, and self-installed into operating configuration.",2011,B23P  11/00; B63B  21/56; F03D  13/25; F05B2240/9151; Y02E  10/727; B63B  35/44; F05B2240/93; B63B  21/60; Y10T  29/49826
336732934,US201113039364,"Offshore energy harvesting, storage, and power generation system","A system for harvesting, storing, and generating energy, that includes floating structure supporting machinery to extract energy from wind, waves, surface generators, or currents. At least one energy storage and power generating unit is anchored to the seafloor and adapted to tether the floating structure to the unit. The unit includes an internal chamber into which water flows through a hydroelectric turbine to generate electrical energy. A pump is provided, powered by energy from the floating structure machinery, to evacuate water from the unit and a control system directs power from the machinery to pump water out of the unit during periods of excess energy extraction by the machinery and to allow water to flow into the chamber through the hydroelectric turbine to generate electrical energy during periods of lower energy extraction by the machinery. The same internal chamber design can be utilized to store hydrocarbons in the vicinity of undersea wellheads during ìshut-inî procedures when the wellhead would otherwise be secured.",2011,F03D   9/10; Y02E  10/727; Y02P  80/158; B63B  21/27; F03B  13/14; F05B2240/95; F03D   9/008; H02J   3/38; F03B  13/12; F03D   9/02; B63B2035/446; F03B  13/10; F03D   9/11; B63B2035/4466; B65D  88/00; F03B  13/00; Y10T 307/658; B63B  21/50; B63B2021/505; F03B  13/06; F03D  13/25; F05B2240/93; B63B  35/44; F05B2240/96; F03D   9/255; F03D   9/28; Y02E  10/38; Y02E  60/17; Y02E  10/22
336734443,US201113109451,Fin-ring propeller for a water current power generation system,"A water current power generation system is provided, including a plurality of flotation tubes joined by a body structure; a plurality of ballast chambers joined by a body structure; a plurality of induction type power generation units disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings, with each of the concentrically disposed rings having an inner ring member, an outer ring member, and a plurality of curved fin members separated by gap spaces disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2011,F01D   5/22; F03B  17/061; F03D   9/00; F03B  13/00; H02P   9/04; Y02E  10/725; Y02E  10/38; F05B2240/40; F05B2240/93; F05B2240/97; Y02E  10/28
336784257,EP20110180804,Wind turbine with tower climatisation system using outside air,"A wind turbine (1) comprising a tower (100), the tower having an upper part (4), a middle part (6) and a lower part (8), the lower and the middle part of the tower forming the base (9) of the tower, waste heat generating equipment (14) located in the middle part of the tower, and a cooling device (16) with at least one cooling device inlet (22) formed in the tower for introducing outside air (10) surrounding the tower into the tower, wherein the cooling device (16) is adapted to guide the outside air from the or each cooling device inlet (22) into the lower part (8) of the tower such that the outside air can ascend towards the middle part (6) and upper part (4) of the tower while cooling the waste heat generating equipment (14), characterised in that the or each cooling device inlet (22) is located in the upper part (4) of the tower (100).",2011,F03D   9/00; F03D  80/60; F05B2260/64; F03D  80/00; F05B2240/95; Y02E  10/721; F05B2250/501
336785414,EP20110749872,SUPPORT STRUCTURE FOR AN OFFSHORE WIND TURBINE,NULL,2011,B63B   5/14; B63B  21/502; B63B2035/446; F05B2240/95; E02D  27/425; F03D  13/22; B63B  35/44; E02D  27/42; F05B2240/93; F03D  13/25; E02D  27/52; F03D  11/04; Y02E  10/727
336815701,EP20110180956,"Method and apparatus for installing marine equipment, especially offshore wind turbines","A method of installing marine equipment, the method including providing a marine apparatus comprising the marine equipment and a buoyancy device (10) including at least a first and a second tank. The first tank containing air and the second tank containing a buoyant liquid having a specific gravity of less than 0.8 g/cm 3 . The method including providing a template (70) on the seabed (72) and guiding the marine apparatus down onto the template. Also a buoyancy device comprising at least a first and a second tank, the first tank containing a first fluid and the second tank containing a second fluid.",2011,E02B2017/0047; E02B2017/0091; B63C   7/10; E02B2017/0043; F03D  13/10; F03D   1/00; E21B  43/017; F05B2240/95; E02B  17/02; E02B2017/0039; Y02E  10/727; E02B  17/027; E02B  17/00
336823263,EA20110070398,"OFFSHORE STATION, FOUNDATION FOR AN OFFSHORE STATION, AND METHOD FOR BUILDING AN OFFSHORE STATION","An offshore station (1), in particular an offshore wind power station, comprises a floatable foundation (2) that can be sunk by flooding a hollow chamber, and a superstructure (6) on which functional units (7, 8) of the station (1) are arranged. The foundation (2) includes a bottom plate (3), a base (4) which is disposed on the bottom plate (3) and projects from the water surface (12) in the sunk state of the foundation (2) and on which the superstructure (6) can be mounted, and a floodable floating device (5) which surrounds the base (4) in the shape of a ring. In a method for building an offshore station (1), in particular an offshore wind power station, a floatable foundation (2) is prefabricated in a harbor zone, is towed to a mounting location after being prefabricated and is sunk, whereupon the station (1) is completed with a superstructure (6) and functional units (7, 8) of the station at the mounting location. In the harbor zone, a bottom plate (3) of the foundation (2) is concreted, a base (4) of the superstructure (6) preferably made of prefabricated concrete parts (15) is mounted on the bottom plate (3), and a floodable floating device (5) which surrounds the base (4) in the shape of a ring is mounted on the bottom plate (3) and/or the base (4) once the base (4) has been mounted.",2009,E02D  27/42; F03D  13/22; Y02E  10/727; E02D  27/52; F03D  11/04; E02B2017/0086; F03D  13/10; F05B2240/95; E02B  17/0017; E02B  17/02; E02B  17/025; E02B2017/0078; E02B2017/0091; E02D  27/425; E02B2017/0065; E02D  27/18; F03D   1/00
336885464,US201113020918,Method and device for assembling a wind turbine at sea,"The invention relates to a device for assembling a rotor of a wind turbine at sea. The device has a support structure that is provided with a rotating table for rotating the hub of a rotor around the hubs longitudinal axis. The support structure is further adapted to be connected to an offshore platform such that the rotating table may be positioned outside the periphery of the platform. The invention also relates to an assembly of an offshore platform and the device, connected thereto. The invention further relates to a method for assembling a rotor of a wind turbine at sea, and to a method of assembling a wind turbine at sea, using the device and assembly. The device and method provide a more efficient assemblage.",2011,F03D  13/10; F03D  13/40; B21D  53/78; B23P  19/04; F05B2240/95; Y10T  29/53687; B25B  27/14; Y10T  29/49316; B21K  25/00; B23P  15/04; Y10T  29/49321; Y02E  10/727; Y02P  70/523; Y10T  29/53978; F05B2230/6102; Y10T  29/53974
336886374,US201113075742,"Transport frame for nacelle/rotor hub unit of a wind turbine, method of transporting and mounting a nacelle/rotor hub unit","A transport frame for a nacelle/rotor hub unit of a wind turbine is provided, wherein the unit comprises a wind turbine nacelle and a wind turbine rotor hub mounted to the nacelle, the transport frame comprising a main beam for supporting the weight of the nacelle/rotor hub unit; first and second lateral stabilization elements; a holding fixture for fixing the nacelle/rotor hub unit to the transport frame; a first attachment point for a lifting appliance, the first attachment point being provided at a first end of the main beam; a second attachment point for the lifting appliance, the second attachment point being provided at the first lateral stabilization element; and a third attachment point for the lifting appliance, the third attachment point being provided at the second lateral stabilization element.",2011,F05B2230/61; Y10T  29/49826; F03D  13/10; F03D  13/40; F05B2240/95; B65D  85/00; B23P  11/00; B66C   1/108; Y02E  10/727; Y02P  70/523
336908773,CN201110128780,Construction process for single-pile wind turbine foundation in intertidal zone,"The invention discloses a construction process for a single-pile wind turbine foundation in an intertidal zone, which comprises the following steps of: hauling a locating ship, a transporting ship and a craning ship to an appointed place during high tide; anchoring and locating the craning ship; horizontally hoisting a foundation pile; staking the foundation pile; loading the foundation pile into a pile clamping device; adjusting the verticality of the foundation pile; naturally sinking the foundation pile; examining the verticality, wherein if the verticality does not meet the requirements, the natural sinking of the foundation pile is carried out again; releasing a hoisting point; hoisting a pile hammer and a pressure hammer; starting a hydraulic impact hammer power system; hammering with an impact hammer; examining the verticality, wherein if the verticality does not meet the requirements, the hammering of the impact hammer is adjusted; sinking the pile by impact; measuring an elevation and a penetration degree, wherein if the elevation and the penetration degree do not meet the requirements, the step of sinking the pile by impact is adjusted; stopping the hammer; and demounting the craning ship. The invention has the following advantages of solving the problems of short effective operation time and low construction work efficiency for the wind turbine foundation construction in the intertidal zone, and greatly reducing construction cost.",2011,E02D   7/00; E02D  27/32; E02D  27/44
336909203,CN201110116157,Offshore renewable energy source comprehensive power generating system,"The invention relates to an offshore renewable energy source comprehensive power generating system, belonging to the technical field of renewable energy source power generation. The comprehensive power generating system comprises a single pile structure (1), three power generating devices and an electrical connecting circuit. The three power generating devices comprise a wind power generating device, a wave energy power generating device and a tidal energy power generating device which are respectively connected with a direct-current bus (19) in the comprehensive power generating system in parallel by three direct-drive permanent magnet generators (3-1, 3-2, 3-3) and three rectifiers (16-1, 16-2, 16-3), and connected to a reverser (21) on the bank by a seabed cable (20), and finally merged in a power grid by a boosting transformer (22). The offshore renewable energy source comprehensive power generating system can integrate the offshore wind energy power generation, wave energy power generation and tidal energy power generation to an organic combined body, and realizes the compatibility of various power generating devices and the credible connection of various power generating devices with the power grid by the electrical connecting system.",2011,F03B  13/22; H02J   3/38; Y02E  10/763; F03B  13/00; Y02E  10/223; Y02E  10/38; F03B   3/00; F03D   1/00; F03D   9/00; Y02E  10/72
336909213,CN201110029342,Intelligent dragline and wind power generation hightower adopting same,"The invention discloses an intelligent dragline and a wind power generation hightower adopting the intelligent dragline. The intelligent dragline comprises a top anchor ring, a middle anchor ring, a pulley, SMA (Surface Mounted Assembly) tendons and a prestress cable, wherein one end of the prestress cable is connected with the top anchor ring, and the other end of the prestress cable is fixed atthe bottom of a device for installing the intelligent dragline; the middle anchor ring and the pulley which are installed in sequence at intervals penetrate through the middle of the prestress cable;and the SMA tendons penetrate through the prestress cable between the top anchor ring and the middle anchor ring as well as between the middle anchor ring and the pulley. When the intelligent dragline is installed in a wind power generation tower, the top anchor ring of the intelligent dragline is fixed at the top of the tower, the pulley is fixed on the wall of the tower, one end of the prestress cable is connected with the top anchor ring, and the other end of the prestress cable is fixed in a foundation. The intelligent dragline can reduce and control vibration in the horizontal direction,and can overcome the defects that the existing wind power generation hightower system has poor vibration-proof performance, and is easy to be damaged by natural factors such as strong wind, strong wave and the like.",2011,F03D  11/00; F03D  11/04
337006028,DE20101003356,"Component manufacturing method for e.g. aircraft, involves impregnating added reinforcement fibers with polymer matrix for forming component from elements, where reinforcement fibers are disrupted along parting plane","The method involves impregnating reinforcement fibers (10) of an element e.g. stringer, partially with a polymer matrix, where the reinforcement fibers include continuous fibers that are provided as multi-ply fabric and braided fabric or knitted fabric. The added reinforcement fibers are impregnated with another polymer matrix for forming a component from the element and another element, where the former component is made of a composite material. The reinforcement fibers are disrupted along a parting plane or cutting parting planes. An independent claim is also included for an element comprising an adding region.",2010,B29C  66/71; B63B2231/52; B64C   1/06; F05C2253/22; B29C  65/40; B29C  66/12842; B29C  66/7392; B29C  66/73921; B29C  70/202; B64C   1/064; B64C2001/0072; B29C  66/474; B64C   1/12; F03D   1/06; B29C  65/483; B29C  66/73941; B29L2031/085; B29B  15/12; B29C  66/112; Y02T  50/43; B29C  66/131; B29C  66/72141; B29C  70/207; F03D  11/00; B29C  66/43; B29C  66/7212; B29C  66/7394; Y02E  10/721; B29C  65/4815; B29C  66/12822; B29C  70/34; F05C2253/04; Y02P  70/523
337007741,GB20110012474,Structural ice composite body with thermal conditioning capability,"The invention relates to an ice composite body 10 comprising a constrained inner ice core within a protective outer armour shell having a base 13 and side sections 14 with a waterproof liner, and a separate top armour shell section 15 which is able to move freely vertically between the side sections. The constrained inner ice core comprises an upper structural ice core 11 always maintained in a solid state, and below the structural ice core, a separate lower ice core 90 comprising a layer of ice 94 and a permanent liquid water layer 91 connected to a water supply. The water supply is connected to a means for controlling the pressure of the water supply to pressurize the ice core from within the shell at a pressure to support the separate top section of the armour shell, any weight resting on the top section of the armour shell, the upper structural ice core and lower structural ice core layers. Also included is a means 92 of melting and refreezing the lower structural ice core. The pressurization system results in a more reliable structural support system for the top part of the shell. The melting & freezing of the lower ice core can be used to shift air-conditioning demand from daytime peak to nighttime off-peak, without affecting the structural support system for the top section of the armor shell used to support equipment, traffic, buildings or for other purposes involving a load, or the capacity of the ice body to provide heating using the heat from a refrigeration system for the structural ice core.",2011,Y02E  10/727; E02B   3/062; B63B2035/446; B63B  35/44; E02B  17/02; E02B  17/028; B63B  35/34; B63B  35/53; B63B   5/00; B63B2231/76; E01D   1/00; Y02B  10/30; Y02E  10/34; B63B2231/64; Y02T  70/14
337019120,GB20110014614,Offshore wind turbine,"Offshore wind turbine plant (1) which comprises at least one floating body (5) supporting a wind turbine tower (10) with belonging rotor (11) and machinery house (12) containing components necessary for production of energy based on wind. The at least one floating body (5) consists of a buoyancy body (15), spacer (20) and ballast structure (25), in that the floating body (5) is connected to a steering arm (30) which is further connected to a connecting structure (35) having a turntable (36) which is connected to anchor lines (37) tied to seabed anchors.",2010,B63B  21/507; F03D  13/20; F03D  13/25; B63B  35/44; F05B2240/93; F03D  11/04; Y02E  10/72; B63B2039/067; Y02E  10/727; B63B  39/06; B63B2035/446; F05B2240/95
337038763,CN201010122462,Installation method of blades of offshore wind turbine,"The invention discloses an installation method of blades of an offshore wind turbine. The installation method comprises the following steps of: A. on the ground, pre-installing a hub and two blades on an engine room, and installing a tool fixture sleeve in an installing hole of a third blade on the hub; B. transporting to an offshore installation site; C. prearranging a lifting rope and a diggingrope on the tool fixture sleeve; D. hoisting the engine room to the top end of a tower barrel of the wind turbine; E. rotating the hub to ensure that the axis of the tool fixture sleeve is along the horizontal direction while the tool fixture sleeve is held downward by using the digging rope; F. Locking the hub; G. hooking the lifting rope on the tool fixture sleeve by using a lifting hook, dismantling the tool fixture sleeve; and H. horizontally inserting the third blade into the installing hole on the hub and fixing. In the installation method, the shorter tool fixture sleeve is arranged onthe hub so as to be capable of reducing the center of gravity during transportation and be convenient for using the digging rope to control the direction of the tool fixture sleeve so that the third blade can be horizontally arranged on the hub. The installation method has the advantages of safety, reliability, convenience for operation and low implementation cost.",2010,F03D  11/04
337038764,CN201110102942,Piecewise concrete wind power tower,"The invention relates to a piecewise concrete wind power tower which comprises a base and a tower body; an installing hole, a guiding hole and a guiding groove are preinstalled on the top of the base; the tower body is separated into a plurality of tower segments in the height direction and is separated into a plurality of arc segment tower pieces and linear segment tower pieces in the circumferential direction; lengthwise anchoring reinforcing bars and guiding reinforcing bars are arranged at the lower part of the bottom tower piece; the lengthwise anchoring reinforcing bars are arranged at the lower parts of the other tower pieces; bar-planting installing holes are preinstalled on the upper parts of the tower pieces; the anchoring reinforcing bars and the guiding reinforcing bars of thebottom tower piece are inserted into the corresponding installing hole and the guiding hole of the base for fixation; the anchoring reinforcing bar of the tower piece above the adjacent lengthwise tower piece is inserted into the installing hole of the tower piece below the adjacent lengthwise tower piece for fixation; annular reinforcing bars are arranged in the transverse direction of the towerpieces; the annular reinforcing bars are pre-stressed steels which form closed structures at the end parts; and the annular reinforcing bars of the adjacent transverse tower pieces are buckled together in a pressing manner and are penetrated and connected by using shearing force reinforcing bars. The wind power tower is convenient to transport; and as the integral structure of the tower is made of concrete, the manufacturing expenses of the wind power generating equipment are effectively reduced.",2011,F03D  11/04; Y02P  70/523
337043596,CN200980142564,High efficiency turbine,"Provided is a turbine having a first impingement-type turbine portion and a second impingement-type turbine portion integrated into a rotatable disk, wherein the first impulse-type turbine portion has a plurality chutes and a high contact surface for contacting a working fluid and wherein the second impingement-type turbine portion has a plurality of ducts in an upstream rotor and a plurality of vanes in downstream rotor.",2009,F05B2210/16; B63H   1/16; B63H  21/16; Y02E  10/223; Y02E  10/721; F01D   5/22; F03D   1/0608; F05B2240/241; F01D   1/026; F03B   1/00; B64C  27/20; B64C  11/00; F03D  11/00
337043848,CN200980141848,Blade section for a wind turbine blade,"A blade section for a wind turbine blade, the blade section extending along a longitudinal axis and having at least a first end, the blade section comprising a main blade section with a contour having an outer surface. The main blade section at the first end is provided with a number of connection elements, each connection element being pivotally engaged with the main blade section about a rotational axis. Each of the connection elements being provided with a joining means for anchoring each of the connection element to another blade section. The joining means of each of the number of connection elements is arranged in a distance from the rotational axis.",2009,Y02E  10/721; Y10T  29/49321; F03D   1/06; F05B2240/302; F03D   1/0675; F03D   1/0683
337113332,EP20110757021,PROPELLER BLADE,NULL,2011,F04D  29/18; F04D  29/181; F04D  29/324; F04D  29/384; Y02E  10/721; F03D   1/06; F03D  11/00; F04D  29/38; B63H   1/26; B64C  11/18; F05B2240/30; F01D   5/141
337117808,DE201120101014U,Fl¸gel-Profilformverstellung,"Gesch¸tzt werden soll: Die Technik der Fl¸gelprofilform-Ver‰nderung, durch das Verstellen, Verschieben, der einen zur anderen Profilseite.",2011,B63H   9/06; Y02E  10/721; B64C   3/38; F03D   1/0675; B63H   9/061; F05B2240/31
337170029,EP20110007712,Securing element and transport frame for elements of a wind power assembly,"The element (100) has a bolt (101) staying in active connection with a transport frame (120). A locking element (103) is arranged on the bolt. The locking element includes support sections (104, 105) staying in active connection with a respective load and the transport frame in a mounted condition. The locking element transfers force holding the load on the transport frame over the support sections. A counter bearing is arranged between one of the support sections (105) and the transport frame. A vertical load or torque is conducted from the load into the frame by the locking element. An independent claim is also included for a transport system comprising a transport frame.",2011,B63B  35/00; F03D  13/40; Y02E  10/72; B65D  85/68; B65D2585/6897; B63B  35/003; F03D   1/00; F05B2260/301
337173386,EP20110757278,OFFSHORE WIND FARM LIGHTING,NULL,2011,F03D  80/10; F03D  13/25; F03D  80/00; Y02E  10/72; G08B   5/38; F03D  11/00
337173454,EP20110757312,MAGNUS ROTOR WITH BALANCING WEIGHTS AND METHOD FOR BALANCING A BODY OF REVOLUTION,NULL,2011,B63H   9/02; F03D   3/005; F03D   3/067; F03D  13/35; F03D   7/0296; Y02T  70/58; Y10T  29/49316
337257464,CN201080002295,"Offshore wave, wind and solar energy integrated power generating fleet","An offshore unmanned automatically sinking and rising anchored wave, wind and solar energy integrated power generating fleet is constructed by 30 (more or less) small flat-bottomed offshore unmanned automatically sinking and rising anchored wave, wind and solar energy integrated power generating ships (1) which are connected to each other on fore-and-aft or on right-and-left and are anchored to benthonic cement pillars (3) by durable cables (2) to form a netlike trapezoidal fleet. Every power generating ship is installed with a wave force generator set(4), a wind power generator set (5), a photoelectric cell set(6), a hull automatically sinking and rising device and an accumulator(7). The offshore unexhausted wave, wind and solar energy can be fully used to be converted into electrical energy by the ships, so as to be accumulated in the accumulator (7) or be transmitted to a land grid. An attack from super waves also can be ducked out by the ships automatically. A huge thick fishnet for fishery is installed underwater around the fleet. Marine plants and animals are bred underside the cables between the ships. It is an offshore integrated power generating installation which can take full advantage of the sea resource.",2010,F05B2220/708; H02S  10/10; F03D   9/008; F03D  15/10; A01K  69/06; F03D  13/25; Y02E  10/727; F05B2240/93; F03B  13/00; F03D   9/007; F05B2240/95; B63B2035/4466; F03D   9/00; F05B2240/12; F05B2240/40; B63B  35/44; B63B2035/4453; H02K   7/18; B63B  35/00; B63B2035/446; F03B  13/22; F05B2240/133; H02N   6/00; H02S  10/12; Y02E  10/38
337263906,CN201120049313U,High-power prestressing four-piece type concrete tower,"The utility model belongs to wind power generator equipment, and particularly relates to a high-power prestressing four-piece type concrete tower which comprises a cast-in-place concrete foundation (11); the circumference of the middle of the upper surface of the cast-in-place concrete foundation (11), having an equal circle with a tower piece, is provided with a plurality of cast-in-place concrete foundation reserved rebar implanting holes (1) at equal intervals; after the periphery of the cast-in-place concrete foundation reserved rebar implanting holes (1) is respectively provided with the rebar implanting holes, pouring basins (12) are correspondingly communicated with the cast-in-place concrete foundation reserved rebar implanting holes (1); circular arc tower pieces with any angle and equal diameters are respectively arranged in the middle of the upper surface of the cast-in-place concrete foundation (11), the lower end surface of each tower piece is provided with a guide rebar (2) and a prestressing anchoring rebar (3) respectively at equal intervals, the guide rebasr (2) and the prestressing anchoring rebars (3) are respectively arranged in the cast-in-place concrete foundation reserved rebar implanting holes (1) in a penetrating way, and the upper end surfaces of the tower pieces are provided with reserved rebar implanting holes (5) at the upper part of the tower pieces respectively at equal intervals, thus being convenient for transportation and installation, and reducing the manufacturing cost; and transportation problem does not exist for the tower, thus being convenient for factory production.",2011,E02D  27/42; E04H  12/12
337263907,CN201120049330U,High-power prestressed three-piece type concrete tower,"The utility model belongs to wind power generation equipment, and particularly relates to a high-power prestressed three-piece type concrete tower. The concrete tower comprises a cast-in-place concrete foundation (11), wherein a plurality of cast-in-place concrete foundation reserved rib planting holes (1) are formed along the circumference which is equivalent to the circle of the tower pieces on the middle part on the cast-in-place concrete foundation (11) at equal intervals; the peripheries of the cast-in-place concrete foundation reserved rib planting holes (1) are respectively provided with rib planting hole rear casting troughs (17) which are correspondingly communicated with the cast-in-place concrete foundation reserved rib planting holes; constant-diameter cambered tower pieces at any angles are arranged on the middle part on the cast-in-place concrete foundation (11); lower end faces of the tower pieces are provided with guide reinforcing bars (2) and prestressed anchoring ribs (3) at equal intervals respectively; and the guide reinforcing bars (2) and the prestressed anchoring ribs (3) are penetrated into the cast-in-place concrete foundation reserved rib planting holes (1) respectively. Due to adoption of a three-piece structure, the high-power prestressed three-piece type concrete tower is convenient to transport and mount, manufacturing cost is reduced, the diameter can be increased to solve the problem of transportation, and industrial production is facilitated.",2011,E02D  27/42; E04H  12/12
337264313,CN201120006860U,Highly reliable anticorrosion steering mechanism of marine environment wind driven generator,"The utility model belongs to the field of renewable energy, and particularly relates to a novel marine environment corrosion resisting wind driven generator steering mechanism which is formed by combining non-metal and metal materials. In the utility model, a polytetrafluoroethylene bearing piece and a nylon roller bearing are arranged together by a support pillar and a fan base rotor drum, the polytetrafluoroethylene bearing piece which is an axial bearing piece and the nylon roller bearing which is a radial bearing have no corrosion and better low frictional coefficients and constitute a unique non-metallic bearing group, a special thunder guide release channel is designed, the polytetrafluoroethylene has the friction coefficient of 0.04, resists acid and alkali corrosion and has excellent temperature characteristics, and the cost is much lower than that of a metal bearing. The mechanism has the capacity of resisting salt corrosion, ultraviolet radiation, lightning and other damages, has good economy and reliability, greatly prolongs the service life and improves the reliability of the wind driven generator in the marine environment, and is the best alternative to replace the conventional metal bearing.",2011,F03D   1/00; F16C  33/20; F03D   9/00; H01R  39/08; Y02E  10/722; Y02P  70/523; F03D  11/00; F16C  33/34
337290104,EP20110183464,Method and device for driving a multiplicity of piles into a seabed,"A multiplicity of piles (1-1, 1-2, 1-3, 1-4) are arranged in frame elements 2-(1, 2-2, 2-3, 2-4) in an axially displaceable manner. Hammers (3-1; 3-2; 3-3; 3-4) are positioned on the piles (1-1, 1-2, 1-3, 1-4). The entire construction is set down on the seabed. After driving of the piles (1-1 to 1-4) into the seabed, the hammers (3-1; 3-2; 3-3; 3-4) are permanently connected to the frame elements, and are together lifted to the surface of the water and to the seaborne vessel by a crane (13).",2011,Y02E  10/727; E02D   7/02; F05B2240/95; F03D  13/22; E02B  17/02
337291046,EP20110758478,PROCESS FOR INSTALLING AN OFFSHORE TOWER,NULL,2011,E02B  17/00; E02B  17/025; E02B2017/0039; E02B2017/0082; E02B2017/0047; Y02P  70/523; F03D  13/20; Y02E  10/727; E02B2017/0065; F03D   1/00; F03D  11/04; F03D  13/10; E02B  17/027; F05B2230/6102; F05B2240/97; F03D  13/22; E02B  17/02; E02B2017/0091; F05B2240/95
337291310,EP20110758610,OFFSHORE WIND POWER SYSTEM,NULL,2011,E02B2017/006; F03D   7/0268; F03D  13/10; F03D   7/02; F03D  13/20; F03D  13/25; F03D  80/85; E02B  17/0034; E02B  17/08; E02B  17/02; E02B2017/0091; F03D  17/00; F03D   9/32; F03D  11/04; Y02E  10/727; E02B  17/027; E02B  17/0818; F03D   1/00; F03D   7/04; F03D   9/11; F03D   9/25; F03D  80/50; E02B  17/00; Y02E  10/723
337333623,MX20100002907,FIN-RING PROPRELLER FOR A WATER CURRENT POWER GENERATION SYSTEM.,"A water current power generation system is provided, including a plurality of flotation tubes joined by a body structure; a plurality of ballast chambers joined by a body structure; a plurality of induction type power generation units disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings, with each of the concentrically disposed rings having an inner ring member, an outer ring member, and a plurality of curved fin members separated by gap spaces disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,Y02E  10/38; F05B2240/97; F05B2240/40; F05B2240/93; Y02E  10/28; F03B   3/12; F03B  17/061; Y02E  10/725
337333625,MX20100004264,FIN-RING PROPELLER FOR A WATER CURRENT POWER GENERATION SYSTEM.,"A water current power generation system is provided, including a plurality of flotation tubes joined by a body structure; a plurality of ballast chambers joined by a body structure; a plurality of induction type power generation units disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings, with each of the concentrically disposed rings having an inner ring member, an outer ring member, and a plurality of curved fin members separated by gap spaces disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,F03B  13/10; F05B2240/97; F05B2240/40; Y02E  10/38; Y02E  10/725; F03B  17/061; F05B2240/93; Y02E  10/28
337413922,JP20100034544,ROTARY DRIVING DEVICE,"<P>PROBLEM TO BE SOLVED: To provide a compact and lightweight rotary driving device obtaining large driving force. <P>SOLUTION: The rotary driving device includes: a shaft member 12; a housing 30; a base 11 to which one of the shaft member 12 and the housing 30 is fixed and on which the other is mounted movably in the axial direction of the shaft member 12 while being regulated in rotation; a rotor 20 supported to be rotatable eccentrically around the shaft member 12 and floatable on the housing 30; a projecting ridge portion 22 formed in a through-hole, which is provided in the rotor 20 to have a larger diameter than the outer diameter of the shaft member 12, to be engageable with and disengageable from a screw portion 12d at a part of the circumference; blade parts 24 provided on the rotor 20 and giving turning force to the rotor 20 through passage of wind; a weight part 23 provided on the rotor 20 and rotating eccentrically the rotor 20 by giving centrifugal force to the rotor 20 when the rotor 20 rotates to engage the projecting ridge portion 22 with the screw portion 12d; and a wind generator 41 provided on the housing 30 and sending wind to the blade parts 24. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,F03D  11/02; F16H  25/24; Y02E  10/721; F03D   1/06; Y02E  10/722; F16H  25/20
337428318,JP20110514104,NULL,NULL,2009,B63B  35/003; F03D   9/00; F03D  13/10; F03D  13/40; B63B  27/04; E02B2017/0091; F03D  11/04; F05B2240/95; E02B  17/00; Y02E  10/727; B63B  35/44; B63B  35/00; E02B  17/0818; E02B  17/06
337441063,CN201120059663U,Affiliated mudmat structure of steel framework offshore wind turbine foundation,"The utility model relates to an affiliated mudmat structure of a steel framework offshore wind turbine foundation, and has the advantages that the mudmat structure is easy to mount and dismount, can be repeatedly used, and is low in cost. The technical scheme adopted by the utility model is that the affiliated mudmat structure is provided with a steel sleeve in the wind turbine foundation; a plurality of connection clamping grooves are welded on the outer wall of the bottom of the steel sleeve; and at least two mudmats are fixed through bolts by the connection clamping grooves. The utility model is applied in the technical field of civil engineering in the offshore wind power generation industry.",2011,E02D  27/44; E02D  27/52
337445164,CN201120025543U,Electrical connection structure for connecting offshore wind generating sets to power grid,"The utility model relates to an electrical connection structure for connecting offshore wind generating sets to a power grid. The electrical connection structure comprises the wind generating sets and a transformer, and is characterized in that: each wind generating set further comprises a grounding knife switch, a circuit breaker and two confluence outgoing units; the output end of each wind generating set is connected with the transformer; the output end of the transformer is connected in parallel with the two confluence outgoing units sequentially by the grounding knife switch and the circuit breaker; and adjacent wind generating sets are cascaded by adjacent confluence outgoing units, and one confluence outgoing unit of the wind generating set of the last stage is connected to a substation. The electrical connection structure can shorten the downtime of the wind generating set and increase the utilization rate of the wind generating set, and can be widely applied to offshore wind generation industries.",2011,H02J   3/38; F03D  11/00; Y02E  10/763
337446178,US200913002190,Method of lifting a wind turbine nacelle,"This invention relates to a method of lifting a wind turbine nacelle (1), the method comprising: arranging a first and second anchoring point (2,3) on each of two opposing sides of the nacelle (1), the first point (2) of each side being arranged below the center of gravity (4) of the nacelle (1) and the second point (3) of each side being arranged above the center of gravity (4), wherein one of said first and second anchoring point (2,3) of each side is immovably arranged, and wherein the other one of said first and second anchoring point (2,3) of each side is movably arranged; interconnecting said first and second anchoring point (2,3) on respective side of the nacelle (1) by means of one connecting element (5) per each of the two sides; connecting each of said connecting elements (5) to a hoisting means (11); adjusting the position of each of the movable anchoring points such that each of the connecting elements (5) is vertically aligned when lifting the nacelle (1) by the hoisting means (11).",2009,Y10T  29/49826; Y10T  29/49631; B23P  11/00; Y10T  29/53978; B21K  25/00; F03D  13/10; Y02E  10/726; Y02P  70/523; Y10T  29/4932; Y10T  29/49321; F05B2230/61; Y10T  29/49316
337448061,US201113164183,Removable offshore wind turbines with pre-installed mooring system,"A floating energy generating device includes at least two wind turbines mounted on a floating open structure, the floating open structure being moored to the seabed with a mooring system, each wind turbine featuring in operation mode a blade and rotor part mounted at the top of a tower and being connected via a cable to a central control power electronic unit on the floating open structure, the central control power unit being connected to a submerged high voltage power export cable for exporting the electricity generated by the at least two windmills, characterized in that the floating open structure being connectable to or disconnectable from the mooring system and that when disconnected from the mooring system, the center of gravity of the floating open structure is at or below its center of buoyancy.",2011,F05B2240/95; F05B2240/93; B63B  21/26; F03D  80/50; B63B  35/44; F03D   9/25; F03D  11/00; F03D   9/00; F03D  13/40; F03D  80/85; Y02E  10/725; B63B  21/50; F03D  13/25; Y02E  10/727; F03D  80/00; B63B  21/00; B63B2035/446; F03B  13/14; F03D  13/10; Y02E  10/38
337452722,US20100970078,System and method for measuring shaft deflection in a wind turbine,"A measurement system and a method for measuring a net deflection of a shaft in a wind turbine are disclosed. The measurement system includes at least one first sensor positioned proximate a first shaft component, the at least one first sensor configured to measure at least one first deflection of the first shaft component, and at least one second sensor configured to measure at least one reference deflection. The measurement system further includes a base, wherein the at least one first sensor and the at least one second sensor are coupled together and configured on the base, and a processor configured to calculate the net deflection of the shaft utilizing the at least one first deflection and the at least one reference deflection.",2010,F05B2270/1095; G01B  21/32; F03D  80/70; B63H   3/00; F03D  17/00; F05B2270/821; G06F  15/00; F03D   7/0224; F03D   7/042; F05B2240/60; F05B2270/331
337513482,NO20100000323,Fremgangsmate og utstyrsarrangement for transport av vindmolleenheter.,"FremgangsmÂte for flytting av flere komplette vindm¯lleenheter (37) som hver bestÂr av et tÂrn med generator (22) festet til et fundamentunderstell (34), fra et landbasert produksjonssted til et installasjonssted offshore ved hjelp av et fart¯y (9). Fart¯yet (9) transporterer vindm¯lleenhetene (37) mens de underst¯ttes av st¯ttekonstruksjoner (14) med hydraulisk drevne st¯tteplater ved toppen mot vindm¯lletÂrnene (22) og med forankringsben (25) via sliskesko (7) som er lÂst til sliskebjelker (6) under transporten til offshore-stedet. Der blir vindm¯lleenhetene (37) slisket, en etter en, til en spaltet baug med en Âpning (10), for ved hjelp av en installasjonsmekanisme som omfatter installasjonstÂrn (11) med vaierjekker (1), vaierbunter (2) og strekkompensatorer (5),  senke vindm¯lleenheten (37) gjennom nevnte Âpning (10) ned p oppstikk (27), enten p pre-installerte peler eller p en sugeforankret fundamentramme (32) p sj¯bunnen p nevnte sted offshore. Dette gj¯res p en slik mÂte at strekket i vaierbuntene (2) og den vertikale bevegelse av vindm¯lleenheten (37) holdes innenfor forutbestemte grenser ved hjelp av strekkompensatorer (5) som er direkte koblet inn i vaierbuntene (2), og som n¯dvendig ved hjelp av andre kompenseringsmidler under vaierjekkene (1), eller ved hydraulisk dempningseffekt bygget inn i oppstikkene.",2010,B63B  35/003; F05B2240/95; E02B2017/0091; B63B  27/16; Y02E  10/727; E02B2017/0047; F03D  11/04; F03D  13/40; E02B2017/0043; F03D  11/00; F05B2240/40; E02B  17/027; E02B2017/0039
337536770,TW200897117340,On-site integrated production plant,"An on-site integrated production plant, in which fresh water, sodium, magnesium, calcium, potassium, sodium hydroxide, chlorine, hydrochloric acid, sulfuric acid, hydrogen, oxygen and the like are produced by electrolyzing seawater using an electric power obtained by a wind power on the ocean, a tidal current or the like, and at the same time, malt, sawdust or the like loaded on shore is fermented to make ethanol, carbon dioxide generated in the fermentation is used in photosynthesis to cultivate a vegetable, an oxygen generated in the cultivation is supplied to a fish preserve or a fish reef to farm fish, and further oxygen is returned to seawater with decreased concentration of oxygen to prevent the occurrence of red tides.",2008,C12C   5/002; F03D   9/00; Y02A  20/134; B01D  61/48; C02F   1/66; C12G   3/02; Y02A  20/142; Y02E  60/368; Y02P  20/133; Y02W  10/37; A01G  31/00; B01D  61/025; Y02E  10/41; Y02P  20/134; Y02A  20/141; Y02W  10/33; C02F   9/00; Y02A  20/131; A01K  63/042; C01D   1/04; C02F   1/42; C02F   1/441; C02F   1/461; C25B   1/00; Y02A  20/144; Y02P  60/642; F03D   1/02; C01D   1/40; C02F2103/08; C12F   3/02; F24S  20/20
337562382,DE20112005240U,"Gebrauchsmuster f¸r eine schwimmende Windparkeinheit hinsichtlich innovativer Verankerung mit Stromabf¸hrung, im Wasser schwebendem Fundament und neuartigen Mastensystems mit mittig eingesetzter Gondel/Rotor samt Stromerzeugungssystem","Ein schwimmender Windpark, dadurch gekennzeichnet, dass die Plattform mit einer Ansammlung von nebeneinander stehenden Windkraftanlagen, deren ÑFundamentî stabil, aber in jeder Beziehung flexibel ñ im Meer unterhalb des Wellenbereiches ñ schwebt und dessen ganze Plattform sich selbstt‰tig in den Wind dreht.",2011,F03D   9/257; F05B2240/95; F05B2240/96; Y02E  10/727; F03D  13/25; F03D  80/85; F05B2240/93; F03D   9/00; F03D  11/04
337592077,RU20090146620,FLOATING DRILLING AND PRODUCTION OFFSHORE PLATFORM,"FIELD: transport. ^ SUBSTANCE: invention relates to oil-and-gas industry. Proposed platform comprises water separating casing string with buoyancy elements secured on its outer surface over its entire length and arranged between well mouth and platform and coupled therewith. Platform is equipped with ice breaker to prevent its destruction and displacement relative to well mouth. Wedge-like safety belt is arranged along platform outer bottom perimetre, inclination of wedge faces being equal to 5-85. Rods are arranged along platform hull perimetre and provided with 5-500 m-thick layer of resilient material and steel strip. One to four pollution-free windmill electric power stations are mounted on platform deck. In drilling soft rocks, drilling string with cylinders and rock destruction bore bit is arranged directly on said rocks. Sea casing string is fitted inside drilling string without cylinders for well soft roof consolidation. Drilling pipes and water separation temporary and permanent casing strings represent all-cast or all-welded detachable cylinders filled by pressurised nitrogen gas or inert gas made up of cast shell with one welded seam on every side. Openings are made at platform bottom. ^ EFFECT: higher safety and anti-ice protection. ^ 17 dwg",2009,Y02B  10/30; Y02P  80/22; B63B  35/08; Y02P  80/158; Y02E  10/72; B63B  35/44; E21B  43/01; E21B  17/00; F03D   9/02; Y02P  70/523
337601290,DK20070008467T,Fundament til et offshore-vindenergianlÊg med mindst Èn s¯kabelgennemf¯ring,NULL,2007,F03D  13/22; F05B2240/95; H02G   1/10; F03D  11/04; Y02E  10/727; B63B  21/00; E02B  17/00; F03D  13/25; H02G   3/22; H02G   9/02; E02D  27/52; F03D  80/00; E02B2017/0095; E02D  27/42; F03D   1/00; F03D  11/00
337671018,CN201120068490U,Offshore wind generating set,"The utility model discloses an offshore wind generating set, which comprises a tower consisting of three sections. An engine room is disposed at the top end of the tower, and fan blades are arranged at the front of the engine room. The offshore wind generating set is reasonable in scheme design and more favorable for saving installation time, all components can be quickly assembled, time for offshore hoisting can be shortened due to the fact that the integral wind generating set can be divided into two large components so as to be hoisted on an installation platform, and installation efficiency of the offshore wind generating set is greatly improved.",2011,F03D   1/06; Y02E  10/721; F03D  11/04; F03D   9/00
337672564,CN201020667843U,Wind energy solar energy emergency power supply apparatus for ocean platform,"The utility model relates to a wind energy solar energy power supply apparatus, especially a wind energy solar energy power supply apparatus for an ocean platform, comprising a wind driven generator (1), an electricity complementary controller (2), an accumulator battery (3), a DC UPS (4), a DC emergency gear (5), an inverter (6), an AC UPS (7), an AC emergency gear (8) and a solar energy photovoltaic generator (9). By adopting the structure, independent power supply is provided, the safety reliability is strong, emergency power supply provided for the platform is ensured when the platform is in fault state and lacks normal power supply.",2010,F03D   9/00; Y02B  10/72; H02J   7/00; Y02E  10/766; H02J   9/04; Y02E  10/72
337802853,US20050137557,Wind powered boat,"A watercraft, typically a catamaran, has at least two spaced hulls; at least one seat mounted on or between the hulls; a vertical axis wind turbine (ìVAWTî, e.g. Savonius) having a rotatable shaft operatively mounted to the hulls aft of the seat; and at least one propeller operatively connected to the wind turbine. A pedal driven propeller manual assist operable by someone sitting in a seat is also desirably provided. A mounting structure for the VAWT shaft includes an aluminum sleeve receiving the shaft; and at least two aluminum struts extending from each of at least four mounting points on the hulls to the sleeve, the struts operatively connected to the sleeve, one strut from each point vertically above the other. At least two counter-rotating VAWTs, with counter-rotating propellers, are preferred. Typically there are first and second airfoil configuration rudders, one operatively connected to the stern of each hull and controlled by a tiller and linkages to move substantially in tandem. First and second intermeshing gears are connected to the propeller and wind turbine shafts, respectively; and a sealed gear box filled with lubricant contains the gears and is connected to the bottom of the sleeve. A safety mechanism may be utilized, including a plurality of strips of material operatively connected to peripheral portions of the wind turbine so as to rotate with the wind turbine and extend radially outwardly therefrom. Desirably the strips of materiel are flexible and hang substantially limply when the turbine not rotating.",2005,B63H   9/00; B63B   1/121; B63H  16/14
337842430,CN201110117217,Dehumidifying and cooling system of offshore wind generating set,"The invention discloses a dehumidifying and cooling system of an offshore wind generating set, comprising a circulating pump, a filtering device, a radiating device, a heating part, a tee-joint magnetic valve and a expanding tank, which are arranged in an engine cabin, connected in sequence end to end and form a loop; a temperature detecting device and a pressure detecting device are sequentiallyarranged on a pipeline connected between the radiating device and the heating part; the system also comprises a steam compressing refrigerating unit which comprises a throttling element, a first evaporator, a second evaporator and a compressor which are arranged in the engine cabin, as well as a condenser arranged in sea water; the throttling element, the first evaporator, the second evaporator, the compressor and the condenser are connected in sequence to form a loop; and two ends of the second evaporator are further connected with the tee-joint magnetic valve and the expanding tank respectively. As the refrigerating output of the refrigerating unit is large, the heating capacity of a wind generating unit can be radiated rapidly, so that the cooling requirement of an MW-stage wind generating unit with larger heating capacity is ensured, and the system is applicable to the development and the application of a wind power generation unit with larger capacity.",2011,F03D  80/00; F03D  80/60; Y02E  10/722; B01D   5/00; B01D  53/26; Y02P  70/34
337845567,CN200880132042,An adjustable propeller arrangement and a method of distributing fluid to and/or from such an adjustable propeller arrangement,"The present invention relates to an adjustable propeller arrangement comprising a drive shaft extending in a longitudinal direction and an adjustable propeller connected to the drive shaft. The adjustable propeller comp rises at least one propeller blade and an adjusting member connected to the at least one propeller blade such that the pitch of the at least one propeller blade is controlled by the position, in the longitudinal direction, of the adjusting member. The arrangement comprises a conduit assembly which in turn comprises a duct located outside of the drive shaft and the conduit assembly further comprises a first conduit portion extending at least partially within the drive shaft. The conduit assembly is adapted to provide a fluid communication between the adjustable propeller and the duct.",2008,B63H   3/04; B63H   3/082; B64C  11/42; F03D   7/02; B64C  11/06; B63H   3/08
337882268,PT20070008467T,FOUNDATION FOR AN OFFSHORE WIND FARM WITH AT LEAST ONE SEA CABLE FEEDTHROUGH,NULL,2007,E02D  27/52; F03D  13/22; F03D  80/00; Y02E  10/727; F03D  11/04; E02B  17/00; F03D  13/25; H02G   9/02; H02G   1/10; E02B2017/0095; E02D  27/42; F03D   1/00; B63B  21/00; F03D  11/00; F05B2240/95; H02G   3/22
337885414,US201113068532,Portable wave-swash and coastal-wind energy harvester,"In accordance with the present invention, a portable wave-swash & coastal-wind energy harvester, placed on a sea coast in swash zone captures energy contained in coastal waves and in coastal-wind through the utilization of wave turbines, wind turbines, and wave floats. Wave-float levers carrying wave floats and wave turbines, swing and maintain lower halves of wave turbines below water always. A gear system with one-way clutches transmits torque to an alternator to generate electricity. Flywheels maintain steady rotation of alternator shaft. A buoyancy chamber at the bottom produces reduction of weight of the unit when buoyancy chamber is emptied of water, and thereby enhances maneuverability of unit in water. Stabilization tanks at the top when filled with water provide extra weight and stability of the unit in its operating location. Units linked together in an energy farm combine their energy while forming a seawall-like barrier offering protection against coastal erosion.",2011,Y02E  10/38; F03B  13/183; Y02E  10/72; F03B  13/18; F03D  15/10; Y02E  60/16; F03D   9/12; H02P   9/04; F03D   9/008; F03D   9/25; F05B2260/421; F03B  17/02; F03D   3/00; F03B  13/144; F03B  13/22
337946202,JP20100073559,WIND FORCE AND WAVE FORCE-COMBINED POWER GENERATOR GENERATING POWER BY MAKING USE OF WIND FORCE AND WAVE FORCE ON THE OCEAN,"<P>PROBLEM TO BE SOLVED: To provide a device generating power by turning a wind turbine and wave turbine by a wind and wave force on the ocean, amplifying the rotation, turning an air compressor, accumulating compressed air in a storage tank, opening a pressure regulating valve when the pressure of the compressed air becomes constant, rotating a special turbo fan, and further amplifying the rotation and rotating the generator. <P>SOLUTION: This device enlarges an acquisition amount of energy by arranging the wind turbine and wave turbine 6 between barges. The wind turbine is configured to be a vertical type to cope with either wind blowing direction, detect a wind direction, change blowing directions of the residual pressure of the compressed air, and transmit power to the wave turbine with the same turning direction as that of the wave turbine. The compressed air is generated by the rotation of an impeller, and accumulated in the tank 22. The compressed air is divided into two-stage power and supplied to the special turbo fan 15. The residual pressure of the exhaust of the special turbo fan is applied to the intake of the compressor and the auxiliary power of the rotation of the wind turbine by 16, thereby using the energy effectively and reducing power generation costs. The number of rotation of the turbo fan is further increased by 9, thereby improving a power generation efficiency. <P>COPYRIGHT: (C)2011,JPO&INPIT ",2010,F03D   9/02; F03B  13/14; Y02E  10/72; F03B  13/26; F03D   9/00; Y02E  10/38
338109442,GR20100100270,SEA- OR LAND-BASED COMPLEX OF RENEWABLE ENERGY SOURCES,"Novelty: Eolic and hydraulic power generation complex able to be installed either on land or in the sea onto a platform holding -via floats- said complex on the sea surface. Constitution: The wind generator (1) having horizontal rotary sails (11) continuously moving either in a natural mode or by use of air turbines (9) located at the periphery of the wind generator (1) which ends through the clutch (16) of the gear box (15) to the electromotor (8) for producing energy. In the case of land-based installation, under the platform (2) or inside the wells (19) there are submerged hydraulic energy units (5) composedof the vertical tube (13) where to there is spirally attached the corresponding cylindrical tube (14); the tube (13) along with the tube (14) ends to a shaft (6) and a mechanism converting the buoyancy force into rotary motion (motion of the electromotor 8).",2010,F03D  15/10; F03G   7/10; Y02E  10/38; F03B  13/183; F03D   3/06; F05B2250/15; F05B2250/25; Y02E  10/727; F03D  13/20; F03D  13/25; F05B2240/211; F05B2240/40; B63B2035/446; F03B  13/14; B63B   1/107; F03D   3/067; F03D   7/06; F03D   9/008; F03D   9/25; F03B  13/22; F05B2240/95
338120617,CN201120122613U,Tension multi-section concrete wind power tower,"The utility model discloses a tension multi-section concrete wind power tower, which comprises a base, a tower body and a steel transition section, wherein both the base and the tower body are manufactured through prestressed reinforced concrete; a stepped hole is formed in the base, tensioned steel rope holes are uniformly distributed at the periphery of a stepped hole transition section, and bar planting holes are formed at the upper end of the base; the tower body is divided into a plurality of tower sections, bar planting holes are preset at the upper ends of the tower sections except the uppermost tower section, and anchor reinforcing bars are preembedded at the lower end of the tower section; the steel transition section is a T-shaped structure and comprises a leg part and an arm part, wherein tensioned steel rope holes are formed on the leg part, one end of the arm part is connected with a steel flange, and the other end is preembedded at the uppermost top end of the tower body; and the anchor reinforcing bars at the bottommost tower section is fixedly inserted into the bar planting holes of the base, and in the two neighboring tower sections, the anchor reinforcing bars at the upper tower section is fixedly inserted into the bar planting holes of the lower tower section. The tower is convenient to transport and saves cost; and the tensioned steel ropes arranged in the tower can effectively enhance the firmness of the tower under stress, and facilitates prolonging the service life of the tower.",2011,Y02P  70/523; F03D  11/04
338120618,CN201120122716U,Multi-section concrete wind power tower,"The utility model discloses a multi-section concrete wind power tower, which comprises a base, a tower body and anchoring steel bars. Mounting holes and pouring spouts are prearranged at the top of the base, the tower body is divided into a plurality of tower sections, connecting steel bars are arranged on the lower portion of the bottommost tower section, a steel flange is embedded on the upper portion of the uppermost tower section, bonded steel bar holes are arranged uniformly on the circumference of the lower portions of the remaining tower sections, connecting holes are arranged uniformly on the circumference of the upper portions of the remaining tower sections, each bonded steel bar hole comprises a straight-line portion and an arc portion, the bent head of each anchoring steel bar is matched with the size of the arc portion of each bonded steel bar hole, the connecting steel bars on the bottommost tower portion are inserted into the corresponding mounting holes on the base for fixing, the connecting holes of the lower tower section of each two adjacent tower sections and the bonded steel bar holes of the upper tower section are aligned and connected by the anchoring steel bars. The multi-section concrete wind power tower is convenient in transport and mounting and low in cost.",2011,F03D  11/04
338126237,US201113074810,"Device and method for erecting at sea a large slender body, such as the monopile of a wind turbine","The invention relates to a method for erecting at sea a large slender body, such as the monopile of a wind turbine. The method comprises bringing the large slender body in a substantially horizontal floating condition at least partly underneath the work deck of a platform, attaching a tension cable to the slender body, and pulling on the tension cable using fixations means and guiding means that are provided at an edge of the work deck and are connected to it to gradually bring the slender body in an erected position along the edge of the work deck. The slender body is optionally driven into the under water bottom. The invention also relates to a device for performing the method. The method is reliable and obviates the use of large cranes.",2011,B23P  19/00; E02B  17/027; E02B2017/0039; F05B2230/60; B23P  11/00; E02B  17/00; Y02P  70/523; Y10T  29/53; F03D  13/22; E02D  27/42; F03D   1/00; Y02E  10/727; E02B2017/0056; E02B2017/0065; F03D  11/04; Y10T  29/49826; F03D  13/10; E02B  17/02; F05B2240/95; E02B2017/0091; E02D  27/52
338172108,TW200897134190,"A construction method for marine wind power generator and construction apparatus, and a maintenance method for marine wind power generator and maintenance operation apparatus","The present invention provides a construction apparatus (50), capable of safely and stably installing a floating type marine wind power generator (10) in a deep sea. By adopting a crane ship (S) to construct a construction apparatus (50) of the marine wind power generator (10), which includes: a guide component (51) installed vertically to an operation position corresponding to the crane ship (S) and a bottom portion thereof arranged below the sea level, and at least one pair of arm portions (60) equipped with a grasping portion capable of assembling and disassembling a tower post portion (20) which is able to be decomposed axially into several parts, and to slide along the guide component (51).",2008,F03D  11/04; E02D  27/32; E02B  17/04
338205116,EP20110306345,"Support device for a wind turbine for producing electric power at sea, corresponding facility for producing electric power at sea.","The device (3) has a base arranged on a seabed (F), and a cylindrical column (9) to support an offshore electrical energy producing wind turbine (5). The column is connected to the base by a swivel linkage so as to authorize tilt motions of the column with respect to the base in all directions from a vertical axis (A), where the linkage is formed of a universal joint (11) e.g. Cardan joint. Mooring lines are provided with a ballast to connect the column to the seabed. The column has a metal lattice structure and a cylindrical central recess to receive a lower end of the wind turbine.",2011,E02D  27/425; E02D  27/42
338352141,CN201120092995U,Pre-stressed anchor plate and anchor bolt assembly for foundation,"The utility model relates to a pre-stressed anchor plate and anchor bolt assembly for a foundation, which is mainly used for connecting a large wind turbine tower with the foundation, and is characterized in that: an upper anchor plate is connected with a lower anchor plate through long anchor bolts, and leveling nuts are arranged on the long anchor bolts positioned on the upper anchor plate; thin nuts and nuts are arranged on the long anchor bolts positioned on the lower anchor, and leveling bolts are arranged on the lower anchor plate; and welding rivets are uniformly arranged on the bottom plane of the upper anchor plate. The long anchor bolts penetrate through the whole foundation and directly reach to a bottom plate of the foundation, so that the integrity and stiffness of the foundation are improved, and the durability of concrete is improved. The leveling nuts on the upper anchor plate and the leveling bolts on the lower anchor plate can be finely turned, so that the levelness of the upper and lower anchor plates is in a standard range, the installation accuracy of the wind turbine tower foundation is ensured, and the safety in use is improved.",2011,E02D  27/42
338352142,CN201120093032U,Leveling device for foundation anchor plate,"The utility model relates to a leveling device for a foundation anchor plate, which is mainly used for leveling the foundation anchor plate of a large wind turbine tower, and is characterized in that: an upper anchor plate is fixedly connected with a lower anchor plate through anchor bolts, and leveling nuts are respectively arranged on the anchor bolts at the upper and the lower planes of the upper anchor plate. The leveling nuts are made of nylon series materials, and the upper anchor plate is leveled to standard requirements by the leveling nuts; and the operation is simple, the hidden dangers are eliminated, and the accuracy and efficiency of installation are improved.",2011,E02D  27/42
338352646,CN201120097437U,Air guide sleeve of offshore wind generating set,"An air guide sleeve of an offshore wind generating set comprises three arc plates, wherein every two of the three arc plates are connected with each other to form an air guide sleeve main body, and sealing gaskets are respectively arranged at the connection parts of every two of the three arc plates. The utility model provides the air guide sleeve of the offshore wind generating set, which is effectively applicable to offshore operation.",2011,F03D  11/00
338352647,CN201120097917U,Cabin cover of offshore wind generating set,"A cabin cover of an offshore wind generating set comprises an upper cover body, a left lower cover body and a right lower cover body, wherein the left lower cover body is fixedly connected with the right lower cover body, the upper cover body is fixedly connected with the left lower cover body and the right lower cover body, the cabin cover also comprises an air conditioning external unit and an air conditioning internal unit, the air conditioning external unit is installed at the outer wall of the upper cover body, and the air conditioning internal unit is installed at the inner wall of the upper cover body. The utility model provides the cabin cover of the offshore wind generating set, which is effectively applicable to offshore operation.",2011,F03D  11/00
338355146,CN201020609132U,3.6MW permanent-magnet direct-drive aerogenerator of offshore wind power plant,"The utility model relates to a 3.6MW permanent-magnet direct-drive aerogenerator of an offshore wind power plant. The aerogenerator includes a wind wheel and a high voltage permanent-magnet generator. The high voltage permanent-magnet generator includes a generator housing (1), a rotor (2), and a stator (3). The rotor and the stator are arranged inside the generator housing, the rotor is connected with a wind shaft of the wind wheel, and the stator is provided with a three-phase winding coil (4). The wind wheel is a three-blade wind wheel. The high voltage permanent-magnet generator also includes a rear wheel which is used to install parts on the aerogenerator, namely a torque converting part, a speed regulating part, a direction regulating part, and a brake part, and the like. The rear wheel is connected with the rear end of the generator housing. The rotor includes a generator rotating main shaft (6), an annular bracket (7), and a magnetic pole (8). The annular bracket is fixed on the generator rotating main shaft, and the permanent magnetic pole is fixed on an outer wall of the annular bracket. The generator rotating main shaft is a hollow shaft. The stator includes an iron core which is formed by folding a plurality of punching sheets. The punching sheets are evenly provided with fractional slots. The three-phase winding coil is evenly wound in the fractional slots, and the three-phase winding coil is a continuous winding coil. The initial output voltage of the high voltage permanent-magnet generator is 50 kV or 110 kV. The 3.6MW permanent-magnet direct-drive aerogenerator of the offshore wind power plant has the following advantages of high reliability, low failure rate, high device utilization rate, strong environmental adaptability at the offshore wind power plant, and high wind energy utilization rate.",2010,Y02E  10/763; H02K   1/27; H02K   5/18; Y02E  10/725; H02K   1/16; H02J   3/38; H02K   7/18; F03D   9/00; H02K  21/12
338390824,FR20110056462,FLOTTEUR POUR UNE STRUCTURE OFFSHORE TELLE QUE NOTAMMENT UNE EOLIENNE,"L'invention concerne un flotteur pour une structure offshore telle que notamment une Èolienne, caractÈrisÈ en ce qu'il comporte des moyens en forme de poutre de support (1) dont la face extÈrieure comporte des moyens d'accrochage (2) de caissons individuels de flottabilitÈ (3).",2011,B63B   3/08; B63B  35/38; B63B  35/4406; B63B  35/62; B63B  35/44; Y02E  10/727
338449396,US20100917739,Maritime device for producing electric power,"An energy accumulator and rectifier equipment for converting and generating renewable energy from ocean waves and winds, which includes a storage tank or compressed air accumulator, a series of vertical tubes filled with non-compressible fluid so that it can displace movable elements, forming a group, wherein each group is in connection with another similar group at both the upper level and the lower level by means of a fluid circulation pipes and by means of a pipe of smaller diameter, at the upper and lower portion, for air circulation, and wherein the fluid circulation pipes of every group are attached to a common pipe at the upper level which conveys the fluid toward a turbine-generator to produce electricity and a common pipe at the lower level to recirculate fluid toward the cylinders.",2010,F05B2240/211; Y02E  10/725; F03B  13/10; F03D   9/28; Y02E  10/38; Y02E  60/17; F03B  13/266; F03B  17/025; F03D   9/14; F05B2210/18; Y02E  10/20; Y02E  60/15; F03B  13/1815; F03B  13/24; F03D   9/02; F03D   9/17; F05B2260/406; Y02E  10/28
338454396,DE20101020995,"off-shore wind energy plant establishment system, has supporting structure connected to foundation piles embedded in seabed, and protection plate attached to foundation piles at seabed","The system has a supporting structure (16) connected to foundation piles (18) arranged above the sea level, and guides (24) for fastening the foundation piles. The foundation piles are embedded in the seabed, and the supporting structure supports a tower (12) of a wind turbine (10). A protection plate (22) is attached to the foundation piles at the seabed, where the protection plate covers the surface of the foundation piles at the seabed. Independent claims are also included for the following: (1) a method for establishment of an off-shore wind energy plant (2) a buoyant transportation body comprising guides.",2010,E02D  27/425; E02B2017/0091; E02D  27/12; F05B2240/95; E02B2017/0039; E02D  27/52; E02B2017/0043; E02D  27/42; F03D  13/22; Y02E  10/727
338651522,US20090540808,Wind tower transport cover,A wind tower transport cover for covering an opening at an end of a wind tower section. The wind tower transport cover includes a main section and a packaging section. The main section is capable of substantially covering the opening at the end of the wind tower section. The packaging section extends from the main section. The packaging section is positionable in a storage configuration where the packaging section is substantially adjacent the main section and wherein the main section is positionable in a shipping configuration where the main section is at least partially within the packaging section.,2009,E04H  15/00; Y02E  10/72; Y10S  52/13; B63B  17/00; Y10S  52/12; Y10S  52/14; F03D  80/00
338678351,BG20090001677U,UNIVERSAL TURBINE WITH SELF-ALIGNING BLADES,"The universal turbine with self-aligning blades will be used for the obtaining of ecologically pure energy, without infringement of the ecology of the region. It is installed either one by one or in cascade, or positioned in modules on one common axis, by using the force of water or of wind. The turbine can be set between two pontoons, floating in rivers and channels, it can be assembled over rapids or on pillars, the axis being positioned horizontally, transversely to the flow direction. The universal turbine with self-aligning blades is an installation with symmetrical and diametrically positioned movable blades (4) made out of light and tough materials movably fixed to immovable axes (3) which are immovably fixed to the wings (1). The immovable axes (3), around which the blades (4) start rotating, are at some distance from their centre of gravity, so that on being closed they overlap closely, while on being open they stay horizontally to the direction of the flow ˚ either of water or of air, and do not exert any resistance which provides a high efficiency coefficient. The turbine is of module type with varying length and diameter. Such turbines can be arranged in succession, thus allowing to use one and the same quantity of water several times.",2009,F03B  13/12; F03D   3/06; Y02E  10/74
338883565,EP20110779068,LARGE FLOATING VERTICAL AXIS WIND TURBINE,NULL,2011,F03D   3/061; F05B2240/93; F03D  11/00; Y10T  29/49229; Y10T  29/49826; F03D  13/25; F03D   3/06; F05B2250/86; Y02E  10/727; Y02E  10/74; F03D  11/04; F03D  80/70
338886912,US20080335569,Light weight and highly cooled turbine blade,"A turbine rotor blade formed from a main support spar and having a thin thermal skin bonded or formed to the support spar to form the outer airfoil surface of the blade. The main support spar is formed from a plurality of ribs arranged to form a cooling air supply cavity near the leading edge region, a plurality of impingement chambers and a plurality of spent air collector chambers arranged along the pressure side and suction side of the airfoil to form a series of impingement chambers and collector chambers to provide near wall cooling for the thermal skin. A row of exit cooling holes located along the trailing edge discharges the cooling air from the last collector chamber. In another embodiment, some of the collector chambers are connected to rows of film cooling air to discharge film cooling onto the outer airfoil surface. The thermal skin includes micro pin fins on the inner wall to enhance the cooling effect of the impinging cooling air. The entire blade comprises a spar support structure, a thin thermal skin, external coating formed using a metal molecular depositing process to build up the blade as a single piece but with multiple material.",2008,B64C  11/00; F05D2260/202; F01D   5/18; F01D   5/08; F01D   5/187; F01D   5/20; F03D  11/02; F04D  29/58; F05D2260/201; F05D2260/2214; B63H   1/14; B63H   7/02
338942981,US20080596638,Flexible impact blade with drive device for a flexible impact blade,"A watercraft having a plurality of flexible section secured to a mount, having a drive assembly, wherein the water craft can move the flexible section upwardly and downwardly to propel the watercraft through the water.",2008,F03D   5/06; B63H   1/36; B63H   1/30
338955824,KR20090134075,Artificial Firefly,"PURPOSE: An artificial firefly is provided to generate flickering light while being floated in the air. CONSTITUTION: An artificial firefly includes an upward force generator(110), a lighting-emitting part(120), and a housing(130). The upward force generator generates upward force according to a rotational motion of a wing. The upward force generator converts the kinetic energy of the wing into the electrical energy. The lighting-emitting part generates light with the electrical energy provided from the upward force generator. The housing supports the upward force generator.",2009,A63H  33/00; F03D   3/061; Y02E  10/74; F03D   9/00; F21S   9/043; Y02E  10/72; F03D   9/34; F21K   9/00; F21S   9/04
338965659,KR20100003704,Floating wind power generation unit,"PURPOSE: A floating wind power generation apparatus is provided to secure smooth rotation of a rotor by minimizing the gravity and frictional force caused by the weight of the rotor. CONSTITUTION: A floating wind power generation apparatus comprises a generator(110), a rotor(120), a floating element(130), a housing(140), a power transmission unit(150), and a supporting member(160). The rotor is rotated by the wind and provides mechanical energy to the generator, thereby generating electric energy. The floating element is integrally coupled to the lower end of a rotary shaft and supports the rotor, and the floating element has a hollow portion to float on a fluid within the housing. The power transmission unit goes is engaged with the horizontal gear part of the floating element and transfers the torque to the generator when rotated. The supporting member selectively tilts the generator.",2010,B63B  35/44; B63B2035/446; F03D   3/00; F05B2240/93; F03D   3/061; Y02E  10/74; F03D  11/04; F03D  13/20; F03D  80/70
338969046,KR20110030640,MARINE WIND POWER GENERATION FACILITY FOR AUTOMATICALLY CONTROLLING MOVEMENTS IN ULTIMATE LOADS,"PURPOSE: A marine wind power generating facility for auto-controlling behavior at the ultimate load state is provided to prevent excessive deformation by operating a suction pump of a suction pile of a foundation, and pulling a wire connected with an anchor installed around a suction pile using a winch to provide vertical pressure to a foundation, and to cut off horizontal displacement by occurring pullout capacity on an anchor. CONSTITUTION: A marine wind power generating facility for auto-controlling behavior at the ultimate load state comprises: a suction pile(10) installed to the seabed and equipped with a suction pump; a marine foundation structure(20) installed to the upper part of the suction pile and attached with plural winches on the outside; plural anchors(30) installed to the seabed around the suction pile and installed radially around the suction pile; plural wires(40) connecting the anchors and the winches of the marine foundation structure; a measurement sensor unit installed to the inside of the marine foundation structure to measure the behavior of the marine foundation structure; and a controller controlling the suction pump of the suction pile to provide vertical pressure to the suction pile, and controlling each winch and pulling the wire to generate pullout capacity on the anchor to cut off horizontal displacement if the marine foundation structure moves beyond the standard value through the measured value of the measurement sensor unit.",2011,E02B2017/0078; F03D  13/22; E02B2017/0091; E02D  27/525; F03D  11/04; F05B2230/50; F05B2240/95; E02B2017/0065; F03D  11/00; E02D  27/52; Y02E  10/727
338969112,KR20110022763,GUIDE DEVICE FOR IMPROVING VERTICALITY UPON INSTALLING MARINE STRUCTURE FOR MARINE WIND POWER GENERATION,"PURPOSE: A guide device installation of a marine structure for marine wind power generation is provided to maintain a marine structure vertical in the process of being installed by securing the exterior of the marine structure with a plurality of rollers. CONSTITUTION: A guide device installation of a marine structure for marine wind power generation comprises a post and a guide way(200) which is installed vertically in a ship. The guide way comprises a fixing frame(210), a guide ring(220), and guide roller members(230). The fixing frame is formed with a rotary shaft(211) on one side and fixed to the post on the other side. The guide ring is formed in the shape of a ring able to split into two and fixed to the rotary shaft of the fixing frame. The guide ring comprises a hinge(221) formed in a cutout part on one side, a fixing unit(223) formed in a cutout part on the other side, and gap adjusting holes(225) formed in the radial direction in the center of the hinge and the fixing unit. The guide roller members are coupled into the gap adjusting holes of the guide ring in order to guide a marine structure.",2011,B63B  71/00; F03D  11/00; F05B2230/50; F05B2240/95; B63B  35/44; B63B   9/00; Y02E  10/727
339026244,EP20110009044,Aeolian system for converting energy through power wing airfoils,"An aeolian system for converting energy is described, comprising a power wing airfoil, a basic platform (1) connected through two ropes (2) to the power wing airfoil, a routing system adapted to drive each rope (2) towards the wing airfoil comprising a first pair of blocks (7a) assembled on sliders (6a) of driving modules (6) of the ropes (2), a second pair of blocks (7b) placed downstream of the driving modules (6) of the ropes (2) and adapted to keep horizontal the lengths of the rope (2) included between the second blocks (7b) and the first blocks (7a) assembled on the sliders (6a) of the driving modules (6), a third pair of blocks (7c) adapted to route the ropes (2) towards the wing airfoil and a fourth pair of blocks (7d) adapted to route the ropes (2) coming from the second pair of blocks (7b) towards the third pair of blocks (7c). The routing system further comprises a trellis-type supporting structure (9) composed of strain gauges (17) virtually arranged along edges of a pyramid with triangular plan having its vertex on a connection point of the third pair of blocks (7c).",2011,F03D   5/00; B63H   9/00; F03D   5/06; Y02E  10/70; F05B2240/921
339045969,KR20100012960,Rorter brake for spring power braking of wind generator,"PURPOSE: A rotor brake for the windmill which brakes with the spring force is provided to notify the replacement time by detecting the simplification and miniaturization of structure, the braking ability and endurance enhancement, the convenience of maintenance, and the pad wear. CONSTITUTION: A rotor brake(10) for the windmill which brakes with the spring force comprises a base panel, a supporter(12), a caliper mounting plate(13), a caliper(18, 19), a pad coupling plate(23, 24), and an elastic unit. The base panel is fixed to the increasing speed gear box. The supporter is installed in the base panel. The spring supporting plate(14) is coupled in the upper end. The caliper mounting plate is pressurized by a floating spring(15) installed at the supporter. The caliper is coupled with a bolt(20) in order that disc input portion(17) is formed in the top and bottom portion of the caliper mounting plate. A pad(22) which is coupled with top and bottom of the caliper is coupled in order that the pad coupling plate surface-touches. The elastic unit comprises a spring in order to be located between caliper and bolt header.",2010,F05B2240/221; F03D   7/0248; F03D  11/00; F03D  15/00; Y02E  10/722; F16D  65/14; F16D  65/095
339046602,KR20110076573,A STRUCTURE FOR TIDAL CURRENT POWER,"PURPOSE: A structure apparatus for the generation of electric power from tidal currents is provided to transfer the torque of a blade to a speed regulating gear box and a generator using a vertical rotary shaft. CONSTITUTION: A structure apparatus for the generation of electric power from tidal currents comprises an excavated hole(76), a supporter, a guide unit, and a fixing device. The excavated hole is formed in a sea bottom. The supporter is formed by placing reinforced concrete into a hollow casing(69) and curing the placed concrete and is vertically inserted into the excavated hole. A rail unit is vertically formed in the supporter. The guide unit is vertically moved along the supporter. The fixing device is coupled to the guide unit.",2011,F03B  11/00; F03B  17/06; F03D   9/008; E02B   9/08; F03B  13/10; F03B  13/264; F03B  11/08; Y02E  10/22; Y02E  10/28; B63B2035/4466; B63B  35/44; F05B2220/706
339051272,KR20110043159,APPARATUS FOR STEEL PILE OF ELECTRIC GENERATOR FROM TIDAL CURRENT AND CONSTRUCTING METHOD OF SUCH APPARATUS,"PURPOSE: An apparatus for installing a steel pile of a tidal and wind power generator in the underwater ground and a construction method of a steel pile using the same are provided to stably insert a steel pile into the ground by reducing the vertical moving distance of the steel pile. CONSTITUTION: An apparatus for installing a steel pile of a tidal and wind power generator in the underwater ground comprises a ground fixing unit(10), a vertical sliding unit(20), and a lifting device(50). The ground fixing unit comprises horizontal bodies(11) and support legs(12). A sliding guide member with a path is vertically formed in the ground fixing unit. The vertical sliding unit is vertically located inside the path of the sliding guide member and is vertically slid. The lifting device vertically lifts the vertical sliding unit.",2011,E02D   5/28; E02D   7/20; E02D  27/52; F03D  13/22; E02D  13/04
339054698,TW201099106210,Fin-ring propeller for a water current power generation system,"A water current power generation system is provided, including a plurality of flotation tubes joined by a body structure; a plurality of ballast chambers joined by a body structure; a plurality of induction type power generation units disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings, with each of the concentrically disposed rings having an inner ring member, an outer ring member, and a plurality of curved fin members separated by gap spaces disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,Y02E  10/725; F03B  17/061; F03B   3/12; F05B2240/40; Y02E  10/38; F05B2240/97; F05B2240/93; Y02E  10/28
339054699,TW201099117971,Fin-ring propeller for a water current power generation system,"A water current power generation system is provided, including a plurality of flotation tubes joined by a body structure; a plurality of ballast chambers joined by a body structure; a plurality of induction type power generation units disposed within housings associated with one or more of the flotation chambers, ballast chambers and body structure; and a plurality of propellers disposed in mechanical communication with each of the induction type generator units. In one presently preferred embodiment, a plurality of propellers disposed in communication with a plurality of induction type generator units, wherein the propellers each include one or more concentrically disposed rings, with each of the concentrically disposed rings having an inner ring member, an outer ring member, and a plurality of curved fin members separated by gap spaces disposed between the inner and outer ring members. Methods and means of deploying, positioning, maintaining, controlling and operating the system are also provided, as are detailed descriptions of novel inductor type generators used to obtain power from fast moving water currents, flotation tanks for tensioning the system against a submerged anchoring system disposed on an associated seafloor, and fluid-filled ballast chambers equipped with multiple sub-chambers that lend precision control and continuous adjustability to the system.",2010,F03B   3/12; Y02E  10/28; F05B2240/97; F05B2240/93; F05B2240/40; Y02E  10/38; F03B  17/061; Y02E  10/725
339098439,KR20100091253,CONSTRUCTION METHOD OF SHORE WIND POWER GENERATION FACILITY,"? ??? ????, ??? ? ???? ??? ????? ???? ? ?? ??? ?? ???? ??? ????? ????. ??? ? ??? ???, ?? ????? ????(2)?, ????(2)? ? ???? ?????? ?? ????, ?? ?? ???? ?? ????(2)? ?? ????? ??(3)?, ?? ????(2)? ?? ?? ???? ??? ????(4)?, ?? ????(4) ?? ???? ???(5)?, ?? ???(5) ?? ????(2)? ?? ?? ???? ??? ????(6) ?? ???? ?????? (7)?, ?? ??????(7) ?? ????? ???? ? ???(8)?, ?? ? ???(8) ?? ???? ??? ?? ?(9)(10)?? ???? ?? ?(11)? ??? ????? ????(1)? ????.",2010,B63B  73/00; E02B  17/04; B63B   9/00; B63B  35/44; Y02E  10/721; Y02E  10/725; B63B2035/446
339099179,KR20100020255,OMITTED,NULL,2010,H02S  10/12; B63B2035/4453; F03D   9/007
339100565,KR20100021895,Floating type water treatment facility having self-generation fuction,NULL,2010,C02F   7/00; C02F   3/20; Y02W  10/37; Y02E  10/56; C02F   1/74; C02F2201/009; Y02E  10/76; B01F   3/04; Y02W  10/15
339101574,KR20100022990,SYSTEM FOR DESULFURIZATION AND DENITRIFICATION OF EXHAUST GAS USING WIND POWER GENERATION,NULL,2010,B01D  53/32; H05H   1/24; B63H  21/32; B01D2259/818; B03C   1/00; F01N   3/2066; B01D  53/48; B01D  53/86; F03D  80/50; B01D  53/8637; B01D2259/4566; F03D   9/255; B01D  53/9418
339104557,KR20100025508,Euphotic floating treatment equipment by Hybrid type driving system,NULL,2010,E02B  15/104; F03D   9/00; H01L  31/042; Y02E  10/50; H02S  10/12; E02B  15/04; H01L  31/04; Y02E  10/72
339107740,CN201110097315,Seaborne floating sunlight greenhouse with wind generating system power supply device,"The invention relates to a seaborne floating sunlight greenhouse with a wind generating system power supply device, belonging to the technical field of new energy application. A wind generating system power supply device installed on a seaborne floating buoy base is connected with a sunlight greenhouse to form the seaborne floating sunlight greenhouse with a wind generating system power supply device. Wind blows a vane to quickly rotate to drive a wind driven generator to generate alternating current; the alternating current is input into a controller through an electric lead for being regulated; then, the regulated alternating current is input into a seawater irrigation sunlight greenhouse, a sea water desalinating unit and a fresh water irrigation sunlight greenhouse to drive a seawatertemperature regulation device and a seawater spraying device installed in the seawater irrigation sunlight greenhouse to provide environmental conditions for culturing seawater irrigation plant whichis planted on a salt-contained matrix; the alternating current drives the sea water desalinating unit to process seawater into fresh water and drives a fresh water temperature regulation device and afresh water spraying device installed in the fresh water irrigation sunlight greenhouse to provide environmental conditions for culturing fresh water irrigation plant which is planted on a non salt-contained matrix.",2011,Y02A  40/252; Y02A  40/27; Y02A  40/274; Y02E  10/725; A01G   9/14; F03D   9/00; Y02A  20/141; A01G   9/26
339131222,CN201120060850U,Prestressed steel stranded wire-combined anchor bolt,"The utility model belongs to the technical field of prestressed anchor bolt connections for wind power generation tower foundations, and particularly relates to a prestressed steel stranded wire-combined anchor bolt. The prestressed steel stranded wire-combined anchor bolt comprises steel stranded wires, steel stranded wire sleeves, anchor bolts, anchor bolt sleeves, special connectors, tensile sleeves, an upper anchor plate, a lower anchor plate and a supporting steel tube, the anchor bolts run through the upper anchor plate, the steel stranded wires run through the lower anchor plate, and the anchor bolts and the steel stranded wires are connected together through the special connectors. The sleeves are sleeved on the anchor bolts and the steel stranded wires positioned between the upper anchor plate and the lower anchor plate, the special connectors are wrapped by the tensile sleeves, and the upper anchor plate and the lower anchor plate are connected with each other through the steel tube. The steel usage of the prestressed anchor bolts is saved, so that the fabrication cost of the connection is saved by about one third.",2011,Y02E  10/72; E02D  27/42; F03D  13/20
339131230,CN201120086531U,Ribbing seabed suction anchor,"The utility model relates to a ribbing seabed suction anchor, aiming at providing a novel suction anchor foundation form-a ribbing seabed suction anchor which has excellent mechanical property and can bear higher vertical bearing capacity and horizontal bearing capacity. The technical scheme of the utility model is that the ribbing seabed suction anchor comprises a hollow barrel body with an opened bottom and a sealed top, a drain hole is arranged in the top surface of the barrel body; and the ribbing seabed suction anchor is characterized in that a group of wing plates are additionally arranged at the outer side of the barrel body, the wing plates are distributed radially by taking the barrel body as the center, the length direction is parallel to the axial direction of the barrel body, and the width direction is vertical to the axial direction of the barrel body. The ribbing seabed suction anchor is applicable to base structures of oceanographic engineering and offshore wind power engineering.",2011,E02D  27/52
339132428,CN201120115629U,Comprehensive utilization system for sea energy,"The utility model relates to a comprehensive utilization system for sea energy. The comprehensive utilization system comprises a wind turbine (1), a floating platform (2) with a larger area as well as a wave energy power generator (4) and an ocean power generator (5), wherein the wind turbine (1) is arranged above the floating platform (2), and the wave energy power generator (4) and the ocean power generator (5) are fixed below the floating platform (2); the wind turbine (1) is the horizontal axis wind turbine, the ocean power generator (5) is the horizontal axis turbomachine, and the wind turbine (1) is coupled with power output systems of the wave energy power generator (4) and the ocean power generator (5); and the wind turbine (1), the wave energy power generator (4) and the ocean power generator (5) share a set of power transmission and power transformation line. The comprehensive utilization system floats on a sea surface (3) and is connected with an anchor (7) fixed on a seabed (8) by a chain (6).",2011,Y02E  10/38; F03B   3/00; F03D   3/02; F03D   9/25; F03B  13/14; F03D  13/25; Y02E  10/727; F03D   1/02; Y02E  10/74; Y02E  10/223
339132433,CN201120093018U,Base reversed balancing flange,"The utility model relates to a base reversed balancing flange used for a connecting part of a wind power generation base ring and a tower frame of a large-scale wind field, which belongs to a connecting piece of a ring plate and a pipeline. In the base reversed balancing flange, an inner-ring shaped flange plate and an outer-ring shaped flange plate are respectively and fixedly arranged on an inner wall and an outer wall of a cylindrical shell section, bolt holes are uniformly distributed on the inner-ring shaped flange plate and the outer-ring shaped flange plate, balancing blocks are fixedly arranged at the bottoms of the inner-ring shaped flange plate and the outer-ring shaped flange plate respectively, and steps are arranged at the bottoms of the balancing blocks. The bending moment action of a welded joint in the connection of the balancing blocks and the cylindrical shell section is eliminated, the circular pulling force of the cylindrical shell section is reduced, the force of the welded joint is reduced, the anti-bending rigidity under the cycling dynamic loading can be ensured to be consistent, the force requirement of a tower cylinder of an air blower can be fully met, the steel consumption can be saved, and the processing cost can be reduced. The base reversed balancing flange is connected with an elongated anchor bolt is used for connecting the base ring, can be fastened by a stretch-draw device and can accurately control a pre-drawing force value, so as to realize the purposes of fatigue resistance and maintenance avoidance and reduce the maintenance expense.",2011,Y02E  10/72; F03D  13/20
339152951,NO20100000320,Fremgangsmate og anordning for installasjon av en offshore vindturbinanordning,"Den foreliggende oppfinnelsen angÂr en fremgangsmÂte og anordning for installasjon av en offshore vindturbinanordning (2). Anordningen omfatter et fart¯y (10), en ytre ramme (20) dreibar i forhold til fart¯yet (10) mellom en vesentlig horisontal posisjon for transportering av vindturbinanordningen (2) til installasjonsstedet, og en vesentlig vertikal posisjon for installasjon av vindturbinanordningen p installasjonsstedet. En koblingsanordning (40) er tilveiebrakt for kobling av vindturbinanordningen til den ytre rammen (20) via en langsgÂende aktueringsanordning (42). Koblingsanordningen (40) omfatter et f¯rste st¯tteelement (41) for tilveiebringelse av vindturbinen (2) i en fritthengende konfigurasjon nÂr den ytre rammen (20) er i den vesentlig vertikale posisjonen. Den langsgÂende aktueringsanordningen (42) er tilveiebrakt for  senke vindturbinanordningen (2) mot havbunnen nÂr vindturbinanordningen (2) er i den fritthengende konfigurasjonen.",2010,B63B  27/08; E02B2017/0043; E02B  17/027; E02B2017/0039; F05B2230/604; F05B2230/6102; Y02E  10/727; F03D  13/25; Y02P  70/523; F03D  11/04; F03D  13/40; E02B2017/0047; F03D  13/10; E02B2017/0091; F05B2240/93; B63B  35/003; B63B  75/00; F05B2240/95
339185393,US201113196027,Mooring structure with habitat features for marine animals,"A structure for underwater placement on a sea, lake or river bottom. The structure has tunnels to allow water and water currents, as well as marine organisms, to pass freely therethrough and infiltrate and colonize the openings. One or more hitch points are provided on the structure for attaching mooring lines to ships, boats, floating wind turbines or other floating objects, thereby allowing the structure to serve as a mooring to anchor such objects. The hitch points can be recessed within a depression in the surface of the structure and the hitch bar ends can also be recessed, providing an exterior surface free of protuberances.",2011,A01K  61/65; E02B   3/04; E02B   3/24; E03B   3/24; B63B  21/00; A01K  61/00; B63B  21/29; E02B   3/046
339197829,CN201110129454,"Shoal swampy zone wind power construction method, bearing buoyancy tank and tower barrel fixing device","The invention discloses a shoal swampy zone wind power construction method, a bearing buoyancy tank and a tower barrel fixing device. The method is used for installing a shoal swampy zone wind power set, and a pavement and a site paved by using the bearing buoyancy tank can be used for construction of other projects. The shoal swampy zone wind power construction method comprises paving of the pavement and the site, transportation of equipment, erection of a wind power tower barrel on a transport vehicle and transfer of a crane. The bearing buoyancy tank comprises a tank body and anchor piles,wherein the tank body is provided with floating holes; the anchor piles are inserted into the floating holes to enter the ground; and the bearing buoyancy tank is connected with the paved pavement and the paved site. The tower barrel fixing device comprises a connecting supporting plate and a supporting base; the connecting supporting plate is hinged with the supporting base; and the device is used for transporting and fixing the wind power tower barrel and assisting in erecting and fixing when the transport vehicle is hoisted away. The method solves the paving problem of the pavement and thesite of the shoal swampy zone and the problems of low accommodation of vehicle equipment and difficulty in vehicle turning, and is convenient for installing the shoal swampy zone wind power equipment.",2011,E01D  15/14; E01D  21/00; E04G  21/00; E04H  12/00; E04G  21/14; E04H  12/22
339203023,CN200980150941,A hydroelectric turbine support system,"The present invention provides a hydroelectric turbine support system, and in particular the combination of a base on which the turbine is supported on the seabed during use, and a vessel used to transport the turbine and base to a deployment site, and which are designed to allow, when the system is docked at a quayside or the like, the base to contact the seabed during periods of low tide and to support the vessel thereon during such periods, without damage to either the base or the vessel.",2009,Y02E  10/28; F03B  17/00; F05B2240/90; F05B2240/97; F03B  13/26; F05B2240/91; F05B2260/02; Y02E  10/226; F03B   7/00; F03B  13/10; B63B  35/44; F03B  11/00; Y02E  10/38; F03D  11/04
339208103,CN201120122693U,Foundation transition section for offshore wind power tower,"The utility model discloses a foundation transition section for an offshore wind power tower, which comprises an underwater foundation section, a transition section and a steel flange. The underwater foundation section is in a cylindrical steel structure, the outer edge wall of the underwater foundation section is provided with a ring-shaped boss, screw holes are uniformly distributed on the circumference of the ring-shaped boss, the transition section is made of prestressed reinforced concrete and includes a cylindrical portion and a conical cylinder portion, a support block is prearranged on the inner wall of the cylindrical portion, the steel flange is embedded on the upper portion of the conical cylinder portion, the bottom of the transition section is provided with an annular rubber sealing ring which is fixed above the ring-shaped boss of the underwater foundation section, and the support block is fixed at the top of the underwater foundation section. The foundation transition section for the offshore wind power tower is simple and reliable in structure, convenient in construction, fine in corrosion resistance and capable of effectively reducing manufacturing cost of wind power equipment.",2011,E02D  27/42; E02D  27/52
339208632,CN201120129170U,Deviation rectification fixing system for offshore pile body,"The utility model relates to a deviation rectification fixing system for an offshore pile body. The deviation rectification fixing system comprises a base, a rotary framework, a rotary arm, a telescopic arm, a lateral pushing system and a movable clamping mechanism. The rotary framework is arranged on the base, and the rotary arm is supported on the rotary framework; one end of the telescopic arm is connected with the rotary arm, and the other end of the telescopic arm penetrates through the lateral thruster system, and when being pushed by the lateral pushing system, the telescopic arm together with the rotary arm makes swinging with the rotary framework as the fulcrum, and the clamping mechanism is arranged at the other end of the telescopic arm. The deviation rectification fixing system for the offshore pile body has larger deviation rectification range as the telescopic arm provided with a clamp is capable of swinging.",2011,F03D  11/04
339211684,CA20102756656,"FLOATING, ANCHORED INSTALLATION FOR ENERGY PRODUCTION","A floating, anchored installation (1) for energy production where the installation (1) comprises at least one windmill (4), and where the installation (1) is provided with at least one float driven pump (6).",2010,B63B2001/128; B63B2035/446; F03D  11/04; B63B  39/005; F03D   9/008; F03D  13/20; F03D  13/25; Y02E  10/72; Y02E  10/727; F03B  13/187; F03D   1/02; Y02E  10/38; B63B   1/107; F03B  13/18; F05B2240/93
339211902,CA20102756976,HIGH EFFICIENCY TURBINE AND METHOD OF GENERATING POWER,"The present invention is directed to a turbine comprising a pair of opposing end discs concentrically aligned with a central axis of the turbine and a plurality of blades extending between the end discs. At least one end discs is adapted for engaging with a generator for generating power. The plurality of blades rotates in a single direction when exposed to fluid flow and thereby rotates the pair of opposing end discs. The plurality of blades are interconnected by at least one faired ring oriented parallel to the pair of opposing end discs and intersecting the plurality of blades, wherein the at least one faired ring is in concentric alignment with the central axis. The present invention further comprises a method for generating power comprising engaging the turbine with a generator to create a turbine generator unit and deploying the turbine generator unit within a fluid flow.",2010,B63H   1/26; F01D   5/00; F01D   1/22; Y10S 415/907; F03B  17/06; F03B   3/12; F05B2250/15; F05B2250/25; F03B   3/121; F03B  13/10; F03D   3/06; F05B2240/97; F03B  17/063; Y02E  10/223; Y02E  10/28
339328153,GB20110016717,Thermal control apparatus,"An apparatus 10 suitable for the temporary thermal control of a water immersed structure, eg for use when welding the internal surface of a wind turbine tower (35, fig.4), comprises an insulating portion 12 and a connection arrangement 16 for releasably securing the insulating portion against a surface of a water immersed structure so that water is at least partially displaced from said surface by said insulating portion, such that heating of the structure to a desired temperature requires less energy. The insulating portion 12 may be supported by a base portion 14 which can be pressed against the structure eg by inflatable tubes or balloons (26, fig.3). The insulating portion 12 may comprise a wooden frame (18, fig.2) with outer and inner insulating layers. The connection arrangement 16 may comprise straps 30, magnets, suctions devices or brackets. A system (34, figs.4-6) of six apparatuses 10 linked together by straps 30 may be used to thermally control a number of points on the external surface of the structure.",2011,F05B2230/232; F03D   1/00; Y02E  10/72; F03D  13/10; F03D  80/50; B23K  37/00; F05B2260/80; B23K   9/32; Y02P  70/523; B23K   9/0061; Y02E  10/727
339328351,US20080337696,Turbine airfoil with non-parallel pin fins,"A turbine blade for use in a gas turbine engine having an internal serpentine flow cooling circuit with pin fins and trip strips to promote heat transfer for obtaining a thermally balanced blade sectional temperature distribution. The serpentine flow cooling circuit forms a 7-pass serpentine flow circuit from the leading edge, along the pressure side, through the trailing edge region, and then along the suction side. The serpentine flow circuit of the present invention is formed by a printing process without the need for a ceramic core and casting, and where the pin fins for all of the channels can be aligned perpendicular to the airfoil surface. The metallic and ceramic printing process can be used to form a single piece airfoil with all of the internal cooling passages and features as a single piece.",2008,F01D   5/187; F01D   5/20; F05D2230/20; F05D2250/314; B64C  11/00; B64C  27/46; F03B   3/12; F05D2260/22141; B63H   1/26; F05D2230/30; F01D   5/08; F01D   5/18; B63H   1/14; B63H   7/02; F03D  11/02; F04D  29/58; F05D2260/2212
339336890,RU20100115282,DROP-SHAPED WINDMILL,"FIELD: engines and pumps. ^ SUBSTANCE: windmill comprises streamlined body and turbine arranged in most thickened section. Said streamlined body consists of two parts: front and streamlined parts. Turbine has shaped vanes mounted vertically all along the circumference with mounting angle of 22.5 degrees in root section and up to 45 degrees in vane end sections and more, relative to streamlined body lengthwise section. Windmill comprises rod arranged in streamlined section for mounting bearing with gear whereon turbine seats. Windmill comprises streamlined part lock nut, front part rod, front part lock nut and discs to retain front and streamlined part shapes. Turbine serves to drive electric generator to produce electric power and to drive water propeller of watercraft. ^ EFFECT: higher efficiency and simplified operation. ^ 1 cl, 1 dwg",2010,B63H  13/00; Y02T  70/58; F03D   1/04; Y02E  10/70; Y02E  10/72; F03D   5/00
339337442,RU20100118008,FLOATING POWER PLANT,"FIELD: power industry. ^ SUBSTANCE: floating power plant includes two pontoons with parts tapering at the front connected between themselves by axis 14, at which there is a stabilising plate 15 and impeller 6 that has concave blades 32, connected to electric generators through horizontal shaft 7. After the axis 14 at longitudinal shaft 22 and support-thrust bearing 23 there fixed is a screw-propeller connected to electric generator 12 mounted at horizontal platform 13 connecting both pontoons through reducer 24 and vertical shaft 11. Vertical supports 26 attached to pontoons have piezoelectric film 29 with photoelectric converters 30 attached to it from above. ^ EFFECT: provision of possibility to use wind energy by power station, sheltering electric equipment from weather conditions and water flow control at impeller. ^ 2 cl, 3 dwg",2010,F03B   7/00; F03D   9/00; Y02E  10/223; Y02E  10/72
339384238,CN200980152500,NULL,NULL,2009,F03D   9/25; Y02E  10/465; Y02E  10/727; F03D   9/008; F03D   9/10; F03D  13/25; B63B  21/50; F03D   9/02; F03D   9/12; B63B2035/4466; Y02E  10/38; Y02E  60/16; F03B  13/00; F03D   9/007; Y02E  10/725; F05B2240/93
339394535,CN201120093358U,Device for canceling rotating torque force of floating wind driven generator,"The utility model relates to the technical field of wind driven generators and discloses a device for canceling rotating torque force of a floating wind driven generator, which mainly comprises a floating platform, wind driven generators arranged on the floating platform and seabed fixing piles connected with the floating platform, wherein two wind driven generators are arranged on the same floating platform; moreover, the floating platform is tied on the seabed fixing piles by ropes; relying on the rotating directions of the vanes of the two wind driven generators, the two wind driven generators have opposite directions, wherein one direction is clockwise and the other is anticlockwise. In this way, as the rotating speed and the output power energy of the two wind driven generators are about equal, the rotating torque force of the vanes can be mutually canceled; therefore, balance can be kept between the wind driven generators and the floating platform; therefore, building the wind driven generators and the floating platform on offshore or sublittroal sea to implement wind driven power generating becomes a simple, economic and practical method.",2011,Y02B  10/30; Y02E  10/72; F03D   9/25
339404459,US201113191655,Composite aerofoil,"A composite blade (26) comprises a three-dimensional arrangement of reinforcing fibers (58) and a matrix material (60) infiltrated around the three-dimensional arrangement of woven reinforcing fibers (60). The three-dimensional arrangement of woven reinforcing fibers (58) defines a plurality of cavities (56) within the aerofoil (28). The composite blade (26) comprises an aerofoil portion (38) and a root portion (36). The aerofoil portion (38) comprises a leading edge (44), a trailing edge (46), a concave pressure surface wall (50), a convex suction surface wall (52) and a tip (48). The aerofoil portion (36) comprises a plurality of webs (54) extending between, and being secured to, the concave pressure surface wall (50) and the convex suction surface wall (52) to produce a Warren girder structure. The three-dimensional arrangement of woven reinforcing fibers (58) are arranged to produce the concave pressure surface wall (50), the convex suction surface wall (52) and the plurality of webs (54). The matrix material (60) is an organic resin and the reinforcing fibers (58) comprise carbon fibers.",2011,B29D  99/0028; Y10T 442/2975; F01D   5/28; F05D2230/60; F05D2300/2261; F05D2300/44; Y10T 442/3195; F05D2250/20; F05D2250/293; B29L2031/08; F05C2201/025; F05D2300/603; F05D2300/612; B29C  70/222; Y02T  50/673; B29C  70/865; B32B   3/00; F01D   5/282; F05D2300/2283; Y02E  10/721; Y10T 442/20; F04D  29/38; F05D2300/614; Y02T  50/43; Y02T  50/672; D03D  25/005; F01D   5/14; F01D   5/147; B63H   1/26; D03D  11/00; F03B   3/12; F05D2240/301
339457109,US201013148144,Enhancing stiffness of wind turbine blades,Edgewise stiffness of a wind turbine blade is enhanced by arranging a tension element between anchor points at the ends of a load bearing member in the turbine blade such as a spar or a beam. The tension element is spaced away from the load bearing member on the trailing edge side of the load bearing member by struts and acts as a suspension cable. Several tension elements may be used and a similar tension element may be arranged on the leading edge side of the load bearing member.,2010,F03D   1/06; F05B2240/30; F03D   1/0683; F03D   1/065; F03D   1/0675; Y02E  10/721
339504065,GB20110016980,Axial flow turbine impeller - hydrospinna,"An axial flow water turbine has helical blades and may be used in ocean and river current turbines, either horizontally, or at an angle (inclined) to the surface so that the generator and gearbox are above the surface. The blades may be formed from a sheet of material, e.g. in a cardioid shape (see figure 1). The ends of the blades are then attached to hubs to give the required overall shape. The rotor may be fully submerged, or only partially submerged. The rotor may be used in either direction, and may also be used as a wind turbine, pump impeller, marine propeller or mixer.",2011,F05B2210/16; F03B  17/06; F03B   3/12; F05B2240/30; Y02E  10/721; F03B   3/126; Y02E  10/28; F03B  17/061; F03D   1/06; F03D   1/0608; F05B2250/25
339599827,CN201010194300,Configuration and layout scheme of tower bottom in-built transformation system device of offshore wind generating set,"The invention discloses the configuration and a layout scheme of a tower bottom in-built transformation system device of an offshore wind generating set. Aiming at the special environments of humidity offshore and salt spray corrosion and the like, considering the hoisting, maintaining, replacement and the like of each component, the transformation system device is selected and configured reasonably; vacuum pouring three-phase dry-type transformers are adopted for a main transformer and an auxiliary supply transformer, have small volumes, are dismountable and are convenient to replace; and a high-voltage tank and a low-voltage tank are configured centrally, and the volumes are reduced greatly. A central-type layout scheme is adopted, each tank is configured in parallel in a layering mode,the transformation system devices are centrally arranged in a tower cylinder, the space of the tower cylinder is utilized fully, the loss to the transformation system devices caused by the factors, such as humidity offshore, salt spray corrosion, lightening stroke and other external factors is avoided, the service life of the device is prolonged, the cost is reduced greatly, and the integral scheme has a compact structure and high practicability.",2010,F03D   9/00; H02B   1/04; H02B   1/30; E02B  17/0004; E02B2017/0091
339609478,CN201020629831U,Marine wind power plant,"The utility model relates to a marine wind power plant which is a multifunctional power plant. The marine wind power plant generates power through the using of the sea wave energy, the wind energy and the solar energy. A hydraulic turbine is arranged inside the marine wind power plant, and the influent wave drives the hydraulic turbine to vertically rotate in one direction. A wind turbine is arranged at the upper part of the marine wind power plant, and can vertically rotate in one direction under the action of wind energy. The wind energy and the sea wave energy drive a generator to operate through a vertical rotating shaft, and the generator is connected with the rotating shaft through a sliding device. A solar cell panel is arranged at the upper part of the marine wind power plant to convert the strongest sunlight rays into the electric energy. The power generated by the solar cell panel is converted into the electric energy the same as the power generated by the generator, and the electric energy is transmitted to a cable and then transmitted to the coast. The marine wind power plant is a marine floating power plant which is anchored at the bottom of the sea. The marine wind power plant moves along with the motion of wind, wave and tide current, but the marine wind power plant does not rotate. The self-rotation of the marine wind power plant is limited due to the special mechanical design and double-anchor fixing way. The power is transmitted to the coast through the cable.",2010,Y02E  10/74; F03B  13/26; F03D   9/00; Y02E  10/28; F03D   3/00; H02S  10/12
339609483,CN201120137977U,Special equipment for storing hot water energy of large wind power generator,"The utility model discloses special equipment for storing hot water energy of a large wind power generator, which belongs to the technical field of wind power. Fresh water in a heat reservoir is discontinuously heated at variable power by a large amount of unstable wind power; electric energy is converted into hot water of which the temperature is between 40 and 100 DEG C; the temperature of the hot water is kept for dozens of hours to 100 hours by temperature-keeping technology; and the hot water stored in the heat reservoir is stably and controllably output and used during the temperature-keeping period. The special equipment for storing hot water energy of the large wind power generator is simple and feasible, safe and reliable in use, environment-friendly, harmless and pollution-free, is a typical green energy source, can supply a large amount of high-temperature heat in a long distance so as to substitute traditional energy, such as coal, petroleum, natural gas and the like, and is applied to each aspect in production and life. The fresh water in the special heat reservoir is the fresh water from any rivers, lakes and the sea, so the source of the fresh water is rich. The heat reservoir has a large heat storing amount and can be circularly used. The special equipment also has the advantages of lower cost, more easiness in process and the like.",2011,Y02P  70/523; Y02E  10/72; F03D   9/02
339609487,CN201120122866U,Sectional type concrete wind power tower,"The utility model discloses a sectional type concrete wind power tower comprising a base and a tower body, wherein a mounting hole, a guide hole and a guide groove are preset on the top of the base; the tower body are divided into multiple tower segments along the height direction and are divided into multiple arc segment tower pieces and line segment tower pieces along the circumferential direction; a longitudinal anchoring steel bar and a guide steel bar are arranged at the lower part of the tower piece which is at the lowest part, longitudinal anchoring steel bars are arranged at the lower parts of the other tower pieces, planted bar mounting holes are preset at the upper parts of all the tower pieces; the anchoring steel bar and the guide steel bar at the lowest tower piece are inserted into the mounting hole and the guide hole which corresponds to the base for fixing; an anchoring steel bar of the tower piece on adjacent tower piece in the longitudinal direction is inserted into a mounting hole of the lower tower piece; a ring steel bar is arranged around the tower pieces in the horizontal direction, the ring steel bar is a pre-stressed steel bar with a closed structure at the end part, and ring steel bars of the adjacent tower pieces in the horizontal direction are buckled together and are connected in a penetrating way by a shear steel bar. The transportation of the wind power tower is convenient, the whole structure of the tower is made by concrete, and the manufacturing cost of a wind power generating device is effectively reduced.",2011,Y02E  10/72; F03D  13/20; Y02P  70/523
339620447,US20100817549,Wind turbine rotor blade joint,"A blade joint for joining a first blade segment and a second blade segment, each having an aerodynamic profile, in a rotor blade is disclosed. The blade joint includes a first joint segment and a second joint segment each having an outer surface, an inner surface, and a thickness therebetween. The outer surface of each joint segment has an aerodynamic profile. The first joint segment and the second joint segment each further have a joint interface end, a blade interface end, and a length therebetween. The joint interface end of the first joint segment and the joint interface end of the second joint segment are configured to couple the first joint segment and second joint segment together.",2010,B64C  11/16; F01D   5/14; B63H   1/26; F03D   1/0675; F01D   5/18; F05B2240/302; Y02E  10/721; F03D   1/0658; Y02P  70/523; F05B2230/60; Y02T  70/542
339652020,TW200594141335,Propeller and horizontal-shaft windmill,"This invention relates to a propeller, wherein the tip parts of the propeller blades of a horizontal-shaft windmill are tilted in the front direction of the propeller blades to form inclination parts. The inclination angle of the tilted parts is set within the range of 25 to 50 DEG relative to the longitudinal direction of the propeller blades.",2005,B64C  11/18; F03D  11/02; F05B2210/16; F05B2240/30; F05B2250/70; F03D   1/0608; F05B2240/221; B63H   1/26; Y02E  10/721
339675617,TW201099203506U,Planetary-type windsurfing mechanism and its device thereof,NULL,2010,F03D   3/005; Y02E  10/74; B63H   9/04; F03D   3/00; F03D   3/062; F05B2240/302; F03D   3/068; F03D  15/00; F05B2240/311; F05B2260/4031
339676650,TW20110201253U,Device of oceanic cultivation and energy generation,"This invention relates to a device of oceanic cultivation and energy generation. It includes a seaweed cultivation place, several fish cultivation portions, at least one working station and multiple power generating portions. The seaweed cultivation place and these fish cultivation portions are disposed at different levels vertically and separated each other. They are used for cultivating seaweed and different kinds of fishes. The working station and the power generating portion are connected with the seaweed cultivation place and these fish cultivation portions. The working station has an elevator for releasing or collecting fishes. Each power generating portion can convert wind, wave, or oceanic flow into the electricity that can be sent out. Therefore, this invention can reduce carbon dioxide. It is suitable in ocean for cultivating different kind of fishes. It can generate electricity and gaseous energy. In addition, the design of vertical stacked levels can save space.",2011,Y02E  10/38; A01K  61/00; F03B   1/00; F03D   9/00; Y02E  10/223; Y02E  10/72; F03B  13/14; Y02A  40/81; Y02P  60/64
339678505,TW201099214021U,Offshore compound type renewable energy power plant,NULL,2010,F03G   7/05; Y02E  10/34; F03D   9/00; Y02E  10/72
339681339,TW20110204841U,Device for offsetting rotation torsion of floating-type wind power generator,NULL,2011,B63B  35/44; F03D  11/04; Y02E  10/72; F03D   1/00
339770831,EP20110193317,Apparatus and method for operation of an off-shore wind turbine,"A method for operating an off-shore wind turbine and a wind-turbine (100) is provided. The off-shore wind turbine is at least temporarily situated in water (310) and includes a rotor with at least one rotor blade (108) and a pitch drive system (112) coupled to the at least one rotor blade. The pitch drive system is adapted for pitching the at least one rotor blade, wherein the wind turbine further includes a wind turbine control (200). The method includes determining at least one of a water condition; in dependence of the outcome of the determining, defining peak shaver settings; and pitching the at least one rotor blade according to the peak shaver settings. Furthermore, the wind turbine (100) has a sensor (302) adapted for measuring one of the water current speed, the water current direction and the water level at or close to the wind turbine.",2011,F03D   7/028; F03D   7/04; F03D   7/02; F05B2240/95; F03D   7/0224; Y02E  10/723; F05B2260/96
339808110,KR20110000346,WIND POWERED GENERATING SYSTEM FOR SHIP,"PURPOSE: A wind turbine system for a ship is provided to produce electricity from sea wind even during the anchorage of a ship and utilize the electricity for driving the ship. CONSTITUTION: A wind turbine system for a ship comprises a support installation unit(210), a generating unit(220), blades(230), and a direction control unit. The support installation unit is installed in a designated position by forming an installation hole The generating unit includes an outer rotator(224) and an inner stator(222) which are integrated inside a case(221) fixed to the support installation unit and generate electric power through the rotation. The blades are coupled to a rotary shaft on the upper and lower sides of the outer rotator and rotated by sea wind. The direction control unit changes the radius of the blade in order to prevent over-speed according to the changes of sea wind.",2011,F03D  11/00; F03D   3/00; F03D   1/02; F03D   1/04; Y02E  10/72; F03D   9/00; F05B2240/12; F05B2240/221; Y02E  10/74
339811907,US201113156654,Flow energy installation for converting kinetic flow energy to electrical energy,"A flow energy installation, in particular a wind power installation, having a housing which has a droplet-shaped cross section and can be adjusted about its vertical axis aligned with the flow direction, in particular the wind direction, wherein the housing has an inlet opening on the front face to an inner flow channel, which leads to at least one outlet opening which is arranged in particular at the side on the housing, and at least one axial incident-flow propeller is arranged in the flow channel, wherein the flow channel has boundary surfaces which run in a convex shape, in its inlet area adjacent to the inlet opening.",2011,F01D   1/02; F03D   1/02; F03D   1/04; F05B2240/133; F05B2250/501; F05B2240/40; Y02E  10/72; F03D   9/00; G09F  15/00; G09F   7/00; B63H  21/32; F03B  13/10; F05B2250/711; F03D   9/25
339813247,US201013202714,Anti-scour system,"Seabed scour about a seabed-mounted foundation or renewable energy device or anchor therefore, especially a wind-turbine monopile may be prevented or reduced by installing on or in the seabed area about the foundation or device an arrangement of interconnected sedimentation elements, which by virtue of the elemental structure or interconnective arrangement themselves do not cause or worsen seabed scour by substantially displacing seabed material on which the elements are placed. Elements having a specific gravity, either in situ or inherent, of substantially similar to the seabed material or mobilized seabed material in which they are placed are capable of achieving this. An ideal arrangement of elements (or mat) is one formed of used or discarded vehicle tires.",2010,E02B   3/12; E02B  17/00; E02B   3/00; F16L   1/16; E02B   3/126; F16L   1/123; E02B   3/122; E02D  29/09; E02B   3/04; E02B  17/0017; E02B2017/0091; Y02W  30/687; E02B   3/121; E02B2017/0065; E02B2201/04; E02D  27/52
339820905,EP20110193711,Offshore wind turbine and method of operating same,"A method for operating a wind turbine 10 erected in a body of water 2, comprising: measuring a frequency spectrum of vibrations of the wind turbine during operation; identifying at least one periodic component of said measured frequency spectrum, wherein said periodic component is associated with interaction of said body of water 2 and said wind turbine 10; and, operating at least one controller 36 of said wind turbine 10 so that water-induced vibrations are reduced.",2011,F03D   7/0296; H02P   9/04; F05B2260/96; Y02E  10/723; E02B2017/0091; F03D   7/04; F05B2240/95; F05B2270/334; E02B  17/00; F03D   7/02; F03D   7/042; H02P   9/00; H02P   9/008; E02B2017/0065; H02P2101/15
339821167,EP20110193848,System of anchoring and mooring of floating wind turbine towers and corresponding methods for towing and erecting thereof,"The present invention relates to a system of floating and weight-stabilized wind turbine towers 13 with separately floodable compartments and aerodynamic overwater encasement 19 and the appertaining semisubmersible mooring structures 3, 4, 8 including anchorage 5 on the seabed, a horizontally floating underwater mooring meshwork 2 and an actinomorphic buoy-cable-mooring 10, 11 to the wind turbine towers 13. Furthermore, this invention relates to a method to transport wind turbine towers from the manufacturing plants on-shore to the final off-shore destination (energy production sites) by towing the vented towers in a horizontal position with towboats. Finally, this invention includes the method to erect the wind turbine towers at the final destination, including the assembly of the wind turbines. The worldwide potentials of off-shore windfarming in deep waters to produce electricity in an ecologically and economically sound way in order both to satisfy men's requirements and to help to reduce the need to rely on critical fossil and nuclear resources being immense, it is believed that the present invention offers an option to meet these requirements.",2011,F03D  13/10; F03D  13/40; F05B2240/93; F05B2240/96; B63B  43/06; B63B  21/50; F03D   1/00; F03D  11/04; B63B  21/56; F05B2240/95; Y02P  70/523; Y02E  10/727; F03D  13/25
339843419,CN201110165594,Construction method and special transport and installation ship for marine transport and installation of wind-driven generator,"The invention relates to a construction method and a special transport and installation ship for the marine transport and installation of a wind-driven generator. The special transport and installation ship adopted in the construction method comprises a ship body, wherein the stem of the ship body is provided with an installation system and a ship body stem overlapping device; the installation system comprises an installation platform, a mounting bracket arranged on the installation platform and a jacking and fine tuning device, and the mounting bracket used for fixing the wind-driven generator in transport and installation processes; and the jacking and fine tuning device is used for positioning the wind-driven generator. According to the invention, the transport and installation ship isadopted to perform installation and integrates the functions of the marine transport and installation of the whole wind-driven generator, thus the marine transport and installation of the whole wind-driven generator can be directly performed without influences caused by wind waves; and a special transport ship is not required to be used for transporting the wind-driven generator to an installation site, and a marine platform or a giant hoisting machine on a special crane ship is not required to be used for installation thus the construction and use cost is low.",2011,Y02E  10/727; B63B  35/00; F03D  11/04
339847492,CN200980154863,NULL,NULL,2009,B63B2035/446; F03D  80/00; F03D  80/85; F05B2240/95; B63B  21/50; F03D  13/25; F03D   1/00; F03D  80/50; Y02E  10/727; F03D   9/25; Y02E  10/38; F03D  13/10; F03D  13/40; B63B  35/44; F05B2240/93; Y02E  10/725
339975374,ES20070008467T,BASAMENTO PARA UN PARQUE EOLICO MARINO CON AL MENOS UN PASO DE CABLE MARINO.,"Basamento para un parque eÛlico marino con al menos un paso de cable marino, caracterizado porque el paso de cable marino se encuentra a una altura h en el intervalo de aproximadamente desde 3,5 hasta aproximadamente 5 m sobre el fondo marino (20).",2007,F03D  13/22; H02G   3/22; F03D  11/00; B63B  21/00; F05B2240/95; H02G   1/10; H02G   9/02; F03D  11/04; E02B  17/00; E02B2017/0095; E02D  27/52; F03D  80/00; E02D  27/42; F03D   1/00; F03D  13/25; Y02E  10/727
339976267,CA20102759575,EXTRACTING WAVE ENERGY IN A WIND TURBINE INSTALLATION,A controller for a floating wind turbine is adapted to cause the wind turbine to extract energy from wave-induced motion of the turbine. The controller controls the rotor speed of the turbine by controlling the torque of the load presented to the rotor such that the rotor speed varies in response to wave-induced motion.,2010,F03D   7/02; F03D   7/042; F03D  13/25; Y02E  10/723; B63B  39/062; F03D   7/04; F05B2240/93; F03D   7/0276; Y02E  10/38; Y02E  10/727; F03D   7/0272
339984079,GB20110017887,Gangway for an offshore structure,"A gangway 30 for accessing an offshore structure, such as a wind turbine, from water level comprises an upper end for connecting to a deck level 28 of the offshore structure; a lower end for providing access to the gangway from a vessel at water level and walkways 32, 34 that extend from the upper end to the lower end in zig-zag fashion with the centre of gravity of the walkways horizontally offset from the upper end; wherein the walkways are arranged to rotate relative to one another such that the gangway may be moved between an extended configuration and a retracted configuration. The gangway further comprises a coupling 42 connected to the lower end for connection to a generally vertical element 10 of the offshore structure to permit vertical movement of the lower end relative to the offshore structure but prevent any horizontal movement. A method of manufacturing the gangway is also claimed.",2011,E02B2017/0039; E02B2017/0091; F03D  11/04; B63B  27/14; E02B  17/0004; E02B2017/006; E02B2017/0047; E02B  17/027; E01D  15/24; E02B  17/0008; F03D  13/20
340120069,FR20110056463,SUPPORT FLOTTANT POUR UNE STRUCTURE OFFSHORE TELLE QUE NOTAMMENT UNE EOLIENNE,"Ce support flottant (1) pour structure offshore telle que notamment une Èolienne, du type comportant des moyens en forme de m‚t de support (2) dont la partie supÈrieure est associÈe ‡ la structure et dont la partie infÈrieure est associÈe ‡ des moyens en forme de flotteur (3), est caractÈrisÈ en ce que les moyens en forme de flotteur (3) comprennent des moyens en forme de cage (9, 10, 11) de rÈception de caissons de flottabilitÈ.",2011,B63B  35/44; B63B   3/06; B63B   5/24; B63B   1/107; B63B  35/4406; B63B2001/128; B63B2035/446; B63B2005/245; B63B   1/125; B63B  35/38; Y02E  10/727
340146645,JP20070535262,NULL,NULL,2005,E02B2017/0091; Y02P  60/64; B63B2021/505; F03D  13/22; B63B  21/502; B63B  35/00; B63B2035/446; F03D  13/10; Y02A  40/826; Y02E  10/727; F05B2240/95; E02D  27/52; A01K  61/00; A01K  61/60
340173571,CN200980141637,A vessel for transporting wind turbines and methods thereof,"A vessel (100) having the capability of storing, transporting, and installing between one and ten wind turbines is provided. Such a vessel (100) includes a hull (103) having a hull periphery. The vessel (100) further includes at least two rear jack-up legs (133, 136), and at least one forward jack-up leg (139), movably attached to the hull (103), as well as a jacking mechanism connected to each of the jack-up legs (133, 136, 139) for elevating and lowering each jack-up leg (133, 136, 139) relative to the hull (103) between elevated and lowered positions. The vessel (100) also includes at least two rear azimuthing thrusters (124, 127) affixed to a lower side of the transom; and at least one front azimuthing thruster (130) affixed to a lower side of the bow. The vessel further includes at least four, preferably at least six, wind-turbine-column foundations (225), and at least two wind-turbine-blade brackets (220) individually mounted to the side of the transport vessel.",2009,B63B  35/00; B63B  35/003; Y02E  10/727
340179418,CN201120068062U,Final-stage parallel speed increasing device of high-power gearbox of wind power generator,"The utility model relates to a final-stage parallel speed increasing device of a high-power gearbox of a wind power generator, which comprises a rear box. An output gear shaft and an inner spline shaft which are parallel to each other are arranged in the rear box, a large gear is arranged on the inner spline shaft, and the inner spline shaft is sleeved onto a pipe shaft in a floating manner. The final-stage parallel-speeding device is characterized in that one end of the rear box is connected with a box at the last stage, the other end of the rear box is provided with a rear end cap consisting of an upper box cover and a lower box cover, a bearing block for mounting of the output gear shaft, the inner spline shaft and the pipe shaft is arranged on a joint surface of the upper box cover and the lower box cover, the upper box cover and the lower box cover are closely connected with the rear box through a positioning pin and a thread fastener, the output gear shaft and the front end of the inner spline shaft are mounted on the rear box through a bearing, the output gear shaft, the inner spline shaft and the rear end of the pipe shaft are mounted on the bearing block between the upper box cover and the lower box cover through a bearing, and an output end of the output gear shaft and an end of the pipe shaft penetrate out of the rear end cap.",2011,F16H  57/04; F16H  37/041; F16H  57/02; F03D  11/00; Y02E  10/722
340188304,DE20101030694,"Device for carrying out work in e.g. off-shore wind power plant, has individual modules formed independent of each other, where modules include own supply of machinery, equipment and control device","The device has individual modules (2) that are formed independent of each other, where the modules include own supply of a machinery, an equipment and a control device. The modules are constructed from various sectors for buoyancy tanks and storage areas. Watertight spaces are provided for the machinery, the equipment, the control device, a connecting and coupling system (3) and/or replaceable platform elements. The modules are interconnected by releasable clutches. The modules are provided in adaptable bottom segments at a circumference and cross-section of an off-shore building (1). An independent claim is also included for a method for positioning of a work platform at off-shore buildings.",2010,E02B   9/00; E04H   5/02; F03D  11/04; B63B  35/003; B63B  35/44; Y02B  10/30; B63B2035/446; E02B  17/0034; B63B  75/00; E21B  15/04; E02B  17/00; E04H  12/00
340247281,EP20110796607,"OFFSHORE FACILITY, IN PARTICULAR WIND TURBINE",NULL,2011,E02D  27/42; E02B2017/0091; E02D  27/425; E02D  27/52; F05B2240/95; F03D  11/04; Y02E  10/727; E02B  17/027; E02B2017/0078; F03D  13/22
340247551,EP20110796742,INSTALLATION AND METHOD FOR EXPLOITING WIND ENERGY,NULL,2011,B63B  21/507; B63B2035/446; F03D   7/048; F03D  13/22; B63B  35/44; F05B2240/95; B63B  21/50; F03D  17/00; B63B  22/02; F05B2240/93; F05B2240/96; B63B  39/02; B63H  15/00; B63H  25/42; F03D   9/00; F03D  13/25; F03D   9/257; Y02E  10/727; B63H  25/00; F03D  11/04
340249944,LT20100000052,ENERGY FREE FLOATING PLATFORM AND ITS WHEEL SYSTEM,"The purpose of this invention is a specially designed highly mobile floating system of average dimensions, absolutely independent energetically, designed for staying, living, or performing some activity by the people on the water media, for example,on the river, lake, sea or ocean, especially not far away from the water media coast. This floating system is operating not only in water media, but also has the possibility to land/draw onto any unforeseen shore, and also to move/drive on the land surface. Mobility of such floating system on land is ensured by specially set wheel groups controlled electrically or mechanically. Such floating system is also completely energetically independent, i.e. fully autonomous. The roof of the erection located in the central part of the floating system is covered by solar panels, vertical generators are mounted at the deck borders, vane water flow and wave hydrogenerators which can be raised/lowered are placed in the deck spaces along the transversalline, mini hydro",2010,B63B  35/58; B63B   9/00; B63B  35/44; E02B   3/00; B63B  35/00; Y02B  10/30; E01D  15/00; Y02E  10/727
340257810,EP20110195822,Wind turbine - floating platform assembly and method for orienting said assembly,"The invention allows orientation of the platform (1) in order to obtain conditions of maximum efficiency in the wind turbine (16). It comprises first sensors (8) for detecting an effective rotation axis angle (¥) formed between the rotation axis (2) and a horizontal plane (24); second sensors (9) for detecting wind direction (23); platform orientation means (11) for modifying the effective rotation axis angle (¥); and at least one control unit (12) adapted for receiving a first input (13) from the first sensors (8) and a second input (14) from the second sensors (9) and, based on said inputs (13, 14), transmitting orders to the platform orientation means (11) and yaw mechanism.",2011,F05B2270/326; F03D   7/02; F03D  13/25; F03D   7/0204; F05B2270/33; F05B2240/93; F05B2270/18; Y02E  10/723; B63B  39/02; F05B2270/321; Y02E  10/727
340289224,US200913131620,Blade pitch control in a wind turbine installation,"The present invention relates to a blade pitch controller for a floating wind turbine structure, wherein the floating wind turbine structure may include a support structure supporting a rotor having a number of blades. The controller may include standard blade pitch control means and active damping means. The standard blade pitch control means is arranged to control a blade pitch using a transfer function between a rotor speed error and the blade pitch. The active damping means is arranged to further control the blade pitch on the basis of a speed of a point on the wind turbine structure by converting the speed of a point on the wind turbine structure into a rotor speed error and using the same transfer function that is used in the standard blade pitch control means to convert the rotor speed error into a correction to the blade pitch.",2009,F05B2240/93; F03D   7/0276; F03D   7/0296; F05B2270/328; F03D   7/043; F05B2260/96; F05B2270/304; H02P   9/04; Y02E  10/723; F03D   7/0224; F03D   7/04; F03D   7/022; F05B2270/101; F05B2270/327; F03D  13/20; F03D  13/25; Y02E  10/727
340298412,CN201110202658,Tower-drum structure suitable for ocean engineering and installation method thereof,"The invention discloses a tower-drum structure suitable for ocean engineering and an installation method thereof, which are used for solving the problems of high installation and construction operation difficulty and high transportation and installation costs existing in the conventional tower-drum structure. The tower-drum structure comprises a concrete gravity foundation pedestal, a foundation tray, a guide pipe and a tower drum, wherein an injection pipe is arranged inside the guide pipe; the tower drum is sleeved on the outer side of the guide pipe; and the bottom edge of the tower drum is arranged in a tower drum collar of the concrete gravity foundation pedestal. The tower-drum structure has a simple structure, and is convenient to install; the requirement on the bearing force of a natural soft soil foundation can be met by adjusting the size of the foundation tray; and overall water haulage is adopted, so that the installation cost can be reduced effectively. The invention is particularly suitable for tower-drum structures such as sea areas with large water depths, wind generator sets and tide generator sets on soft soil foundations, and the like.",2011,E02D  27/52; E02D  27/42; E04H  12/12; E04G  21/00; E04H  12/00
340298878,CN201110252179,Offshore wind and wave complementary generating system,"The invention discloses an offshore wind and wave complementary generating system and belongs to the technical field of energy development and utilization. The invention is used for overcoming a defect that a single offshore generating set is instable. The offshore wind and wave complementary generating system comprises a wind energy conversion device, a wave energy conversion device and a hydraulic conversion system, wherein the wind energy conversion device and the wave energy conversion device are respectively connected with the hydraulic conversion system; the wind energy conversion device is used for converting wind energy into mechanical energy and transmitting the mechanical energy to the hydraulic conversion system; the wave energy conversion device is used for converting wave energy into mechanical energy and transmitting the mechanical energy to the hydraulic conversion system; and the hydraulic conversion system serves as an energy conversion link and is used for convertingthe mechanical energy transmitted by the wind energy conversion device and the wave energy conversion device into hydraulic energy, superposing the hydraulic energy and driving a direct-drive generator to output electric energy. The stability of the output power of the offshore generating system is obviously improved.",2011,F03D   9/00; Y02E  10/72; F03B  13/22; Y02E  10/38; F03D  11/02; F03D  11/00
340298889,CN201110211332,Method for supporting tower outer ladder of wind generating set and adjustable supporting device,"The invention relates to a method for supporting tower outer ladder of wind generating set and an adjustable supporting device. A fixed stairway and the adjustable supporter are combined to form a floating supporter, and by utilizing the adjustability of the floating supporter, and according to the different conditions of foundation of an external wind power generating set stairway, the method adjusts the floating supporter, so that the floating supporter can be steadily supported on the foundation of the external wind power generating set stairway. The floating supporter is a bi-directionally adjustable supporter which is connected to the end part of a vertical external wind power generating set stairway plate, and can be rotated and extended, the rotatable part of the adjustable supporter can be directly rotated to be adapted to a different foundation-extended face, the extendable part of the adjustable supporter can be adjusted to adjust the height of the whole stairway when the foundation height is ununiform, and the bi-directional adjustment mode for angle and height ensures that different foundations and stairways can be in reasonable and safe contact.",2011,F03D  13/20; E04F  11/022; Y02E  10/72; E04F  11/025
340309440,CN201020539574U,Offshore floating type wind power device,"An offshore floating type wind power device comprises propeller shafts, propeller blades, chains, guide rails, balance support hubs, propeller hubs, balance supports, sprockets, a framework, a float, a generator, spindles, driving shafts and a crossbeam. The propeller blades can freely rotate from 100 degrees to 120 degrees, two ends of each propeller blade and two ends of each propeller shaft are movably connected with the chains and are arranged and move inside the guide rails, the guide rails are fixedly connected with the framework, and two ends of each balance support are respectively connected with the front propeller shaft and the rear propeller shaft, so that the propeller blades cannot be overturned during operation. The generator driving shafts are connected with the sprockets, and the float is mounted on the lower side of the framework and can sink or float when necessary. The propeller blades, the propeller shafts, the chains, the sprockets and the driving shafts operate simultaneously to drive the generator to generate electric power. The offshore floating type wind power device omits a tower, and greatly reduces wind power cost.",2010,F03D   9/00; F03D   5/04; Y02E  10/725; Y02E  10/70
340309450,CN201020218185U,Transformation system equipment built in tower bottom of marine wind generating set,"The utility model discloses relates to the field of wind power generation, and provides transformation system equipment built in a tower bottom of a marine wind generating set. Aiming at special marine environments such as humidity, salt-spray fog corrosion and the like, the transformation system equipment adopts an integrated arrangement scheme, that is, all cabinet bodies are arranged side by side in a layered manner, so that all the transformation system equipment is centralized in a tower, the internal space of the tower is fully used, damage to the transformation system equipment caused by marine humidity, salt-spray fog corrosion, lightning stroke and other external factors can be avoided effectively, the service life of the transformation system equipment is prolonged, the cost is greatly reduced, the integral structure of the scheme is compact, and the practicability is high.",2010,H02B   1/04; Y02E  10/72; F03D  11/00; F03D  80/82; F05B2240/95
340312070,CN201120202169U,Tsunami warning device for supplying electricity to image sensor by wind power generation system,"The utility model relates to a tsunami warning device for supplying electricity to an image sensor by a wind power generation system, which belongs to the technical field of new energy resource Internet of things. The wind power generation system and the tsunami warning device are arranged on a hollow floating tube of the tsunami warning device floating on the sea level, a heavy object voltage stabilizing cabin is arranged at the lower part of the hollow floating tube, a lithium ion energy storage battery is placed in the cabin to be used as a cabin pressing heavy object, the wind power blows a wind power generator to generate current, the current is input into a controller through a conducting wire of a wind power hollow strut to be regulated and then supplies electricity to a wireless emitter and an image sensor arranged on an electric turntable through a conducting wire passing through the image transmitting hollow strut, the image sensor collects seascape images on the sea level and converts the seascape images into digital signals to be transmitted into the wireless emitter, electric signals are sent to a tsunami early warning center through a wireless emitting antenna, and the tsunami early warning center processes the information and gives out warning. The current can also be input into the lithium ion storage battery to realize the charging and the discharging according to requirements.",2011,Y02A  50/12; Y02E  10/723; Y02E  10/725; F03D   9/00; G08B  21/10; F03D   7/02
340314777,EP20110797294,RENEWABLE ENERGY TYPE ELECTRIC POWER GENERATION DEVICE,"It is intended to provide a power generating apparatus of renewable energy type which is capable of maintaining an oil temperature of a hydraulic transmission at an appropriate temperature. One aspect of the present invention is a power generating apparatus of renewable energy type which generates power from a renewable energy source. The power generating apparatus may include, but is not limited to: a rotating shaft which is driven by the renewable energy source; a hydraulic pump which is driven by the rotating shaft; a hydraulic motor which is driven by operating oil supplied from the hydraulic pump; a generator which is coupled to the hydraulic motor; an oil line which is connected to the hydraulic pump and the hydraulic motor and which circulates the operating oil between the hydraulic pump and the hydraulic motor; an oil cooler which is connected to the oil line and which cools the operating oil by heat exchange with a cooling medium; a cooling-medium line which supplies the cooling medium to the oil cooler; a bypass line which diverges from at least one of the oil line and the cooling-medium line and merges into said at least one of the oil line and the cooling-medium line to bypass the oil cooler; and a flow regulating valve which is provided in said at least one of the oil line and the cooling-medium line that is arranged between a diverging point and a merging point of the bypass line and which regulates a flow rate of at least one of the operating oil and the cooling medium flowing into the oil cooler.",2011,Y02E  10/721; Y02E  10/727; F03D   9/25; F03D   9/28; Y02P  80/158; F03D  15/20; F03D  13/25; F03D   9/02; F03D  80/70; F05B2260/20; F05B2260/406; Y02E  10/725; F03D   1/06; F03D   9/00; F03D  80/60
340430079,US20090418459,Turbine blade with showerhead film cooling holes,"A turbine rotor blade with a showerhead arrangement of film cooling air for cooling the leading edge of the airfoil, where the film cooling holes each includes a tear drop shaped opening that extends in a radial direction of the airfoil from the film hole breakout and functions to spread out the film layer of cooling air that is ejected from the holes so that a hot streak between holes along the pressure side row and the suction side row of film holes does not occur. The tear drop shaped opening have a shallow depth and include a divider wall extend down the middle to divide the opening.",2009,F01D   5/08; F01D   5/18; F01D   5/28; B63H   7/00; F01D   5/14; F01D   5/186; F05D2260/202; B64C  11/00; B63H   1/14; F03D  11/02; F04D  29/58; F05D2240/121; F05D2240/303; F05D2250/14; F05D2260/201
340430783,FR20110002866,"Retractable rotor for e.g. machine, has radial shaped boxes, each arranged with centrifugal deployment units with regard to longitudinal axis, where relative flow of fluid to boxes generates bearing pressure on boxes","The rotor has a set of radial shaped boxes (2, 3), a set of peripheral connection elements (4) and a radial connection element (5), where the boxes are arranged in a flexible manner, and the rotor is put into rotation in a direction of rotation (omega) around a longitudinal axis (X). Each of the radial shaped boxes is arranged with centrifugal deployment units with regard to the longitudinal axis and number of revolutions of the rotor. Overpressure in interior volume of the boxes is determined, and relative flow of fluid to the boxes generates bearing pressure on the boxes.",2011,F03B   7/00; B63H   1/14; F04D  29/18; B64C  11/006; B64C  11/00; F03D   1/06; Y02E  10/721
340450805,CN200980153218,Blade pitch control in a wind turbine installation,"The present invention relates to a blade pitch controller for a floating wind turbine structure, wherein the floating wind turbine structure comprises a support structure supporting a rotor having a plurality of blades. The controller comprises standard blade pitch control means and active damping means. The standard blade pitch control means is arranged to control a blade pitch using a transfer function between a rotor speed error and the blade pitch. The active damping means is arranged to further control the blade pitch on the basis of a speed of a point on the wind turbine structure by converting the speed of a point on the wind turbine structure into a rotor speed error and using the same transfer function that is used in the standard blade pitch control means to convert the rotor speed error into a correction to the blade pitch.",2009,F03D   7/0224; Y02E  10/723; F03D   7/043; F05B2260/96; F05B2270/328; F03D   7/0296; F03D   7/04; F05B2270/304; F03D   7/0276; F05B2240/93; F05B2270/101; F03D   7/02; F03D  13/20; F03D  13/25; Y02E  10/727; F03D   7/022; F05B2270/327
340453023,CN201120170955U,Salt mist filter ventilating device for marine or offshore wind-driven generator cabin,"The utility model relates to a salt mist filter ventilating device for a marine or offshore wind-driven generator cabin, which mainly comprises a shell, a steam separator, a salt mist filter and a fan. An air inlet and an air outlet are arranged on the shell, and the steam separator, the salt mist filter and the fan are fixed into the shell. Moisture air with salt mist out of the cabin is led into the cabin by the centrifugal fan after steam and the salt mist are filtered, accordingly, filtered clean air is filled in the cabin, micro-positive pressure is formed by the inside and the outside of the cabin, external moisture air with salt mist cannot enter the cabin, equipment inside the cabin is effectively prevented from being corroded by the salt mist, and the service life of the equipment in the cabin is prolonged. The salt mist filter ventilating device can be widely applied into marine or offshore wind-driven generator cabins.",2011,B01D  50/00; F03D  11/00
340470230,KR20100041708,Power generating apparatus for ship and ship including the same,"PURPOSE: A marine development apparatus and a ship including the same are provided to create electricity using up and down motion of a hull and to use the electricity which is created in a ship. CONSTITUTION: A marine development apparatus comprises a chamber(40), a first duct(51), a first valve(52), a first generator(53), a second duct(61), a second valve(62), and second generator(63). The chamber is installed inside a hull and is opened to the lower side of the hull. The first duct communicates the inside of the chamber and the outside of the hull. The first valve transfers inside fluid of the first duct from the chamber to the outside of the hull. The first generator changes kinetic energy of fluid which moves in the inner side of the first duct into electrical energy. The second duct communicates the inside of the chamber and the outside of the hull. The second valve transfers inside fluid of the second duct from the outside of the hull to the chamber. The second generator changes kinetic energy of fluid which moves in the inner side of the second duct into electrical energy.",2010,B63J2003/007; B63J   3/00; B63J  99/00; F03D   5/00; Y02E  10/70; B63J   2/02; B63J   3/04
340470386,KR20100041984,WIND POWER GENERATOR FLOATING TYPE,"PURPOSE: A floating wind power generator with a pose control unit using the local aerodynamic change of a blade is provided to control the pose of a wind power generator by smooth driving using an auxiliary power supply unit even if short or failure occurs on the supply line of a main power supply unit. CONSTITUTION: A floating wind power generator with a pose control unit using the local aerodynamic change of a blade comprises a rudder(10), an actuator, a controller, a pose control unit, and a sensor. The rudder is located on the end of a blade(1). The rudder rotates to the upper and lower parts of the blade. The rudder changes some of aerodynamic surface of the blade. The actuator is located in the blade. The actuator moves the rudder. The controller changes the aerodynamic surface of the blade by the rudder. The controller controls the driving of the actuator.",2010,F03D   7/02; Y02E  10/723; F03D   1/0658; F03D   7/04; F03D   7/043; F05B2260/96; F03D   7/0224; F03D   7/0264
340475040,KR20100046240,Offshore Wind Turbine Installation Vessel,"PURPOSE: A ship for installation of a marine wind turbine is provided to ensure firm support on the sea bottom by employing a rotary hydraulic actuator and a screw type jack-up leg and to reduce vibration against the flow of sea water. CONSTITUTION: A ship for installation of a marine wind turbine comprises a hull(10) a rotary hydraulic actuator(12), a screw type jack-up leg(14), a drilling spiral screw(16), an encoder, and a controller. The rotary hydraulic actuator is installed in the hull and driven with actuating pressure. The screw type jack-up leg receives the torque from the rotary hydraulic actuator and moves in the vertical direction to the hull. The drilling spiral screw is installed on the end of the screw type jack-up leg and driven with an actuating force. The encoder detects the rotation angle of the screw type jack-up leg. The controller drives the rotary hydraulic actuator, controls the vertical moving distance of the screw type jack-up leg according to the rotation angle of the screw type jack-up leg, and controls the operation of the drilling spiral screw.",2010,Y02E  10/727; F03D  13/22; F03D  11/00; B63B  35/44; F05B2240/95; B66F   3/08; E02B  17/08; E02B  17/0827
340475714,KR20100046944,Self Motivating Yacht,"PURPOSE: A self-powered yacht is provided to obtain power for operation by changing an energy obtaining method according to the surrounding status. CONSTITUTION: A self-powered yacht comprises a tube(1) providing buoyancy, a cabin(5) having a passenger room and a steering room, a roof(7) which covers the top of the cabin in the form of canopy, a first generation part which produces electric energy from the sun using a solar cell(9) installed on the exterior of the roof, a second generation part which produces electric energy from wind, a third generation part which produces electric energy from the ocean current, an electricity accumulation part which accumulates the electric energy obtained from the first to third generation parts, and a propeller which generates power using the current discharged from the electricity accumulation part.",2010,B63J  99/00; F05B2240/93; Y02E  10/50; F03D  11/00; H02S  10/00; H02S  99/00; Y02B  10/12; F03B  13/26; Y02E  10/28; B63B  34/00; B63B  35/73; F03D   9/007; Y02B  10/30
340476732,KR20100047918,Offshore wind power plant installing method and the power plant installed thereby,"PURPOSE: A sea wind power plant installing method and a power plant using the same is provided to improve the construction efficiency of a sea wind power plant by having a fixing process of a barge portion in the sea. CONSTITUTION: A sea wind power plant comprises a wind collecting tower unit(5) and a wind power generating(7). The wind collecting tower unit comprises a wind tunnel(21), a guide unit(23), a supporting frame(25) and a guide window(27). The wind tunnel is stand in an installation plane in order to be connected to the wind power generating and a plurality of guide holes(22) for the sea wind inflow is formed in the boundary surface. The guide unit comprises a plurality of wind collecting boards(26) arranged in the circumference of the air duct in the radial direction and a plurality of guide plates(28) separated between the wind collecting boards to the top and bottom. The supporting frame connects the air duct and the induced channel(29).",2010,E02D  27/52; F03B   1/04; F05B2240/93; F03D   1/04; F03D   9/00; F03D  11/04; F03D  13/25; Y02E  10/70; F03D   9/34; Y02E  10/725
340479646,KR20110030638,METHOD FOR CONSTRUCTING SHALLOW SEA OF SUCTION FILE FOR OFFSHORE BASE,"PURPOSE: A construction method of a suction pile for an offshore base is provided to install a suction pile even in shallow sea having a water depth lower than the height of the suction pile. CONSTITUTION: A construction method of a suction pile for an offshore base in shallow water is as follows. A suction pile(10) is transported to a target position and vertically piled in the seafloor. An outer water tank(20) having greater diameter and height than the suction pile is installed outside the suction pile and inserted into the seafloor by its weight. A water pump(30) provided in the outside water tank is operated to fill water in the outer water tank to a level for submerging the suction pile. A suction pump(11) provided in the suction pile is operated to insert the suction pile into the seafloor. An atmospheric pressure maintaining valve(60) is opened to maintain the same pressure inside and outside the outer water tank. The water pump is operated reversely to drain the water of the outer water tank when the water level is different inside and outside of the outer water tank. After completion of drainage, the atmospheric pressure maintaining valve is closed to block the flow of air into or out of the outer water tank. A pneumatic pump(40) is operated to increase the internal pneumatic pressure of the outer water tank so that the outer water tank is removed from the ground.",2011,H02K   7/183; F03D  11/04; E02D  27/52; Y02E  10/72; Y02T  70/5254
340480075,KR20110059416,SHAFT STRUTURE OF NONRESISTANCE AEROGENERATOR USING MAGNETIC LEVITATION,"PURPOSE: A rotary shaft structure of a nonresistance aerogenerator using a magnet is provided to reduce the axial load of a rotary shaft by floating the rotary shaft and keep a rotary vane rotating in a specific direction. CONSTITUTION: A rotary shaft structure of a nonresistance aerogenerator comprises rotary vanes(1), a generator(2), a rotary shaft part(3), and a torque transmission unit(4). The generator generates electricity from the torque generated by the rotary vanes. The rotary shaft part is coupled with the rotary vanes and transfers the torque generated by the rotary vanes to the generator. The rotary shaft part comprises a rotary shaft(31) which is rotated by the torque of the rotary vanes, a magnet unit(32) which floats and support the rotary shaft with the repulsive power of magnets with the same polarities, and a supporting unit which support a load perpendicular to the rotary shaft. The magnet unit includes an upper magnet part(321) which is fixed to the rotary shaft and rotated together with the rotary shaft and a lower magnet part(322) which is fixed to the supporting unit and floats the rotary shaft with the repulsive power to the upper magnet unit. The torque transmission unit delivers the torque of the rotary shaft to the generator.",2011,F03D   3/00; F03D  80/70; F05B2240/51; Y02E  10/74; F03D   3/005; F03D  11/00
340484459,US20100675294,Link pin exchanging device for wind turbine generator and link pin exchanging method,"A link pin exchanging device for a wind turbine generator that can efficiently carry out exchange of the link pin in the rotor hub, and a link pin exchanging method. The link pin exchanging device comprises an actuator for moving the link pin so that the link pin disengages from the link mechanism, and a reaction force receiving member for receiving a reaction force that acts on the actuator, independent from the wall surface of the rotor hub that intersects with the operating direction of the actuator.",2010,F03D  80/50; Y10T  29/49316; F03D  11/00; B21D  53/78; B63H   3/08; F03D   7/02; F03D   7/00; F03D   7/0224; F05B2230/80; F05B2260/79; Y10T  29/49826; Y02E  10/723; Y02E  10/721
340488382,EP20110799753,TRANSVERSE FLOW MARINE TURBINE WITH AUTONOMOUS STAGES,NULL,2011,F03B  13/264; F05B2240/13; F03B  17/06; F03B  13/10; F04D  13/00; Y02E  10/74; F03B  13/00; F05B2240/40; F03D   3/02; F03B  13/26; F03B  17/063; F05B2240/133; Y02E  10/28
340502727,RU20100121948,WIND-DRIVEN POWER PLANT WITH DARRIEUS ROTOR,"FIELD: power industry. ^ SUBSTANCE: wind-driven power plant includes rotor made in the form of vertical shaft with bent or straight blades attached to it by means of cross beams. Rotor shaft is suspended by means of a swivel on bearing, which is installed on lower side of plate from which tie rods are branched, the other ends of which are hitched through blocks and fixed on masts symmetrically located around the rotor. Each mast is fixed at least with two tie rods and anchors. Lower end of suspended rotor shaft is connected to shaft of energy receiver. Rotor shaft is loaded with longitudinal tension force which is taken at the top with radial thrust bearings of swivel, and at the bottom - with radial thrust bearings of shaft of energy receiver or an individual sleeve fixed with anchors. Blades are made in the form of tight fabric cover. Cover is made in the form of a sleeve with ribs of aerodynamic profile, which are arranged inside the sleeve. Ribs are attached along their perimetre to the cover material. Inner space of the cover is connected by means of air pipeline to compressed air source in order to maintain the specified excess pressure inside the blade. ^ EFFECT: reducing the weight and improving stability and reliability of the plant. ^ 5 cl, 5 dwg",2010,F03D   3/06; F03D   5/00; F03D  11/04; Y02E  10/70; Y02E  10/74; F03D  11/02
340551016,JP20090519739,???????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2008,F03D  11/04; F05B2230/6102; F05B2240/95; E02B  17/00; F03D   9/00; Y10T  29/49826; B66C  23/185; E02B   3/06; B63B  35/003; B66C  23/52; B63B  27/16; Y02P  70/523; B63B  35/00; F03D  13/10; Y02E  10/721; B63B  27/10; F03D   1/06; Y02E  10/727
340570749,AU20110200123,"Method of Providing a Foundation for an Elevated Mass, and Assembly of a Jacked-Up Platform and a Framed Template for Carrying Out the Method","Abstract The invention relates to an efficient method of providing a foundation for an elevated mass, such as the jacket of a wind mill, the foundation comprising a plurality of piles, driven into a substrate according to a geometric pattern. The method comprises providing an assembly of a jack-up platform and a framed template, the template having a plurality of interconnected sleeve guide members for receiving the piles, arranged according to the geometric pattern, and means for slidably moving it along the spud poles of the platform. The framed template is lowered along the spud poles from an in-operative position close to the deck of the platform towards the substrate, and piles driven into the substrate through the sleeve guide members of the template. The invention also relates to a framed template and to an assembly of a jack-up platform and a framed template, adapted for carrying out the method.",2011,E02D  27/42; E02B2017/0091; E02D   7/10; E02D  27/16; E02D  27/50; F03D  13/22; Y02E  10/727; E02D   7/02; F05B2240/95; E02D  27/52
340622434,CN201010220470,Annular wind power permanent magnetic direct-driven generator,"The invention discloses an annular wind power permanent magnetic direct-driven generator, which comprises a tower barrel, a pedestal, blades, a stator, a rotor, a bent pipe, a yawing bearing and a rectifying cover, wherein the blades are directly arranged on the rotor; the stator is connected with the bent pipe through a spoke; the bent pipe is arranged on the tower barrel through the yawing bearing; and the tower barrel is arranged on the pedestal. According to the generator, a wind wheel link and a cabin part are saved; the bent pipe is connected with the stator by adopting the spoke, so that air flow is facilitated, and the resistance of wind is reduced; and the single unit capacity of the permanent magnetic direct-driven generator unit can be easily improved, the cost of the unit is reduced, and quick development of the offshore wind power generation technology is promoted.",2010,F03D   9/25; Y02E  10/726; Y02P  70/523; F03D   1/00
340623301,CN201010223471,Assembly and disassembly device of weight balancing arm for testing wind power pitch bearing,"The invention discloses an assembly and disassembly device and an assembly and disassembly method of a weight balancing arm for testing a wind power pitch bearing. The device comprises a weight balancing arm assembling and disassembling device and a hydraulic control system, wherein a travelling wheel I and a travelling II are arranged on a fixed rail; a driving arm is arranged on a shaft of the travelling wheel I; a swing arm is arranged on a shaft of the travelling wheel II; a parallelogram mechanism is formed by a pull rod and a base; a lifting hydraulic cylinder is arranged between the base and the driving arm; an advancing and retreating hydraulic cylinder is arranged on a fixed support on a foundation through a lug shaft, and the head part of the advancing and retreating hydraulic cylinder is connected with the base; the hydraulic control system consists of an oil tank component, an oil supply system, an advancing and retreating oil cylinder hydraulic system and a lifting oil cylinder hydraulic system; the advancing and retreating oil cylinder hydraulic system is used for controlling the weight balancing arm to advance and retreat and making the assembly and disassembly device floated; and the lifting oil cylinder hydraulic system is used for controlling the assembly and disassembly device of the weight balancing arm to ascend and descend and keeping pressure, so that the synchronous action of the two hydraulic cylinders is ensured, and low pressure and system pressure in the lifting process can be switched for two times. The device and the method have the advantages of efficient, safe and automatic weight balancing arm assembling and disassembling processes.",2010,F15B  13/044; G01M  13/04
340637139,CN201080007295,Enhancing stiffness of wind turbine blades,Edgewise stiffness of a wind turbine blade is enhanced by arranging a tension element between anchor points at the ends of a load bearing member in the turbine blade such as a spar or a beam. The tension element is spaced away from the load bearing member on the trailing edge side of the load bearing member by struts and acts as a suspension cable. Several tension elements may be used and a similar tension element may be arranged on the leading edge side of the load bearing member.,2010,Y02E  10/721; F03D   1/0683; F05B2240/30; F03D   1/06; F03D   1/0675; F03D   1/065
340642690,CN201120153423U,Pedestal of a waterborne wind generator with a large-area base and a multi-column structure,"The utility model is a pedestal of a waterborne wind generator with a large-area base and a multi-column structure. The base is a flat board under a frame body; a vertical column post is disposed at the center of the upper surface of the base; a plurality of peripheral columns are disposed at the periphery on the upper surface of the base; a flat plate on the upper portion of the frame body is used as a top platform; the top platform is supported by the central column and the peripheral columns; a plurality of layers of central reinforcing beams for increasing the strength and rigidity of the columns are connected transversely between the columns at the central sections of the columns; the wind generator is fixed on the top platform by wind generator fixing screws. The pedestal can bear the offshore strong wind load, seawater corrosion and wave impacts; thereby the utility model solves the problems of soft soil pedestals including instable foundation and downwards settlement caused by low bearing capacity; and achieves the good effects of high efficiency, low construction cost, low investment and short construction period in the construction of a wind generator base.",2011,F03D  11/00; Y02B  10/30
340696268,AU20110201391,"Device and method for erecting at sea a large slender body, such as the monopile of a wind turbine","Abstract The invention relates to a method for erecting at sea a large slender body, such as the monopile of a wind turbine. The method comprises bringing the large slender body in a 5 substantially horizontal floating condition at least partly underneath the work deck of a platform, attaching a tension cable to the slender body, and pulling on the tension cable using fixations means and guiding means that are provided at an edge of the work deck and are connected to it to gradually bring the slender body in an erected position along the edge of the work deck. The slender body is optionally driven into the under water 10 bottom. The invention also relates to a device for performing the method. The method is reliable and obviates the use of large cranes. 20 30' 0 21G.22: 14 Al",2011,Y10T  29/53; B63B  35/28; E02D  27/42; Y10T  29/49826; B66C  13/02; E02B2017/0039; B63B  27/00; E02D  13/04; F05B2230/60; Y02E  10/727; E02B  17/027; E02B2017/0056; E02B2017/0065; F03D  13/10; B63B  21/50; Y02P  70/523; B63B   9/00; B63B  35/44; E02B2017/0091; E02D   7/00; E02D   7/20; F03D  13/22; F05B2240/95
340712550,EP20120305006,Floating support for an offshore structure such as a wind turbine,"The support (2) has a supporting mast (3) whose upper part is associated with a nacelle (4) of an offshore structure (1) and lower part is associated with floats (5) formed from metal tubes comprising cylindrical elongated metal tube portions (6-8). The floats comprise floating sleeves (10-12) fitted on the corresponding metal tube portions of the floats. The floating sleeves are formed of rings arranged on one another, where the rings are formed of elementary ring sectors. The floating sleeves are made of plastic material, and are arranged in an external envelope.",2012,B63B2005/245; F05B2250/231; B63B   1/107; B63B  35/44; F05B2240/95; F03D  11/04; B63B   3/06; B63B   9/06; F05B2240/40; Y02E  10/726; F05B2240/93; B63B2001/128; B63B2035/446; F03D  13/25; Y02E  10/727
340795874,DE20101032259,"Method for incorporating gravitational force foundation for wind energy plant, involves controlling fluidization and suction of sea bottom in manner that foundation structure is partially or completely immersed into bottom","The method involves transporting a foundation structure to an installation site, and conducting the structure at the installation site lowered to a sea bottom. The sea bottom is fluidized and sucked by the foundation structure. Fluidization and suction of the sea bottom is controlled in such a manner that the foundation structure is partially or completely immersed into the sea bottom while maintaining horizontal alignment and vertically of a central shaft (12) of the foundation structure.",2010,E02D  27/425; E02D  27/52; E02D  27/42; E02D  27/50
340797215,NL20112007504,WIND TURBINE INSTALLATION METHOD AND WIND TURBINE ASSEMBLY SUITABLE FOR USE IN SAID METHOD.,NULL,2011,F03D   1/06; Y02E  10/727; F03D   1/00; F05B2230/6102; Y02P  70/523; F03D  13/10; F03D  13/40; F03D   1/0658; F05B2240/95; Y02E  10/721; Y02E  10/726
340797860,EP20110804635,METHOD AND APPARATUS FOR HANDLING WIND TURBINE COMPONENTS DURING TRANSPORT AND ASSEMBLY,NULL,2011,F03D  13/20; F03D  13/40; F03D   9/257; E02B2017/0091; F03D   1/00; B66C   1/108; E02B2017/006; F03D  80/00; Y02E  10/726; F03D  13/22; B66C   1/10; E02B  17/00; F03D  13/25; Y10T  29/4932
340868107,CN201110161321,Offshore wind power station and method for building an offshore station,"The invention provides an offshore wind power station (1) and a method for building an offshore station. The offshore wind power station (1) comprises a foundation (2) including a bottom pale (3), a tube base (4) which is disposed on the bottom plate (3) and a superstructure (6) which is assembled on the tube base (4); functional units (7, 8) are installed on the superstructure (6); the characteristics are that the tube base (4) of the offshore wind power station (1) is preferably made of annular or annular segment shaped prefabricated concrete parts (15) which are dried to be clamped mutually and/ or relative to the bottom plate (3).",2009,F03D  13/22; E02B2017/0086; F03D  13/10; E02B2017/0065; E02D  27/42; Y02E  10/727; E02B2017/0091; F03D  11/04; F05B2240/95; E02B  17/0017; E02B  17/02; F03D   1/00; E02B  17/025; E02B2017/0078; E02D  27/425
340869506,CN201110296288,Offshore generating system,"The invention relates to an offshore generating system for utilizing renewable energy, and especially relates to a offshore generating system. Aiming at solving the problems of single form and low comprehensive utilization rate of ocean energy generating equipment, the invention provides the comprehensive offshore generating system which comprises an energy collecting device, a generating set, a working platform and a pile, wherein the energy collecting device comprises a wind power collecting device, a wave collecting device and a waterflow collecting device; and the generating set comprises a hydraulic system and a generator. The generating system provided by the invention has the advantages of high comprehensive utilization rate, high generating efficiency, no environment pollution, high energy utilization efficiency, low loss and good stability, and can be used for reducing the cost, effectively preventing critical components from being soaked in water throughout the year and further being subjected corrosion or leakage to cause equipment failure, and simultaneously facilitating the maintenance.",2011,F03B  13/14; F03B  13/22; F03D   9/25; F03B  13/00; Y02E  10/223; F03B   3/14; F03D  15/00; Y02E  10/38; F03D   3/06; Y02E  10/74
340869512,CN201110247773,Platform for transporting and mounting offshore wind turbine and amplitude variation device thereof,"The invention discloses an amplitude variation device, which is arranged on a platform for transporting and mounting an offshore wind turbine and comprises an active amplitude variation mechanism, wherein the active amplitude variation mechanism is provided with a horizontal support platform, a horizontal cross beam, a first stay bar and a second stay bar; the horizontal cross beam is positioned above the horizontal support platform and is used for vertically fixing a fan; the first stay bar and the second stay bar are arranged between the horizontal support platform and the horizontal cross beam and are arranged in parallel; the horizontal cross beam and the horizontal support platform are arranged in parallel; two ends of the first stay bar and the second stay bar are respectively hinged to the horizontal cross beam and the horizontal support platform; various hinge shafts are arranged in parallel; and the amplitude variation device also comprises an amplitude variation driving device for driving the first stay bar and the second stay bar to swing in the same plane. The active amplitude variation mechanism of the amplitude variation device is in a parallelogram mechanism; duringamplitude variation, the horizontal cross beam is always positioned in a horizontal state; the fan which is vertically positioned with the horizontal cross beam can be always positioned in a verticalstate; and stable hoisting and transferring and accurate mounting of the fan can be finished without assisted work of other engineering ships. The invention also discloses the platform for transporting and mounting the offshore wind turbine, which is provided with the amplitude variation device.",2011,F03D  11/04
340900516,CN201120193582U,Bearing foundation pile for marine large wind power generator and tower,"A bearing foundation pile for a marine large wind power generator and a tower comprises a main pile, branch piles and inner piles. Symmetric inclined downward branch pile holes are distributed on corresponding lateral walls of the tubular main pile with a conical tip at the top end from bottom to top, the branch pile holes on the adjacent lateral walls are equidistant, tail ends in the symmetric branch pile holes are folded into the branch piles with V-shaped wedge grooves in a central hole of the tubular main pile, the inner piles with wedge top ends are arranged on the branch piles with the V-shaped wedge grooves folded in the central hole of the main pile, the inner piles are matched with the V-shaped wedge grooves formed by folding the tail ends of the branch piles and a tubular hole of the main pile, and a V-shaped wedge groove at the tail end of each inner pile is matched with adjacent sides and the wedge top end of the inner pile on the upper branch pile. The bearing foundation pile has the advantages that the bearing capacity of the foundation pile is improved drastically, and the bearing foundation pile is simple in structure and convenient in popularization and application.",2011,E02D   5/30; E02D   5/52; E02D  27/42; E02D   5/48
340900632,CN201120097430U,Composite structure with fibre compound material barrel confining concrete-filled steel tube,"A composite structure with fibre compound material barrel confining concrete-filled steel tube is characterized by mainly comprising an external fibre compound material barrel (1), a first internal metal barrel (3) and first interlayer concrete (2); the external fibre compound material barrel (1) is adhered to the outer side face of the first internal metal barrel (3); and the first interlayer concrete (2) is located in the first metal internal barrel (3). The composite structure with fibre compound material barrel confining concrete-filled steel tube in the utility model has high bearing capacity and good durability and can not only be used for new structures, but also reinforce impaired concrete-filled steel tube members; further, the composite structure is particularly suitable to be used as pier and pile foundation in sea-crossing bridge, port engineering, ocean and offshore underground engineering structures and other erosive and open environments, or be used as strut member for wind power generation and high voltage power transmission, and pillar for high-pier bridge crossing valleys and high-rise buildings.",2011,E04B   1/30; E04G  23/02; E02D   5/22; E04H  12/12; E04C   3/34; E01D  19/02
340901334,CN201120233319U,Multi-layer tower barrel supporting device,"The utility model discloses a multi-layer tower barrel supporting device. End faces of a tower barrel are respectively provided with a flange. The multi-layer tower barrel supporting device is characterized by comprising two oppositely-arranged supports and at least two pairs of tower barrel bases, wherein the space between the supports is matched with the height of the tower barrel, the tower barrel bases are arranged longitudinally and used for supporting the tower barrel, each pair of the tower barrel base is arranged on the two supports in opposite mode, the space between longitudinal adjacent tower barrel bases is matched with the largest diameter of the tower barrel, and the tower barrel bases are in movable connection with the corresponding supports. The multi-layer tower barrel supporting structure improves transportation efficiency, greatly improves utilization rate of space and lowers transportation cost especially under the situations that sea transportation and the like are limited in transportation space. Simultaneously, the tower barrel bases and the supports are movably connected, thereby enabling loading and unloading to be more convenient and fast, effectively improving efficiency of loading and unloading of the tower barrel. Further, by means of a positioning mechanism and an adjusting mechanism, the safety performance of the supporting device is greatly improved.",2011,F03D  13/20; Y02E  10/72
340917496,AU20090328527,A hydroelectric turbine support system,"The present invention provides a hydroelectric turbine support system, and in particular the combination of a base on which the turbine is supported on the seabed during use, and a vessel used to transport the turbine and base to a deployment site, and which are designed to allow, when the system is docked at a quayside or the like, the base to contact the seabed during periods of low tide and to support the vessel thereon during such periods, without damage to either the base or the vessel.",2009,F03B  13/26; F03B  13/10; Y02E  10/38; B63B  35/44; F03B   7/00; F05B2240/91; F05B2260/02; Y02E  10/226; F03B  11/00; F03D  11/04; F03B  17/00; Y02E  10/28; F05B2240/90; F05B2240/97
340932738,GE1998AP03276,Electric Power Station,"1. Technical Result Increase in capability of development of natural resources. 2. Essence A device comprises a fastening element 1 with an anchor 2, a floating base in the form of a hollow water-wheel 3. On a shaft of the water-wheel 3 a shaft 6 of wind-wheel 5 is mounted coaxially. The wind-wheel and the water-wheel in combination act as a pair of electric generators. The geometry of water- and wind-wheels and their disposition condition the opposite rotation of wheels at any direction of water and air stream flow. 3. Field of Application Wind and hydraulic power engineering. 1 fig.",1998,F03D   9/00; Y02E  10/72
340982023,EP20110807716,FLOATING OFFSHORE WIND TURBINE WITH A SYSTEM OF ACTIVE STABILISATION OF THE INCLINATION OF THE NACELLE,NULL,2011,F05B2270/602; F05B2270/604; B63B2035/446; F05B2270/404; F03D   7/02; F03D   7/0204; F03D  13/25; Y02E  10/727; F05B2240/95; F05B2270/606; F05B2240/14; Y02E  10/723; B63B2017/0072; F03D   7/04; F05B2240/93
340992784,JP20110522545,NULL,NULL,2009,F03D   9/00; F03D  13/20; F03D  13/40; F05B2240/95; B63B  35/44; F03D   1/06; Y02E  10/721; F03D  13/10; Y02E  10/726; B63B  75/00; B63B  21/00; Y02E  10/727
340998998,EP20110807997,IMPROVEMENTS IN AND RELATING TO WIND FARMS,NULL,2011,F03D   9/00; Y02E  10/72; Y02E  10/763; F03D   9/257; H02J   3/386; F05B2240/95; H02J   3/38; H02J   3/40; H02J   3/46
341098874,EP20110809767,"WORKING SYSTEM FOR FLOATING STRUCTURE, FLOATING STRUCTURE, WORKING SHIP, AND WORKING METHOD FOR FLOATING STRUCTURE","[Summary] [Purpose] To provide a working system for a floating structure, a floating structure, a working ship, and a working method for a floating structure, whereby work such as installation or maintenance of the floating structure can be performed in a stable state. [Means for Attaining the Purpose] A working system 1 of the invention includes a floating type floating structure 2, and a working ship 3 configured to perform at least installation or maintenance of the floating structure 2. The floating structure 2 has a column section 4 whose peripheral surface is located at a waterline when the floating structure is floating, a ballast section 5 arranged below the column section 4, and a flange section 6 arranged at an intermediate portion of the column section 4. The working ship 3 has a gripping section 7 capable of engaging with the flange section 6, and a raising/lowering device 8 configured to raise and lower the floating structure 2. With the gripping section 7 of the working ship 3 engaged with the flange section 6 of the floating structure 2 in a floating state, the floating structure 2 and the working ship 3 are raised or lowered to secure the floating structure 2 to the working ship 3.",2011,B63B  22/20; B63B  35/00; B63B2001/044; B63B2035/446; F03D  13/10; B63B  35/44; Y02E  10/727; B63B  35/003; B63B  75/00; F05B2240/95; B63B2035/442; F03D   9/00; F03D  11/04; B63B  43/06; F03D  80/50; B63B   1/048; F03D  13/25
341137820,KR20100052003,Wind Turbine Installation Vessel,PURPOSE: A wind turbine installation vessel is provided to effectively decrease vortex shedding around a leg by alternately forming the large and small diameter units of the leg. CONSTITUTION: A wind turbine installation vessel comprises hull(10) and a plurality of legs(30). The leg is liftably installed on the hull vertically and the large and small diameter units of the leg are alternately formed in a length direction. A plurality of leg paths(12) are formed on the hull. The leg path is vertically extended and supplies a path for lifting each leg. The cross section of each leg path is the same that of the large diameter unit of each leg.,2010,F05B2230/50; F03D  11/00; B63B  21/00; B63B  35/44; Y02E  10/727
341139382,KR20100053235,FLOATING STRUCTURE FOR CONSTRUCTING WIND POWER PLANT,"PURPOSE: A floating structure for the installation of a wind power plant is provided to reduce costs and time required for the precise-processing of multiple legs. CONSTITUTION: A floating structure for the installation of a wind power plant comprises a ship body(110), multiple legs(120), and a lifting unit. A wind power plant is installed in the ship body. The legs are vertically moved in the ship body. When the legs are fixed to a sea bottom, the lifting unit ascends or descends the ship body along the legs. Multiple guide rollers are installed in the contact parts of the ship body and the legs and guide the movement of the ship body.",2010,F03D  13/22; B63B  35/44; F03D  13/20; F03D  11/04
341139687,KR20100053741,OMITTED,"PURPOSE: A vertical shaft type generation apparatus having a floating body rotated along the flowing direction of fluid using fluid power is provided to consecutively generate power even if the flowing direction of fluid is changed. CONSTITUTION: A vertical shaft type generation apparatus having a floating body rotated along the flowing direction of fluid using fluid power comprises a floating body(300), a main body(200), a main body mooring and rotating unit(260), a mooring cable(20), a mooring structure(10), and a mooring cable rotation support unit(30). The floating body is formed on the top surface of the main body. The main body mooring and rotating unit is formed on the bottom surface of the main body. The mooring cable is connected to the main body mooring and rotating unit. The mooring structure and the mooring cable rotation support unit are fixed to the sea bottom.",2010,F03B  11/066; F03B  13/22; F05B2220/32; F03B   3/145; F03B  17/02; F03B  17/06; F03D   9/008; F03B  13/264; F05B2240/92; F03B  13/18; F03B  13/26; Y02E  10/38; F05B2260/42; Y02E  10/28
341143331,KR20100057645,Electrical power generating device using heat of exhaustion gas of ship,"PURPOSE: An electrical power generating device using heat of an exhaustion gas of a ship is provided to help a user to throw a loop to the position of a victim without a throw apparatus while simplifying a structure and reducing volume. CONSTITUTION: In an electrical power generating device using heat of an exhaustion gas of a ship, a rescue rope comprises a weight plumb(20) and a cover The weight plumb is installed in the front of the rope. The cover has a buoyancy while being combined the rear side of the rope. The cover is composed of a plurality of expansion blades(30). At least one knot protrusion(12) is installed in the boundary surface of the rope. The fluorescent paint is coated in the surface of rope.",2010,B63H  21/32; F02G   5/02; Y02T  10/166; F03D  11/00; B63J  99/00; F03D   9/00
341227218,RO20110000546,UNIVERSAL TURBINE WITH MOBILE BLADES,"The invention relates to a universal turbine with mobile blades which is capable to convert both wind energy and water energy, i.e. surface rivers, ocean currents or tidal energy, into mechanical work. According to the invention, the turbine comprises a hub (), an aerodynamically profiled support arm (), a turbine shaft (), some blades () made of light materials, such as aluminium and impregnated textile material, and attached to some metal frames, and a thin steel limiting cable () which permits the blade () to open up to 90∞ as related to the support arm, where the air mass moving from left to right entrains some blades (), as well as those in the zone (), the turbine rotation motion being produced clockwise, and the turbine rotating in the same sense even when entrained by an air mass coming from the right, the compact design allowing two or four universal wind turbines to be mounted on a supporting pillar.",2011,Y02E  10/74; Y02E  10/28; F03D   3/06; F03B  17/06
341231580,CN201010237939,Installation and construction method of offshore wind power generation tower foundation and structure,"The invention provides an offshore wind power generation tower foundation and structure and an installation and construction method thereof. The offshore wind power generation tower foundation comprises a central pile and a plurality of satellite piles surrounding the central pile; a central structure node is arranged on the top of the central pile, while satellite structure nodes are arranged onthe tops of the satellite piles; components are connected between the central structure node and the satellite structure nodes and between the satellite structure nodes so as to form an offshore structure layer; a central column is arranged right above the top of the central pile, the central pile and the central column are connected by virtue of a structure node; a first structure node is arranged below the top of the central column, the first structure node and the satellite structure nodes are connected through an inclined column or an inclined cable so as to form a space symmetric structure of the wind power generation tower; and a second structure node is arranged on the top end of the central column, and is provided with wind power generation equipment. According to the invention, the functions of the tower are maintained, the cost of the tower is reduced, and the offshore wind power generation tower is installed and constructed in a shoal water or still water area which easily causes the stranding of a construction ship, by combining the existing conventional offshore construction equipment.",2010,E02D  27/12; E02D  27/42; E02D   7/00
341247818,US201013259752,Method and apparatus for cutting out balsa blanket parts,"Method and apparatus for cutting out balsa blanket parts comprising the following steps: providing on a surface of a conveyor (12) a row of balsa blankets (1) abutting each other end edge to end edge in butt areas at the joining stations (14.1-14.5); interjoining the balsa blankets (1) in the butt areas at the joining stations (14.1-14.5) to form a balsa blanket web; feeding the balsa blanket web in a direction of feed (F) to a cutting station (15) where the balsa blanket web is stepwise conveyed and cut through crosswise at positions to form the desired parts; providing a next row of balsa blankets on the surface of the conveyor when the rearmost end edge on the rearmost blanket of the balsa blanket web is at the last joining station (14.5), said blankets of the next row abutting each other end edge (4) to end edge (5) and the leading end edge of the foremost balsa blanket in the next row of balsa blankets abutting the rearmost end edge of the rearmost balsa blanket in the balsa blanket web; at the joining stations (14.1-14.5) interjoining the next row of the balsa blankets and joining it with the balsa blanket web in the butt areas.",2010,B27D   1/10; B32B  21/04; Y10T  83/0405; B32B  21/13; B32B  37/02; Y10T 156/1077; B27B  31/00; B63B   5/02; B32B  21/14; Y10T  83/6476; Y10T 156/1085; Y10T 156/1098; F03D   1/065; Y02E  10/721; Y10T 156/1079; B27B  25/00
341249208,US20090600494,Pitch drive apparatus of wind generator and wind generator,"The present invention provides a pitch drive apparatus of a wind generator and the wind generator constituted not to affect a main shaft or a gear box, and capable of preventing reliability from being deteriorated. The pitch drive apparatus includes a wind turbine blade (6) having a base portion (21) mounted so as to be turnable around an axis center L with respect to a rotor head (4), an electric drive member having an output shaft (19) mounted on the rotor head (4) so as to extend in a direction along the axis center (L), a lever (15) having one end fixed to the output shaft (19) and extending in a direction intersecting with the output shaft (19), and a connecting link (17) disposed so as to extend in a direction intersecting with the output shaft (19). One end of the connecting link (17) is rotatably mounted on a free end of the lever (15) and the other end of the connecting link (17) is rotatably mounted on a drive position P of the wind turbine blade (6).",2009,F03D   7/0224; F05B2260/76; F05B2260/79; F03D   7/04; B63H   3/00; H02P   9/04; Y02E  10/723; Y02E  10/721
341251293,US201113155791,Wind turbine blade shear web with spring flanges,A wind turbine blade has upper and lower shell members with a respective spar cap configured on an internal face of the shell members. A shear web extends between the spar caps along a longitudinal length of the blade. A connection assembly is configured between the transverse ends of the shear web and the spar caps. The connection assembly includes spring flange members that extend distally beyond the transverse ends of the shear web at opposite sides of the shear web so as to define a laterally extending float section. A bond paste layer is between the float sections and the spar cap and between the transverse end of the shear web and the spar cap as a result of compression of the spring flanges against the spar cap.,2011,B29C  65/52; B29C  66/721; B32B  37/14; Y02E  10/721; B29C  66/114; B29L2031/085; B29C  66/324; B29C  66/345; B32B  37/10; Y10T  29/49336; B29C  66/54; F03D  11/00; Y02P  70/523; Y10T  29/4998; B29C  65/48; B29C  66/5326; B29C  66/636; B29C  66/112; B32B  37/02; B32B  37/12; F01D   5/14; F03D   1/0683; F05B2260/96; B29C  66/131; B29C  66/43441
341310439,EP20120305085,Floating support for an off-shore structure,The support (1) has a mast forming unit (3) whose upper part is associated with an offshore structure and lower part is associated with float forming units (2) equipped with ballasting units allowing deballasting of the float forming units for towing the support and allowing ballasting of the float forming units to allow grounding of the support in position. The float forming units comprise receiving units (10) receiving concrete ballast blocks (14) to stabilize the support in a grounding position. The receiving units are in a form of cross-pieces comprising metallic wire meshes (13).,2012,B63B  21/50; E02B  17/027; Y02P  70/523; F03D  13/25; E02B  17/0818; F03D  13/22; F05B2250/21; E02B  17/00; E02B2017/0039; F03D   1/00; B63B2035/446; E02B  17/0004; E02B2017/0091; F05B2240/95; F05B2260/503; B63B  35/44; F05B2230/604; Y02E  10/727; E02B2017/0065; F03D  11/04; F03D  13/10
341400759,CN201010600808,Cryogenic process for separation of carbon dioxide from the atmosphere using a superconducting wind turbine,"A continuous cryogenic process for the separation and removal of carbon dioxide from the atmosphere using, in part, the existing cryocooling apparatus that is a component of the inventor's patented high temperature superconducting wind turbine electric generating and energy storage system. The proposed system is contained within a long, large, non-corrosive, open-ended, double-walled tubular-shaped vacuum or conventionally insulated dewar, which is cantilevered in two or more units from the wind turbine's steel tower. The major internal components consist of a large screen grid, a small screen filter, a low-speed electric turbo-style fan and, most importantly, a series of coated frost-free heat exchangers of differentiated design that freeze the carbon dioxide in the moving air into a form of flake-like dry ice which is then captured for potential reuse or underground sequestering.",2010,F03D   9/00; C01B  32/55; Y02E  10/72; B01D2257/504; Y02C  10/04; B01D   7/02; B01D2258/06; Y02C  10/06; B01D  53/002; B01D  53/62; F03D  80/00
341414507,CN201120263205U,Aerial generating system,"An aerial generating system fundamentally solves the problem that the existing generating system is restrained by the ground environment, and is characterized by comprising a hydrogen balloon carrier floating in the air, a generating set arranged on the hydrogen balloon carrier, and a cable connected with the generating set and transmitting electricity energy to the ground, wherein the hydrogen balloon carrier is in an aerofoil shape which has a round front part and a flat rear part, wind rudders are respectively arranged at two sides of the hydrogen balloon carrier, and a balance rudder is arranged at the rear side of the hydrogen balloon carrier; the generating set consists of a wind generating unit and a solar energy generating unit; the solar energy generating unit comprises a solar battery pack arranged on the upper surface of the hydrogen balloon carrier, the wind generating unit comprises a turbine blade arranged at the front side of the hydrogen balloon carrier, and a permanent magnet generator, and the turbine blade rotates by virtue of the wind power and transmits the rotating force to the permanent magnet generator through a turbine shaft so that the permanent magnet generator can generate the electricity energy. The aerial generating system can be applied to power supply in living areas and production areas as well as applied to aerial illumination, communication transmission, video monitoring and the like.",2011,H02S  10/12; F03D   9/00; F03D  11/00; Y02E  10/725; Y02P  70/523
341423667,DE20101050477,"Metal pipe for pillar for offshore wind turbine, has tubular pipe wall elements which are stuck together in parallel by using tubular fiber-reinforced plastic elements","The pipe has several tubular pipe wall elements (10) and several tubular fiber-reinforced plastic elements (12) which are arranged between two adjacent tubular pipe wall elements. The tubular pipe wall elements are stuck together in parallel by using the tubular fiber-reinforced plastic elements. The diameter of the tubular pipe wall element is different from the diameter of the tubular fiber-reinforced plastic element. Tubular linings (16,18) are provided at the inner side or outer side of the tubular pipe wall elements.",2010,F16L   9/19; F16L   9/14; F03D  11/04; E21B  17/00
341487910,GB20110021472,Pivoting deck vessel,"The present invention relates to a vessel 1 comprising a deck (6, Fig 1a) including a pivoting portion 8. The pivoting portion has a pivot end 10 connected to the rest of the deck by a pivot having its axis transverse to the bow to stern axis of the vessel. The pivoting portion can rotate about the bow to stern axis (32, Fig 3b) of the vessel and pivot about the axis transverse to the bow to stern axis. The vessel has a docking end 12, at or projecting beyond either the bow or the stern of the vessel, the docking end is distal to the pivot end, and is formed and arranged for connecting to a structure 18 in use of the vessel. The pivoting portion of the deck allows the vessel of the invention to connect with or dock to a structure, such as, for example the mast of an offshore wind turbine device and can allow safer transfer of personnel or equipment from the vessel to the structure.",2009,B63B   3/48; B63B  27/30; B63B2021/001; B63B  27/14; B63B  27/143
341489516,EP20120155135,Transport vessel of a wind turbine to an offshore site and method for its implementation,"The vessel has branches defining parallel shells, and a connecting bridge for connecting the branches. A set of rigid and vertical columns passes from one end to another end of the vessel and includes lower ends, where each end is provided with deformable connection unit i.e. sling, for connecting a complementary connection unit i.e. lifting point, carried by a foundation (1). The columns are moved in vertical direction according to requirement, so that a wind turbine (2) is guided and stabilized during downward movement and the columns transmit upward movement to the wind turbine. An independent claim is also included for a method for positioning a wind turbine on an offshore implantation site.",2012,F03D  13/22; B63B   1/121; B63B  35/003; F05B2240/95; B63B   1/12; B63B  35/00; F03D  13/10; F03D   1/00; F03D  11/04; F03D  13/40; Y02B  10/30; Y02E  10/727
341489720,EP20120155237,"Device for manufacturing a foundation for a mass located at height, associated method and assembly of the device and a jack-up platform","The invention relates to a device (1) for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework of a number of mutually connected guide tubes (2a,2b,2c,2d) arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise measuring means (25a,25b,25c,25d) adapted to determine the height of a pile present in the guide tubes. The invention also relates to a method and an assembly of a jack-up platform and the device.",2012,E02D  13/04; E02D  27/52; E02B2017/0039; E02B  17/00; E02B2017/0091
341495504,EP20120155261,"Device for manufacturing a foundation for a mass located at height, associated method and assembly of the device and a jack-up platform","The invention relates to a device for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework (1) of a number of mutually connected guide tubes (2a,2b,2c) arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise a mechanism (25a,25b,25c) with which at least an internal wall part of the guide tubes (2a,2b,2c) is displaceable in the radial direction of the guide tubes from a radially inward support position for the pile to a radially more outward position in which the internal wall part substantially releases the pile (13a,13b,13c). The invention also relates to a method and an assembly of a jack-up platform (10) and the device.",2012,E02B  17/02; E02B2017/0082; E02B2017/0039; E02D  27/52; E02B2017/0043; E02D  13/04; E02B  17/021
341498884,ES20090001019,CENTRAL ELECTRICA SOBRE UNA PLATAFORMA FLOTANTE SUMERGIDA.,"Central elÈctrica sobre una plataforma flotante sumergida, que consta de una estructura flotante (1) sumergida a una cierta profundidad, en donde queda amarrada mediante cables (2) de retenciÛn respecto de lastres o muertos (3) situados en el fondo acu·tico, yendo sobre dicha estructura flotante (1) unos mecanismos (5) de bombeo hidr·ulico que son accionados por el diferencial de peso de la columna de agua entre las crestas y los valles de las olas cuando Èstas pasan por encima, en combinaciÛn con un sistema neum·tico que act˙a como resorte en dichos mecanismos (5), para el accionamiento de una turbina (8) productora de electricidad, a travÈs de un circuito hidr·ulico cerrado.",2009,E02B   9/08; F03B  13/188; Y02E  10/38; Y02E  10/32; Y02E  10/725; Y02P  80/158; F05B2240/97; F03B  13/187; B63B  21/502; F03B  13/14; F03B  13/18; F03B  13/20; F03B  13/148
341557226,CA20102765046,OFFSHORE SUPPORT STRUCTURE AND ASSOCIATED METHOD OF INSTALLING,"A support structure for an offshore device and a method of assembling and installing the support structure, is provided including a vertical guide sleeve having, three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical guide sleeve. The support structure also includes a transition joint including a cylindrical portion for connection to an offshore device, such as a support tower of a wind turbine assembly, and a convex portion connected to the vertical guide sleeve. The transition joint may include a strengthening material in contact with an inner surface. The vertical sleeve, elongated sleeves, braces, and transition joint can be assembled onshore with lower piles installed in the elongated sleeves, this guide portion of the structure transported to the offshore location, and then piles driven to secure the structure to the floor of a body of water. The support structure minimizes the costs and time associated with material, assembly, and installation, while possessing sufficient strength, and effectively and efficiently handling and transferring loads from the wind turbine to the support surface throughout operation and while maintaining excellent fatigue resisting characteristics to withstand the extensive cyclic loading induced by the wind and waves.",2010,E02D  27/42; E04H  12/34; E04H  12/00; E02D  29/09; F03D  11/04; E02D  27/425; F16M  11/00; E02B  17/00; E02D  13/04; E02D  27/52
341690363,CN201110202865,Concrete gravity type foundation applied to ocean engineering and installation method thereof,"The invention discloses a concrete gravity type foundation applied to ocean engineering and an installation method thereof. For solving the problems of high construction difficulty and high transport and installation costs of the conventional concrete gravity type foundation, the concrete gravity type foundation comprises a concrete gravity type foundation pedestal, a foundation tray and a guide pipe; and a grouting pipe is arranged in the guide pipe, and the outer wall of the guide pipe is provided with a plurality of grouting holes communicated with the grouting pipe. The concrete gravity type foundation is simple in structure and convenient to install; the requirement of natural bearing capacity can be met by adjusting the size of the foundation tray; and the installation cost can be effectively reduced by using integral hauling on the water. The concrete gravity type foundation is suitable for deep sea areas, can be used as a foundation of a wind generating set tower, a tide generating set tower or the like, and is particularly suitable for a soft soil foundation.",2011,E02D  27/44; E02D  27/52; E02D  27/42
341690682,CN201110257652,Offshore comprehensive energy generating system,"The invention discloses an offshore comprehensive energy generating system in the technical field of energy development and utilization. The offshore comprehensive energy generating system comprises a wave energy conversion device, a wind energy conversion device, an ocean current energy conversion device, a power transmission case and a direct drive generator, wherein the wave energy conversion device, the wind energy conversion device and the ocean current energy are respectively connected with the power transmission case, the power transmission case is connected with the direct drive generator, the wave energy conversion device is used for converting wave energy to mechanical energy and outputting the mechanical energy to the power transmission case, the wind energy conversion device is used for converting wind energy to mechanical energy and outputting the mechanical energy to the power transmission case, the ocean current energy conversion device is used for converting ocean current energy to mechanical energy and outputting the mechanical energy to the power transmission case, the power transmission case is used for receiving the mechanical energies output by the wave energyconversion device, the wind energy conversion device and the ocean current conversion device and superposing the received mechanical energies to drive the generator to generate electricity. By the adoption of the offshore comprehensive energy generating system, the problems of the traditional offshore comprehensive energy generating system, such as poor stability and complicated structure, can besolved.",2011,F03B  13/00; F03D   9/00; Y02E  10/74; Y02E  10/38; F03D   3/00; Y02E  10/223; F03B   3/00; F03B  13/22
341690685,CN201110280675,Yaw system of marine wind generator system and operation method thereof,"The invention provides a yaw system of a marine wind generator system and an operation method thereof. The yaw system comprises a wind direction sensor, a yaw controller, yaw frequency converters, yaw speed reduction motors, a yaw revolving support and a yaw brake. The yaw system is characterized in that a distributed yaw frequency converter structure is adopted, i.e., one yaw controller can control multiple yaw frequency converters, and each yaw frequency converter can drive more than one yaw speed reduction motors so as to realize yaw movement; and the yaw controller can obtain a control signal from a wind speed anemoscope. The system provided by the invention is of the distributed yaw frequency converter structure, one yaw controller can control multiple yaw frequency converters, and each yaw frequency converter can drive more than one yaw speed reduction motors so as to realize yaw movement, thus, when partial wind generator systems break down, only the failed yaw frequency converters are closed down while the wind generator systems can continually generate electricity in a yaw failure mode according to the control, so that the utilization ratio of the yaw system can be improved.",2011,F03D   7/00; Y02E  10/723
341693311,CN201080013238,Installing submerged support structures,"A method of installing a support structure (2) required to be installed in a sea or river bed SB, involving so constructing the support structure that is capable of being temporarily self standing on the sea or river bed (SB) prior to and throughout the carrying out of operations required permanently to anchor the support structure to the sea or river bed.",2010,F05B2240/95; E02D  27/12; E02D  27/425; F03D   1/00; E02B  17/02; E02B  17/027; E02B2017/0056; E02D  13/04; E02D  27/42; E02D  27/52; E02B  17/0008; F05B2240/97
341693349,CN201080013223,Offshore wind park,"Wind farm comprising at least, one buoyant structure having two corners provided with a wind turbine and a third corner comprising a mooring section, e.g., with a disconnect able mooring turret. The third corner does not carry one of the wind turbines. Shared facilities for the two wind turbines, such as a helideck and/or electrical equipment, such as a converter and/or transformer, can be located on or near the third corner.",2010,F03D   7/0204; F03D  13/25; Y02E  10/727; B63B2001/128; F03D  13/10; F03D  11/04; F05B2240/95; B63B   1/00; B63B  35/44; F03D   1/00; F05B2240/93; F05B2240/96; B63B   1/107; Y02E  10/723; B63B2035/446
341693913,CN201120114823U,Marine floating sunlight greenhouse with power supply device of wind power generation system,"The utility model relates to a marine floating sunlight greenhouse with a power supply device of a wind power generation system, which belongs to the technical field of applications of new energy. The marine floating sunlight greenhouse with the power supply device of the wind power generation system is constituted by connecting the power supply device of the wind power generation system, which is mounted on a marine floating buoy base, with a sunlight greenhouse. Wind power can blow blades to rotate fast and further drive a wind power generator to generate alternating current, and the alternating current is inputted into a controller for adjustment through a conductive wire and then inputted to a seawater irrigation sunlight greenhouse, a seawater desalination device and a fresh water irrigation sunlight greenhouse, thereby driving a seawater temperature adjustment device and a seawater spraying device, which are mounted in the seawater irrigation sunlight greenhouse and providing environmental conditions for breeding seawater irrigation plants which are planted on a salt-containing matrix; and the alternating current is used for driving the seawater desalination device to turn sweater to fresh water and driving a fresh water temperature adjustment device and a fresh water spraying device, which are mounted in the fresh water irrigation sunlight greenhouse, thereby providing the environmental conditions for breeding fresh water irrigation plants which are planted on a salt-free matrix.",2011,F03D   9/25; Y02A  40/27; Y02E  10/72; Y02A  40/274; Y02A  20/141; A01G   9/14; Y02A  40/252; A01G   9/26
341696693,CN201120256266U,Concrete gravity type foundation suitable for ocean engineering,"The utility model discloses a concrete gravity type foundation suitable for ocean engineering. In order to solve the problems of high difficulty in construction operation and high cost for transportation and installation of the conventional concrete gravity type foundation, the concrete gravity type foundation disclosed by the utility model comprises a concrete gravity type foundation base, a foundation tray and a guide pipe, wherein a grouting pipe is arranged at the inner part of the guide pipe, and a plurality of grouting holes are arranged in an outer wall of the guide pipe and are communicated with the grouting pipe. The concrete gravity type foundation has the advantages of simple structure and convenience for installation, is suitable for a sea area with high water depth, and can serve as a foundation of a tower barrel of a wind power generator set, a tower barrel of a tide generator set and the like, particularly as a soft soil foundation; requirements for a natural bearing capacity can be met by adjusting the dimension of the foundation tray; and installation cost can be effectively reduced by adopting overall overwater shipment.",2011,E02D  27/44; E02D  27/52; E02D  27/42
341696694,CN201120245342U,Self-floating barrel-shaped foundation of offshore wind power generator set,"The utility model discloses a self-floating barrel-shaped foundation of an offshore wind power generator set. The self-floating barrel-shaped foundation comprises a barrel skirt, a barrel cover and a connecting barrel, wherein the barrel skirt, the barrel cover and the connecting barrel are fixedly connected to one another in sequence from bottom to top, a sleeve is fixed on the barrel cover in a sealing manner, one end of the connecting barrel is connected with the barrel cover and is sealed in the sleeve, a top plate of the connecting barrel is arranged in the connecting barrel, and a vertical displacement sensor is fixedly arranged on the connecting barrel. In the utility model, as a space is arranged between the sleeve as well as the barrel cover and the connecting barrel, the foundation can independently float on the sea and can be transported in a towing manner without needing a specific barge, so that simple process and lower cost for offshore transportation and penetration construction can be realized.",2011,E02D  27/44; E02D  23/02
341699799,EP20120382051,METHOD FOR AVOIDING VOLTAGE INSTABILITY IN AN ELECTRICAL GRID OF AN OFFSHORE WIND PARK,"Method for avoiding voltage instability in an electrical grid of an offshore wind park, the offshore wind park electrical grid being connected at a first end of a high voltage alternating current (HVAC) transmission and the main land electrical grid being connected at a second end of the HVAC transmission, each of the wind turbines being connected to the wind park electrical grid, the method comprises determining a main land phase angle at or near the second end of the HVAC transmission; measuring an individual wind turbine phase angle at one or more wind turbines; determining the difference between each of the measured individual wind turbine phase angles and the main land phase angle; and determining whether the difference between one of the measured individual wind turbine phase angle and the main land phase angle exceeds a threshold phase angle difference.",2012,F03D   9/257; Y02E  10/725; F03D   7/048; H02J   3/24; F05B2240/95; Y02E  10/723; F03D   7/00; Y02E  10/763; H02J   3/386; G01R  25/005; F03D   7/0284; G05B  15/02
341714785,US200913266052,Interchangeable packing apparatus for aerogenerator blades,"Interchangeable packing apparatus (4) for aerogenerator blades (1) particularly versatile for different blade sizes and designs, and to meet the different legal requirements of various countries, but still having a low manufacturing cost and high capacity of supporting the heavy loads. The packing apparatus (4) comprises an external frame (9) and an internal frame (8) wherein the internal frame (8) comprises an structural mounting and at least damper member (10) for receiving one side of at least a portion of the aerogenerator blade (1) and wherein said internal frame (8) substantially supports the load of at least said portion of the aerogenerator blade (1) and wherein the internal frame (8) is selectively positionable relative to the external frame in at least two positions in order to receive different portions of the aerogenerator blade (1) relative to the longitudinal axis. Moreover, the packing apparatus also comprises at least one anchor arm (14) pivotally coupled to the external frame (9) and selectively positionable.",2009,B65D  85/30; F03D  13/40; B65D  85/68; B65D2585/6897; Y02E  10/72; F05B2260/301; B65D  81/02; Y02P  70/523; F05B2260/30
341715289,US201013202137,Offshore wind park,"Wind farm comprising at least one buoyant structure having two corners provided with a wind turbine and a third corner comprising a mooring section, e.g., with a disconnectable mooring turret. The third corner does not carry one of the wind turbines. Shared facilities for the two wind turbines, such as a helideck and/or electrical equipment, such as a converter and/or transformer, can be located on or near the third corner.",2010,B63B  21/00; F05B2240/95; F03D  13/10; Y02E  10/723; B63B2035/446; B63B   1/107; B63B  35/44; B63B2001/128; F05B2240/93; F05B2240/96; F03D   9/00; F03D  11/04; Y02E  10/727; F03D   7/0204; F03D  13/25
341788914,US201113286492,Wind and water power generator ship,"A wind and water power generator ship. A waterpower generation unit generates electricity using a difference between the ebb and the flow of the tides, and is provided with a buoyant body that produces buoyancy, which enables the waterpower generation unit to float on water. A center shaft is mounted on a base on an upper end of the waterpower generation unit, and is rotatably supported by a bearing. A wind power generation unit generates electricity using wind power, is provided on an upper end of the center shaft, and is rotatable depending on a direction of wind. The distance from a front end of the wind power generation unit to the center shaft is shorter than the distance from the center shaft to a rear end of the wind power generation unit.",2011,F03D   5/02; B63B2035/446; F03B  13/26; B63B2035/4466; Y02E  10/70; F05B2210/18; F05B2240/93; Y02E  10/28; F03B  13/264; Y02E  10/725; H02P   9/04; B63H  21/20; F03B  17/066
341815691,KR20100061144,Wind and Water power generator ship,"PURPOSE: A wind and water power generator ship is provided to improve power generation efficiency by simultaneously using wind power and tidal power. CONSTITUTION: A wind and water power generator ship comprises a tidal power generator(100), a center shaft(200), and a wind power generator(300). The tidal power generator generates power using low tide and high tide and has a buoyancy body. The center shaft is installed in a support plate(210), formed in the top end of the tidal power generator, and is rotated and supported by a bearing. The wind power generator is fixed to the top end of the center shaft and is rotated by wind.",2010,B63B2035/4466; F03D   5/02; F05B2240/93; B63B  38/00; F05B2210/18; Y02E  10/28; F03D   9/00; Y02E  10/70; Y02E  10/725; F03B  17/066; B63H  21/20; B63B2035/446; F03B  13/00; F03B  13/264
341818235,KR20100064026,Rotating device for aerial wind power generating system and blade structure for the same,"PURPOSE: An aerial wind power rotating body having a belt-shaped wing structure is provided to improve durability and prevent damage of welded parts because a wing structure is supported by a floating body not to be attached. CONSTITUTION: An aerial wind power rotating body comprises a floating body(10), a wing structure(20), and fixing units(30). Fuselage floating in the air is built in the floating body which has a rotary shaft(15). The wing structure is installed in the outer periphery of the floating body and let the floating body rotated on a rotary axial by wind power. With the rotary axial as the center, the wing structure is wounded around the periphery of the floating body with a belt shape. The fixing units are installed both side of the wing structure and it can control rotary shaft assembly to fix or release the wing structure in the floating body.",2010,F03D   3/002; F03D   5/00; Y02E  10/74; F03D  11/04; F05B2240/2212; Y02E  10/70; F03D   3/067; F03D  11/00; F05B2240/921
341870642,CN201120115628U,Floating type wind power generation platform,"The utility model relates to a floating type wind power generation platform, in particular to a floating type offshore wind power generation platform which is self-balancing and anti-overthrow and has good stability. The floating type wind power generation platform comprises a floating platform (2) and a buoyancy barrel (4) fixed below the floating platform (2), wherein a wind machine (1) is installed on the floating platform (2). The floating type wind power generation platform is characterized in that the bottom of the buoyancy barrel (4) is provided with a ballast (5), the length and volume of the cavity of the buoyancy barrel (4) and the weight of the ballast (5) are optimally designed, so that the center (10) of gravity of the whole wind power generation platform is lower than a buoyant center (9), and the distance between the buoyant center (9) and the center (10) of gravity is long. When the buoyancy barrel inclines, the buoyancy barrel can generate larger righting moment, so that the sway of the whole wind power generation platform is continuously weakened until the whole wind power generation platform is rebalanced, and the wind machine positioned on the platform is always in the stable work environment. The floating type wind power generation platform can well adapt to the change of geological conditions of the seabed and the change of seawater depth and has the characteristics of resisting shock of wind and waves, automatically keeping balance and having a simple realizing mode in the bad offshore environment.",2011,Y02E  10/725; F03D  13/25; Y02E  10/727; B63B  35/44
341871003,CN201120244916U,Foundation pressure-bearing beam plate type wind power generation tower foundation,"The utility model relates to a foundation pressure-bearing beam plate type wind power generation tower foundation, which belongs to foundation structure of wind power generation towers. A concrete cushion layer is ring-shaped, a cushion plate is embedded in the ring-shaped concrete cushion layer, the cushion layer is provided with a concrete foundation bottom plate, the middle of the foundation bottom plate is provided with a ring-shaped concrete column pier, edge small beams are arranged close to the edge positions of the foundation bottom plate, and the column pier is connected with the edge small beams through cantilever beams to form a structure in the shape of *. Two adjacent edge small beams are connected through the cantilever beams to form a ring, an anchor bolt end of the column pier is connected with a foundation lower anchor plate, and the other end of the pier column is connected with a tower barrel. The foundation pressure-bearing beam plate type wind power generation tower foundation adopts the *-shaped beam to reduce engineering quantity of foundation concrete. Pressure-bearing area of the foundation and the groundwork is reduced, pressure stress of the ring-shaped cushion layer is increased, and pulling force of a foundation bottom face caused by bending moment of upper portion structures is resisted, thereby reducing the foundation bottom area. Foundation ring type connection of the tower barrel of the wind power generation tower and the foundation is changed into the pre-stress anchor bolt type connection. Rigid connection of the tower barrel and the foundation is guaranteed, and steel using quantity is reduced.",2011,E02D  27/42
341875368,EP20120157221,Device and method for depositing rocks at a defined location on the bottom of a water mass,"The invention relates to a device for depositing rocks at a defined location on the bottom of a water mass. The device comprises a vessel, a fall pipe which extends with a substantial vertical component and which is connected at its upper end to the vessel by a gripper, and supply means for supplying rocks for depositing to the upper end of the fall pipe, wherein the gripper comprises a support construction for the fall pipe adjustable at an angle to the vertical direction by means of fall pipe angle adjusting means. The invention also relates to a method for depositing rocks from a vessel at a precisely defined location on the bottom of a water mass to be performed with the device.",2012,E02D   3/08; B63B  35/30; B63B  27/34; B63B  35/44; B63B  27/28; Y02E  10/727; B63B  35/306; E02D  15/10
341895192,RO20100000749,"MODULAR WIND TURBINE FOR GENTLE WINDS, WITH BUILT-IN MAGNETOELECTRIC GENERATOR","The invention relates to a modular wind turbine for gentle winds, with built-in magnetoelectric generator. According to the invention, the turbine consists in two or more rotors (A, B) provided with some aerodynamic blades (4) in the shape of a profiled trough, fixed on some metal arms (3) and with a metal shaft (1) having the ends fixed on two bearings (11, 11') of some support plates (g) fixed on two pairs of support pipes (12, 12', 13, 13') fixed between two diametrically-opposite pipe-like metal pillars (10) of the stator part, the lower end of the shaft (1) being coupled to a classic generator (C) fixed on the ground and/or to some classic secondary generators (D, D', D'ë...) by means of a gearing with some toothed wheels (r, p), the said arms (3) being made of a corner profile with equal wings of low carbon content which are axially-symmetrically welded to a central support (2) of the square or round pipe type fixed on the central shaft (1) of the bar or pipe type, the ends of the arms (3) having the profile thickness so calculated to play the role of a ferromagnetic screen (c) for some axially polarized bar-type parallelepipedal square-section rotor magnets (5, 5') which repulsively and disymmetrically interact with some identical stator magnets (7, 7', 7'') which magnetically adhere to some ferromagnetic similar support screens (6), the ends thereof playing the role of a ferromagnetic screen (d), the support screens (6) being perpendicularly welded onto some semi-cylindrical metal stator supports (9, 17) which are fastened by screws onto some metal pillars (10) anchored into the ground with concrete and equally spaced around the rotors (A, B) so that the ferromagnetic screens (c, d) allow the approach of the magnets (5, 5' and 7, 7', 7'') up to the aligning position x.",2010,H02P   9/04; Y02E  10/725; F03D   3/06; H02K  53/00
341897550,BR2006PI18151,"mÈtodo para amortecer vibraÁıes de torre, em uma instalaÁ„o de turbina eÛlica flutuante","mÈtodo com relaÁ„o a uma instalaÁ„o de turbina eÛlica para amortecer vibraÁıes de torre. um mÈtodo com relaÁ„o a uma instalaÁ„o de turbina eÛlica para amortecer vibraÁıes de torre, em particular uma instalaÁ„o de turbina eÛliea flutuante incluindo uma cÈlula flutuante, uma torre arranjada sobre a cÈlula flutuante, um gerador montado na torre que È rotativo em relaÁ„o ‡ direÁ„o de vento e provido com uma turbina eÛlica, e um arranjo de linha de ‚ncora conectado a ‚ncoras ou fundaÁıes no leito de mar. as vibraÁıes prÛprias da torre <sym>~eig~, s„o amortecidas, alÈm de controle com o controlador na faixa de potÍncia ou rpm constante da turbina eÛlica, por um incremento <30><225>, sendo adicionado ao ‚ngulo de l‚mina das l‚minas de turbina na base das velocidades de torre <30>z, de forma que as vibraÁıes prÛprias sejam contrariadas. as vibraÁıes em <225> que tem freq¸Íncia <sym>~eig~ podem expedientemente ser amortecidas por meio de um estabilizador com a funÁ„o de transferÍncia h~stab~(s) entre as velocidades de torre <30>z, e o ‚ngulo de l‚mina <30><225>, que È tal que a funÁ„o de transferÍncia de malha h~<225>-<30>z_dot~(j<sym>~eig~).h~stab~(j<sym ~eig~)=-b, que significa que: (i) onde 'b' È uma vari·vel dependendo do momento e caracterÌsticas de empuxo das l‚minas de turbina.",2006,F03D   9/00; F03D   9/25; Y02E  10/725; F03D   9/255; F03D  11/00; F05B2260/96; F03D; F03D   7/04; F05B2240/93; F03D   7/02; F03D   7/024; F03D   7/0296; F03D  13/25; Y02E  10/723; F03D   7/0224; F03D   7/044; Y02E  10/727; B63B  39/00
341899490,EP20120704665,A WIND TURBINE ARRANGEMENT WITH A MAIN WIND TURBINE AND AT LEAST ONE SECONDARY WIND TURBINE,NULL,2012,F05B2260/845; F03D   9/00; Y02E  10/72; F03D   9/255; F05B2240/211; F05B2240/40; F05B2240/95; F03D   9/25; F05B2240/213; F03D   1/02; F03D   3/02; F03D  13/25
341997764,DE201120101719U,Solarkraft windr‰der,"In den Anspr¸chen, der Leistungoptimierung und Energieeffizienzsteigerung von Windkraftanlagen sollen zuk¸nftige Off Shore Windparkanlagen mit Solarkˆrpern am Rumpf der Windkraftr‰der nach Anspruch 1 ausgestattet werden.",2011,F03D   9/11; F03D   9/257; H02S  10/12; F03D   9/02; Y02E  10/727; F03D   9/00; F03D   9/007; F03D  13/25; F05B2220/708
341997807,DE201120106150U,"Rotoren, Propeller und dergleichen, mit einem Sandfischhaut-Oberfl‰chenprofil","Rotoren 1a und/oder Propeller 1b oder dergleichen, welche auf ihrer Oberfl‰che 2 und/oder Auflenfl‰che 2, teilfl‰chig und/oder ganzfl‰chig ein Sandfischhaut-Oberfl‰chenprofil 3a und/oder ein Negativ-Sandfischhaut-Oberfl‰chenprofil 3b aufweisen, wobei diese die turbulente Rotationsstrˆmung, in der atmosph‰rischen Rotation und/oder in der Unterwasserrotation durch eine Luftwiderstandsverringerung oder Wasserwiderstandsverringerung g¸nstig beeinflussen und/oder diese zu einer Rotationsharmonisierung und Stabilisierung und/oder diese eine Ger‰uschminderung am Rotor 1a oder Rotoren 1a und/oder am Propeller 1b oder an den Propellern 1b, angebracht bewirken.",2011,B63B   1/36; B64C2230/28; F03D   3/06; Y02T  50/166; B64C  11/18; B63H   1/28; B64C  27/467; F03D   1/06; F05D2250/61; F03D   1/0675; F15D   1/004; Y02T  50/66; Y02T  70/121; B64C  21/10; F01D   5/147; F05B2250/61; Y02E  10/721
341998192,MY2004PI01481,WINDMILL ROTOR COMPRISING MULTIPLE SEPARATE WIND CHANNELS,"ROUND HONEYCOMB ROTOR FOR WIND GENERATORS AND MOST PROPELLERS HAS BENT TUBULAR TRAPEZOIDS (2), TWO OR MORE CONCENTRIC TUBULAR CYLINDERS (1) AND A VARIABLE NUMBER OF ROUND BENT TUBULAR TRAPEZOIDS (5). BOTH CYLINDERS (1) AND TR'APEZOIDS (5) FORM MODULAR TRAPEZOIDAL TUBES (3), WHICH HAVE LARGE WIND CONTACT SURFACES. THE CONCENTRIC TUBULAR CYLINDERS (1) OF THE ROUND PANEL HAVE BENT PIECES FITTED IN BETWEEN THEM WHOSE FUNCTION IS TO MINIMISE WIND EXIT AND MULTIPLY WIND CONTAC SURFACES IN WIND GENERATORS. AS FOR PROPELLER ROTORS THE NUMBER,OF ROUND BENT TUBULAR TRAPEZOIDS (10) GETS MULTIPLIED AS WELL AS ITS WIND CONTACT SURFACES, WHICH RESULTS IN THE OPTIMUM USE OF MOST CENTRIFUGAL PROPELLING FORCES THANKS TO THE REDUCTION OF WIND ENTRANCE AND THE AMPLIFICATION OF WIND EXIT.",2004,F03D   1/0608; Y02E  10/721; B63H   1/16; F05B2240/33; F03D   1/06
342000559,EP20120705377,ANNULAR BUOYANT BODY,NULL,2012,B63B  39/00; B63B2241/12; B63B2241/08; B63B  35/44; F05B2240/93; B63B   1/04; F03D  13/25; Y02E  10/727; B63B2039/067; B63B2241/06; B63B  39/03; B63B2035/446
342043599,CN201110335509,Wind-energy/ solar-energy/ storage/ ocean-current-energy new-energy isolated network stabilization operation integration control system and method thereof,"The invention relates to the new-energy distributed power generation operation control and aims at providing a wind-energy/ solar-energy/ storage/ ocean-current-energy new-energy isolated network stabilization operation integration control system and a method thereof. In the system, an energy storage apparatus and a new energy generator set are merged into an alternative current (ac) bus power grid through grid-connected convertors which are respectively configured in the energy storage apparatus and the new energy generator set. The each generator set and the energy storage apparatus are configured with monitoring apparatuses which is equipped with CAN interfaces and Ethernet network interfaces. The each monitoring apparatus is connected with the grid-connected convertor corresponding to the monitoring apparatus through a CAN bus. Simultaneously, information interaction can be realized through connection of the Ethernet and a central integration control unit. In the invention, a real-time Ethernet field bus technology is used to change new-energy isolated power generation into distributed concentrated scheduled orderly power generation. A stabilization control problem of clearance-type power supply can be partially solved. A computer network control technology, an intelligent scheduling control technology, a real time synchronization communication technology and a modern high-efficient grid-connected converting technology are combined. The system possesses flexible control, good stability, good redundancy and the like.",2011,Y02E  10/766; H02J   3/28; Y02E  10/763; Y02E  10/563; Y02E  10/566; Y02E  70/30; H02J   3/38; H02J   3/46
342044115,CN201080002621,Installation method and recovery method for offshore wind turbine,"A method for installing an offshore wind turbine includes steps of base prefabricating, dock installation, shipping and offshore installation. The base provides a buoyancy force and a righting force, such that the whole structure keeps a vertical state without an external force. The dock installation step includes assembling of a complete machine and adjusting under a state of the complete machine. The shipping step includes shipping to an offshore site by floating of the complete machine on water. The offshore installation step includes offshore in-situ sinking of the complete machine onto a seabed by gravity, fixing of the base and completing of the installation. A method for recovering an offshore wind turbine is also provided and is conducted by steps essentially opposite to that of the installation method. A single-step installation or removement of a wind turbine complete machine is realized, reducing the risk of damaging the wind turbine complete machine. The operation is easy to conduct and the success ratio is high, reducing the cost greatly, and bringing about a good environment-protection performance.",2010,B63B  35/003; B63B  35/44; E02B  17/02; F03D  13/22; B63B2035/446; E02B  17/08; F03D  13/10; F05B2240/90; Y02T  70/146; F03D  13/25; F03D   9/00; F03D  13/40; F05B2240/95; B63B  75/00; Y02E  10/727
342048895,CN201120220126U,Transmission chain device of wind driven generator,"The utility model relates to a transmission chain device of a wind driven generator, which comprises a main shaft and a generator, wherein a gearbox is connected between the main shaft and the generator. The transmission chain device of the wind driven generator is characterized in that the front portion and the rear portion of the main shaft are respectively provided with a floating bearing and a thrust bearing, and the floating bearing and the thrust bearing are fixedly connected onto an engine room seat of a wind generating set through a bearing seat of the floating bearing and a bearing seat of the thrust bearing. The floating bearing bears overturning moment and radial force which are generated by rotation of a wind wheel, and the thrust bearing bears axial force and radial force which are caused by inclination of the wind wheel. The transmission chain device of the wind driven generator greatly improves stress condition of the gearbox and basically eliminates influence on the gearbox from external loads. The reliability of the gear box is greatly improved, parts are convenient to mount, and the operational space is large. During large maintenance work of the gearbox, no tailor-made tooling is needed to stabilize the wind energy, thereby being convenient to maintain.",2011,F03D   9/00; F03D  11/00; Y02E  10/72
342048897,CN201120232564U,Micro positive pressure device for offshore wind generating set,"The utility model provides a micro positive pressure device for an offshore wind generating set. The micro positive pressure device comprises a PLC (Programmable Logic Controller) module which is arranged in an engine room control cabinet of a blower, and a power distribution cabinet and a micro positive pressure controller which are arranged on a machine rack in a blower engine room; a micro positive pressure fan, an air dryer and an air filter are sequentially mounted at the bottom of the blower engine room from bottom to top; the power distribution cabinet is respectively connected with the PLC module and the micro positive pressure controller through cables; the PLC module is connected with the micro positive pressure controller through a cable; the micro positive pressure controller is connected with a power supply switch of the micro positive pressure fan; and the PLC module is provided with a terminal which is connected with an air pressure detection device. The micro positive pressure device is reasonable in structure and simple in structure, can detect the size of an internal pressure of the engine room of the megawatt-level offshore wind generating set, and causes that the internal pressure of the engine room is more than an external pressure all along, therefore, the problems of corrosion, salt spray corrosion, and entrance of moisture and sand and the like, which are caused by the non-tight sealing on the offshore blower, are effectively prevented.",2011,F03D  11/00; F04D  27/00; H05K   7/20
342050896,CN201120214473U,Offshore wind power generation box-type transformer station with sulfuration protection,"The utility model discloses an offshore wind power generation box-type transformer station with sulfuration protection, comprising a box body (1), wherein inside the box body there is provided a transformer (2), a low voltage switch cabinet (4) and a high voltage switch cabinet (3), the low voltage bus clamp (9) of the low voltage switch cabinet (4) is connected with the binding post I (5) of the transformer (2) through a copper bar I, the binding post II (6) of the transformer (2) is connected with the wiring terminal (10) of the high voltage switch cabinet (3) through a copper bar II, and the surfaces of the copper bar I and the copper bar II are respectively covered with a sulfuration protective layer I (7) and a sulfuration protective layer II (8). The offshore wind power generation box-type transformer station with sulfuration protection not only enables the insulating property to be increased, but also enables the anticorrosion performance to be better.",2011,H02B   1/46; H02B   7/06; H02B   1/04
342050897,CN201120214487U,Offshore wind power box type transformer station,"The utility model discloses an offshore wind power box type transformer station, comprising a box body (1), which is provided with a transformer (2), a low voltage switch cabinet (3) and a high voltage switch cabinet (3), wherein the low voltage bus clip (7) of the low voltage switch cabinet (4) is connected with the binding post I (5) of the transformer (2) via a copper bar I (8), and the binding post II (6) of the transformer (2) is connected with the terminal (10) of the high voltage switch cabinet (3) via a copper bar II (9). The offshore wind power box type transformer station is characterized in that the inner cavity of the box body is divided into a cavity I (11) and a cavity II (12), which are arranged in a horizontal Chinese character Day shape, the transformer (2) is in the cavity I (11), and the lower voltage switch cabinet (4) and the high voltage switch cabinet (3) are in the cavity II (12). The transformer station is not only compact in structure and small in volume, but also excellent in anticorrosion performance.",2011,H02B   7/06; H02B   1/46; H02B   1/04
342051379,DK2010PA70539,Run-up deflector for an off-shore wind turbine,"An off-shore wind turbine liaving a wave nin-tip defleetor is deseribed. The deflector extends aH around the circumference of the lower end of the wind turbine tower, and acts to prevent wave run-up advancing vertically along the tower surface and dantag ing wind turbine cornponents. A number of different deflector designs are presented.",2010,F03D  13/25; Y02E  10/727; F03D  11/04; Y02E  10/726; E02B  17/0017; F05B2240/95
342051421,DK20060701029T,L¯fteindretning til en vindm¯llegenerator,NULL,2006,B66C  23/185; F03D   1/00; B66C   1/42; F03D  13/10; F03D  13/40; B66C  23/52; E02B2017/0091; F05B2240/95; B66C   1/425; Y02E  10/727; B66C   1/108; Y02E  10/726
342105406,US201113223987,Offshore wind power system,"A wind power system comprising a vertical tower defining a vertical travel path; a carriage mounted to the tower and configured to move along the travel path; and wind turbine mounted to the carriage and having rotatable blades to convert wind energy into electrical energy. The system may include one or more gear racks secured to the outside diameter of the tower upon which the carriage moves. The system may include a locking mechanism configured to lock the carriage in a working position at a top of the travel path, a maintenance position at a bottom of the travel path, and/or a storm position at a midpoint of the travel path. The turbine may be configured to hold the blades in a vertical alignment parallel to the tower, when the carriage is in the storm position.",2011,F03D  11/04; Y02E  10/723; E02B  17/00; E02B  17/0034; E02B  17/027; F03D   9/11; F03D   9/25; F03D  80/50; F03D   1/00; F03D   7/02; F03D   9/00; F03D  13/20; F03D  13/25; Y02E  10/727; E02B  17/02; E02B2017/006; F03D   7/0268; F03D  13/10; E02B  17/08; E02B  17/0818; F03D   9/32; E02B2017/0091; F03D  80/85
351972082,JP20100165889,"FLOATING BODY STRUCTURE WORKING SYSTEM, FLOATING BODY STRUCTURE, WORKING SHIP AND FLOATING BODY STRUCTURE WORKING METHOD","PROBLEM TO BE SOLVED: To provide a floating body structure working system, floating body structure, working ship and floating body structure working method which allow work such as installation and maintenance of a floating structure in a stable state.SOLUTION: A floating body structure working system 1 includes a floating type floating body structure 2 and a working ship 3 for performing at least the installation or maintenance of the floating body structure 2. The floating body structure 2 consists of a pillared column part 4 having a peripheral surface located at the water line when the structure 2 floats, a ballast part 5 arranged below the column part 4 and a flange part 6 arranged at the intermediate part of the column part 4. The working ship 3 includes a gripping part 7 which can be engaged with the flange part 6. The working ship 3 has a lift means for lifting and lowering the floating body structure 2. The floating body structure 2 is fixed to the working ship 3 by lifting and lowering the floating body structure 2 and working ship 3 while the gripping part 7 of the working ship 3 is locked to the flange part 6 of the floating body structure 2 in a floating state.",2010,B63B   1/048; B63B  35/44; B63B  75/00; Y02E  10/727; B63B2001/044; F03D  80/50; B63B  22/20; B63B2035/442; F03D   9/00; F03D  13/25; F03D  11/04; B63B  35/003; B63B2035/446; F05B2240/95; B63B  35/00; B63B  43/06; F03D  13/10
351987066,ES20060701029T,DISPOSITIVO DE ELEVACION PARA UN GENERADOR DE TURBINA EOLICA.,"DisposiciÛn de elevaciÛn que comprende un dispositivo de elevaciÛn que comprende una horquilla (5) acoplada a una gr˙a (35), caracterizada porque un collar (17) se acopla a un generador de turbina eÛlica, la horquilla (5) se forma como un armazÛn (6) en forma de H, en la que el armazÛn (6) es la base para dos conjuntos ajustables de perfiles (21, 22) verticales, los dos conjuntos de perfiles (21, 22) verticales se equipan con unas mordazas (24, 25) en forma de semicÌrculo, las mordazas (24, 25) son preferentemente un conjunto de mordazas (24, 25) ajustables, que pueden bloquearse (27), diseÒadas para interactuar con el collar (17) acoplado a la torre (8)",2006,Y02E  10/727; B66C   1/425; F03D  13/10; E02B2017/0091; Y02E  10/726; B66C   1/108; B66C  23/185; B66C  23/52; F03D  13/40; B66C   1/42; F03D   1/00; F05B2240/95
352041089,EP20120159152,Mooring device and method for mooring a vessel to a wind power plant,"The invention relates to a mooring device (100) for mooring a vessel (300) to a wind power plant (200), which mooring device (100) comprises a first (130) and a second (130') gripping means for gripping impact shield pipes (210, 210') of the wind power plant (200), which gripping means (130, 130') comprises a frame part (131, 131'), a first gripping arm (132, 132') and a second gripping arm (133, 133'), which gripping arms (132, 132', 133, 133') are attached in a turnable manner to the frame part (131, 131') and which gripping arms (132, 132', 133, 133') can be turned against the impact shield pipe (210, 210') so that the impact shield pipe (210, 210') is pressed between the first (132, 132') and the second (133, 133') gripping arm. The gripping means (130, 130') comprises at least one roller means (136, 136'), which can be placed against the impact shield pipe (210, 210'). The invention also relates to a method for mooring a vessel (300) to a wind power plant (200).",2012,B63B  21/08; B63B  21/00; B63B2021/001; B63B  27/30
352056840,CN201010572961,Flotage telescopic boom and high-pressure jet power generation method and device,"The invention provides a flotage telescopic boom which comprises a liquid containing cylinder, a floater being arranged in an inner cavity of the liquid containing cylinder and being capable of moving up and down, and telescopic rods connected with the liquid containing cylinder in a sealing and sliding manner, wherein the bottom end of each telescopic rod is connected to the floater, and the outer wall of the liquid containing cylinder is connected with a gearbox transmission shaft. The invention also provides a high-pressure jet power generation method and device adopting the flotage telescopic boom. At least one set of high-pressure ejector or engines controlled by a control system is arranged at the top ends of the telescopic rods, the bottom end of the liquid containing cylinder is arranged on a rotating disk, the rotating sped of the flotage telescopic boom is controlled by the gearbox transmission shaft, each high-pressure ejector or engine is started under the control of the control system according to a certain order for ejecting airflow sequentially so that the airflow generates a forward push force; meanwhile, the rotation, the extension or reduction of each telescopic rod on different positions are controlled so that a lever effect is generated so as to drive a power generator arranged on the rotating disk to rotate and output power. The high-pressure jet power generation device has the advantages of simple structure, low cost and energy consumption, less exhaust waste gas, energy saving and environment friendliness.",2010,F03B  17/02; F03D   9/00; F01D  15/10; Y02E  10/20; F01D   1/32; F03B  17/00; F03D   7/00
352066494,CN201120255925U,Tower barrel type structure suitable for ocean engineering,"The utility model discloses a tower barrel type structure suitable for ocean engineering and aims at resolving the problem that an existing tower barrel type structure has large operating difficulty in installation construction and high in transportation and installation cost. The tower barrel type structure comprises a concrete gravity type foundation pedestal, a foundation tray, a guide pipe and a tower barrel. A grouting pipe is arranged inside the guide pipe, the tower barrel is sleeved on the guide pipe, and the bottom edge of the tower barrel is located in a tower barrel sleeve ring on the concrete gravity type foundation pedestal. The tower barrel type structure for the ocean engineering is simple in structure and convenient to install, and can meet the requirements of bearing capacity of a natural soft soil foundation by adjusting the size of the foundation tray. The installation cost can be effectively reduced by utilizing integral water consignment. The tower barrel type structure suitable for the ocean engineering is especially suitable for a sea area with larger water depth, a wind generating set with the soft soil foundation, a tidal current generating set and the like.",2011,E02D  27/34; E02D  27/52; E02D  27/42; E04H  12/00
352066856,CN201120123002U,Anchoring flange used in wind-powered tower,"The utility model discloses an anchoring flange used in a wind-powered tower, and relates to an engineering component. Routine flanges are adopted for the connection of the fixed tower which is required to be embedded underground and is not maintained all lifetime, and therefore safe and reliable operation of high-pressure pipeline can not be ensured. The anchoring flange is an axisymmetric circular ring with a projected edge. Two sides of the projected edge are provided with symmetrical flange necks. The ports of the two flange necks are respectively welded with the port of the tower. The flange part at the port of the tower is embedded into an anchoring pile. As two flanges which are connected through bolts in prior art are combined, a sealing gasket is cancelled and an integral flange is manufactured. The flange is connected with the tower through a welding mode, and is fixed with the anchoring pile through the projected edge and the flange body. Therefore the anchoring flange can be used for the connection of the fixed tower. Furthermore the anchoring flange is more suitable for the tower in the wind-powered equipment.",2011,Y02P  70/523; F03D  11/00
352141097,US200813059373,Aerodynamic wind propulsion device having bielastic line coupling,"The invention relates to an aerodynamic wind propulsion device, particularly for watercrafts, comprising an aerodynamic wing being connected to a steering unit located below the aerodynamic wing via a plurality of tractive lines, a tractive cable, a first end of the tractive cable being connected to the steering unit and a second end of the tractive cable being connected to a base platform, the aerodynamic wing having an aerodynamic profile which generates an uplift force in the direction of the tractive cable when the airflow direction is about perpendicular to the tractive cable. According to the invention, an aerodynamic wing is provided being coupled to a steering unit located close below the wing via a plurality of tractive lines of different elasticity.",2008,F03D   7/00; Y02E  10/70; Y02E  10/721; F03D   5/00; F05B2240/311; B63H   9/04; B64C  31/06; B64F   1/12; Y02E  10/723; B63H   9/00; B64B   1/66
352144162,US201113229920,Marine-equipment installation method and apparatus,"A method of installing marine equipment, the method including providing a marine apparatus comprising the marine equipment and a buoyancy device including at least a first and a second tank. The first tank containing air and the second tank containing a buoyant liquid having a specific gravity of less than 0.8 g/cm3. The method including providing a template on the seabed and guiding the marine apparatus down onto the template. Also a buoyancy device comprising at least a first and a second tank, the first tank containing a first fluid and the second tank containing a second fluid.",2011,E02B  17/027; E02B2017/0039; B63B  38/00; B63B  39/03; E02B2017/0091; F05B2240/95; E02B  17/02; E02B2017/0047; F03D  13/10; B63B  35/44; E02D  23/02; Y02E  10/727; B63B  43/06; E02B2017/0043
352144213,US201113084938,"Wind turbine blade pitch-control system, and wind turbine rotor and wind turbine generator provided with the same","A pitch-control system according to the present invention includes a cylinder support portion provided on a rotor hub, a support point thereof being located away from a front end face (unsupported end) of the rotor hub on the opposite side of the rotor hub; a decentered coupling point provided at a decentered location on a root-side end face of the wind turbine blade; and a cylinder that is installed so as to pass through the unsupported end of the rotor hub, a coupling portion that is provided on a portion that protrudes to the outer side from the unsupported end being coupled in a freely rotatable manner to the support point via a spherical joint, and a coupling portion that is on the inner side of the unsupported end being coupled in a freely rotatable manner to the decentered coupling point via a spherical joint.",2011,F05B2260/79; Y02E  10/723; F01D   7/00; B63H   3/08; Y02E  10/721; F05B2270/328; F03D   7/0224; F05B2270/604
352265306,FR20110004083,"Device for controlling e.g. inclination angle of rotation plane of blades of wind mill for offshore oil rig, has rotary ring whose upper and lower elements form non-zero angle with main rotation axis of mast","The device has a nacelle (2) mounted on a mast. Lower elements (11, 14) and upper elements (12, 15) of the rotary ring form a non-zero angle (alpha) with a main rotation axis (7) of the mast. An azimuth angle of the rotary ring is equal to zero. The rotary ring is azimuthally arranged between the nacelle and an upper end of the mast. Shaping elements are arranged along the mast. The mast is carried by a floating support. A bevel gearbox is provided in the nacelle to place an energy recovery unit of blades of a windmill in the mast. An independent claim is also included for a wind mill.",2011,Y02E  10/727; F03D   7/0204; F03D  13/25; Y02E  10/723; F03D   1/00; F05B2240/93; Y02E  10/726; B63B2035/446; F03D  11/00; F05B2250/314
352336413,CN201110346361,Wind and light complement power supply switching system for marine communication cabin and method,"The invention discloses a wind and light complement power supply switching system for a marine communication cabin and a method. The system comprises a wind power generation device, a wind direction regulator, a solar power generation device, a light direction regulator, a storage battery, a marine power supply and a power supply switching control center, wherein the power supply switching control center receives meteorological information about ship navigation, temperature, light intensity, wind speed and the like sent by a ship control center and a meteorological department and integrates the information, after power consumption of all electric equipment inside the marine communication cabin within a certain time range is calculated according to meteorological information such as temperature, light intensity, wind speed and the like, a resource dispatching way is automatically switched according to the integrated information and the power consumption of the marine communication cabin within the certain time range, and under the premise of ensuring the normal electricity utilization of the marine communication cabin, clean energy power supply can be utilized efficiently to the utmost extent.",2011,B63H  21/17; H02J   7/00; H02J   9/06
352356505,PT20060701029T,LIFTING DEVICE FOR A WIND TURBINE GENERATOR,NULL,2006,B66C  23/185; B66C  23/52; F03D   1/00; B66C   1/108; B66C   1/425; F03D  13/10; F03D  13/40; B66C   1/42; Y02E  10/726; Y02E  10/727; E02B2017/0091; F05B2240/95
352414884,KR20100073909,Floating windgenerator,"PURPOSE: A floating wind power generator is provided to prevent a manager from falling down to the sea by preventing a floating structure from shaking. CONSTITUTION: A floating wind power generator comprises a generator housing, multiple blades, a floating body(220), a receiving unit, and a structure support(210), and a supporter(230). The blades are rotatably installed in the generator housing. The floating body has a hollow. The receiving unit accepts air to generate additional buoyancy when seawater flows into the hollow. The structure support is located at the top surface of the floating body. The supporter is coupled to the bottom surface of the floating body.",2010,B63B2035/446; F03D   9/00; F03D  11/04; F03D  13/25; F03D   9/34; F05B2240/93; Y02E  10/72; B63B  35/44; F03D   1/0633
352418422,KR20100075815,AERIAL WIND POWER GENERATOR WITH WIND DIRECTION ADAPTATION,"PURPOSE: A wind-direction-adaptive high altitude wind power generating device is provided to enable efficient wind power generation even if flotage changes due to leak of floating gas over time. CONSTITUTION: A wind-direction-adaptive high altitude wind power generating device comprises a support(100), a ground connecting cable(600), floating members(210,220), and a wind power generator(700). The ground connecting cable is connected to a connecting point deflected from one side of the central part of the support to connect a ground structure to the support. The floating member has flotage in the air and is installed on the support. The wind power generator is fixed to the support so that an impeller(710) is arranged in the length direction of the support. The rotating force of the support sets the weight, flotage and location of components to be removed in the air so that rotating moment generated by flotage and gravity at the connecting point is offset.",2010,F05B2240/921; F03D   7/0204; F05B2240/221; Y02E  10/70; F03D   7/00; F03D   5/06; F05B2270/321; Y02E  10/723; F03D   1/00; F03D  11/00
352418547,KR20100076050,OFFSHORE COMBIND GENERATOR,"PURPOSE: A marine composite generation device is provided to control the direction of wind facing an impeller so that an impeller is not damaged if storm and strong wind blows by typhoon. CONSTITUTION: A marine composite generation device comprises a body(10), a guide frame(20), a floating member(30), a wind power generating unit, a wind direction control unit(80), and a current power generating unit. The guide frame comprises first and second rotating rails(23) and is liftably formed on the body. The floating member supports the guide frame so that the guide frame lifts from the body depending on the height of seal level. The wind power generating unit comprises a plurality of first impellers(47), rotates toward the source of wind and generates. The wind control unit controls the direction of wind blowing toward the first impellers.",2010,F03D   9/008; F05B2260/40; F03D   9/00; Y02E  10/74; Y02E  10/70; F03D  11/02; F03B  17/025; Y02E  10/28; F03B  13/12; F03D   3/00
352418879,KR20117025827,/ METHODS AND APPARATUS FOR THE INSTALLATION OF COLUMNS/PILES,"?? ???? ??/??? ?? ??? ???? ?? ?? ? ????, ??? ?? ??/??? ?? ?????? ?? ?? ??? ???? ??? ??, ?? ??/??? ??? ??/??? ?? ??? ??? ???? ?? ?? ??? ??? ????? ?? ??/??? ??/?? ??? ???? ???? ??, ? ??? ??? ?? ? ?? ??/??? ?? ? ???? ?? ??? ????.",2010,E02B  17/02; E02D   7/22; E02D  27/42; F03D   1/00; E02D  27/52; E02D  13/04; E02D   5/285
352419402,KR20100076755,floating support structure for an offshore wind turbine,"PURPOSE: A floating foundation for a wind power generator is provided to prevent the generation of excessive tensile force by adjusting the height of a buoyancy member according to seawater level change. CONSTITUTION: A floating foundation for a wind power generator comprises a columnar buoyancy member(10), a platform(20), a ballast(30), a flange(40), a mooring wire(50), an elevating device(600) and a balancing buoyancy member. One part of the columnar buoyancy member is submerged in sea surface. The platform is installed on the columnar buoyancy member in order to support a wind power generator. The ballast is arranged on the lower part of the columnar buoyancy member in order to control the draft of the columnar buoyancy member. The flange is installed in the circumference of the columnar buoyancy member. The elevating device moves up and down between the platform and the flange according to the outer circumference of the columnar buoyancy member.",2010,F05B2240/93; F03D  11/04; Y02E  10/727; F03D  13/22; F03D  11/00; F05B2240/95
352420938,KR20117023767,Floating Anchored Installation For Energy Production,"? ??? ??? ??? ?? ??? ????(1)? ??? ??? ??(4)? ????, ?? ??? ????(1)?? ??? ??? ??? ????(6)? ????.",2010,F03D   1/02; F03D  11/04; F03D  13/20; Y02E  10/72; B63B2001/128; B63B2035/446; F03B  13/187; Y02E  10/38; F03D  13/25; Y02E  10/727; B63B  39/005; F03D   9/008; F05B2240/93; B63B   1/107
352495901,RU20100135531,DEVICE TO VARY IMPELLER/PROPELLER BLADE TILT AND BLOWER WITH SUCH DEVICE,"FIELD: engines and pumps.SUBSTANCE: proposed device comprises at least one linear drive. First bearing is fitted at fixed mechanical element with first section while second bearing is fitted at second section to allow axial displacement between said first and second bearings. First bearing is arranged between rotary shaft bearing structure and said fixed mechanical element to allow relative turn between said bearing structure and at least one linear drive. Second bearing is arranged between second section and lever with fulcrum at bearing structure. Note here that in operation of at least one linear drive, force is generated to act said fixed element so that rotary shaft is not subjected to action of said force. Besides, said invention covers the blower with such device.EFFECT: simplified design.15 cl, 3 dwg",2008,F05B2260/79; B64C  11/32; F04D  29/36; F05B2270/602; F05B2270/606; B63H   3/04; F05B2260/76; F05B2270/604; F03D   7/0224; Y02E  10/723
352501715,EP20120382095,An offshore wind turbine,"An offshore wind turbine comprising a buoyancy structure intended to provide a buoyancy force to support the wind turbine, wherein said buoyancy structure comprises at least one floater tank which, in use, contains a pressurized gas.",2012,B63B  35/44; F05B2250/311; F03D  11/04; F05B2240/95; B63B2035/442; F05B2240/97; B63B  21/502; B63B  21/50; B63B2035/446; F05B2240/93; F05B2250/231; F05B2270/18; F03D  13/25; Y02E  10/727
352569149,DK20100075737T,Anordning til anvendelse af tekniske apparater i undervandsdrift,NULL,2010,E02B  17/0034; B66B   9/00; E04G  23/00; F05B2240/95; A47L   1/02; F05B2230/80; B66B   9/187; E02B  17/00; F03D   1/00; F03D  80/50; E06C   7/12; Y02P  70/523; Y02E  10/72
352569226,DK20070786837T,Forseglingsindretning til et r¯rarrangement,NULL,2007,F05B2240/95; F05B2240/57; F16L  17/10; Y02E  10/72; E02B  17/00; E02B  17/0013; E21B  33/134; Y10T  29/4998; F03D  80/00
352571082,CN201110240557,Suspension lifting support system and base for offshore wind farm,"The invention discloses a suspension lifting support system and a base for an offshore wind farm, comprising a steel tube raft and a fan tower capable of holding a wind power generator; the steel tube raft comprises a closed mesh platform which is composed of horizontally arranged steel tube arms connected by nodal points and comprises at least one equilateral triangle, wherein it further comprises connection pipes vertically set on each nodal joint to install the fan tower. The main body structure is a mesh steel pipe structure such that it is easy to disassemble and assemble so as to achieve on shore pre-casting and construction standardization and modularization; more than three fan groups can be installed; the invention comprises at least one equilateral triangle such that it can steadily suspend in sea water in a semisubmersible way; the semisubmersible design can retard stormy wave impact through the resistance of water such that the invention can be used in deep sea. The invention can largely lower the construction cost of offshore wind farm, and has a great meaning on large scale development and construction of offshore wind farm.",2011,B63B  35/44
352573396,CN201110307444,Offshore suspension type wind generating set based on active balance control,"The invention discloses an offshore suspension type wind generating set based on active balance control. A hoisting mechanism (4), a balance sensor (6) and a real-time balance control module are arranged on a suspension type base (3); the hoisting mechanism (4) is symmetrically arranged on the suspension type base (3); a stay steel cable (5) is connected with the suspension type base (3) through the hoisting mechanism (4); the balance sensor (6) sends out an inclination angle signal to control the hoisting mechanism (4) to retract or stretch the stay steel cable (5); and when the unit inclines towards a direction, the balance sensor (6) senses the change, and the real-time balance control module receives the signal of the balance sensor (6) and controls the hoisting mechanism (4) in the corresponding direction to force a fan (1) to keep balance by retracting or stretching the steel cable, thereby effectively preventing the wind generating set from inclining or even tipping over due tothe relatively high wind speed or huge sea wave, ensuring the safety of the wind generating set and improving the wind power generation efficiency.",2011,B63B  38/00; F03D  11/00
352590167,CN201120077850U,"Three wind power mechanisms, aircrafts, aerological stations, wind power ships and high altitude water taking machines","Three wind power mechanisms, aircrafts, aerological stations, wind power ships and high altitude water taking machines all adopt wing rings to serve as wind wheels. The wing rings abandons axle centers and low-efficiency section wings of ordinary wind wheels and adopts high-efficiency wing sections as the whole wing piece, the length of force arms which support the high-efficiency wing sections is shortened by several times, one force arm is increased into two force arms, and single-side supporting is changed into two-side supporting. Therefore, compared with common wind wheels, the largest radius can be expanded by more than ten times, and if the radiuses are identical, then effectively wing section area can be expanded by more than several times. Accordingly, compared with existing wind wheel generating mechanisms, three wing ring wind power mechanisms are enlarged by more than ten times in size, and adjacent wing rings of wing ring groups can mutually serve as rotors to perform reversing rotation, thereby enabling relative speed of the rotors to be doubled. Even if the body form, rotating speed and electromagnet load are all identical, generated energy can also be improved twice. Wingspans of a high altitude wing ring wind power mechanism, a wing ring aircraft and a wing ring aerological station can exceed kilometers, and bearing capacity can reach tens of thousands of tons. A wind power mechanism of a wing ring wind power ship can drive extra-large vessels, and a wing ring high attitude water taking machine can take water in large-scale high attitude air mode.",2011,B63H  21/17; E03B   3/28; B64D  27/24; Y02E  10/725; F03D   5/04; Y02T  50/62; F03D   9/00; Y02E  10/70
352686269,RO20110001139,HYDROELECTRIC TURBINE LINEARLY DEVELOPED ALONG RIVER STREAMLINE,"The invention relates to a hydroelectric turbine linearly developed along the river streamline. According to the invention, the turbine consists of a flexible girdle () structurally made of some mobile links () successively and alternately connected to one another, each link including a turbine blade (), having an active role, the blades () being linearly entrained by the river streamline and other passive links () having the role of spacing and continuing, two ratches () for stretching the continuous band of concatenated links thereon, which rotate under the action of some moving bolts () which constitute both supporting and swinging axles and joining elements of the shoes, a speed multiplier () consisting of toothed wheels and denticulated transmission belts, a generator () which produces electric energy and two floats () ensuring floatability to the whole constructive structure and an optimal immersion of the active blades () into the water.",2011,F03D   1/06; F03B   9/00; Y02E  10/721; Y02E  10/20
352686433,ES20050790678T,ConstrucciÛn de una fundaciÛn flotante sumergida,"Un procedimiento de instalar una fundaciÛn flotante sumergida (6) como una base de apoyo para la instalaciÛn de una turbina eÛlica y un electrolizador para la electrÛlisis del agua, teniendo la fundaciÛn (6) un lado superior y un lado inferior, en el que cadenas (3a, 3b) o tubos (5) se posicionan en los lados tanto superior como inferior de la fundaciÛn (6), con el fin de hacer m·s rÌgida y estable la fundaciÛn flotante sumergida (6) con el empuje vertical bloqueado, caracterizado porque un cuerpo hueco (7) se une en el lado superior de la fundaciÛn (6) y otro cuerpo hueco (4) como un primer cuerpo en el lado inferior de la fundaciÛn (6) donde el cuerpo hueco (7) unido al lado superior de la fundaciÛn (6) se usa como una base de apoyo para una torre (10) en cuya parte superior se posiciona una gÛndola que contiene la turbina eÛlica y donde un cuerpo hueco (7, 13) se usa para el almacenamiento de hidrÛgeno y/u oxÌgeno producido por el electrolizador.",2005,B63B2021/505; Y02A  40/826; E02B2017/0091; F05B2240/95; B63B2035/446; F03D  13/22; B63B  21/502; E02D  27/52; F03D  13/10; Y02P  60/64; A01K  61/60; Y02E  10/727
352696593,BG20110002061U,ADAPTIVE WIND GENERATOR,"The adaptive wind generator AWG can be applied in the power engineering for transformation of the wind energy into electric energy at various atmosphere points, on the ground and on the water surface, which defines the different variants of the useful model. The main construction elements for the three adaptive generator types - ground, water or air based - are: bearing element (1) connected to adirection system (2), aerodynamic transformer (3) and controllable electric generator (4). Each of these construction elements for the different variants differs from the others to a certain degree but the principal construction and the purpose are similar. The ground and the water based AWG contain an aerodynamic transformer consisting of serially connected: input device (4), output device (5) with and without ejectors (6), turbines (7) placed in round or helical enclosure (8), and the turbines are connected to electricity generators (9). In the air based AWG, the bearing element is an air craft in the shape of dirigible (14) filled with lightweight gas. This AWG type can be with or without ejectors. If the aerodynamic transformer is without ejectors, the outlets of the side ducts (17) are in the area with biggest cross-section of the aircraft. If the AWG is with ejectors, their outlets are at the back narrow end of the aircraft.",2011,Y02E  10/723; F03D   9/00; F03D  11/02; B63B  22/04; B63B  35/44; B63B  39/00; F03D   7/02
352696972,US201113104283,Apparatus and method for installing anchor bolts in a cylindrical pier foundation,"In a foundation for a wind turbine, the foundation has a large number of anchor bolts which are axially placed within the bore hole for mounting a tower flange of the wind turbine. In contrast to the practiced method, the present invention utilizes the fabrication of separate bolt packages, in which the bolts of each bolt package are configured to have an inner arc of bolts and outer arc of bolts, where each bolt in the bolt package is retained, by position retention means, in a fixed position with respect to the position of the other anchor bolts in the pre-assembled package. The present invention describes the position retention means for forming each pre-assembled package and a method of using the position retentions for constructing a foundation for a wind turbine.",2011,E02D  27/00; E02D  27/42
352700349,FR20110060238,DISPOSITIF DE RECUPERATION D'ENERGIE A PARTIR D'UN FLUIDE EN MOUVEMENT,"L'invention concerne un dispositif de rÈcupÈration d'Ènergie ‡ partir d'un fluide en mouvement, comprenant au moins une premiËre turbine (1) et au moins une deuxiËme turbine (2 , 2 ), montÈe chacune entre un premier ÈlÈment de guidage (13, 23 , 23 ) et un second ÈlÈment de guidage (14, 24 , 24 ) dÈcalÈs l'un de l'autre dans une premiËre direction (Z) qui est perpendiculaire au sens (F) du flux de fluide, chacun des ÈlÈments de guidage Ètant de forme gÈnÈrale profilÈe. La deuxiËme turbine est dÈcalÈe par rapport ‡ la premiËre turbine dans une deuxiËme direction (X) horizontale, qui est parallËle au sens du flux, ainsi que dans la premiËre direction (Z), de sorte que le premier ou le second ÈlÈment de guidage de la premiËre turbine soit positionnÈ dans la premiËre direction (Z) entre les deux ÈlÈments de guidage (23, 24) de la deuxiËme turbine.",2011,F03D   1/02; F05B2250/312; Y02E  10/28; F03D   1/04; F03D   3/005; F05B2240/40; Y02E  10/74; F03D   3/04; F03D  13/25; F05B2240/214; F03D   3/0427; Y02E  10/72; F03B  17/062; F03D   3/02; F05B2250/311; Y02E  10/38; F03B  13/10; F03D   9/25
352701076,EP20120162203,"Transport frame for nacelle/rotor hub unit of a wind turbine, method of transporting and mounting a nacelle/rotor hub unit","A transport frame (300, 400, 500, 600, 700) for a nacelle/rotor hub unit (5) of a wind turbine (10) is provided, wherein the unit (5) comprises a wind turbine nacelle (16) and a wind turbine rotor hub (20) mounted to the nacelle (16), the transport frame (300, 400, 500, 600, 700) comprising a main beam (310, 410, 510, 610, 710) for supporting the weight of the nacelle/rotor hub unit (5); first and second lateral stabilization elements (320, 330, 620, 720); a holding fixture (340, 440, 540) for fixing the nacelle/rotor hub unit (5) to the transport frame (300, 400, 500, 600, 700); a first attachment point (350, 450, 550) for a lifting appliance (850, 1120), the first attachment point (350, 450, 550) being provided at a first end (312, 412, 512, 612, 712) of the main beam (310, 410, 510, 610, 710); a second attachment point (352) for the lifting appliance (850, 1120), the second attachment point (352) being provided at the first lateral stabilization element (320, 620, 720); and a third attachment point for the lifting appliance (850, 1120), the third attachment point being provided at the second lateral stabilization element (330).",2012,F03D  13/40; F05B2230/61; F03D   1/00; Y02E  10/727; F05B2240/95; B66C   1/10; F03D  13/10; B66C   1/108; Y02P  70/523; Y10T  29/49826
352767050,DK20060762556T,Effektregulering i en vindpark,NULL,2006,F03D   9/257; H02J   3/16; Y02E  10/563; Y10T 307/522; F03D   9/255; Y02E  10/763; Y02E  40/34; F03D   7/028; F05B2240/95; H02J   3/386; Y02E  40/32; F03D   7/0284; F05B2240/96; H02J   3/383; F03D   9/00; H02J   3/1885; H02P   9/04; Y02E  10/723
352831461,EP20110829677,DEVICE FOR BOAT PROPULSION OR ENERGY PRODUCTION,NULL,2011,F03B   9/00; F03B  17/068; B63H   5/03; F03B  17/066; F03B  17/06; F03D   5/02; F03B  13/18; F03D   5/00; Y02B  10/30; B63H   5/02; B63H   1/04; Y02E  10/28
352845161,ES20100001212,PROCEDIMIENTO DE INSTALACION DE TORRE PARA USO AGUAS ADENTRO.,"Procedimiento de instalaciÛn de torre para uso aguas adentro, en concreto de una subestructura, que comprende b·sicamente los pasos de: a) fabricar en seco un cimiento comprendiendo un bloque hecho principalmente de hormigÛn y fabricar en seco un tramo de base de un fuste; b) aplicar dicho tramo de base a dicho bloque de cimiento, formando un conjunto denominado 'unidad de partida'; c) desplazar dicha unidad de partida hasta el punto de instalaciÛn de dicha subestructura; y d) accionar de manera controlada unos primeros medios de v·lvula de lastrado de una manera tal que dicha unidad de partida se hunde hasta reposar en el fondo; habiendo colocado dicho bloque de cimiento o dicha unidad de∑partida en la masa de agua en la que se encuentra el punto de instalaciÛn de dicha subestructura.",2010,F05B2240/97; E02B  17/025; F03D  13/22; E02B2017/0047; E02B2017/0065; F03D  13/10; E02B  17/027; E02B2017/0039; E02B2017/0082; F03D   1/00; F05B2230/6102; Y02E  10/727; E02B2017/0091; F05B2240/95; Y02P  70/523
352849978,JP20110180595,METHOD FOR OPERATING WIND PARK,PROBLEM TO BE SOLVED: To solve a problem wherein power of a wind park is limited by capacity of a substation of a system to which the wind park is connected.SOLUTION: This invention relates to a method for operating a wind park comprising several wind power stations. The wind park is connected to a power network and supplied with generated power thereto. The wind park includes a control input part which is used to adjust the power of the wind park in a range of 0-100%. A data processing device is connected to the control input part and is used to adjust the control value in the range of 0-100% based on the amount of power available from the entire wind part at the output part where it is fed into the power network. The administrator (EVU) of the power supply network to which the wind park is connected can adjust the power generated in the wind park via the control input part.,2011,F03D   9/255; F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763; Y10T 307/724; F03D   7/04; F05B2270/1033; F03D   7/02; F03D   7/0284; F03D   9/257; F05B2270/304; Y02E  10/723; Y02E  10/725; B63H   1/06; F03D   7/00; F05B2270/337; H02J   3/38; Y02B  10/30; F03D   7/0272; F03D   7/048
352854088,JP20100187182,FLOATING BODY STRUCTURE,"PROBLEM TO BE SOLVED: To provide a floating body structure whose installation work, maintenance and the like can be performed in a stable state.SOLUTION: The floating body structure 1 is a floating type structure floating on the water, and includes a floating body 2 configured so as to float on the water, a leg 3 arranged on the floating body 2, and a grounding unit 4 grounding the leg 3 to the water bed BW. The grounding unit 4 is configured so as to switch the floating body 2 between a floating state and a grounding state in a water area where the floating body 2 can float.",2010,B63B  43/06; B63B  21/50; B63B  35/00; F03D  11/04; Y02E  10/72; B63B  35/44; F05B2240/95
352864805,JP20110532731,NULL,NULL,2009,F02C   1/02; F03D   9/00; F03D  11/00; B63B2035/4466; Y02E  10/725; F03D   9/008; F03D   9/25; Y02E  10/38; F05B2240/93; B63B  21/50; F03D   9/02; F03D   9/12; F03D   9/007; F03D   9/10; F03D  13/25; Y02E  10/727; F03B  13/14; Y02E  10/465; Y02E  60/16
352866416,JP20110512759,??????????????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????,2010,E02B2017/0091; F05B2240/95; Y02E  10/727; F03D  13/22; E02D  27/52; E02B  17/00; E02D  27/42; F03D  11/04; E02B   3/06; E02B  17/027; E02D  27/425
352887926,CN201110379048,Dedicated connecting piece used for wind turbine and method of replacing parts of offshore wind turbine,"The invention discloses a dedicated connecting piece used for a wind turbine and a method of replacing parts of an offshore wind turbine. The dedicated connecting piece used for the wind turbine is used for connecting a crane and a cabin base or a cabin platform of the wind turbine so as to vertically support the crane. The dedicated connecting piece comprises a cylindrical main body and an upperflange and a lower flange respectively connected to upper and lower ends of the cylindrical main body, wherein the upper flange is connected with the crane; and the lower flange is connected with thecabin base or the cabin platform of the wind turbine. According to the embodiment of the invention, the replacement of parts of the offshore wind turbine is realized by adopting ordinary barge, bulk freighter or semi-submerged ship rather than a floating crane or a self-elevating ship, the rely on the special vessel is reduced, the expense cost is saved, and the time cost is also saved. In addition, the dedicated connecting piece used for the wind turbine can be repeatedly used, and the maintenance cost of the offshore wind turbine can be further saved.",2011,F03D  13/10; F03D  13/20; Y02E  10/727
352892346,CN200980158982,Interchangeable packing apparatus for aerogenerator blades,"The invention provides a interchangeable packing apparatus (4) for aerogenerator blades (1 ) whic is particularly versatile for different blade sizes and designs, and meets the different legal requirements of various countries, but still has a low manufacturing cost and high capacity of supporting the heavy loads. The packing apparatus (4) comprises an external frame (9) and an internal frame (8) wherein the internal frame (8) comprises an structural mounting and at least damper member (10) for receiving one side of at least a portion of the aerogenerator blade (1 ) and wherein the internal frame (8) substantially supports the load of at least the portion of the aerogenerator blade (1 ) and wherein the internal frame (8) is selectively positionable relative to the external frame in at least two positions in order to receive different portions of the aerogenerator blade (1 ) relative to the longitudinal axis. Moreover, the packing apparatus also comprises at least one anchor arm (14) pivotally coupled to the external frame (9) and selectively positionable.",2009,Y02E  10/72; F03D  13/40; F05B2260/301; B65D  85/68; B65D2585/6897; B65D  90/00; Y02P  70/523; B65D  88/00; F05B2260/30
352902832,CN201120255119U,Shear cylinder structure for grouting connection of offshore wind power foundation structure,"The utility model relates to a shear cylinder for grouting connection of an offshore wind power foundation structure, which has the advantages that the structure is simple, the construction is convenient, the cost is low, the stress distribution at the grouting section is improved, and the grouting connection is enhanced. The technical scheme is that the shear cylinder structure, comprising a pile body and a pile sleeve coaxially sleeved outside the pile body, is characterized in that at least one upper shear cylinder and one lower shear cylinder are arranged in a gap between the outer wall of the pile body and the inner wall of the pile sleeve, and are connected with the end surface of the pile sleeve via hanging edges on the shear cylinders; and grouting is poured into the gap. The shear cylinder structure provided by the utility model is applied to offshore wind power generating industry.",2011,E02D  27/32; E02D  27/44; E02D  27/12
352903337,CN201120315555U,Split blade vertical shaft wind-driven generator,"The utility model relates to a split blade vertical shaft wind-driven generator which comprises a wind turbine, a tower barrel, a speed increaser and a generator. The split blade vertical shaft wind-driven generator is characterized in that the wind turbine is tightly fixed on a generator head with screws through four blade shafts which are distributed in four directions of an identical plane and form a 90-degree included angle with one another; two transverse blades which can be opened and closed longitudinally to adjust the size of openings are installed on each blade shaft, so as to form wind turbine blades which are longitudinally and oppositely opened; the length of the blade can horizontally extend for dozens of meters; the generator head is connected with an input shaft of the speed increaser through a brake coupling by a main shaft; the output shaft of the speed increaser is connected with the generator through a coupling; and the main shaft of the generator head is in floating fit with the tower barrel by a bearing component. The split blade vertical shaft wind-driven generator has the advantages that the wind turbine is not required to confirm the wind direction, the generated power is strong, and the energy transformation ratio is high. In addition, the split blade vertical axis wind-driven generator also has the advantages of small volume, low height, low cost, convenience for installation and maintenance, and the like. Particularly the split blade vertical shaft wind-driven generator can realize high power wind power generation in regions with low wind speed, for example, when the wind speed is 2.5 meters/second, power generation can be realized.",2011,F03D   3/06; Y02E  10/74; F03D   9/25
352908522,NL20112008018,"METHOD FOR INSTALLING AN OFFSHORE WIND TURBINE, INSTALLATION BARGE FOR INSTALLING AN OFFSHORE WIND TURBINE.",NULL,2011,F03D   1/00; F05B2230/6102; B63B  35/003; F05B2240/95; B63B  75/00; F03D  13/10; F03D  13/40; Y02E  10/727; Y02P  70/523
352938016,DE20102016041U,Windkraftanlage und Windpark,"Windkraftanlage mit zumindest einem auf einer unteren Bezugsebene (11) aufzustellendem Tragwerk (1), welches einen Vertikalrotor (7, 8) tr‰gt, der mit wenigstens einer Schaufel (15, 16) gegen¸ber dem Tragwerk (1) und um eine zu der Bezugsebene (11) vertikale Drehachse (9) drehbar ist, und mit einem Generator (24, 25), der mit dem Vertikalrotor (7, 8) antriebsm‰flig verbunden und zur Stromerzeugung ausgebildet ist, dadurch gekennzeichnet, dass die Windkraftanlage ein windnachgef¸hrtes, vorzugsweise aus Blech ausgebildetes Windleitelement (13, 14) aufweist, welches zur Windabdeckung eines im Betrieb gegen den Wind rotierenden Teils des Vertikalrotors (7, 8) vorgesehen ist.",2010,F03D   3/02; F05B2240/93; F05B2240/96; F03D   3/0463; F03D  13/20; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   3/04; F05B2240/95; F03D   3/0445; F03D  11/04
352938992,CA20102772222,WINDMILL INSTALLATION SYSTEM AND METHOD FOR USING SAME,"Systems and methods for installing a windmill are provided. The system has a hoisting platform and a carrier. The hoisting platform is operatively connectable to at least one platform leg extending a distance above a base. The hoisting platform is positionable along the platform leg(s). The carrier receives at least one component of the windmill, and is positionable about the hoisting platform and movable thereby whereby the component(s) of the windmill is/are positionable for installation.",2010,F03D  11/00; Y02E  10/726; E02B  17/027; F03D   1/00; B63B  35/00; E02B2017/0091; F05B2240/95; F03D  11/04; F03D  13/10; F03D  13/40; Y10T  29/53961; B63B  27/16; E02B  17/00; E02B2017/0039; E04H  12/34; Y02E  10/727
352940525,US20100901532,"Apparatus for converting wave, solar and wind energy","The various embodiments herein provide an apparatus for harnessing a wave energy, solar energy and wind energy. The apparatus comprises a floating frame, a base portion connected to the floating frame and at least two linkage units. The two linkage units are a basic linkage unit and a medium linkage unit. The apparatus includes a plurality of floating flaps and at least one power extraction means. A connecting pivot is provided in the linkage units and the base portion. The floating flaps are pivoted vertically on the basic linkage unit and the base portion. The flaps associated with the floating flaps are placed under water against prevailing waves and floats associated with the floating flaps are placed on surface of the water, for absorbing the wave energy from projected portions present at edges and middle portion of the flaps.",2010,Y02B  10/70; Y02E  10/38; F03B  13/12; F03D  15/10; F03B  13/10; F03D   9/007; Y02B  10/30; Y02E  10/725; H02S  10/12; H02P   9/04; Y02E  10/727; F03D   9/00; F03D  13/25; F03B  13/20; F03D   9/25
353046572,EP20120163861,Offshore wind energy system,"The system (2) has an offshore wind energy device i.e. switching system (4), comprising a parameter determining device (10) for determining a parameter value of a parameter of an electric signal. Another offshore wind energy device i.e. wind energy plant (6), comprises another parameter determining device that determines another parameter value of the parameter of the signal. One of the determining devices determines difference between the former and the latter parameter values. A switching device separates an electric connection (8). The offshore wind energy device is formed as a transformer platform. The electric connection is formed as an undersea cable. An independent claim is also included for a method for detecting a defective electric connection.",2012,F03D  17/00; F03D   7/048; F03D   9/257; F03D   7/047; F03D   9/00; Y02E  10/723; F03D  11/00; F03D   7/04; F03D  80/00; F05B2240/95
353114209,US20070775692,Marine energy hybrid,"A marine energy hybrid includes a support structure locatable at or near the surface of a body of water and at least two of (a) a hubless upper carriage movable along an upper track of the support structure with at least one wind vane mounted at the upper carriage to induce motion of the upper carriage relative to the support structure by reaction with the wind stream, (b) a hubless lower carriage movable along a lower track of the support structure with at least one water vane mounted at the lower carriage to induce motion of the lower carriage relative to the support structure by reaction with the water current, and (c) at least one wave energy conversion device integral with the support structure and operable to generate electrical or mechanical power in response to wave motion of the body of water.",2007,F03B  17/066; F03B  13/14; F03D  80/70; F03D   5/04; F03D   9/00; Y02E  10/70; F03D  13/25; Y02E  10/727; F03B  13/16; F05B2240/93; Y02E  10/28; F03B  13/264; F03B  13/10; F03D   9/007; Y02E  10/38
353120176,US201113276214,"Foundation support system for an offshore wind energy convertor, corresponding to an offshore wind power generating facility","A foundation system for supporting an offshore wind energy convertor is provided and includes a foundation base resting on the seabed and a column supporting the wind energy convertor which is linked to the foundation base. The column and the base are linked by an articulated joint connection, allowing tilt motions of the column in all directions from a vertical axis. A wind power generator facility including such a support, and a method of erecting such a foundation system, are also provided.",2011,E02B  17/00; E02D  27/42; E02D  27/425; E02D  27/32; E02D  27/52
353120235,US201013259123,"Floating, anchored installation for energy production","A floating, anchored installation for energy production where the installation comprises at least one windmill, and where the installation is provided with at least one float driven pump.",2010,Y02E  10/727; Y02E  10/38; B63B   1/107; F03B  13/18; F03D  11/04; F03D  13/20; F03D  13/25; F03D   1/02; B63B2001/128; B63B2035/446; F03B  13/16; F03B  13/187; B63B  39/005; F05B2240/93; F03D   9/00; F03D   9/008; Y02E  10/72
353120247,US201013319620,Blade orientation of an impeller or propeller,"Efficient impeller or propeller wherein at least one blade in a set of blades on a hub of said impeller is oriented with respect to the tilted plane rotated clockwise or counter clockwise in an axis perpendicular to the longitudinal axis of said impeller. At least one blade in a set of blades of the multi-set impeller may have the same or different sizes or the same or different tilted plane angle compared to at least one blade of the adjacent set or the blade of one set may have the same or different angle as viewed from the second end of the impeller from a reference plane along the longitudinal axis of the impeller compared to the angle of at least one blade of the adjacent set. The invention also includes: blade arrangement for multi-set impeller, inner hub length variations, and hub shapes for better efficiency and utility.",2010,B64C  11/18; F03D   1/0608; F05D2250/70; B63H   1/26; Y02E  10/223; F03B   3/121; F01D   5/00; F04D  29/181; F04D  29/384; Y02E  10/721
353147532,EP20120002600,System to cool the nacelle and the heat generating components of an offshore wind turbine,A system to cool the air inside a nacelle and the heat generating components housed in the nacelle of an offshore wind turbine is presented. An upper cooling circuit (12) is disposed in the nacelle. A reservoir (16) is disposed below the upper cooling circuit (12) and has a lid that freely rotates about a vertical axis of the reservoir as the nacelle yaws. A lower cooling circuit (14) is disposed below the reservoir. Coolant is circulated through the upper cooling circuit using a cooling pump (36) disposed between the nacelle and the upper cooling circuit. The upper cooling circuit carries heat from the heat generating components and from the air inside the nacelle to the reservoir. The lower cooling circuit carries heat from the reservoir to the bottom of the tower and dissipates the heat to the sea water through a heat exchanger (38).,2012,F03D  80/60; Y02E  10/72; F03D  80/80; F05B2260/205; F03D  80/00; F05B2240/95; Y02E  10/726; F03D  11/00; Y02E  10/722
353195072,CN201110451234,Variable pitch system for offshore high-power wind driven generator group and control method for variable pitch system,"The invention discloses a variable pitch system for an offshore high-power wind driven generator group and a control method for the variable pitch system. The system comprises independent variable pitch driving systems on each blade, a variable pitch control system, a limit switch, an angular coder and a sliding ring, wherein the variable pitch driving systems are arranged in a hub on the front part of a cabin; the communication and the motive power of the variable pitch driving systems are realized through the sliding ring connected with the main control system in the cabin; and the variable pitch control system is used for allocating instructions from the main control system in the cabin to drivers and feeding back related signals detected by the angular coder, a rotation coder, the limit switch and a blade root sensor to the main control system in real time. In the variable pitch system, the force bearing acceleration sensor is arranged at a blade root and is used for detecting different applied forces of blades at different positions and feeding back to the variable pitch control system, and the variable pitch control system is used for sending a corresponding instruction to the driving systems, so that the size of a pitch angle is separately corrected, and the variable pitch system is completely independent.",2011,Y02E  10/723; F03D   7/00
353195081,CN201110429077,Wind power and hydraulic power comprehensive power generation system,"The invention relates to a wind power and hydraulic power comprehensive power generation system, which comprises a tower which is arranged on a seabed and extends out of the sea surface. The top of the tower is provided with a wind blade and a first transmission mechanism; a core shaft of the wind blade is connected with an input end of the first transmission mechanism; an upright post, which is immersed in seawater, of the tower is provided with a turbine blade and a second transmission mechanism; a core shaft of the turbine blade is connected with an input end of the second transmission mechanism; the tower is also provided with an automatic transmission and a differentiator with two input semi-shafts; an output shaft of the first transmission mechanism is connected with an input end of the automatic transmission; an output end of the automatic transmission is connected with the first semi-shaft of the differentiator; an output end of the second transmission mechanism is connected with the second semi-shaft of the differentiator; and an output end of the differentiator is connected with an input shaft of a generator. Offshore wind power and ocean current is comprehensively utilized to generate power, two green energy resources are organically combined, so that the construction cost is reduced, the power generation power is improved, and the auxiliary equipment is simplified.",2011,Y02E  10/72; F03D  11/02; Y02E  10/223; F03B  13/00; F03B   3/18; F03D   9/00
353195082,CN201110447757,Wind driven generator system arranged on land for generator group,"The invention discloses a wind driven generator system arranged on land for a generator group. The wind driven generator system comprises a wind wheel, a Z-shaped mechanical transmission mechanism, a multi-stage variable speed gear, a stable drive ratio gear speed increaser, a hydraulic speed regulator, an alternating current generator and a tower frame, wherein a rotation shaft of the wind wheelis connected with the Z-shaped mechanical transmission mechanism; the upper end and the lower end of the Z-shaped mechanical transmission mechanism are respectively arranged at the top and the bottomof the tower frame; and an output end of the Z-shaped mechanical transmission mechanism is positioned at the bottom of the tower frame and is sequentially connected with the multi-stage variable speed gear, the stable drive ratio gear speed increaser, the hydraulic speed regulator and the alternating current generator which are arranged on a horizontal base at the bottom of the tower frame. By the wind driven generator system, the technical problem that a cabin of the generator group is difficult to be arranged at the top of the tower frame is solved, a mechanical transmission system is further improved, the alternating current generator can be driven at a constant rotational speed of 3,000 rotations/minute, and electric energy can be directly connected to an electric grid. Compared with the prior art, the wind driven generator has the advantages that the output shaft can be connected with the generator group in the conventional cabin by means of the Z-shaped mechanical transmission mechanism, and the generator group can be arranged on the base at the bottom of the tower frame.",2011,F03D  15/00; F03D  15/10; F05B2260/4031; F03D  11/02; F03D  13/20; Y02E  10/72; F03D  80/70; F05B2240/95; F03D   9/00; F03D   9/25
353225722,US201113294219,Turbine airfoil formed as a single piece but with multiple materials,"An air cooled turbine airfoil includes a multiple pass serpentine flow cooling circuit formed from a metallic printing process in which the blade can be printed from different materials as a single piece blade. The blade includes a multiple pass serpentine cooling circuit in which the channels include ribs and pin fins that are formed perpendicular to the airfoil wall. The inner chordwise extending rib, the ribs and the f[pin fins and the outer airfoil wall call all be printed as a single piece but all with a different material in order to control the metal temperature of the blade. a seven pass serpentine flow cooling circuit can be formed that flows along the pressure side wall and then the suction side wall and use low flow cooling amount.",2011,F01D   5/20; B63H   1/26; F03B   3/12; F05D2250/314; B64C  11/00; B64C  27/46; F05D2230/30; F01D   5/08; F01D   5/18; F05D2260/22141; F03D  11/02; B63H   1/14; B63H   7/02; F01D   5/187; F04D  29/58; F05D2230/20; F05D2260/2212
353226540,ES20110001369,SISTEMA DE AMARRE DE EMBARCACIONES A UNA ESTRUCTURA FIJA,"Sistema de amarre de embarcaciones a una estructura fijaComprende:- una plataforma de acceso (1) unida a la estructura fija (E);- una pasarela de acceso (2) unida de manera articulada por un primer extremo (2a) a un elemento mÛvil vinculado a dicha estructura fija (E), de manera que puede pivotar respecto de un eje horizontal o sustancialmente horizontal; y- un muelle de amarre flotante (M) fijado a un segundo extremo (2b) de la pasarela de acceso (2).",2011,B63B  27/30; E01D  15/24; E02B  17/027; F03D  80/50; E02B   3/20; F03D  13/25; E02B2017/0065
353234961,CA20102772323,WINDMILL CONVEYANCE SYSTEM AND METHOD FOR USING SAME,"A conveyance system and method for delivering at least one component of a windmill to a location is provided. The system is provided with a transporter and a transfer system. The transporter is positionable adjacent a base at the location. The transfer system is provided with a plurality of rails, a support and at least one slider. The rails are positionable on the base and the transporter. The support has a first portion of the rails of the transporter thereon. The support is positionable along a second portion of the rails on a surface of the transporter, and slidably movable between a retracted and extended position whereby the support is selectively positionable adjacent the base. The slider carries component(s) of the windmill. The slider is slidably movable along the rails of the transporter and the base whereby the component(s) is/are slidably transferrable between the transporter and base.",2010,F03D   1/00; F03D  11/04; F05B2240/95; F03D  13/40; E02B  17/00; E02B2017/0039; E02B2017/0091; Y02E  10/726; B63B  35/00; E02B  17/027; F03D  11/00; F03D  13/10; B63B  27/16; E04H  12/34; Y02E  10/727; Y10T  29/53961
353234962,CA20102772327,WINDMILL HANDLING SYSTEM AND METHOD FOR USING SAME,"A handler for handling at least one component of a windmill is provided. The handler is provided with at least one grip and a bracing. The grip(s) are for releasably receiving the component(s) of the windmill. The grip has at least one foot positionable on a base for supporting the component(s) of the windmill on a surface thereof. The bracing is operatively connectable to the grip(s), and is receivable by a carrier for transport thereby whereby the component(s) is/are transportable by the carrier.",2010,E02B2017/0091; F03D  11/00; F05B2240/95; B63B  35/00; E02B  17/027; F03D   1/00; F03D  13/10; Y02E  10/726; F03D  11/04; Y10T  29/53961; E02B  17/00; B63B  27/16; E02B2017/0039; E04H  12/34; Y02E  10/727; F03D  13/40
353237844,CN201110332591,Offshore wind turbine installation platform and hoisting device thereof,"The invention discloses a hoisting device of an offshore wind turbine installation platform, comprising a hoisting boom and a derricking wire rope, wherein the root of the hoisting boom is hinged with a platform body of the offshore wind turbine installation platform and the tail end of the hoisting boom is connected with the derricking wire rope fixedly. The hoisting device further comprises a guide frame, wherein a wind turbine holding mechanism is arranged at the tail end of the guide frame and the tail end of the hoisting boom is hinged with the guide frame; a balance arm in parallel with the hoisting boom is arranged at one side of the guide frame, which is far away from the hoisting boom, and the hoisting boom is equal to the balance arm in length; a transverse beam in parallel with the platform body is arranged on the guide frame fixedly, the root of the balance arm is hinged to the platform body and the tail end of the balance arm is hinged to the transverse beam. According to the invention, a wind turbine can be always kept in an upright state without other auxiliary ship drawing, so positioning difficulty of the wind turbine is reduced and even big sea stormy waves cannot affect the installation of the wind turbine much, thus an offshore environment affects the construction less. The invention also discloses the offshore wind turbine installation platform provided with the hoisting device.",2011,E02B  17/00; B66C  23/62; E02D  27/42; B66C  23/84; B66C  23/64; E02D  27/44
353237881,CN201110392363,Annular negative pressure foundation cofferdam and construction method thereof,"The invention relates to an annular negative pressure foundation cofferdam and a construction method thereof. The invention aims to provide the annular negative pressure foundation cofferdam which is low in investment, easy and convenient to construct, and safe and convenient and the construction method for the annular negative pressure foundation cofferdam. According to the technical scheme, the annular negative pressure foundation cofferdam is characterized in that: at least two negative pressure foundation structures are connected end to end through a connecting piece to form a closed annular structure, and the single negative pressure foundation structure is spliced into a section of circular arc of the annular structure by at least one bucket foundation. The cofferdam is suitable for a temporary surrounding structure required by offshore wind turbine foundation construction.",2011,E02D  27/44; E02D  27/52; E02D  11/00; E02D  19/04
353239963,CN201110308466,Movable model device of system of offshore wind power synchronized through flexible DC (Direct Current) power transmission,"The invention discloses a movable model device of a system of offshore wind powder synchronized through flexible DC (Direct Current) power transmission. The movable model device comprises a main circuit system and a control protection system, wherein the main circuit system comprises an offshore wind power generator unit simulation device, a flexible DC power transmission system, an AC (Alternating Current) bus and a movable model grid, the flexible DC power transmission system is respectively connected with the offshore wind power generator unit simulation device and the AC bus through solid switches and consists of an even number of structural units, wherein each structural unit comprises a converter transformer, a reactor, a voltage source type converter, a DC capacitor, a grounded circuit, a DC line, a solid switch and voltage and current mutual inductor elements, and the control protection system comprises a background computer, a microcontroller system and a data acquisition card system. The movable model device disclosed by the invention provides a reliable and convenient research platform and test environment for a main circuit design, dynamic response characteristic analysis, control policy design and control system of the system of offshore wind powder synchronized through flexible DC power transmission.",2011,H02J   3/38; Y02E  10/763
353311065,CN201120285458U,Driving device for warship,"The utility model discloses a driving device for a warship, which is characterized by comprising wind-driven generator heads, speed reducers, motor-vehicle rear bridges and motors, wherein the wind-driven generator heads are arranged into two rows and form a generator unit; installing fan-blade ends of the wind-driven generator heads are opposite and are fixed on a bottom frame at intervals in a staggered manner; a chain wheel is arranged on a shaft of each wind-driven generator head, and all the chain wheels are connected in series by a chain; the two ends of the generator unit are respectively connected with one speed reducer; the outer side of the bottom frame is provided with the plurality of motor-vehicle rear bridges connected with the motors; a transmission shaft of each motor-vehicle rear bridge is provided with a water rocking wheel; and the motors are electrically connected with the generator unit. The driving device adopts the speed reducers driven by other power sources or self-generated power to drive the wind-driven generator heads to rotate for generating power, thus providing continuous power for the traveling of warships. In the driving device, the structure is simple, the installation is convenient and the investment is low.",2011,B60L   8/00; Y02E  10/725; F03D   9/11; Y02T  10/7083; B63H  21/17; F03D   9/32
353312954,CN201120313364U,Wind wave hybrid power generation conversion device,"The utility model discloses a wind wave hybrid power generation conversion device which comprises a floating body, a power generator, a speed changing box, a wind energy input mechanism, a wave energy input mechanism, a ratchet wheel mechanism, a planetary wheel mechanism and a transmission mechanism, wherein the power generator and the speed changing box are installed on the floating body; and the transmission mechanism consists of a bevel gear, a bearing and a chain wheel mechanism. The wind wave hybrid power generation conversion device is characterized in that two ratchet hole bevel gears are meshed with a water turbine shaft gear; the models of the ratchet hole bevel gears are the same; the direction of backstops arranged on the ratchet wheel is the same; two ratchet wheels are connected with one end of a wave power solar wheel input shaft through bolts; the other end of the wave power solar wheel input shaft is provided with a wave force bolt bevel gear; and one end of a wind power solar wheel input shaft is connected with a large chain wheel through a bolt, and the other end of the wind power solar wheel input shaft is connected with a wind power bolt bevel gear. Electricity is generated through hybrid power conversion by utilizing the fluctuation effect up and down by waves in the ocean and wind power resouces on the sea level of the floating body comprehensively.",2011,F03B  13/14; Y02E  10/725; F03D   9/00; H02K   7/18; F16H  37/00; Y02E  10/38; Y02E  10/722
353319657,US201013265909,Control method for a floating wind turbine,A controller for a floating wind turbine is adapted to cause the wind turbine to extract energy from wave-induced motion of the turbine. The controller controls the rotor speed of the turbine by controlling the torque of the load presented to the rotor such that the rotor speed varies in response to wave-induced motion.,2010,B63B  39/06; F03D   7/0276; F03D   7/042; F03D   7/04; Y02E  10/38; F03B  13/14; Y02E  10/723; B63B  39/062; F05B2240/93; F03D   7/02; F03D  13/25; F03D   7/0272; Y02E  10/727; F03B  13/10
353324044,ES20060762556T,RegulaciÛn de potencia de un parque eÛlico,"Procedimiento para la regulaciÛn de una instalaciÛn de energÌa eÛlica (1) que presenta un generador (14) accionado mediante un rotor (13) y un convertidor (15) conectado a Èste, asÌ como un control (2, 5), regulando el control (2, 5) con un mÛdulo de regulaciÛn de potencia (25, 55) la potencia emitida a travÈs de un trayecto de conexiÛn (4) a una red de transmisiÛn de energÌa (9), estando definida para el trayecto de conexiÛn (4) una corriente m·xima (IM), caracterizado por la determinaciÛn de una reserva de corriente (?I) que con la potencia (P) emitida a la red de transmisiÛn de energÌa (9) queda remanente hasta la corriente m·xima (IM), y la determinaciÛn de un valor de correcciÛn (?P) para seguir al valor lÌmite de la potencia (P) emitida, en funciÛn de la reserva de corriente (?I).",2006,F03D   9/257; F05B2240/95; H02J   3/383; F03D   9/00; H02P   9/04; Y02E  40/34; H02J   3/1885; F05B2240/96; F03D   7/0284; F03D   9/255; H02J   3/386; Y02E  10/763; Y02E  40/32; Y10T 307/522; F03D   7/028; H02J   3/16; Y02E  10/723; Y02E  10/563
353325596,EP20120714265,A METHOD OF OBTAINING VERTICAL ALIGNMENT OF A TOWER,NULL,2012,F03D  11/04; E04H  12/085; E02D  27/42; E02D  27/425; E04H  12/08; F03D   1/00; E02D  27/52; F05B2230/608
353415332,CN201110436445,Floating type offshore wind turbine base and positioning system thereof,"The invention provides a floating type offshore wind turbine base and a positioning system of the floating type offshore wind turbine base. The positioning system comprises at least three catenaries, wherein one end of each catenary is respectively connected with a wind turbine base, another end of each catenary is respectively connected with seabed, so that the force of the wind turbine base can be balanced; and the positioning system further comprises a tensioning wire, wherein the tensioning wire extends to the seabed so as to be connected with the seabed along the direction which is in parallel with the lengthways centre line of the wind turbine base from the bottom of the wind turbine base. The floating type offshore wind turbine base with the positioning system structure is reliable and simple and low in cost, so that the running amplitude of the whole floating type offshore wind turbine base can be effectively reduced.",2011,E02D  27/44; E02D  27/42; E04H  12/20
353416851,CN201110273861,Sea surface wind field simulation test device,"The invention discloses an indoor sea surface wind field simulation test device which comprises a movable rack, an axial-flow fan unit and a computer control system. The axial-flow fan unit is fixed on a rotation shaft vertically led down at the tail end of a suspension arm; the suspension arm is fixed on a shaft of a rotatable support of a support column; a computer controls the suspension arm to swing up and down along the shaft of the support, controls the support column fixing the suspension arm to rotate and controls the rotation shaft fixing the axial-flow fan unit to rotate so that the wind blown by the axial-flow fan unit can be adjusted at any angle, the real conditions of the wind power environment change in the marine environment are simulated in a laboratory, and a reliable test technical means for conducting a wind power environment test is provided for the marine environmental monitoring equipment and the ocean energy generation device.",2011,G01M   9/00
353442539,SE20100051025,Anordning fˆr bÂtframdrivning eller energiproduktion,NULL,2010,B63H   5/03; F03B  13/18; F03B  17/06; F03B  17/066; B63H   5/02; F03D   5/00; Y02B  10/30; B63H   1/04; Y02E  10/28; F03B   9/00; F03B  17/068; F03D   5/02
353460814,SI20100000326,A DEVICE FOR PRODUCING AND ACCUMULATING ELECTRIC POWER,"A device for producing and accumulating electric power is suggested, at which an each river decanted hydroelectric power station, composed of dam with turbine and generator, which is through suitable attachment electrically connected with each electric network, and above/before dam available storage lake with the level of water on each available height potential, equipped with return electric wire, with installed pump for pumping water from the area below the dam and therefore for the turbine, which is mechanically connected with applicable generator, in the area of before/above mentioned dam, at which the mentioned pump thanking to steering unit forced with the energy of at least one solar electric power station or/and at least one wind electric power station or by the choice with energy from electric network, on which through the attachment a mentioned generator of hydroelectric power station is attached.",2010,F03B  13/06; F05B2240/40; F03B  15/00; F03D   9/007; F03D   9/14; Y02E  10/72; F03D   9/255; Y02E  10/22; Y02P  80/158; Y02E  60/17
353467232,US20100913023,Floating vertical axis wind turbine,"A large floating vertical axis wind turbine with a floating inner cylinder having rotor blades that rotate together as an assembly, and a floating outer cylinder with a central opening in which the floating inner cylinder rotates for support against tipping. Outriggers with floating devices on the ends extend out from the floating outer cylinder for additional stability. The floating inner cylinder is partially supported by a top bearing on the outer cylinder to carry some of the load from the rotor blades.",2010,F05B2250/86; F03D   9/00; F03D  80/70; F03D   3/061; Y10T  29/49229; F05B2240/93; B23P  17/00; B23P  17/04; Y02E  10/727; Y02E  10/74; Y10T  29/49826; F03D  13/25
353478693,EP20120166445,System and method for mooring a floating vessel against a stationary object,"A system is provided for mooring a vessel against a stationary object, for example the mast of a wind turbine erected in water. The stationary object comprises at least one substantially vertical bumper bar which is attached to the stationary object by means of an extension. The vessel comprises a hull, an engine for propelling the vessel, and a buffer body which protrudes in relation to the hull. The bumper bar comprises a substantially vertical, inside guide track which substantially faces the stationary object and a substantially vertical, outside guide track which substantially faces away from the stationary object. The vessel comprises at least one engagement arm which at one end is provided with an engagement member. The engagement arm can be moved in relation to the hull between a mooring state, in which the engagement member engages on the inside guide track of the bumper bar and is vertically displaceable along this, and a release state, in which the engagement member is out of engagement with the inside guide track. The buffer body in the mooring state engages on the outside guide track of the bumper bar and is vertically displaceable along this. The inside guide track protrudes sideways in relation to an adjacent part of the extension of the bumper bar such that the engagement member of the engagement arm in the mooring state can be moved past the extension on vertical displacement along the inside guide track of the bumper bar.",2012,B63B  21/00; B63B  27/14; B63B  59/02; B63B  27/30; B63B2021/003; E02B   3/24
353575525,EP20120716579,DIFFUSER AUGMENTED WIND TURBINES,NULL,2012,F05B2240/124; F05B2240/92; F05B2240/95; F05B2280/5001; Y02E  10/72; F03D   1/025; Y02B  10/30; F03D   1/04; F05B2240/133; F05B2240/40; F03D   1/06; F05B2240/122; F05B2240/33; F05B2240/93; Y02E  10/721; F03D   1/02; F03D   1/0625; F05B2210/30; F05B2240/132; F05B2240/311
353590098,CN201110439944,Construction method for installing offshore wind power generation fan,"The invention in particular provides a construction method for installing an offshore wind power generation fan, solving the problems that the existing offshore wind power generation fans have high installation costs and the equipment is not easy to rent. The construction method comprises the following steps of: a. erecting support columns with connecting cross beams on a working platform; b. arranging guide columns in the support columns; c. installing winches, arranging support ring beams in the guide columns and arranging hydraulic drive bolts and hydraulic jacks on the inner walls of and below the support ring beams respectively; d. sliding the first section of a tower drum to an installation platform; e. after adopting the winches to hoist the first section of the tower drum to a predetermined height, inserting the hydraulic drive bolts into a ring beam of the first section of the tower drum; f. using the winches to hoist the second section of the tower drum until the hydraulic drive bolts are inserted into a ring beam of the second section of the tower drum and repeating the above steps until tower drum installation is completed; and g. installing vanes and connecting the ring beams of the tower drum with the working platform by reinforcing ropes. The construction method has the following beneficial effects that: the installation cost is reduced while the fan installation requirements are met; and the construction quality is ensured.",2011,E02D  27/42; E02B  17/00; E02D  27/44
353598916,CN201120265137U,Conch-type sail navigation-assisted mechanical device,"The utility model relates to a conch-type sail navigation-assisted mechanical device which comprises a sail; the middle lower part of the sail (1) is provided with a circular hole (10); a wind turbine (2) is additionally arranged at an opening of the circular hole (10); the sail (1) is arranged on a radar type rotation base (3) equipped with a sail positioning self-locking keying (8); the radar type rotation base (3) realizes horizontal rotation, and mainly comprises a two-dimensional connecting rod mechanism (11), a sail twist-prevention support (5), a rotation bracket (7) and a deck guide rail (6); and the wind turbine (2) automatically adjusts a rotation angle (12) of a blade through a computer according to wind speed and wind direction. Compared with the common hard/soft sail, the sail in the device can increase effective voyage rate so as to increase economy; and an emergent power generation device is additionally arranged so as to assist manual sail operation, and the safe operability of a ship under sudden parking situations under severe sea conditions is improved.",2011,B63H   9/06; F03D   9/00; Y02E  10/72
353623452,US201013384078,Marine wind turbine having a pylon vertically adjusted by setting,"An off-shore wind turbine with a base supporting a pylon and a wind engine, the wind turbine being characterized in that the said base includes a tubular cavity, a bottom portion of said pylon being fixed in embedded manner inside said tubular cavity using a device that enables the angle of inclination of the axis (ZZ?) of the pylon to be adjusted relative to the axis (Z1Z?1) of the tubular cavity; and the adjustment device includes independent chocking mechanism interposed between the pylon bottom portion and the tubular cavity; and a centering mechanism secured to the pylon bottom portion and/or to the tubular cavity, the centering mechanism being situated inside the tubular cavity below at least some of the chocking mechanism and suitable for holding the point of intersection of the axis (ZZ?) of the pylon bottom portion with the axis (Z1Z?1) of the tubular cavity in a fixed position.",2010,F05B2240/97; E02D  27/42; F03D   1/00; E04H  12/18; F03D  13/22; Y10T  29/49316; E04H  12/085; F03D   7/02; E02D  27/52; E04H  12/08; F03D  11/04; Y02E  10/727; E02D  27/425; F05B2240/95
363511530,US201213357059,FLOATING WIND TURBINE WITH TURBINE ANCHOR,The wind turbine 20 includes a wind driven turbine wheel 22 rotatable about a central axis 29 that has sail wings 30 that catch the wind and rotate the turbine wheel 22. An anchor 58 has its anchor line 56 attached to the turbine wheel at its axis of rotation 29 to prevent tilting the wind turbine in response to high wind conditions.,2012,F03D   9/00; F03D  13/25; F03D  80/70; Y02B  10/30; Y02E  10/725; F03D   1/02; Y02E  10/721; B63B  21/48; Y02B  10/70; Y02P  80/158; F05B2240/932; Y02E  10/727; F03D   9/25; F05B2240/95
363517729,CN201110442496,Floating type wind power plant,"The invention discloses a floating type wind power plant which comprises a plurality of wind machines with anchoring systems at the periphery and a plurality of self-balanced wind machines without the anchoring systems in the interior, wherein a floating platform of each wind machine floats in water so as to support the wind machine above water surface, the wind machines at the periphery are anchored on a seabed or a lakebed through the anchoring systems; the two adjacent internal wind machines are mutually connected through a flexible stay-chain, and in connection, one end of the stay-chain is connected with a lower middle position of a tower of one of the two adjacent wind machines, and the other end of the stay-chain is connected with a position of the floating platform of the other wind machine near the bottom; at least one ring of floating type wave eliminating devices with the anchoring systems are also arranged at the periphery of the wind power plant; the wind power plant is surrounded by the floating type wave eliminating devices; and the floating type wave eliminating devices are anchored on the seabed or lakebed through the anchoring systems; and the wind machines at the periphery are connected with the floating type wave eliminating devices through the stay-chains.",2011,B63B2021/505; B63B  21/50; F03D  13/25; B63B  35/00; B63B2035/446; F03D   9/25
363522023,CN201080024976,Composite components of heat-curing resins and elastomers,"The invention relates to a plastic composite component (10) which is formed by a thin hard plastic outer layer (12), at least one elastomer layer (14) adjoining the former on the inside, and at least one metal and/or plastic carrier layer (16) adjoining said elastomer layer on the inside and made of a fibre reinforced plastic (FRP), a carbon fibre reinforced plastic (CRP) or glass fibre reinforced plastic (GRP), and is arranged on a component or at least partly forms the latter, as an impact protection part, as a splinter protection part, as a protective part against sudden total failure or as a protective part against vibrations and vibration damage, against resonance, for the purpose of damping oscillations or for the purpose of acoustic damping.",2010,A61F2002/5056; A63C  11/227; B60R  25/10; B63H  16/04; Y02T  50/43; Y10T 428/31826; B32B  17/04; B60R  25/04; B63B   3/68; B64C  27/473; Y02T  70/143; B63B   5/24; F05B2260/96; F05B2280/5001; Y10T 442/2926; A61F2002/5055; B32B  27/04; F05C2251/02; B60R2325/304; Y02E  10/721; A63C   5/122; B32B  25/10; B63B  32/57; B64C  39/00; B64C2027/4736; Y10T 428/31855; B32B  25/08; F05B2280/6003; F05C2253/04; Y10T 428/31504; B29C  70/086; B63B  34/20; F03D   1/065; Y10T 428/31663
363523078,CN201080025427,Floating wind turbine with turbine anchor,The wind turbine (20) includes a wind driven turbine wheel (22) rotatable about a central axis (29) that has sail wings (30) that catch the wind and rotate the turbine wheel (22). An anchor (58) has its anchor line (56) attached to the turbine wheel at its axis of rotation (29) to prevent tilting the wind turbine in response to high wind conditions.,2010,Y02E  10/721; Y02B  10/30; Y02E  10/725; B63B  21/48; F03D  13/25; Y02P  80/158; F03D   1/02; F05B2240/932; Y02B  10/70; Y02E  10/727; F03D  80/70; F03D   9/25; F03D  11/04; F05B2240/95
363526760,CN201120331862U,Safety protection device of marine wind generating set,"The utility model discloses a safety protection device of a marine wind generating set, which comprises a variety of automatic safety protection connection points, a variety of manual safety protection connection points, a safety treatment unit and a main controller PLC (Programmable Logic Controller), the number of safety treatment unit is one, and the safety treatment unit is arranged in a cabin cabinet of the wind generating set, the automatic safety protection connection points and the manual safety protection connection points are connected with an input end of the safety treatment unit, an output end of the safety treatment unit is connected with the a variable-pitch power relay, an off-course power relay and a converter power relay of the wind generating set, and the safety treatment unit is connected with the main controller PLC in a communication way. According to the safety protection device, only the safety treatment unit is arranged in the cabin cabinet, so that the contact between the safety treatment unit and the high-humidity and high-concentration salt mist marine plane is reduced, the safe operation time of the wind generating set is prolonged, the hidden danger that the whole safety system ceases to be effective is reduced, the reliability of the marine wind generating set is effectively protected, and the project risk is controlled.",2011,F03D   7/00; H02H   7/00; Y02E  10/723
363562346,EP20120719385,A VESSEL AND A METHOD FOR INSTALLING OR REPAIRING AN OFFSHORE STRUCTURE,NULL,2012,F05B2240/95; B63B  35/00; B63B  35/003; B63B  35/28; B63B  35/4406; E02B  17/021; E02B2017/006; F03D  13/10; F03D  13/40; Y02E  10/727; B63B  35/44; E02B  17/0034; F03D   1/00; Y10T  29/49718
363588318,US201013384154,"Catamaran ship used for assembling, transporting and installing a marine wind turbine on the seafloor","A catamaran-type boat suitable for handling, assembling, and/or transporting off-shore wind turbines, the boat having two side floats constituting a U-shaped floating structure, the open space between the two branches of the U-shape constituted by the two side floats being suitable for receiving a base, the floats being fitted with grippers suitable for gripping the base between the two side floats, and the grippers being suitable for gripping the base and at least two grip levels of different heights.",2010,B63B   1/12; F03D   1/00; F05B2240/95; B63B  35/003; F03D  13/25; B63B   1/00; F03D  13/40; E02D   5/74; F05B2240/932; Y02E  10/727; B63B  35/00; F03D  13/10; E02D   5/54; B63B  75/00
363589574,US20100972443,Vertical wind power generator with automatically unstretchable blades,"A vertical wind power generator with automatically unstretchable blades is disclosed. The vertical wind power generator includes a generator, a linkage mechanism, a lifting type blade assembly, a resistance type blade assembly and a drive unit. The drive unit provides power for driving the linkage mechanism. The drive unit has an output shaft movable between a first position and a second position. When the output shaft is moved to the first position, the linkage mechanism is driven to move the resistance type blades to a stretched position. When the output shaft is moved to the second position, the linkage mechanism is driven to move the resistance type blades to an unstretched position.",2010,B64C   1/00; F03B   7/00; F03D   3/02; F03D   3/061; F05B2240/213; F05B2240/214; H02P   9/04; B64C  27/00; Y02E  10/74; F03D   3/005; F03D   7/00; F03D   7/026; F03D   9/00; B63H   3/00; F03D   7/041
363591467,US201113341980,Flow driven engine,"A system for converting between fluid movement, such as wind, and mechanical rotation is disclosed. The system includes a support which is rotatable about a first axis orthogonal to the direction of fluid movement and at least one panel mounted on the support for rotation about a said axis. The panel includes a matrix of flaps (elementary panels) mounted on the panel framework for rotation about a multiple secondary axes; and retaining hardware serving to resist rotation of the said flaps during a first portion of the rotation cycle of the support and permitting the flaps to rotate freely during a second portion of said cycle. The panel provides a driving torque during said first portion of the cycle and moving freely to an orientation of minimum fluid resistance during said second portion.",2011,F03D   3/067; F05B2260/421; F05B2240/211; F05B2240/40; F05B2240/93; F05B2240/221; F03D   3/06; F03D  13/25; Y02E  10/727; Y02E  10/74
363599848,EP20110840004,METHOD OF DYNAMIC ENERGY-SAVING SUPERCONDUCTIVE PROPELLER INTERACTION WITH A FLUID MEDIUM,NULL,2011,B64C  11/00; F03D  11/00; B63H   1/28; B64C  21/025; F01D   5/18; F15D   1/00; Y02T  70/542; Y02T  50/166; B63H   1/26; B64C  21/02; F01D   5/14; F15D   1/008; F01D   5/147
363709210,JP20100198287,"FLOATING STRUCTURE FOR OFFSHORE FACILITY, AND METHOD FOR CONSTRUCTING OFFSHORE FACILITY","PROBLEM TO BE SOLVED: To provide a floating structure for an offshore facility and a method for constructing the offshore facility capable of reducing the construction cost of an anchor.SOLUTION: The floating structure 10 for the offshore facility includes a body 16 constituted of: a center buoyant body 12 as a base of the offshore facility; and outer buoyant bodies 14 which are arranged on the outer radial direction side from the center axis Z of the center buoyant body 12 in the vertical direction, and respectively connected to the center buoyant body 12. The floating structure 10 further includes a gravity type anchor 22 to be lowered so as to moor the body 16 to the seabed with a tensioned mooring rope, and a detachable temporary buoyant body 24 for canceling the in-water weight of the anchor 22. The floating structure 10 for the offshore facility manufactured by a manufacturing yard is towed to a sea area for installing the offshore facility, and the anchor 22 is lowered from the body 16, and landed to the seabed. Then, the draft of the body 16 is increased, and the mooring rope is fixed to the body 16, and the initial tension is generated in the mooring rope by reducing the draft of the body 16, and the temporary buoyant body 24 is removed.",2010,B63B  21/50; B63B  35/00; F03D  11/04; Y02P  70/523; Y02E  10/72; B63B  35/44
363728535,EP20120720580,"SYSTEM FOR CONVERTING WIND ENERGY INTO ELECTRICAL ENERGY THROUGH THE FLIGHT OF POWER WING PROFILES TETHERED TO THE GROUND BY CABLES OF A FIXED LENGTH, WITHOUT PASSIVE PHASES, AND WITH AUTOMATIC ADAPTATION TO WIND CONDITIONS",NULL,2012,F03D  13/20; F05B2240/93; Y02E  10/727; F05B2240/311; F03D   5/02; Y02E  10/70; F05B2240/94; F05B2240/95; Y02E  10/721; F03D   9/25; F05B2240/941; Y02E  10/725
363732437,US201113294065,Power generating apparatus of renewable energy type,"A power generating apparatus includes a rotating shaft, a hydraulic pump driven by the rotating shaft, a hydraulic motor driven by operating oil supplied from the hydraulic pump; and a generator coupled to the hydraulic motor. The apparatus further includes an oil line connected to the hydraulic pump and the hydraulic motor for circulating the operating oil between the hydraulic pump and the hydraulic motor, an oil cooler connected to the oil line for cooling the operating oil by heat exchange with a cooling medium, a cooling-medium line supplying the cooling medium to the oil cooler; a bypass line diverging from at least one of the oil line and the cooling-medium line and merging into at least one of the oil line and the cooling-medium line to bypass the oil cooler; and a flow regulating valve in at least one of the oil line and the cooling-medium line.",2011,F03D  15/20; Y02E  10/727; Y02E  10/721; F03D   9/25; F03D   9/28; Y02P  80/158; F03D   9/00; F03D  13/25; F03D  80/70; F16D  31/02; F03D  80/60; F05B2260/20; F05B2260/406; Y02E  10/725
363742011,CN201010538370,Offshore fan installing platform and fan integral installation rotary holding and lifting mechanism,"The invention discloses a fan integral installation rotary holding and lifting mechanism which comprises a gate type installation frame (2), a rotary power part (7), an upright (51) and a cradle (8) used for supporting a tower, wherein a holding mechanism (1) is arranged between two support legs (21) of the gate type installation frame (2), a lifting mechanism (4) is arranged between the holding mechanism (1) and the gate type installation frame (2), the upright (51) is positioned below the holding mechanism (1), the cradle (8) is hoisted below the holding mechanism (1) through a telescopic hoisting rope (6), and two ends of the rotary power part (7) are respectively connected with the upright (51) and the cradle (8). The fan integral installation rotary holding and lifting mechanism provided by the invention can conveniently realize integral lifting and rotating of a fan so as to realize alignment of a bolt hole of a tower connection flange and a bolt hole of a fan foundation connection flange. The invention also discloses an offshore fan installation platform.",2010,B66C  25/00; B66C   1/42; F03D  11/00
363758897,CN201120392822U,Shutter-type wind collection and closed protection system for vertical wind power,"A shutter-type wind collection and closed protection system for vertical wind power relates to a wind collection and protection system for vertical wind power. The shutter-type wind collection and closed protection system for the vertical wind power aims at resolving the problems that an existing wind power generation system is limited in area of wind collection plates, restricted in wind collection amount, low in utilization rate of wind power and poor in working capability of lower wind speed area. A first scheme is that the shutter-type wind collection and closed protection system for the vertical wind power comprises a shutter wind collection device, a driving shaft is rotatably arranged on a shutter frame, two driving chain wheels are positioned on the driving shaft, the driving chain wheels at the same side are connected through a driving chain, a shutter wind plate is arranged on the driving shaft, a driving motor is arranged on a shutter anchor block, the shutter wind plate is arranged in a horizontal extension face of the working state of the rotary wind collection plate, and the shutter wind plate, the rotary wind collection plate and a wind power protection plate commonly form the wind collection protection system. A second scheme is different from the first scheme, and the shutter wind plate and a movable rotary wind collection plate commonly form the wind collection protection system. The shutter-type wind collection and closed protection system is applied to wind power generation.",2011,F03D  80/00; F03D   3/04; F03D   7/06; Y02E  10/74; F03D   9/25; F03D   3/00
363819987,EP20110841763,"SHIP FOR INSTALLING OFFSHORE WIND TURBINES, AND METHOD FOR INSTALLING OFFSHORE WIND TURBINES USING SAME","Provided are a ship for installing offshore wind turbines and a method for installing offshore wind turbines using the ship, whereby wind turbines can be installed by simple operations when pre-assembled wind turbines are transported and installed at sea. In the ship for installing offshore wind turbines (1), multiple wind turbines (3), each obtained by assembling a tower (5), a nacelle (7) and rotor blades (9), are loaded side-by-side in the longitudinal direction of the hull, the ship is towed or self-navigated to an area of sea where the wind turbines are to be installed, and the wind turbines (3) are installed on pre-installed foundations. The ship for installing offshore wind turbines (1) is provided with a handling apparatus (16) that travels in the longitudinal direction of the hull, and holds and lifts the tower (5) of a wind turbine (3). When installing a wind turbine (3) on a foundation, the handling apparatus (16) travels to the foundation positioned at the rear of the hull while holding and lifting the tower (5) of the wind turbine (3), and installs the wind turbine (3) on the foundation.",2011,Y02E  10/726; B66C   5/02; F03D   9/00; F05B2240/95; B66C   1/108; B63B  35/00; B63B  35/003; F03D  13/40; Y02E  10/727
363927940,CN201010563501,Sea turn generating station,"The invention relates to a sea turn generating station which simultaneously utilizes ocean wave energy, wind energy and solar energy to generate electricity. The sea turn generating station is a multifunctional generating station. A hydroturbine machine is arranged in the generating station, influent tidal waves from two directions push the generating station to uprightly rotate along a direction, and a wind turbine on the sea turn generating station can uprightly rotate along a direction under the action of wind energy; wind energy and ocean wave energy can be used for enabling a generator to operate through a vertical rotating shaft, the generator is connected with the rotating shaft through a slidable device, the sea turn generating station is an offshore floating generating station, and anchors are fixed in sea floor; the sea turn generating station can move along with the motion of wind and flow, and the self sea turn generating station can not rotate; a specific mechanical design and a dual-anchor fixing mode ensure that the self rotation of the sea turn generating station is limited, and the electricity generated by the sea turn generating station can be transferred to the shore through a cable; and a solar cell panel arranged on the floating sea turn generating station converts the strongest sunlight ray on the sea into electrical energy, and the electricity generated by the solar cell panel is converted to electrical energy same with the electricity generated by the sea turn generating station so as to be transferred to the cable together and then transferred to the shore.",2010,F03D   9/00; F03D   3/00; Y02E  10/28; Y02E  10/74; H02S  10/10; F03B  13/26; H02S  10/12
363933399,CN201080031140,Offshore support structure and associated method of installing,"A support structure for an offshore device and a method of assembling and installing the support structure, is provided including a vertical guide sleeve having, three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical guide sleeve. The support structure also includes a transition joint including a cylindrical portion for connection to an offshore device, such as a support tower of a wind turbine assembly, and a convex portion connected to the vertical guide sleeve. The transition joint may include a strengthening material in contact with an inner surface. The vertical sleeve, elongated sleeves, braces, and transition joint can be assembled onshore with lower piles installed in the elongated sleeves, this guide portion of the structure transported to the offshore location, and then piles driven to secure the structure to the floor of a body of water. The support structure minimizes the costs and time associated with material, assembly, and installation, while possessing sufficient strength, and effectively and efficiently handling and transferring loads from the wind turbine to the support surface throughout operation and while maintaining excellent fatigue resisting characteristics to withstand the extensive cyclic loading induced by the wind and waves.",2010,E02D  27/52; E02D  27/425; E02D  27/42
363933568,CN200980161224,Pliant mechanisms for extracting power from moving fluid,"Flexible mechanisms for extracting power from a moving fluid are described. A flexible sheet-like material may be deformed during fabrication through applied force so as to create strains within the undulating deformations of said material. In some embodiments, deformations may be maintained by deformation-retaining components. When anchored in moving fluid the energy of the moving fluid excites the undulating deformations within the material. Power may be extracted from excitations of the undulations in a wide variety of ways, including via the utilization of a flexible material which exhibits an electrical response to mechanical strain, whereby electricity is extracted via two or more electrodes. In other implementations, power may be extracted via mechanical coupling of the undulations in the sheet-like material to a power-extracting output device, such as a rotating mechanism which turns an electro-magnetic generator. In other implementations, mechanisms transfer energy from one moving fluid to another.",2009,F05B2250/182; F03B  17/06; F03B  13/00; Y02E  10/28; Y02E  10/721; F03D   1/025; F05B2240/311; F05B2240/40; F05B2250/611; F03B  13/10; F03D   1/04; F05B2250/184
363951354,CN201120343558U,Composite foundation pile of ocean wind power tower,"The utility model discloses a foundation pile of a wind power tower, in particular to a composite foundation pile of an ocean wind power tower. The composite foundation pile is characterized by comprising a metal foundation pile, an anticorrosive glass fiber reinforced plastic wound layer is arranged on the outer surface of the metal foundation pile, and an anticorrosive glass fiber reinforced plastic ejected layer is arranged on the inner surface of the metal foundation pile. The outer surface of the foundation pile is wound with glass fiber reinforced plastic for resisting corrosion, while the inner surface of the foundation pile is sprayed by glass fiber reinforced plastic instead of coatings so as to be anti-corrosive, so that the composite foundation pile is resistant to corrosion of salt mist, ocean atmosphere and sea water, weather-resistant and anti-ageing. Besides, the service life of the foundation of the ocean wind power tower is prolonged, a great quantity of manpower and material resources required for maintenance during running of the wind power tower are saved, and running cost is reduced effectively.",2011,E02D   5/28
363951425,CN201120323621U,Multi-pile gantry type marine wind turbine generator system base structure,"The utility model relates to a multi-pile gantry type marine wind turbine generator system base structure, and aims to provide a multi-pile gantry type marine wind turbine generator system base structure which has the characteristics of quickness in construction and installation, reliability and cost efficiency, is less subject to the influence of marine climate and marine conditions, and can conduct aquatic grouting and leveling. The utility model adopts the technical scheme that the multi-pile gantry type marine wind turbine generator system base structure comprises 3-5 vertical steel pipe piles, and the lower end of each steel pipe pile extends into a bearing stratum below a sea bed. The multi-pile gantry type marine wind turbine generator system base structure is characterized in that an integral gantry structure is connected with the upper ends of the steel pipe piles, and the upper end of the integral gantry structure is connected with the tower of a wind turbine generator system. The multi-pile gantry type marine wind turbine generator system base structure is suitable for civil engineering in the offshore wind power generation industry.",2011,E02D  27/12; E02D  27/42; E02D  27/52
363952496,CN201120347003U,Integrated base station with wind-solar complementation function,"The utility model relates to an integrated base station with a wind-solar complementation function, which comprises a wind power generation system, a solar power generation system, a container base station box body, a lightning rod, a base ground anchor and a heat-proof inner directive piece, wherein the container base station box body is placed on the base ground anchor; the base ground anchor and the lightning rod are mounted above the base ground anchor; the heat-proof inner directive piece is arranged on the inner side of the container base station box body and used for heat insulation; and the wind power generation system is mounted on the back side of the container base station box body and is connected with the container base station box body through an diagonal draw bar. Compared with the prior art, the integrated base station has the advantages that solar power and wind power are comprehensively utilized; dependence on commercial power is reduced; energy conservation and emission reduction are realized; the integration level is high; the structure is compact and reliable; and modularized mounting is adopted.",2011,E04H   5/02
363954121,CN201120379760U,Offshore power generation system,"The utility model relates to a power generation system which utilizes renewable energy, in particular to a comprehensive offshore power generation system. In order to solve the problems of single form and low comprehensive utilization rate of an ocean power generation device, the utility model provides a comprehensive offshore power generation system, comprising an energy collecting device, a generator set, a working platform and a pile, wherein the energy collecting device comprises a wind power collecting device, a wave collecting device and a water flow collecting device, and the generator set comprises a hydraulic system and a generator. The offshore power generation system, provided by the utility model, has the advantages of high comprehensive utilization rate, high power generation efficiency, free environmental pollution, high energy utilization efficiency, less loss, and better stability of the power generation system,, and can reduce cost, effectively avoid soaking critical components into water throughout the year to have corrosion or leakage so as to cause the faults of the device, and be convenient for maintenance.",2011,F03B  13/00; F03B  13/22; Y02P  80/158; F03D   9/00; Y02E  10/725; Y02E  10/38
363955400,CN201120388363U,Axial support structure for yawing and variable pitch gear box,"The utility model discloses an axial support structure for a yawing and variable pitch gear box. The axial support structure comprises a first-stage sun gear (31), a second-stage sun gear (35), a planet carrier (34) which is sleeved on the second-stage sun gear (35), and a support plate (32) which is arranged on the second-stage sun gear (35), and is opposite to the first-stage sun gear (31). In the axial support structure for the yawing and variable pitch gear box, the support plate is arranged on the planet carrier, so floating is enhanced, the effect of balancing load is improved, and conditions of direct contact wearing between two stages of sun gears, and large impact are avoided. Compared with the conventional mode of matching a teflon pad and a ball pin, the support plate has the advantages that the dimensional tolerance of the support plate is easy to control, and the support plate can be positioned reliably and is convenient to install. The support plate is used as a standard general part, so design is simplified, and assembly efficiency is greatly improved, and interchangeability and maintainability of the gear box are improved.",2011,F16H  57/08; F16H  57/021; F03D  11/02; Y02E  10/722
363982032,US201013256944,Set of stowable rigid sails,A set of rigid sails that have an aerodynamic profile and that may be secured to a boat.,2010,B63H   9/00; F03D  11/00; F03D   9/02; B63H   9/04; B63H   9/061; B63H   9/0635
363988370,KR20117015163,BLADE PITCH CONTROL IN A WIND TURBINE INSTALLATION,"? ??? ??? ?? ?? ???? ???? ?? ???? ?? ????, ??? ?? ?? ???? ??? ????? ?? ???? ???? ?? ???? ????. ???? ??? ???? ?? ?? ?? ? ?? ?? ??? ????. ??? ???? ?? ?? ??? ??? ?? ??? ???? ?? ??? ?? ??? ???? ???? ??? ????? ????. ?? ?? ???, ?? ?? ??? ?? ??? ??? ??? ?? ??? ???? ??? ?? ??? ???? ??? ?? ???? ???? ?? ??? ???? ?? ?? ??? ??? ??? ?? ??? ?????? ?? ?? ??? ?? ??? ??? ???? ???? ??? ? ????? ????.",2009,F03D   7/02; F03D  13/20; F03D  13/25; Y02E  10/723; F03D   7/04; F05B2270/101; F03D   7/022; F03D   7/0296; F05B2240/93; F05B2270/304; F03D   7/043; F05B2260/96; F05B2270/328; F03D   7/0224; F03D   7/0276; Y02E  10/727; F05B2270/327
363989719,KR20100082952,Jack-up house for wind turbine installation vessel,"PURPOSE: A jack-up house for wind turbine installation vessel is provided to prevent the cutting of a hydraulic line by forming a ring on the outer part of a lifting space to distribute fluid pressure to a jack and a horizontal fixing cylinder. CONSTITUTION: A jack-up house for wind turbine installation vessel comprises a lifting space(30), a horizontal fixing cylinder(42), guide frames(40,50), jacks(60,70), and rings(80,82,84). The lifting space is extended to the lower part of an upper deck and the upper part of a middle deck to vertically guide a leg(R) to fix the wind turbine installation vessel to sea bottom. The horizontal fixing cylinder is formed on the lifting space of the upper deck and fixes the leg. The guide frames are formed on the lifting space and guide the leg. The jack lifts the guide frame. The rings are formed on the outer part of the lifting space to distribute fluid pressure to the jack and the horizontal fixing cylinder.",2010,F03D   9/00; Y02E  10/72; F05B2240/95; F03D  11/00; F03D  13/40; Y02B  10/30; Y02B  10/70; Y02E  10/727; F05B2230/50; F05B2230/60
363991090,KR20100085019,ELEVATING SYSTEM FOR LEG AND WIND TURBINE INSTALLATION VESSEL WITH THE SAME,"PURPOSE: A leg lifting system and a marine wind generator ship comprising the same are provided to reduce the size of a linear driver of a leg lifting system by enhancing output using the characteristics of the linear driver. CONSTITUTION: A leg lifting system comprises a leg(15) and a plurality of linear drivers(110,160). The leg passes through the hull of a marine wind generator ship, and a plurality of support pinholes are formed in the length direction on the outer circumferential surface of the leg. The linear driver is coupled to the hull and lifts the leg vertically to the hull. The linear driver comprises a linear driving unit(111), a pin block(130), and a support pin(132). The linear driving unit is coupled to the hull and vertically drives a rod downward protruded. The pin block is coupled to the lower end of the rod.",2010,B63B  21/50; B63B  21/00; B63B  35/44
363991091,KR20100085021,ELEVATING SYSTEM FOR LEG AND WIND TURBINE INSTALLATION VESSEL WITH THE SAME,"PURPOSE: A leg lifting system and a marine wind power generator ship comprising the same are provided to enhance the efficiency and safety of the installation work of a marine wind generator by applying a plurality of linear drivers and a plurality of support pins to a leg lifting system. CONSTITUTION: A leg lifting system(100) comprises a leg(15) and a plurality of linear drivers(110,160). The leg passes the hull of a marine wind generator ship and a plurality of support pin holes(153) are formed on the outer circumferential surface of the leg. The linear drivers vertically lift the leg with respect to the hull. The linear driver comprises a linear driving unit(111), a pair of pin blocks(170,180), and support pins(122,132). The linear driving unit vertically drives rods, which are respectively protruded upwardly and downwardly. The pin blocks are respectively coupled to both ends of the rods.",2010,B63B  21/50; B63B  21/00; B63B  35/44
363991309,KR20110086368,Sea Floating Wind Turbine Apparatus for Generating Electricity with a Floating Support Line Compressed Structure,"PURPOSE: A floating wind power generation apparatus having a floating support line compressing structure is provided to stably maintain the floating state of the apparatus even if strong wind pressure is applied to the apparatus. CONSTITUTION: A floating wind power generation apparatus(100) having a floating support line compressing structure comprises a vertical support(104), a vertical floating structure(106), upper and lower fixing plates(113,114), multiple floating support lines(109), a center cable(129), reverse-triangular cables(127), coupling units(117), a water level gauge(138), and a controller(136). A wind power generator is installed on the top of the vertical support. A height adjusting unit for adjusting the height of the vertical support is installed inside the vertical floating structure. The upper and lower fixing plates are installed in the top and bottom of the vertical floating structure. The floating support lines connect the upper fixing plate to a sea bottom. The center cable is fixed to the sea bottom. The reverse-triangular cables are installed in the inner side of the floating support lines. The coupling units couple the reverse-triangular cables to the floating support lines. The water level gauge senses a water level. The controller controls the height adjusting unit.",2011,B63B2035/446; F03D  11/00; F05B2240/95; B63B  21/502; B63B2241/08; F03D  13/22; F05B2240/93; Y02E  10/727; B63B2035/442; F03D  11/04; B63B   1/048; B63B  21/50; F03D  13/25
363992435,KR20100085778,"Waves and tides, and wind turbines","PURPOSE: A wave, tidal current and wind power generator is provided to enhance output efficiency compared to a generator with the same volume and weight since the inner and outer diameters of a disc-type rotor are large. CONSTITUTION: A wave, tidal current and wind power generator comprises a plurality of drums(2), a plurality of fixing straps(4), a long lever, a crutch bearing(70), and an output shaft(76). The drums are arranged under a deck and enable the deck to float on the sea. The fixing strap blocks the deck from moving. A wave detecting plate and an oceanic-current detecting plate are installed on a position perpendicular to the flow of wave and tidal current. Great force is obtained with a long lever, and a crutch bearing inserted into the output shaft is connected. The lever makes vertical movement to operate the output shaft.",2010,F03D   9/008; F03B  17/02; Y02E  10/28; F03B  13/26; F03B  13/264; F03D   9/00; Y02E  10/70; Y02E  10/72; F03B  13/22; F03B  17/06; Y02E  10/38
363994173,KR20100086662,POWER SYSTEM USING RENEABLE ENERGY FOR OCEAN FACILITY,"PURPOSE: A power supply system using renewable energy for an ocean facility is provided to charge electricity to be used in the night time into a storage battery by using an auxiliary solar power generator in the day time. CONSTITUTION: A power supply system using renewable energy for an ocean facility comprises a main generator(10), an auxiliary generator(30), a power control unit(50), a load control unit(70), and an integrated monitoring unit(90). The auxiliary generator charges electricity through solar power generation in the day time. The power control unit controls the electricity produced by the main generator and the auxiliary generator and supplies the electricity charged by the auxiliary generator to loads in the night time. The load control unit manages the electricity supplied to the loads through the power control unit according to group and controls electricity supply to the load groups according to priority. The integrated monitoring unit monitors and manages the operating states of the power control unit and the load control unit.",2010,F03D   7/00; Y02E  10/723; Y02E  10/725; F03B  13/12; F03D   9/00; F03D   9/007; H02S  10/10; H02S  50/00
363994385,KR20100087083,OFFSHORE COMBIND GENERATOR,"PURPOSE: A combined offshore generating device is provided to prevent damage to an impeller against strong wind by controlling the direction of wind blowing toward the impeller. CONSTITUTION: A combined offshore generating device comprises a floating member(10), an anchor(20), an upper frame(30), a lower frame, a wind power generating unit(50), a wind direction control unit(80), and an ocean current power generating unit. The wind power generating unit is installed on a first rotation rail(33) and a second rotation rail and comprises a plurality of first impellers to rotate with wind and generate electricity. The wind direction control unit controls the direction of wind blowing toward the first impellers in order to prevent damage to the first impellers. The ocean current power generating unit is installed on a third rotation rail and comprises a plurality of second impellers to rotate with ocean current and generate electricity.",2010,F03B  17/02; F03D   9/00; F03D   9/008; F03D  13/25; Y02E  10/70; F03D  11/04; Y02E  10/74; F03D   3/04; F03B  17/062; F03B  13/12; F03D   3/0472; F05B2260/4031
363998175,KR20100090076,securing apparatus of assembly for wind turbine,"PURPOSE: A fixing device for a wind turbine assembly is provided to control a support cylinder by sensing the hydraulic pressure of the support cylinder through load cells. CONSTITUTION: A fixing device for a wind turbine assembly comprises multiple support cylinders(40), load cells(50), a controller(60), and auxiliary cylinders. One end of each support cylinder is rotatably connected to a moving deck, and the other end is rotatably connected to a wind turbine assembly. The load cells are installed in the support cylinders and sense the hydraulic pressure of the support cylinders. The controller controls the support cylinder depending on signals transferred from the load cells. The auxiliary cylinders are installed between the housings of the support cylinders and the moving deck to repair the support cylinders.",2010,F03D  13/22; F03D   9/00; F03D  11/04; F05B2230/50; Y02E  10/727; F03D  13/10; Y02E  10/72; F05B2240/95; F03D  11/00
363998974,KR20117027608,FLOATING WIND TURBINE WITH TURBINE ANCHOR,NULL,2010,F03D   1/02; F05B2240/932; Y02B  10/30; Y02B  10/70; Y02E  10/721; B63B  21/48; F05B2240/95; Y02E  10/725; Y02P  80/158; F03D   9/25; F03D  11/04; F03D  13/25; Y02E  10/727; F03D  80/70
364001746,KR20100093113,FLOATING WIND TURBINE INSTALLATIONS,"PURPOSE: A floating wind power generator is provided to enhance the efficiency of wind generation regardless of flow speed and a change in water level since a float connected to a sleeve on a post by a pair of links does not sink or move to a direction of water flowing. CONSTITUTION: A floating wind power generator comprises a circular post(10), a sleeve(20), upper and lower hinges(45a,45b), and links(30a,30b). The post is installed on the upper end of a pile stood on a channel floor or the sea bottom. The hinges(22a,22b) for connecting the links with given height difference are attached to the sleeve. The sleeve is installed on the post between upper and lower collars attached to a secure location on the water surface of the post. The sleeve can rotate on the spot. The upper and lower hinges are attached to correspond to the hinges to the outer circumference of a float, on which a conventional wind generator is loaded.",2010,F03D  13/25; F03D   1/02; F05B2240/90; F03D   9/008; F03D  11/04; F03D   9/28; F03B  17/061; Y02E  10/72
364008857,KR20100095247,Support member for offshore wind power generator,"PURPOSE: A supporting member for an offshore wind generator is provided to reduce the scale of a base unit linked to the seabed through weight reduction of a supporting member and an offshore wind generator. CONSTITUTION: A supporting member for an offshore wind generator comprises a supporting member(110), a base unit(120), and a pumping unit(130). The supporting member is coupled to the offshore wind generator so the weight is variable by seawater flowing to a hollow formed inside the supporting member. The supporting member comprises a first supporting member(111) and a second supporting member(113). The second supporting member is recessed on one side of the first supporting member, and coupled to the offshore wind generator. The base unit is coupled to the one side of the supporting member. The base unit fixes the location of the supporting member on an undersea ground. The pumping unit is coupled to the supporting member and draws sea water into the hollow selectively.",2010,F03D  11/04; Y02E  10/72; F03D  13/25; F05B2240/93
364009084,KR20100095586,SHIP FOR INSTALLING A WIND POWER GENERATOR,PURPOSE: A ship for installing a wind power generator is provided to minimize costs for drying a ship and installing a wind power generator because the wind power generator is effectively installed on the sea without using a jack-up system. CONSTITUTION: A ship for installing a wind power generator includes a hull and a gantry crane(130). The hull comprises a pair of unit hulls(112) and a loading unit(114). The pair of unit hulls are separated each other. The loading unit connects a part of the unit hulls and a wind power generator is loaded on the upper part of the loading part. The gantry crane allows the wind power generator loaded on the loading unit to move to a space between the pair of the unit hulls in order to unload the wind power generator on the sea.,2010,E02B2017/0065; F03D  13/40; B63B  27/12; E02B  17/027; Y02P  70/523; B63B  35/44; E02B2017/0047; E02B2017/0043; B66C   5/02; B63B  35/003; E02B2017/0091; F05B2240/95; F05B2230/6102; Y02E  10/727
364009808,KR20110099874,SHIP AND METHOD FOR CONVEYING AND SETTING UP OFFSHORE STRUCTURES,"PURPOSE: A ship for installing and moving an offshore structure and a method thereof are provided to move and install multiple offshore structures within specific time regardless of swell and weather condition. CONSTITUTION: A ship for installing and moving an offshore structure comprises a hull(2), jack-up leg systems(15.1,15.2,15.3,15.4), and a crane(20). The hull comprises an opened stern(12) and projections(9.1,9.2). The projections are formed in side walls(4.1,4.2) extended rearward over a rear edge(8) of a floor. The hull has a U-shaped cross section. The jack-up leg systems have jack-up leg parts(16.1,16.2,16.3,16.4) and are integrated inside the hull. The crane moves in the upper edges(19.1,19.2) of the side walls. The lower end(18) of the jack-up leg part vertically move to a position under the floor.",2011,B63H  25/42; E02B2017/0047; F03D  13/40; B63B  35/44; E02B2017/0091; F05B2240/93; F05B2240/96; B63B  35/003; F05B2240/95; B63B  27/10; E02B  17/027; F03D  13/25; E02B2017/0039; E02B  17/021; F05B2240/931; Y02E  10/727; F03D  13/22; B63B  13/00; B63B  27/12
364011413,KR20100097909,ELEVATING SYSTEM FOR LEG OF WIND TURBINE INSTALLATION VESSEL AND WIND TURBINE INSTALLATION VESSEL WITH THE SAME,"PURPOSE: An elevation system for a leg and an installation vessel of a wind turbine therewith are provided to improve the stability and safety of the installation work of a wind turbine. CONSTITUTION: An elevation system for a leg comprises an elevating unit(200). A leg vertically penetrates through an installation vessel of a wind turbine. The leg has a screw unit and multiple rods arranged in a line. The elevating unit vertically elevates the leg. The elevating unit comprises multiple nut type gears(220), a drive gear(212), and a drive unit(210). The nut type gears are screwed on the rods. The drive gear is meshed with the nut type gear. The drive unit rotates the drive gear.",2010,B63B  35/44; B63B  59/00; B63B  59/06; B63B  21/00; Y02E  10/727
364013294,KR20100099590,A PLANT FOR PRODUCTING HYDROGEN USING OFFSHORE WIND POWER GENERATOR,"PURPOSE: A plant for producing hydrogen using offshore wind power generator is provided to improve productivity of the hydrogen by balance a posture of a wind-driven electric plant. CONSTITUTION: A plant for producing hydrogen using offshore wind power generator includes a wind power generation unit(100), a floating body(200), and a control device. The wind power generation unit generates electricity by using wind force. The floating body distributes hydrogen produced with electrolysis of water and stores hydrogen in a plurality of storage tanks(220,230,250). The control device controls the location of electrolysis and floater.",2010,B63B2035/4473; C25B   1/02; Y02E  10/725; B63B2035/446; C25B   1/04; F03D   1/02; Y02P  20/133; Y02E  60/366; F03D  13/25; F05B2240/93; F03D   9/00; Y02E  10/727; Y02E  70/10
364013496,KR20100099924,BALLAST SYSTEM OF MARINE STRUCTURE AND WIND TURBINE GENERATOR HAVING THE SAME,"PURPOSE: A ballast system of marine structure and wind turbine generator having the same are provided to easily approach to the top of a floating marine structure by changing easily the center of weight of a floating marine structure. CONSTITUTION: A ballast system of marine structure(10) includes a ballast tank(20), a ballast water storage unit(30), and a driving unit(50). The ballast water storage unit can vary the storage location of the ballast water saved inside the ballast tank. The driving unit is installed in the ballast tank. The driving means operates the ballast water storage unit and varies the location of the ballast water of the ballast water storage unit.",2010,B63B2035/446; F03D  11/04; B63B  13/00; F05B2240/90; B63B  22/20; B63B  35/44; F03B  13/20
364013939,KR20100100303,FLOATING OFFSHORE WIND POWER GENERATION PLANT,"PURPOSE: A floating offshore wind power generation plant is provided to secure favorable yaw control effect and structural stability by minimizing mooring lines of multilayered wire rope structure. CONSTITUTION: A floating offshore wind power generation plant(10) includes an upper tower(12), a lower structure(14), and a single mooring line(16). The wind power generation part is loaded in the upper tower. A lower structure is a floating body supporting the top tower. The single mooring line moors substructure interlink with sea bed.",2010,B63B  35/44; B63B2035/446; F03D  11/04; Y02E  10/72; F03D  13/25; F05B2240/90
364013940,KR20100100304,FLOATING OFFSHORE WIND POWER GENERATION PLANT,"PURPOSE: A floating offshore wind power generation plant is provided to reduce fabrication cost of facility by minimizing length and installation count of the mooring line and to improve stability of dynamic tension. CONSTITUTION: A floating offshore wind power generation plant(10) includes an upper tower(12), a lower structure(14), a single mooring line(16), and a tension dispersing unit(20). The wind power generation part is loaded in the upper tower. The lower structure is a floating body supporting the top tower. The single mooring line interlinks the lower substructure and sea bed in order to moor the lower substructure. The tension dispersing unit is installed in the mooring line. The tension dispersing unit disperses the load applied to the mooring line.",2010,F03D  11/04; Y02E  10/72; B63B2035/446; F03D  13/25; B63B  35/44; F05B2240/90
364013941,KR20100100305,FLOATING OFFSHORE WIND POWER GENERATION PLANT,"PURPOSE: A floating offshore wind power generation plant is provided to reduce cost of generation of electric power of facility and fabrication cost. CONSTITUTION: A floating offshore wind power generation includes an upper tower(12), a lower structure(14), a single mooring line(16), a rotating unit(20). The wind power generation part is loaded in the upper tower. The lower structure is a floating body supporting the top tower. The single mooring line interlinks the lower structure and sea bed in order to moor the lower substructure. The rotary motion part is installed in the wind-force electricity generation part. The rotating unit turns the wind power generation unit for the upper tower according to the direction of the wind.",2010,F03D   1/00; F03D  11/04; F03D   7/0204; F03D   1/0658; F03D  13/25; Y02E  10/72; B63B  35/44; F05B2240/90; B63B2035/446; F03D   7/0224
364013942,KR20100100306,FLOATING OFFSHORE WIND POWER GENERATION PLANT,"PURPOSE: A floating offshore wind power generation plant is provided to smoothly control a yaw through the director plate and to put a rotor regardless of change of yawing motion of substructure or wind to the direction of wind. CONSTITUTION: A floating offshore wind power generation plant(10) includes an upper tower(12), a lower structure(14), and a single mooring line(16). The wind power generation part is loaded in the upper tower. The lower structure is a floating body supporting the top tower. The single mooring line interlinks the lower structure and sea bed in order to moor the lower structure. The upper tower is installed in the lower structure to be rotated. The rotating unit(20) of the upper tower is installed in one side. The upper tower is circulated according to the direction of wind.",2010,B63B  35/44; F03D   1/0658; B63B2035/446; F05B2240/90; Y02E  10/72; F03D  11/04; F03D  13/25
364025657,KR20110032151,CONSTRUCTION METHOD FOR MARINE WIND POWER GENERATION STRUCTURE,PURPOSE: A method for constructing sea wind power generating structure is provided to improve construction efficiency property using a supporting member. CONSTITUTION: A method for constructing sea wind power generating structure comprises next steps. A top ring member and a bottom ring member are connected each other in the manufacture of the lower part main body and upper part main body. A basis bottom door(100) is established on seafloor. The lower part main body is established on the top of the basis bottom door. A plurality of lower support members(300) establishes at a tilt. The top main body is laminated on the top of the lower part main body.,2011,F03D  11/04; Y02P  70/523; E02D  27/52
364026089,KR20110117579,FLUID POWER GENERATOR,"PURPOSE: A fluid power generator, which prevent that wings are influenced with each other due to wind and tide, is provided to control the wings on a rear side by rotating a wing using fluid. CONSTITUTION: A fluid power generator comprises a shaft(100), a wing portion(200), a generator(300), a supporting part(400), a fixed block, a rotating unit, a direction indicator(700), a capacitor, and a connection shaft. The fixed block fixes the supporting part on the surface. The direction indicator rotates the front of shaft around the fixed block in the flowing direction of fluid. The direction indicator is located in a longitudinal direction of a shaft at a tilt. The connection shaft interlinks a plurality of shafts.",2011,F03B  13/10; F05B2240/95; Y02E  10/28; Y02E  10/38; Y02E  10/727; F03B  17/06; F03D   1/00; F03D   9/008; F03B  13/26; F05B2240/97; F03D   1/02; F03D  13/20; F03D  13/25; F05B2240/40
364026650,KR20110048703,OFFSHORE STRUCTURE AND CONSTRUCTION METHOD USING THE SAME,"PURPOSE: An offshore structure and a construction method thereof are provided to reduce manufacturing and construction costs and to obtain enough structural stability. CONSTITUTION: An offshore structure comprises a main body(100), multiple column parts(200), pile mounting parts, and connection members(400). The main boddy has an empty conical structure. Multiple tendons(101) and ring-shaped reinforcing bars(102) are installed inside the main body. The column parts are protruded from the inner surface of the main body. The pile mounting parts are protruded from the outer sides of the column parts. The connection members are installed in the inner side of the pile mounting parts and horizontally connect the bottom ends of the column parts to each other.",2011,E02D  27/52; F05B2250/232; Y02E  10/727; E04C   5/08; F03D  13/25; Y02P  70/523; E04C   3/34; F03D  11/04; F05B2240/95
364030754,NO20100001529,Installasjonmetodikk for vindturbinfundament bestaende av enkeltror (monopel).,"Den oppfinnelsen som presenteres her gjelder en ny metodikk for  installere monopeler (drevet eller installert ved bruk av bruk av sug) fra et flytende fart¯y. Det foreslÂs at flere monopeler med beskyttelseslokk over endene slepes til omrÂdet som et tog av flytende konstruksjoner. Installasjonsmetoden er egnet bruk ved installasjon av offshore vindturbiner med store monopeler, spesielt nÂr en mindre kran kapasitet (i forhold til vekten av vindturbinen) er ment  bli brukt. Hensikten med denne teknologien er  bruke det samlede volumet av monopelen til  gi tilstrekkelig oppdriftskraft og dermed  redusere belastningen p kranen mens l¯fting til vertikal posisjon og installering av monopelen ned i havbunnen pÂgÂr.. Denne teknologien er forventet  fjerne kravet om en lekter for  transportere pelene til omrÂdet og hjelp av et stort spesialisert installasjons fart¯y for  installere dem. Det vises til figurene 13a og 13b.",2010,Y02E  10/72; F03D   1/00; E02D   7/02
364107244,CN201120405407U,Single-pile foundation for offshore wind generation set,"The utility model discloses a single-pile foundation for an offshore wind generation set, which comprises a steel pipe pile. The upper end of the steel pipe pile is connected with a wind generator tower, the lower end of the steel pipe pile is inserted into seafloor mud, and steel skirt boards are evenly and radially fixed on outer periphery of a portion of the steel pipe pile below the soil. Preferably, three to twelve same steel skirt boards are arranged on the outer periphery of the steel pipe pile, and an axis of the steel pipe pile and the bottom of each steel skirt board form an acute included angle. The single-pile foundation is further characterized in that the thickness of the steel skirt board gradually diminishes from top to bottom. The steel skirt boards only need to be welded on an existing single-pile foundation to form the single-pile foundation for the offshore wind generation set, so that the single-pile foundation is simple in manufacture, low in construction cost and easy in constructional operation.",2011,E02D  27/44; E02D  27/42; E02D  27/12
364204432,ES20040015814T,Turbina flotante de corriente de agua con rotores coaxiales contrarotatorios,"Una instalaciÛn flotante para la producciÛn de energÌa a partir de corrientes en un cuerpo de agua, que comprendeuna estructura de soporte (620) soportada por una pluralidad de miembros de flotador (610), caracterizada porquelos miembros de flotador est·n dispuestos en parejas en cada lado de la estructura de soporte y porque los brazosde soporte (615) se extienden lateralmente en cada lado de la estructura de soporte, cada uno de cuyos brazos desoporte en un extremo de la misma est· fijado pivotablemente a la estructura, y en el otro extremo de la misma est·fijado a respectivos generadores",2002,F03B; F03B  11/00; F03B  17/061; F03D   9/00; Y02E  10/725; Y02E  10/38; B63B  35/44; F03B   1/02; F03B  13/10; H02K  16/005; E02B2017/0091; F03B  17/06; F05B2210/16; F05B2260/72; H02K   7/1823; Y02E  10/223; Y02E  10/28; B63B2035/4466; F05B2240/40; F03B   1/00; F05B2240/97; F03B  13/26; H02K   7/18; H02K  16/00
364242882,FR20120001253,EOLIENNE SUR SUPPORT FLOTTANT STABILISEE PAR UN SYSTEME D'ANCRAGE SURELEVE,"- SystËme Èolien comprenant une Èolienne reposant sur un support flottant, et des moyens d'ancrage du systËme connectÈ au systËme par des points de fixation. Le systËme comporte en plus des moyens de surÈlÈvation des points de fixation au dessus de la lig",2012,F03D  13/10; F03D  13/22; B63B  21/50; F05B2240/93; F05B2240/97; F03D   1/00; F03D   9/00; F03D  11/04; Y02E  10/723; F03D   7/02; F03D  13/25; Y02E  10/727
364259494,CN201110440041,Floating offshore wind turbine movement suppression device and floating base for offshore wind turbine,"The invention discloses a floating offshore wind turbine movement suppression device and a floating base with the same. The floating offshore wind turbine movement suppression device comprises at least one annular anti-rolling plate which surrounds the floating base and is horizontally arranged. A plurality of anti-rolling fins are arranged on the anti-rolling plate, and comprise a first group of anti-rolling fins which are arranged on one side of the anti-rolling plate; and the first group of anti-rolling fins are vertically spaced from one another around the floating base. The floating offshore wind turbine movement suppression device can effectively suppress the movement of a floating wind turbine, is low in cost and has a wide application prospect.",2011,F05B2240/95; F05B2260/964; B63B2035/442; F03D  13/20; B63B  38/00; B63B2035/446; B63B  35/44; B63B2039/067; F03D  11/00; F03D  13/22; F03D  13/25; Y02E  10/727; B63B  39/06
364262534,CN201110426419,Off-course hydraulic braking device of wind generating set,"The invention provides an off-course hydraulic braking device of a wind generating set, and particularly provides a hydraulic braking system which meets the high reliability requirement of an offshore wind generating set. The off-course hydraulic braking device comprises an integrated control unit, an energy storing device, an oil tank, a hydraulic pump and an off-course hydraulic braking cylinder group. The integrated control unit mainly comprises an electromagnetic directional valve, a filter, a sensor, a pressure switch and an overflow valve. The control function of the off-course hydraulic braking cylinder of the wind generating set can be realized by an off-course hydraulic control unit. The off-course hydraulic braking device disclosed by the invention has the advantages of simple structure and high reliability.",2011,Y02E  10/723; F03D   7/00
364264255,CN201110366931,Active balance control system for deep-sea suspended wind generating set,"The invention discloses an active balance control system for a sea suspended wind generating set. A fan and a tower in the system are fixed onto a suspended platform, and three propellers are mounted on the suspended platform tied on an undersea fixed concrete pier through a steel cable. When the wind speed is high or sea waves are large, the set is inclined in a certain direction or greatly fluctuates, a sensor detects inclination angle signals of the platform with the fan, a real-time balance control module integrated in a central controller receives the signals, after analysis and calculation, balance of the fan is ensured by controlling the rotating speed and the rotating direction of a propeller mechanism, inclination and even tipping caused by the high wind speed or the large sea waves are prevented, and safety of the wind generating set is ensured.",2011,F03D  13/25; Y02E  10/727; G05D   3/12
364270379,CN201120376802U,Offshore combination type floating wind power generation platform,"The utility model provides an offshore combination type floating wind power generation platform and relates to the field of comprehensive generating equipment technology. A basic platform is structured into a regular polygon formed by mutual support of truss structures, floats on a sea surface by virtue of float bowls connected with the truss structures into a whole and is located through gauge piles. The offshore combination type floating wind power generation platform solves the problem of high cost of construction and complex construction of a fixed supporting base, floats on offshore sea surfaces and thus is less affected by water depth and distance from land, guarantees high generating efficiency, and satisfies the requirements for large-scale offshore wind power generation.",2011,B63B  35/44
364308653,US201113307348,Arrangement and method for transporting a wind turbine rotor,"An arrangement for transporting a rotor of a wind turbine at sea is provided. The arrangement includes a vessel having a deck. Moreover, the arrangement includes at least one rotor including a hub and at least one blade affixed to the hub. The hub is positioned on the deck in such a way that the at least one blade is at least partially located above the sea surface and that the center axis of the hub is tilted in relation to the deck so as to increase the distance between the at least one blade and the sea surface. Furthermore, a method for transporting a wind turbine rotor at sea on a vessel having a deck is also provided.",2011,F05B2230/6102; Y02E  10/727; B63B  35/003; F03D  13/40; F05B2250/232; B60P   3/40; Y02P  70/523; F05B2250/314
364310622,US201213398744,Renewable energy-based electricity grid infrastructure and method of grid infrastructure automation and operation,A renewable energy resource management system manages a delivery of a power requirement from a multi-resource offshore renewable energy installation to an intelligent power distribution network. The installation includes multiple renewable energy resource components and is capable of variably and independently generating power from each to microgrids comprising the intelligent power distribution network so that the entire power requirement is satisfied from renewable energy resources. An electricity grid infrastructure is also disclosed in which power production is balanced with power consumption so that power storage requirements are minimized.,2012,Y02E  10/563; H02J   3/382; G05F   1/66; H02J   3/386; G05D  11/00; H02J   3/36; Y02E  10/763; G06F   1/26; Y10T 307/359; G05B  15/02; H02J   3/383; H02J   3/38
364312107,CA20112760991,ARRANGEMENT AND METHOD FOR TRANSPORTING A WIND TURBINE ROTOR,"An arrangement for transporting a rotor of a wind turbine at sea is provided. The arrangement includes a vessel having a deck. Moreover, the arrangement includes at least one rotor including a hub and at least one blade affixed to the hub. The hub is positioned on the deck in such a way that the at least one blade is at least partially located above the sea surface and that the center axis of the hub is tilted in relation to the deck so as to increase the distance between the at least one blade and the sea surface. Furthermore, a method for transporting a wind turbine rotor at sea on a vessel having a deck is also provided.",2011,F03D  11/00; F05B2250/232; B63B  35/44; F05B2250/314; Y02E  10/727; B63B  35/003; B63B  25/00; Y02P  70/523; F03D  13/40; B63B  27/30; F05B2230/6102
364313963,EP20120004204,Cooling and climate control system and method for an offshore wind turbine,"A system and method to cool the air inside the nacelle and the heat generating components, particularly of an offshore wind turbine is presented. The ambient air first enters an air handling unit near the tower bottom where the airborne water droplets and salt particles are removed. The clean air is then compressed adiabatically, thus increasing the dew point temperature of the water vapor in the air. The high pressure, high temperature air from the compressor is then cooled and dehumidified in a sea water-to-air heater exchanger or an air-to-air heat exchanger. The high pressure air from the heat exchanger then enters the turbine at the tower bottom and flows up to the nacelle where it is allowed to expand adiabatically in a duct. The duct helps direct the resulting cold air over the heat generating components. The cold air can also used to cool these components internally. The warm air ultimately exits the nacelle at the rear top.",2012,F03D  11/00; F03D  80/60; Y02E  10/726; Y10S 416/06
364313971,EP20120004208,Wind turbine and method to prevent equipment corrosion from humid ambient air entry,"Wind turbine, method, and system to prevent corrosion in an offshore wind turbine by minimizing the humid ambient air entry into the turbine. The system helps augmenting the sealing of the joints between the nacelle and tower, rotor and blade, and nacelle and rotor so that the humid ambient air entry into the turbine or the clean air leakage out of the turbine is minimized. The proposed method uses the fact that the ambient air entry into or the inside air leakage out of the turbine can be minimized by lowering the air pressure difference across the outside and inside faces of the seals. The proposed system includes a slotted, streamlined plenum over each of these joints that helps moderate the air pressure on the outside of the seals. On the inside, the air pressure over the seals is controlled by a variable air flow resistance system that consists of two circular, coaxial perforated plates that can rotate relative to each other.",2012,F05B2240/14; F05B2260/95; F05B2260/64; Y02E  10/726; F05B2240/57; F01D  25/007; F03D  80/00
364373430,GB20120006568,Foundation structures,"A structure for use as a submerged foundation, comprising a base slab 6 supporting a caisson 6, 8, 10, designed to be filled with ballast such as water, characterised in that the base slab is surrounded by a porous foundation assembly 20, 24. The assembly may include radial beams 20 which extend to a circumferential perimeter beam 30. The beams may have a footing 22. The base slab may be positioned above the level of the beam footings. Ballast may be retained in spaces between the beams. The height of the beams may increase towards an intercept with the caisson. The width of the footings may be designed so that the a failure envelope (40, figure 4) beneath a beam overlaps an adjacent failure envelope so that the assembly responds as if it were a solid slab.",2012,E02D  27/425; E02D  23/02; F03D  11/04; E02D  27/52; E02D  27/42; F03D  13/22
364423613,CN201120374426U,Blade angle adjusting mechanism for wind power generation device,"The utility model discloses a blade angle adjusting mechanism for a wind power generation device, which includes a detection device, a receiving control unit, a blade mechanism, an engine room and a power generation mechanism, wherein the receiving control unit is in electric property transmission with the external detection device; the blade mechanism includes a shaft seat, a plurality of blade and an action shaft; the action shaft is jointed with the shaft seat; the blades are arranged at positions of the shaft seat of different angles; the engine room is provided with a hollow part to accommodate the power generation mechanism; the power generation mechanism is provided with a power generator; a rotating shaft of the power generator is interlocked with the action shaft; one end of the blade mechanism is pivoted with the shaft seat and pivots; one end of each blade is inserted in a passive body in the shaft seat; a reciprocating action mechanism is arranged in the shat seat; the reciprocating action mechanism is provided with an action block and a distance sensor; the action block performs linear displacement and is interlocked with the blades for rotation; the distance sensor can sense displacement distance of the action block; and the distance sensor is electrically connected with a receiving control unit. Through adopting the structure, the blade angle adjusting mechanism can be used for accurately adjusting the angles of the blades corresponding to the wind velocity and the rotational speed of the power generator, and can improve the efficiency and prolong the service life.",2011,F03D   7/04; Y02E  10/723
364430017,RU20100146805,SEA FLOATING POWER PLANT,"FIELD: transport.SUBSTANCE: invention relates to ship building, more specifically - to floating power generation facilities. Sea floating power plant (SFPP) includes body in the form in plane of isosceles triangle at corners of which pillars with wind power plants (WPP) at their top ends are located; control house and anchor positioning system. In submerged parts of its body, through cuts are made, and freeboard height constitutes at least 0.01 of outer length of its board. WPP pillars are made as masts and are installed on upper deck. The height of WPP location on masts is not less than sum of its blade length and the greatest height of wave possible in corresponding aquatic area. Also, SFPP is fitted with equipment for electric power generation using wave energy, sea current energy, solar energy.EFFECT: invention allows for lowering weight of structures and SFPP positioning system while increasing electric energy output and improving operation safety due to higher initial stability.7 cl, 3 dwg",2010,Y02B  10/30; F03D   9/00; Y02E  10/72; B63B  35/44
364431547,CA20102777282,VESSEL AND METHOD FOR TRANSPORTING AND HOISTING THE OFFSHORE WIND TURBINE GENERATOR SYSTEM,"A vessel for transporting and hoisting offshore wind turbine comprises a hull (7), a plurality of fixing brackets (1), first sliding rails (31), second sliding rails (32), a buffer device (5), rotary cranes (6) and winch devices(4). A U-shaped opening is provided at the stern of the hull (7) for a wind turbine (8) to pass through. The fixing brackets (1) are arranged in two rows in parallel, the bottom of which are fixed onto the deck in the hull. The first sliding rails (31) are installed on the top of each row of the fixing brackets (1). The second sliding rails (32) are installed on the inner side of the two rows of the fixing brackets (1) on the deck in the hull. The second sliding rails (32) are in parallel with the first sliding rails (31). A hanging beam (2) slidably matched with the first sliding rails (31) is installed on the body of the wind turbine (8). The buffer device (5) is fixed to the bottom of the wind turbine (8), and is slidably matched with the second sliding rails (32). The rotary cranes (6) are fixed on the top of two sides of the U-shaped opening. The winch devices (4) is installed on the stem of the hull. An offshore wind turbine transporting and hoisting method using a vessel for transporting and hoisting offshore wind turbine is also disclosed. The invention enables the wind turbine to be integrally transported and hoisted.",2010,F03D   1/00; F05B2240/95; B63B  35/003; Y02E  10/72; B63B  27/00; F03D  13/40; B63B  27/10; Y02E  10/727
364444459,US201113329645,On-site fabricated fiber-composite floating platforms for offshore applications,"A spar platform comprises one or more continuous-fiber composite tubes fabricated at or near the intended site use of the platform. In some embodiments, the spar platform includes a relatively longer central tube and relatively shorter peripheral tubes. In some other embodiments, the spar platform is a single long tube. In some embodiments, the spar platform supports a wind turbine assembly. The continuous-fiber composite tubes are formed, in either a vertical or horizontal orientation, using a modified vacuum assisted resin transfer molding process.",2011,F05B2240/95; F05B2280/6003; B63B2035/442; B63B2231/52; B63B2035/446; B63B  35/44; F03D  13/25; B63B   5/24; F03D  13/22; F05B2240/93; B63B   9/06; B63B  75/00; E02D   5/74; Y02E  10/727
364457742,JP20100224164,DECK LIFTABLE WORK PONTOON AND CONSTRUCTION METHOD OF OCEAN WIND POWER GENERATION FACILITY,"PROBLEM TO BE SOLVED: To provide a deck liftable work pontoon superior in working efficiency, stability and safety, by enabling carrying and building-up, by mounting an ocean wind power generation facility such as a monopile or tower integrated wind turbine, under a severe oceanographic phenomenon-meteorological phenomenon of the ocean.SOLUTION: The deck liftable work pontoon 1 includes a pontoon body 2, and a plurality of legs 3, 3, ... for liftably moving the pontoon body 2 by a hydraulic jack-up system. In the deck liftable work pontoon 1, a building-up device 5 movably holding the monopile or tower integrated wind turbine 4 on a deck of the pontoon body 2 in a rising-up/falling-down state or an obliquely rising-up/falling-down state and freely building up from the rising-up/falling-down state or the obliquely rising-up/falling-down state, is arranged on the deck of the pontoon body 2. The building-up device 5 includes: a base frame 12 for freely traveling on a guide rail 11 laid on the deck of the pontoon body 2; and a support leader frame 14 supported by the base frame 12 so as to freely build up and detachably holding the monopile or tower integrated wind turbine 4.",2010,E02B  17/021; Y02E  10/725; B63B  35/28; F03D   9/00; E02B2017/0039; B63B  35/44; E02B2017/0091; B63B  75/00; B63B  35/00
364457858,JP20110209329,SHIP AND METHOD FOR CONVEYING AND SETTING UP OFFSHORE STRUCTURE,"PROBLEM TO BE SOLVED: To provide a method for conveying and setting up a large number of offshore structures which can be used irrespective of any swell and any meteorological state, and conveyed and set up within the specific time, and to provide a ship therefor.SOLUTION: The ship 1.1 for conveying and setting up the offshore structures has a hull 2 with a U-shaped cross-section having an open stern 12 and projections 9.1, 9.2 on sidewalls 4.1, 4.2 extending to a rear part beyond the rear edge of a floor 3, jack-up leg systems 15.1, 15.2, 15.3, 15.4 with jack-up legs 16.1, 16.2, 16.3, 16.4 integrated in the hull 2 that are movable in the vertical direction with their bottom ends in positions below the floor, and a crane 20 movable on top edges of the sidewalls.",2011,B63B  19/00; B63B  29/00; B63H  25/42; F03D  13/22; F05B2240/93; E02B  17/027; E02B2017/0039; Y02E  10/727; B65G  67/60; E02B  17/021; E02B2017/0047; F05B2240/931; B63B  27/10; F03D  13/25; B63B  35/003; F05B2240/95; B63B  27/12; B63B  35/00; F03D  13/40; B63B  35/44; E02B2017/0091; F05B2240/96; B63B  27/00
364487237,PT20040015814T,FLOATING WATER CURRENT TURBINE WITH COUNTER ROTATING COAXIAL ROTORS,NULL,2002,E02B2017/0091; H02K   7/1823; H02K  16/005; Y02E  10/223; B63B  35/44; F03B   1/00; F03B  13/26; F03B; F03B  11/00; Y02E  10/38; B63B2035/4466; F03B   1/02; F03B  17/061; F05B2240/40; H02K  16/00; Y02E  10/725; F03D   9/00; F03B  13/10; F03B  17/06; F05B2260/72; H02K   7/18; Y02E  10/28; F05B2210/16; F05B2240/97
364493941,BE20120000167,INRICHTING EN WERKWIJZE VOOR HET ASSEMBLEREN VAN EEN BOUWWERK OP ZEE,"De uitvinding betreft een inrichting voor het op zee assembleren van een uit onderdelen opgebouwd bouwwerk, in het bijzonder een windturbine. De inrichting omvat een met een vaartuig verbonden robotarm, die is voorzien van een gereedschap voor het aangrijpen van de onderdelen, en een besturingseenheid, die is ingericht om de robotarm dusdanig te bewegen dat de onderdelen op een in zee aanwezige fundering kunnen worden geplaatst. De uitvinding betreft eveneens een werkwijze voor het op zee assembleren van een uit onderdelen opgebouwd bouwwerk, in het bijzonder een windturbine, onder gebruikmaking van de uitgevonden inrichting.",2012,B63B  27/18; F03D  13/10; F03D  13/40; Y02E  10/72; E02B2017/0091; E02B  17/021; F03D   1/00
364516712,JP20090539879,NULL,NULL,2007,B64C  31/06; Y02E  10/70; F05B2270/00; B63H   9/06; B63H   9/069; F03D   5/00; B63H   8/16
364520010,KR20100083228,Hybrid power generation system for floating facilities at sea,"PURPOSE: An offshore marine-type of a combined generation system is provided to utilize a system as tourist attractions by installing an undersea and a floating observation platform in an upper and a lower part of a floating structure. CONSTITUTION: An offshore marine-type of a combined generation system comprises a floating structure(10), a solar generator, a wave power generator, wind power generator(16), tidal power generator and a combined power management system(30). The solar generator, the wave power generator and wind power generator is installed on an upper part and a side part of the floating structure respectively. The solar generator, the wave power generator and wind power generator produce the electricity respectively by using sunlight, wave power, wind power. The tidal power generator produces the electricity by using the tidal current flowing in a lower part of the floating structure. The combined power management system is connected to the solar generator, the wave power generator, wind power generator and the tidal power generator electrically and controls the frequency and amplitude from the generators by integrating electric power of the generators.",2010,F03B  13/12; Y02E  10/38; Y02E  10/50; H02S  10/10; Y02P  70/523; F03D   9/00; F03D   9/008; Y02E  10/725
364525356,KR20100106030,SHIP AND LAYOUT METHOD OF SHIP,PURPOSE: A ship and a layout method thereof are provided to reduce required energy by effectively arranging structure on an upper deck. CONSTITUTION: A ship comprises a first funnel casing(140) and a second funnel casing. A discharge pipe(142) for discharging exhaust gas is located inside the first funnel casing. A discharge pipe is for discharging exhaust gas is located inside the second funnel casing. The first and second funnel casings are opposite to each other to maintain a certain gap. The first funnel casing is arranged in the portside. The second funnel casing is arranged in the starboard.,2010,Y02E  10/72; F03D   1/02; B63B  15/00; B63H  21/32; Y02T  70/5209; B63J   3/00; Y02T  90/46
364529174,KR20100110067,method for shipping and on/off loading of wind turbine,PURPOSE: A method for transporting and loading/unloading wind turbines on the sea is provided to reduce operating radius by easily moving wind turbines on a deck through a transferring trolley. CONSTITUTION: A method for transporting and loading/unloading wind turbines(120) is as follows. Wind turbines are assembled in land. The assembled multiple wind turbines are successively loaded on a transferring trolley(20) movably installed in a rail(10) of a carrier. The wind turbines loaded on the transferring trolley is fixed by a lashing device(40). The carrier is moved to a sea area for installing the wind turbines. The wind turbines of the transferring trolley located within a work range of a crane is unloaded by the crane of the carrier. The wind turbines of the transferring trolley are moved within the work range of the crane and are successively unloaded.,2010,B63B  27/14; F03D   9/00; B63B  35/44; F03D  11/00; F05B2240/95; F03D  13/10; Y02E  10/72; Y02E  10/727
364531317,KR20100111913,WATER POWER GENERATOR,"PURPOSE: A running water power generator with optimized energy outputs is provided to generate power continuously, and use wind power and water power at the same time for power generations. CONSTITUTION: A running water power generator with optimized energy outputs comprises a lift, a buoyancy sensor, a cover(30). A hydraulic turbine(11) is installed in the lift. Auxiliary blades having ribs are installed on edge portions between hydraulic turbine blades(12). The buoyancy sensor is installed on the top of the lift. The buoyancy sensor moves the lift above and below. The floating unit is protruded downward to the water Horizontal ribs(32) are installed on an opposite of a part of a cover where the ribs(31) are installed. The wind enters into the horizontal ribs horizontally.",2010,F03B  17/025; Y02E  10/223; Y02E  10/28; F03B  11/025; F05B2220/32; F03B  17/06; F03B   7/00; F03D   9/008; Y02E  10/20; F03B  17/062; F03B  17/02
364558032,EP20120004579,Method for anchoring a structure to a bed of a body of water and underwater foundation,"The method involves introducing a screw anchor into a seabed (5). A lower anchor portion of the screw anchor is anchored in the seabed. An upper anchor portion of the screw anchor is projected from the seabed. A base element (30) is arranged and fixed to the upper anchor portion of the screw anchor. Multiple anchor bolts are arranged on a predetermined pattern in the seabed, and are placed on the base element. A structure (10) is arranged and fixed on the base element using a holder (34). Independent claims are included for the following: (1) an underwater foundation; and (2) a wind turbine.",2012,E02D  27/50; E02D   7/22; E02D  27/425; E02D   5/56; E02D   5/62; E02D  27/12; E02D  27/525; E02B  17/0008; E02D  27/42
364559941,EP20120727422,HELICOPTER LANDING DECK,NULL,2012,F03D   1/00; Y02E  10/727; F03D  80/50; F05B2240/14; Y02E  10/721; Y02E  10/726; F03D  13/40; Y02B  10/30; E01F   3/00; F03D  80/00; F05B2240/95
364630277,DK20040015814T,Flydende vandstr¯msturbine med modsat roterende koaksiale rotorer,NULL,2002,Y02E  10/725; B63B2035/4466; F03B  13/26; F03B  17/061; F03D   9/00; F05B2240/40; F05B2260/72; H02K   7/18; Y02E  10/223; F05B2240/97; H02K   7/1823; H02K  16/005; Y02E  10/38; F03B  11/00; F03B   1/00; F03B  13/10; F05B2210/16; Y02E  10/28; B63B  35/44; E02B2017/0091; F03B; F03B   1/02; F03B  17/06; H02K  16/00
364635569,CN201210005362,Multifunctional twin-hull wind power engineering ship for offshore high-altitude heavy-duty lifting installation operation,"The invention discloses a multifunctional twin-hull wind power engineering ship for offshore high-altitude heavy-duty lifting installation operation, in particular relates to an offshore lifting operation ship. The wind power engineering ship provided by the invention comprises a lifting appliance system, a pile hammer system, a pile stabilizer, a dead rope hoist, a hydraulic system and an electrical system. According to the invention, relevant equipment are creatively and scientifically designed and configured in the limited deck and operation space of one engineering ship so that a multifunctional engineering operation system is formed, an offshore wind power engineering ship which firstly integrates multifunction such as wind power single-pile foundation construction, integral fan transportation and integral installation in the world formed. The engineering ship is stable in operation on the sea, high in control precision and good in installation engineering quality; the manpower and material resources are greatly saved; the engineering period is shortened; the engineering cost is greatly reduced; the construction efficiency of an offshore wind power installation engineering is remarkably increased; the current situation that the offshore engineering operation is finished by using a plurality of ships and equipments for a long term is thoroughly changed; and innovative high-quality equipment is provided for the development of the offshore wind power cause.",2012,B63B  27/16
364639429,CN201110417221,Pontoon and water flow power generation combined power station,"A pontoon and water flow power generation combined power station comprises a pontoon. A belt hydraulic engine type water flow power generation device, a solar power generation device and/or wind driven power generation device are arranged on the pontoon, and the belt hydraulic engine type water flow power generation device is provided with an automatic working water level regulating unit, a super-flood preventing unit and a float cleaning unit. A belt hydraulic power generator, a magnetic suspension wind driven power generator and a solar power generator are assorted mutually and are integrated with the shore supply to realize interaction and compensation, and specifically, power generated from flood and/or wind and solar energy in peak periods is fed back to the shore supply, and the shore supply resupplies power for the pontoon when in off-peak periods of flood and/wind and solar energy, so that uninterrupted power supply is formed, and the multipurpose pontoon with new clean energy self-generating devices is assembled. Besides, automatic control and dispatching of various power supplies can be realized, and accordingly the pontoon and water flow power generation combined power station has the advantages of operational simplicity, safety and reliability, high efficiency, adaptability to non-professional management, and can be used as a composite marine facility with double functions of the pontoon and the power station or can be used as a special shore power station utilizing integral energy.",2011,B63B  35/34; H02S  10/10; Y02E  10/763; F03B   9/00; F03B  13/00; Y02E  10/725; H02J   3/32; H02J   3/38; H02J   7/00; H02S  10/12; H02K   7/18; Y02E  10/20; F03D   9/00
364645716,CN201120389282U,Pontoon hydroelectric generating system,"A pontoon hydroelectric generating system is similar to wind power generation, but the difference is that wind power generation is in the air, while hydroelectric power generation is in water; and in comparison with wind power generation, horizontal flowing water energy has the advantage that: operation can be continuous all the year round, and even in the dry season, power can still be generated as long as water flows. The pontoon hydroelectric generating system comprises three main parts: (1) pontoon: the pontoon is used for carrying and fixing a water wheel and generating equipment; the rear part of the pontoon is a cuboid, and the front section of the pontoon is a triangular body, and is formed into a splay opening, so that the current can be conveniently collected for power generation; (2) the structure of the water wheel: the middle part of the water wheel is a cylinder, both sides of the water wheel are round clamping plates with through holes, the diameter of each round clamping plate is greater than the diameter of the cylinder, the round clamping plates are fixedly connected with the cylinder, and channel-shaped water wheel blades are mounted on the clamping plates; central shafts of flange plates are mounted on the two sides of the round clamping plates; and the water wheel is connected with a driving speed-increasing box; (3) reinforced concrete gravitational uprights: the reinforced concrete gravitational uprights are built on corresponding river banks, and are used for connecting windlass sets and fixing the pontoon.",2011,F03B  13/00; B63B  35/00; E02B   3/24
364648306,RU20090126561,KITE AUTOMATIC CONTROL SYSTEM,"FIELD: transport. ^ SUBSTANCE: invention relates to control over kites. Proposed system 1 to control, at least, one kite 11 driven and controlled by ropes 13 comprises, at least, one first servo 12 and, at least, one second service 15. First servo may unwinding and winding said cables 13 on appropriate winches 14a, 14b. Second servo 15 allows separate control over cables 13. ^ EFFECT: higher accuracy of control over winding/unwinding, reduced power consumption. ^ 8 cl, 2 dwg",2007,B63H   8/16; F05B2270/00; Y02E  10/70; B63B  35/79; B63H   9/06; B63H   9/069; F03D   5/00
364648984,EP20120004590,Fixing system for the transport of a heavy load on a transport surface,"The device (10) has locking elements (11,16) set one above the other and rotatably connected through a connecting bolt (13) such that the locking elements rotate against each other. One locking element is mounted on the other locking element by the force acting along the direction of locking elements. The locking elements include two force transfer surfaces which separate the outer side region and inner side region of a surface formed between locking elements, by a recess such that the locking elements are rotatable between unlocked and locked positions. An independent claim is included for security system for securing heavy loads such as components of wind-power plants on ship.",2012,B63B  25/28; B65D  90/00; B60P   7/13
364715508,US201013388391,Rotor blade control based on detecting turbulence,"A control system may be used for rotor blade control. The control system comprises a number of turbulence sensors provided across the surface of a wind turbine blade. The control system monitors the turbulence sensors and when turbulent airflow is detected controls an aerodynamic parameter of the blades. In one embodiment, the parameter is the pitch of the rotor blades. This means that stall-like blade conditions can be avoided, and power generation from the wind turbine can be optimized. The control system may also use measurements of output power to be considered in combination with the turbulence based measurements to add a higher level of responsiveness and precise control.",2010,B63H   3/00; F03D   7/02; F05B2270/804; G01B  11/161; Y02E  10/723; F05B2260/80; F03D   7/0224; G05D   7/00; F03D   7/04; G05D   7/06; F05B2270/1033
364787107,CN201210034057,"Controller, floating type wind driven generation unit and control method thereof","The invention provides a controller, a floating type wind driven generation unit and a control method thereof. The controller comprises a signal acquisition unit, an angle judging unit and a pitch-control yawing unit. The signal acquisition unit is used for acquiring the current wind speed and the offset angle between the windward direction and the current wind direction. The angle judging unit is used for judging whether the offset angle reaches the preset angle threshold value or not. The pitch-control yawing unit is used for realizing pitch-control yawing if the angle judging unit judges that the offset angle reaches the preset angle threshold value and comprises an angle calculating subunit and a pitch-control processing subunit, wherein the angle calculating subunit is used for calculating pitch-control angle of blades of each wind driven generation unit according to the current wind speed, the pitch-control processing subunit generates pitch-control signals of the pitch-control angle and sends the signals to the corresponding wind driven generation units, so that pitch of the blades of the wind driven generation units is controlled and yawing of the floating wind driven generation unit is realized. According to the technical scheme, the pitch control operation is utilized for yawing of the wind driven generation units, so that power of yawing driving mechanisms of the wind driven generation units and structural size thereof are reduced greatly and cost is decreased.",2012,F03D   9/00; F03D  11/00; F03D   7/00; Y02E  10/723; Y02E  10/725
364787114,CN201110451658,Apparatus and method for operation of an off-shore wind turbine,"The application relates to an apparatus and a method for operation of an off-shore wind turbine. A method for operating an off-shore wind turbine and a wind-turbine (100) is provided. The off-shore wind turbine is at least temporarily situated in water (310) and includes a rotor with at least one rotor blade (108) and a pitch drive system (112) coupled to the at least one rotor blade. The pitch drive system is adapted for pitching the at least one rotor blade, wherein the wind turbine further includes a wind turbine control (200). The method includes determining at least one of a water condition; in dependence of the outcome of the determining, defining peak shaver settings; and pitching the at least one rotor blade according to the peak shaver settings. Furthermore, the wind turbine (100) has a sensor (302) adapted for measuring one of the water current speed, the water current direction and the water level at or close to the wind turbine.",2011,F03D   7/028; F05B2240/95; F05B2260/96; F03D   7/04; Y02E  10/723; F03D   7/0224
364787131,CN201110405551,Arrangement and method for transporting a wind turbine rotor,"The invention relates to an arrangement and method for transporting a wind turbine, concretely an arrangement for transporting a rotor of a wind turbine at sea comprising a vessel having a deck. Moreover, the arrangement comprises at least one rotor comprising in turn a hub and at least one blade affixed to the hub. The hub is positioned on the deck in such a way that the at least one blade is at least partially located above the sea surface and that the center axis of the hub is tilted in relation to the deck so as to increase the distance between the at least one blade and the sea surface. Furthermore, the invention relates to a method for transporting a wind turbine rotor at sea on a vessel having a deck; comprising the step of positioning a rotor with a hub and a blade on the deck in such a way that the center axis of the hub is tilted in relation to the deck so as to increase the distance between the blade and the sea surface.",2011,F03D  13/40; F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D  11/00; F05B2250/314; B63B  35/003; F05B2250/232
364810347,CN201120351939U,Floating-type offshore wind power foundation,"The utility model relates to a floating-type offshore wind power foundation and aims at providing the floating-type offshore wind power foundation which has the advantages of rapid construction and installation, low manufacturing cost and good stress. The technical scheme is that the floating-type offshore wind power foundation comprises an upper structure consisting of a tower, a machine room, a hub and blades. The floating-type offshore wind power foundation is characterized in that the foundation additionally comprises a steel floating platform, the floating platform consists of a tower connecting section also used as a middle floating box and a group of tension leg floating boxes, the tower connecting section also used as the middle floating box is approximately cylindrical and is connected with the root of the tower, the tension leg floating boxes are radially arranged on the circumference of the tower connecting section also used as the middle floating box, and extension sections at the external ends of the tension leg floating boxes are fixed with an anchoring system on a seabed through steel cables. The floating-type offshore wind power foundation is suitable for civil engineering in the offshore wind power generation industry.",2011,F03D  13/25; Y02P  70/523; Y02E  10/727; B63B  35/00
364810353,CN201120361587U,Floating-type offshore wind power platform,"The utility model relates to a floating-type offshore wind power platform and aims at providing the floating-type offshore wind power platform which has the advantages of rapid construction and installation, low manufacturing cost and good stressed condition. The technical scheme is that the floating-type offshore wind power platform comprises a plurality of wind power unit upper structures each of which consists of a tower, a cabin, a hub and blades, and an anchoring system which is fixedly arranged on a seabed. The floating-type offshore wind power platform is characterized in that the root of each tower is connected with a buoyancy tank platform through a connecting section and the buoyancy tank platform is fixed with the anchoring system through steel cables. The floating-type offshore wind power platform is suitable for civil engineering of the offshore wind power generation industry.",2011,F03D  11/00; B63B   1/107; B63B  35/44; B63B2035/446
364813703,CN201120340102U,Ocean foundation construction based on locked combination of piles and modules,"The utility model relates to an ocean foundation construction based on locked combination of piles and modules. The ocean foundation construction is characterized by mainly comprising the piles and the modules; a water pipe penetrating through the entire piles is arranged at circle centers of first sections of a drilling-in type independent pile and a drilling-in type combined pile; flanges are arranged at the upper end of the first section as well as the upper and the lower ends of a second section and each pile section above the second section of each combined pile; shaft heads and cylinder sleeves are respectively arranged at the centers of the upper and the lower flanges of the second section and each section above the second section of each combined pile; a module locking slot is arranged on the each pile, and a lock hole is formed in each module locking slot; and a lock hole is formed in the each module. According to the utility model, as the construction technology of combining and locking the piles and modules is adopted, the construction of foundation engineering, such as tidal power stations, wind power stations, land type offshore oil exploitation, deepwater wharfs and harbor type mariculture, is implemented simply and easily and is feasible.",2011,E02B  17/02; E02D  27/14; E02D  27/52
364813755,CN201120412695U,Circular cavity-type gravity foundation for marine wind farm,"The utility model discloses a circular cavity-type gravity foundation for a marine wind farm, which comprises a main body and a bottom plate, wherein the main body is arranged on the bottom plate, and comprises an upper part and a lower part; the upper part is a hollow cylinder with a fixed diameter; the lower part is a circular truncated cone with different diameters; and the upper part and the lower part adopt hollow structures. The circular cavity-type gravity foundation can be used for building the marine wind farm in a sea area with a better soil mechanics performance in a shallow layer, stable distribution and no weak underlying layer, so as to reduce marine construction process and construction cost.",2011,E02D  27/42; E02D  27/52
364813756,CN201120412728U,Negative-pressure cylinder type gravity foundation for offshore wind power,"The utility model discloses a negative-pressure cylinder type gravity foundation for offshore wind power. The negative-pressure cylinder type gravity foundation comprises a main body and a bottom part structure, wherein the main body is arranged on the bottom part structure. The main body comprises an upper part and a lower part, the upper part is a hollow cylinder body with an equal diameter, and the lower part is a hollow round stable body with a variable diameter. An annular beam is formed at a connection part of the upper part and the lower part. The negative-pressure cylinder type gravity foundation for the offshore wind power disclosed by the utility model can be partially applicable to carrying out in a gravity type foundation area, so that the offshore construction process is reduced and the construction cost is reduced.",2011,E02D  27/52; E02D  27/42
364813757,CN201120412730U,Open caisson type gravity foundation for offshore wind power,"The utility model discloses an open caisson type gravity foundation for offshore wind power. The open caisson type gravity foundation comprises a main body and a bottom structure, wherein the main body is arranged on the bottom structure; the main body comprises an upper part and a lower part; the upper part is a hollow cylinder with equal diameter; the lower part is a hollow cone body with varied diameters; an annular girder is formed on a connection part of the upper part and the lower part; the bottom structure comprises four open caissons; and each open caisson is of a square structure. The open caisson type gravity foundation for offshore wind power can be carried out in partial areas applied to gravity type foundations, so that the offshore construction processes are reduced, and the construction cost is reduced.",2011,E02D  23/00; E02D  27/52; E02D  27/42
364813760,CN201120412727U,Raft type gravity foundation for offshore wind power,"The utility model discloses a raft type gravity foundation for offshore wind power. The raft type gravity foundation comprises a central pier, a main beam, a secondary beam and a bottom plate. The central pier is of a hollow cylinder body. The bottom end of the cylinder body is connected with the bottom plate; the main beam is arranged around the lower part of the central pier on the bottom plate; and the vertical secondary beam is arranged at the edge of the main beam. According to the raft type gravity foundation for the offshore wind power disclosed by the utility model, an offshore wind power field is built in a sea area with better mechanical properties of a shallow layer, stable distribution and no lower horizontal weak interlayer, so that the offshore construction process is reduced and the construction cost is reduced.",2011,E02D  27/44
364815960,CN201120383661U,Floating type wind-and-water complementation generating system on Yellow River water,"The utility model discloses a floating type wind-and-water complementation generating system on Yellow River water and belongs to the technical field of generation. The floating type wind-and-water complementation generating system comprises floating ship main bodies, and a lifting platform is arranged between the floating ship main bodies and connected with a lifting crane. The lifting platform is provided with a wind-and-water complementation generator, wind-driven generator blades are arranged above the wind-and-water complementation generator, and hydroelectric generator blades are arranged below the wind-and-water complementation generator. Electricity can be generated by wind power and hydroelectric power at the same time or generated by the wind power or the hydroelectric power alone. The complementation method improves respective transmission volume of the wind power and the hydroelectric power, breaks through limitation of traditional wind power installed capacity, overcomes the shortcomings of conventional hydroelectric power generation and has good developing prospect.",2011,F03B   3/14; F03B  13/00; Y02E  10/223; Y02E  10/725; F03D   9/00
364826730,US20100981661,Thermal barrier coatings and methods of application,A coated part is exposed to a gas flow. The gas flow has a characteristic gas flow direction distribution over a surface of the coated part. The coated part has a substrate having a substrate surface and a coating over the substrate surface. The coating comprises at least one coating layer. A first such layer is columnar and has a column boundary direction distribution. The column boundary direction distribution is selected for partial local alignment with the gas flow direction distribution.,2010,B64C  27/46; C23C  14/083; C23C  14/30; C23C  28/3455; C23C  28/345; F01D   5/18; Y10T 428/24058; Y10T 428/249921; B64C  11/16; C23C  14/226; F03B   7/00; F04D  29/38; B63H   1/26; C23C  14/22; C23C  28/00; C23C  28/3215; B64C  11/24; C23C  14/08; C23C  14/48; C23C  28/321; F03B   3/12; B32B   7/00; B63H   7/02; F01D   5/14; F23R   3/00; C23C  16/44; C23C  28/325; F03D  11/02; Y10T 428/2495; Y10T 428/264
364830143,US201113339973,Wind turbineófloating platform assembly and method for orienting said assembly description,"The invention allows orientation of the platform (1) in order to obtain conditions of maximum efficiency in the wind turbine (16). It comprises first sensors (8) for detecting an effective rotation axis angle (?) formed between the rotation axis (2) and a horizontal plane (24); second sensors (9) for detecting wind direction (23); platform orientation means (11) for modifying the effective rotation axis angle (?); and at least one control unit (12) adapted for receiving a first input (13) from the first sensors (8) and a second input (14) from the second sensors (9) and, based on said inputs (13, 14), transmitting orders to the platform orientation means (11) and yaw mechanism.",2011,B63B  39/02; F05B2270/321; Y02E  10/723; F05B2270/326; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2270/18; F05B2270/33; Y02E  10/727; F05B2240/93
364935731,CN201210015914,Grouting and ballast structure for offshore wind power foundation grouting connection,"The invention relates to a grouting and ballast structure for offshore wind power foundation grouting connection. The invention aims to provide a grouting and ballast structure for offshore wind power foundation grouting connection, and through adding a sealed ballast at a grouting connection segment, the structure can have the aid of grouting and surcharged supplementation slurry so as to provide initiative holding and griping strength for the grouting connection segment, so that the bearing capacity is increased. The technical scheme of the invention is as follows: a grouting and ballast structure for offshore wind power foundation grouting connection has a pile body and a pile casting sleeved outside the pile body, wherein the pile casting has the same shaft with the pile body, and a grouting exhaust port and a communication port of a grouting pipe are respectively arranged on the upper and lower parts of the pile casting. The structure is characterized in that: a barrel shaped sealed ballast having the same core and shaft with the pile body and pile casting is arranged in a clearance between the pile body and the pile casting, the sealed ballast is ensealed by the pile casting and inner walls of the ballast, the communication port of the grouting pipe and the grouting exhaust port are respectively arranged on the lower and upper parts on one side of the pile casting in the sealed ballast. The structure of the invention is suitable for offshore wind power industry.",2012,E02B  17/0008; E02D  27/12; E02D  15/04
364936872,CN201110452807,Wind turbine and method for operating wind turbine erected in a body of water,"The invention discloses a wind turbine and a method for operating the wind turbine erected in a body of water. The method comprises: measuring vibrations of the wind turbine during operation; identifying at least one periodic component of said measured vibrations, wherein said periodic component is associated with interaction of said body of water and said wind turbine; and, operating at least one controller of said wind turbine so that water-induced vibrations are reduced.",2011,F03D   1/00; F03D  11/04; F05B2270/334; F03D   7/0296; F03D   7/042; F05B2260/96; H02P   9/00; E02B2017/0091; F05B2240/95; H02P   9/008; F03D   7/04; E02B2017/0065; H02P2101/15; Y02E  10/723
364950016,CN201080026088,Extracting wave energy in a wind turbine installation,A controller for a floating wind turbine is adapted to cause the wind turbine to extract energy from wave-induced motion of the turbine. The controller controls the rotor speed of the turbine by controlling the torque of the load presented to the rotor such that the rotor speed varies in response to wave-induced motion.,2010,F03D   7/0272; F03D   7/04; F03D   7/042; F05B2240/93; F03D   7/0276; Y02E  10/38; Y02E  10/727; B63B  39/062; F03D   7/02; F03D  13/25; Y02E  10/723
364999357,CN201120509783U,Base components for offshore wind power set installation,"The utility model discloses base components for offshore wind power set installation, which comprises a main pile and at least one auxiliary pile arranged in parallel with the main pile. a transition section is fixedly connected to the top of the main pile, a flange for connecting a tower is arranged on the top of the transition section; guide pipes are fixedly connected to the auxiliary piles, and inclined supporting rods are fixedly connected between the transition section and each of the guide pipes. The base components for the offshore wind power set installation can solve problems of large construction difficulty, long construction period and high construction cost caused by the huge pile diameter, large weight and low rigidity of single pile base of high-power offshore wind power set, and develop mature design and construction experience of existing offshore wind power set single pile base.",2011,E02D  27/12; E02D  27/44; E02D  27/52
364999363,CN201120412369U,Round cavity type gravity base for offshore wind power,"The utility model discloses a round cavity type gravity base for offshore wind power, which comprises a main body and a baseboard, wherein the main body is arranged on the baseboard and comprises an upper portion and a lower portion, the upper portion is a unidiameter hollow cylinder, the lower portion is a variable-diameter cone, and both the upper portion and the lower portion are of hollow structures. The round cavity type gravity base for offshore wind power can achieve offshore wind power farm building in sea areas which are good in shallow soil mechanical property, stable in distribution and free of underlying soft interlayer, and reduces offshore construction procedures and construction cost.",2011,E02D  27/52; E02D  27/42
365035876,US201213347601,"Mechanisms for creating undulating motion, such as for propulsion, and for harnessing the energy of moving fluid",Mechanisms are described which receive and transfer forces via transducers having one or more persistent deformations in changeable locations. Actuator or propulsion embodiments are powered by elastic or variable length transducers that exert forces on the deformed members which in turn exert forces onto ambient fluid such as air or water. Generator embodiments receive forces from ambient moving fluid via deformed members which transfer those forces to elastic or variable length transducers which convert those forces into electrical energy.,2012,F03B  17/06; F05B2240/931; F05B2240/97; F05B2220/709; H02P   9/04; H01L  41/053; B63H   1/37; F03B  13/10; H02N   2/185; F05B2240/311; Y02E  10/28; F04B  35/04; Y02T  70/5254; Y02E  10/721
365117488,ES20090002308,"PLATAFORMA OCEANICA, POLIVALENTE Y SU PROCEDIMIENTO DE FABRICACION E INSTALACION.","Plataforma oce·nica polivalente y su procedimiento de fabricaciÛn e instalaciÛn en el agua para la instalaciÛn de equipos de generaciÛn de energÌa, de producciÛn de agua desalada y de alimento a partir de recursos naturales del mar o para servir como cimentaciÛn de cualquier estructura a instalar en el agua. Comprende una cimentaciÛn formada por una o varias losas (1) de hormigÛn armado con pilares de celosÌa (3), pilotes para su hinca en el fondo del mar, colocados en el interior de los pilares (3), un sistema redundante de estanqueidad y flotabilidad (8), un sistema de control de la inmersiÛn que permite la inmersiÛn de la cimentaciÛn a velocidad controlada, una vez que la plataforma se encuentra en su emplazamiento definitivo, un sistema hidr·ulico para izado de la plataforma a una altura por encima de la ola mayor previsible, asÌ como plantas (5) para la instalaciÛn de equipos.",2009,B63B2035/446; B63B2039/067; E02B  17/02; E02B  17/021; E02B2017/0091; E02B2017/006; E02B2017/0086; F03D  11/04; B63B2001/044; B63B   5/18; B63B  35/44; B63B   5/16; B63B2241/08
365117828,CA20102780030,WIND TURBINE WITH TORQUE BALANCING MECHANISM,"A horizontal-axis wind turbine includes a rotor having a hub and blades rotatable by wind; a nacelle assembly for rotatably supporting the rotor through a main shaft, the main shaft being connected to the rotor; a tower for rotatably supporting the nacelle assembly; a dynamo placed near to a location at which the tower is built up; a rotatable vertical shaft orthogonally disposed to the main shaft inside the tower for transferring a rotating force of the main shaft to the dynamo; and a reaction torque-balancing mechanism for transferring a rotating force of the nacelle assembly, the rotating force of the nacelle assembly being derived from reaction torque due to a load of the dynamo, to the vertical shaft in a direction in which the reaction torque is balanced.",2010,F03D   1/00; F03D  11/02; F03D  13/25; Y02E  10/727; F03D   7/0204; F03D  15/00; F03D  80/70; F03D  80/80; Y02E  10/723; F03D  15/10; F03D  80/82
365129591,FR20120053163,"FONDATION D'EOLIENNE OFF-SHORE, EOLIENNE OFF-SHORE CORRESPONDANTE, ET LEUR PROCEDE DE MISE EN PLACE","La fondation (2) d'Èolienne off-shore comprend : - une plateforme (4) portant un support (13) de m‚t d'Èolienne dans sa rÈgion centrale, et plusieurs guides de jambe dans sa rÈgion pÈriphÈrique ; - plusieurs jambes (5) dont chacune peut Ítre dÈplacÈe entre une position haute de transport et des positions basses d'appui sur le fond marin (6). Chaque jambe (5) est librement coulissante dans son guide.",2012,E02B  17/021; E02D  27/04; F05B2240/95; E02D  27/42; F03D  13/22; F03D  11/04; Y02E  10/72; Y02E  10/727; E02D  27/32; E02D  27/425
365139519,EP20120733054,FLOATING OFFSHORE WIND TURBINE WITH DAMPING STRUCTURE,NULL,2012,B63B  35/44; E02B2017/0091; F05B2240/93; B63B  21/502; B63B2035/442; F03D  13/25; B63B2035/446; E02B  17/0004; F05B2240/95; B63B  39/005; B63B  39/03; B63B  39/06; Y02E  10/727
365165210,CN201210053984,Wind power sailing boat with integral rotor and power generating method,"The invention discloses a wind power sailing boat with an integral rotor, which comprises a sail and a hull. The sail consists of a sail frame, canvas, hollow pipes and an integral rotor system on the hollow pipes, wherein the hollow pipes and the canvas are attached on the sail frame. Each spindle-shaped rotor unit consists of blades, a permanent magnet and a rotary shaft, the spindle-shaped rotor units are distributed uniformly along the hollow pipes and capable of rotating around the same and used as rotors of a power generating system, reels and copper coils are fixed inside the hollow pipe, the copper coils are wound on the reels and used as stators of the power generating system, tail ends of the copper coils extend out of the hollow pipes to be further connected to a parallel electric wire, the parallel electric wire is embedded in the sail frame, the tail end of the parallel wire is connected with a rectifier, and current is rectified by the rectifier and then stored in an accumulator for motors and marine electric appliances. The wind power sailing boat with the integral rotor is high in adaptability, high in energy utilization rate, environment-friendly and wide in popularization prospect.",2012,B63H  19/00; B63H  21/17; F03D   9/02; Y02E  10/72; Y02P  70/523; F03D   9/00; F03D   9/11
365169775,CN201210081490,Perpendicularity control process for single-tubular-pile foundation of offshore intertidal wind farm,"The invention discloses perpendicularity control process for a single-tubular-pile foundation of an offshore intertidal wind farm. The perpendicularity control process includes steps of controlling manufacture of a single-tubular-pile steel structure; controlling pile sinking; and adjusting the perpendicularity of a foundation pile according to actually measured inclination data of a flange on the top of the pile. The perpendicularity control process for the single-tubular-pile steel structure, without a transitional section, of the foundation of the offshore intertidal wind farm, the problem that the perpendicularity is higher than 2.75% during construction of a foundation of a wind farm in an intertidal zone by the aid of conventional process, construction of the single-tubular-pile steel structure without the transitional section becomes a feasible scheme in China, and offshore construction efficiency is greatly improved.",2012,E02D   5/66; E02D  13/06; E02D   7/00
365169776,CN201210081489,Offshore intertidal single-tubular-pile hydraulic impact pile sinking slippage prevention process,"The invention discloses offshore intertidal single-tubular-pile hydraulic impact pile sinking slippage prevention process. Single-impacting pile sinking with the lowest impact energy and the lowest flow is realized for a position at which slippage can easily occur according to a geologic report, an upper layer of the position at which slippage can easily occur is shallower and consists of hard soil, and a lower layer of the position is deeper and consists of soft soil; hoisting-impacting pile sinking is realized after the single-impacting pile sinking; a hoisting rigging of an impact hammer is not completely loose before pile sinking, the rigging needs to be loosened by a distance longer than 3 meters for continuous construction, loosening distance of the rigging needs to be lower than or equal to 300mm according to computation by the aid of the weight of the hammer and capacity of a crane, when slippage occurs, the 220T impact hammer is hoisted by the crane, accordingly, a source of gravitational potential energy of the impact hammer is removed, and slippage is avoided. The offshore intertidal single-tubular-pile hydraulic impact pile sinking slippage prevention process has the advantages that the problem of slippage of hydraulic impact pile sinking of super-heavy steel pipe piles with super-large diameters is solved, powerful support is provided for introducing single pipe pile construction technology into offshore wind power industry, and construction risks and cost are greatly reduced.",2012,E02D   7/06
365179902,CN201080037778,Electricity generating device,"The invention describes a method of generating electrical power utilizing hot surface air as the heat source, high atmosphere as the heat sink and a microwave beam aimed upward providing updraft to initiate and control the large-scale air circulation. The frequency of the microwave beam is centered at approximately 60 GHz, within the absorption band of molecular oxygen. Also provided are a high-power microwave source, turbine-generator sets and a condenser/cyclone separator on a floating platform. Clean water can be provided from condensation out of humid, sea level air and carbon dioxide can be removed from air.The dynamic chimney produced by the microwave beam could alternatively be deployed in conjunction with a solar heat power plants, industrial chimneys and cooling towers of conventional power plants to increase their effective height.",2010,H02K  99/00; Y02E  10/72; F05B2220/60; F03D   1/04; F03D   9/22; F03D   9/25; Y02E  10/465; Y02E  10/725; Y02P  80/24; F03D   9/007; F03G   6/00; H05B   6/6426; Y02P  80/22; F03D   1/02; F03D   9/00; F05B2240/131; F03D  13/25; F05B2240/93; F03D   9/39; F05B2260/24
365202869,US201213350390,Installation method for water-submersible platforms and installation vessel,"A method for installing a water-submersible platform is disclosed. The method includes lowering the platform in water from a vessel positioned above the platform while spuds connecting the vessel to the platform stabilize the platform during lowering. An assembly of the vessel and platform, and a vessel that is used to connect to the platform is also disclosed.",2012,B63B2001/044; E02B2017/0039; B63B  35/44; E02B2017/0091; B63B2021/505; E02B  17/02; B63B  21/502; B63B  35/003; B63B2035/446; B63B   1/04; E02B  17/00; E02B  17/04; Y02E  10/727; B63B  35/00; B63B  35/40; E02B2017/0047; B63B   1/048; B63B  21/50
365209893,JP20100257884,SHIP FOR INSTALLING OFFSHORE WIND TURBINES AND METHOD FOR INSTALLING OFFSHORE WIND TURBINES USING THE SAME,"PROBLEM TO BE SOLVED: To provide a ship for installing offshore wind turbines, whereby wind turbines can be installed by simple operations when pre-assembled wind turbines are transported and installed at an area of sea for installation.SOLUTION: In the ship 1 for installing offshore wind turbines, multiple wind turbines 3, each obtained by assembling a tower 5, a nacelle 7 and rotor blades 9, are loaded side-by-side in the longitudinal direction of the hull, the ship is towed or self-navigated to an area of the sea where the wind turbines are to be installed, and the wind turbines 3 are installed on pre-installed foundations. The ship includes a handling apparatus 16 that travesls in the longitudinal direction of the hull and holds and lifts the tower 5 of the wind turbine 3. When the wind turbine 3 is installed on a foundation, the handling apparatus 16 travels to the foundation positioned at the rear of the hull while holding and lifting the tower 5 of the wind turbine 3, and installs the wind turbine 3 on the foundation.",2010,F03D   9/00; B66C   5/02; F03D  11/04; Y02E  10/727; B63B  35/00; B63B  35/003; B66C   1/108; F03D  13/40; Y02E  10/726; F05B2240/95
365214534,JP20120034971,CONSTRUCTION METHOD OF OCEAN WIND POWER GENERATION FACILITY,"PROBLEM TO BE SOLVED: To provide an efficient construction method of an ocean wind power generation facility.SOLUTION: A process of installing a top tower 47 includes: a process of elevating a deck lifting type work barge 33 for transportation from a first height to a second height higher than the first height; a process of holding the top tower 47 loaded on the deck lifting type work barge 33 for the transportation using mas holding devices 13, 14 at the other longitudinal direction side edge of a deck lifting type work barge 31 for construction and also hoisting it by using a twin boom 11; a process of elevating the deck lifting type work barge 31 for the construction from the first height to a third height higher than the first height; and a process of turning the top tower 47 for 180 degrees by using a boom turning base 8 of the deck lifting type work barge 31 for the construction, moving it to a position facing foundations 62, 63, 64 at one longitudinal direction side edge by using first moving mechanisms 4, 5 or a second moving mechanism 6, and installing it onto a middle tower 41.",2012,E02B  17/00; F03D   9/00; B63B  35/00; B63B  27/04; F03D  11/04; Y02E  10/725; B63B  21/50
365226819,JP20110267164,APPARATUS AND METHOD FOR TRANSPORTING WIND TURBINE ROTOR,"PROBLEM TO BE SOLVED: To provide an apparatus and a method for securely transporting a rotor during different sea conditions.SOLUTION: An apparatus for transporting a rotor of a wind turbine at sea includes a vessel 16 having a deck 15 and at least one rotor 11, 11'. The least one rotor 11, 11' includes a hub and at least one blade 12A, 12A' affixed to the hub. The hub is positioned on the deck 15 in such a way that the at least one blade 12A, 12A' is at least partially located above the sea surface and that the center axis of the hub is tilted in relation to the deck 15 so as to increase the distance between the at least one blade 12A, 12A' and the sea surface.",2011,F05B2250/232; Y02E  10/727; B63B  35/00; F03D  13/40; Y02P  70/523; F03D  11/04; F05B2230/6102; B63B  35/003; F03D  13/25; F05B2250/314
365229871,JP20110542896,NULL,NULL,2009,F03D   7/022; F03D   7/0224; F03D  11/00; F05B2270/101; F05B2270/304; F03D   9/00; F03D  13/20; F03D  13/25; F05B2270/328; Y02E  10/723; F03D   7/0276; F03D   7/0296; F03D   7/043; F05B2260/96; Y02E  10/727; F05B2270/327; F03D   7/04; F05B2240/93
365233042,EP20120382274,Wind turbine stabilization,"System for stabilizing an offshore horizontal axis wind turbine having a tower (10), the system comprising sensors for generating signals representing detected movements of the tower, and gyroscopes (23). Each gyroscope has a spinning axis (17), an input axis (18) and an output axis (19), and a flywheel (16) rotatable about the spinning axis. The system further comprises an actuator for each gyroscope which can apply a torque about the input axis of the gyroscope. The system also comprises a control unit for receiving the signals representing detected movements of the tower, and for providing the actuator with suitable control signals for said actuator to apply a torque about the related gyroscope input axis, said torque about the input axis producing a torque about the output axis of the same gyroscope that at least partly dampens the detected movements of the tower.",2012,Y02E  60/16; B63B  21/502; B63B2035/446; F03D   7/0296; G01C  19/02; F03D  15/00; B63B  21/50; F03D  13/25; F03D   7/06; F03D  80/88; F05B2270/334; F03D   9/12; F03D  80/00; Y02E  10/727; Y10T  74/1229; B63B  39/04; F05B2240/95; F05B2260/964; Y02E  10/723; B63B2021/505; F03D  13/22; F05B2240/93
365234529,EP20120734179,MECHANISMS FOR CREATING UNDULATING MOTION. SUCH AS FOR PROPULSION. AND FOR HARNESSING THE ENERGY OF MOVING FLUID,NULL,2012,Y02E  10/28; B63H   1/37; F05B2240/311; H02K   7/18; H02N   2/18; Y02E  10/721; F03B  17/06; F05B2240/931; F05B2240/97; H02N   2/185; Y02T  70/5254; F05B2220/709
365273761,JP20110553194,????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2011,F03D   9/28; F05B2260/406; F03D   1/00; Y02E  10/727; F03D   9/25; F03D  15/20; Y02E  10/721; F03D  80/60; F03D  80/70; F05B2260/20; Y02E  10/725; F03D  11/00; Y02P  80/158; F03D   9/00; F03D  13/25
365290478,DE20102017685U,Verbindungselement f¸r ein Energiespeichermodul und Energiespeichermodul,"Verbindungselement zum Verbinden von Zellen eines elektrischen Energiespeichermoduls, wobei das Verbindungselement aufweist einen ersten Kontaktabschnitt (4), einen zweiten Kontaktabschnitt (6) und einen Mittelabschnitt (16), wobei die beiden Kontaktabschnitte (4, 6) und der Mittelabschnitt (16) aus elektrisch leitf‰higem Metall bestehen und wobei der Mittelabschnitt (16) zwischen dem ersten Kontaktabschnitt (4) und dem zweiten Kontaktabschnitt (6) angeordnet ist und die beiden Kontaktabschnitte (4, 6) mechanisch und elektrisch miteinander verbindet, dadurch gekennzeichnet, dass im Mittelabschnitt (16) eine Schmelzzone (14; 14, 20; 22) ausgebildet ist, die schmilzt und dadurch die elektrische Verbindung zwischen den beiden Kontaktabschnitten (4, 6) unterbricht, wenn ein durch das Verbindungselement (2) flieflender elektrischer Strom einen vorgegebenen Bemessungsstrom deutlich ¸bersteigt.",2010,F05B2240/95; F16B   7/0413; F15B  13/0814; H01H  85/055; H01H  85/08; H01M   2/20; Y02E  10/727; F03D  13/25; H01M   2/348; H01M   2/34; H01M2200/103; F15B2211/865; H01H  85/06; H01H  85/11; F15B  13/0803; F15B  13/085; F16B   7/025; H01M   2/105; H01M   2/204
365293783,EP20120735253,METHOD AND DEVICE FOR CONTROLLING A TETHERED FLYING ELEMENT,NULL,2012,B63H   9/06; B63H   9/069; B63H   9/072; F03D   5/06; F03D   7/00; Y02E  10/70; Y02E  10/723; B63B  35/44; B63B2035/446; F03D   5/00
365299324,DK20020026383T,Pram til transport af off-shore vindturbiner,NULL,2002,F03D  13/40; Y02E  10/727; E02B2017/0091; F05B2240/95; F03D   1/00
365299513,DK20090700379T,"FLYDENDE FUNDAMENTB∆RESTRUKTUR MED OPDRIFTSKOMPONENTER, DER HAR EN ≈BEN-RELIEF-UDFORMNING",NULL,2009,E02B2017/0091; F05B2240/95; B63B2001/128; B63B2035/446; F03D  13/22; B63B   5/14; B63B  21/502; B63B2231/52; E02B  17/0004; B63B   3/14; B63B2231/64; B63B  35/44; B63B2231/04; B63B   1/107; F03D  13/25; F05B2240/93; B63B  21/29; Y02E  10/727
365366262,CN201210091247,Wind generation set at sea,"The invention provides a wind generation set at sea, which comprises a float body structure, a fan tower cylinder and a wind generation set. The upper end of the float body structure is connected with one end of the fan tower cylinder, the other end of the tower cylinder is provided with the wind generation set, and the lower end of the float body structure is connected with a seabed anchor through a connection part. The wind generation set at sea has the advantages of being simple in structure, reliable, economic, practical, good in stability and convenient in construction and installation.",2012,F03D  13/25; B63B  35/00; Y02E  10/727; F03D   9/25
365369666,CN201210069404,Cloud platform-based large-scale centralized remote wind electric power prediction center,"The invention discloses a cloud platform-based large-scale centralized remote wind electric power prediction center, which is built in a wind electric power prediction system on an enterprise-level personnel cloud platform, and comprises a cloud real-time historical database system, a relational database, a downscaling large-scale parallel mode computation module for numerical weather prediction, a model computation module, a statistic analysis module, a data input/output interface and a man-machine interaction interface. In the prediction center, the traditional wind electric power prediction system is transferred onto the enterprise-level personnel cloud platform, the downscaling large-scale parallel mode computation module for numerical weather prediction is additionally arranged, so services can be provided for multiple wind farms through the strong and flexible computation capability and storage capability. While the safety is ensured, the maximum resource intensification, rapid implementation of system deployment and the minimum expenses of maintenance cost are realized, and the prediction center can be suitable for the severe environments of future offshore wind farms.",2012,G06Q  10/04; G06Q  50/06
365371197,CN201210066233,Non-symmetrical bidirectional direct-current converter,"The invention relates to a non-symmetrical bidirectional direct-current converter. A first switch tube (Q1) and a third switch tube (Q3) are serially connected on a primary side of a transformer to form a first inversion bridge arm which is positively parallelly connected to a positive output end and a negative output end of a first power source (V1). A second switch tube (Q2) and a fourth switch tube (Q4) are serially connected on the primary side of the transformer to form a second inversion bridge arm which is positively parallelly connected to the positive output end and the negative output end of the first power source (V1). Two ends of a first filter capacitor (C1) are connected to the positive output end and the negative output end of the first power source (V1) respectively, and two ends of a primary side winding of the transformer are connected to the midpoint of the first inversion bridge arm and the midpoint of the second inversion bridge arm respectively. Diodes form a bridge rectifier circuit on an auxiliary side of the transformer, a fifth switch tube (Q5) and a fifth diode (D5) are serially connected and then parallelly connected to two ends of a second diode (D2), a sixth switch tube (Q6) and a sixth diode (D6) are serially connected and then parallelly connected to two ends of a fourth diode (D4), and two ends of a second filter capacitor (C2) are connected to a positive output end and a negative output end of a second power source (V2). The non-symmetrical bidirectional direct-current converter is especially suitable for marine wind power generation places.",2012,H02M   3/337
365390968,US201213397723,"Stationary positioned offshore windpower plant (OWP) and the methods and means for its assembling, transportation, installation and servicing","An offshore windpower plant (OWP) including a wind turbine and foundation and a new method of installing them that exclude the use of a jack up crane vessel. By this system and method, named OWP technology, the completely assembled wind turbines are lifted from the shore stand, using the buoyancy force of a catamaran wind installer (CWTI), transported to the preinstalled foundation, engaged with it in a manner that would exclude CWTI from rolling and pitching and by this allow to use the installed foundation as the base for stability for safely placing a wind turbine on it allowing placement of wind turbines on foundations regardless of the depth of their installation. The CWTI does not need a heavy lift revolving heavy lift crane and also does not need legs, thus making the system and method simpler, smaller and drastically less expensive than jack up crane vessles.",2012,E02B2017/0039; Y02P  70/523; B63B  21/50; F05B2240/97; Y02E  10/727; E02B  17/00; F05B2240/95; B63B2021/505; E02B2017/0078; F03D  13/22; E02B2017/0091; E02D  27/425; B63B  35/003; B63B2035/446; F03D  13/10; F03D  13/40; B63B  75/00; E02B  17/06; F05B2230/6102; B63B  21/27; E02D  27/42; B63B  35/44; B63B  35/4406; E02B  17/02
365391023,US201013499586,Rotor for a wind turbine,"The present disclosure relates to a rotor for a wind turbine (1), having a rotor hub (8), having at least one rotor blade (9) mounted on the rotor hub (8) so as to be rotatable about a blade axis (11). At least one threaded spindle mechanism (13) is positioned between the rotor hub (8) and the rotor blade (9) and is connected both to the rotor hub (8) and the rotor blade (9). The rotor blade (9) is adapted to be rotated relative to the rotor hub (8) about the blade axis (11) by means of an actuation of the threaded spindle mechanism (13). The threaded spindle mechanism (13) has a drive (22), an actuating element (31), a spindle nut (18) detachably coupled to the actuating element (31), and a threaded spindle (19) which can be rotated about the longitudinal axis (25) thereof by means of the drive (22) and which is detachably coupled to the drive (22), such that the threaded spindle (19) and the spindle nut (18) can be separated from the threaded spindle mechanism (13).",2010,F03D   7/0224; Y02E  10/721; F03D  11/00; B63H   3/00; F03D   1/06; Y02E  10/723; F03D   7/02
365429104,GB20120009371,Improved access apparatus,"A passageway for connecting a vessel 12 to a wind turbine 14 comprises a plurality of passageway sections 16a, 16b, 16c arranged in a telescopic relationship and being relatively movable between a contracted position and an extended position. The passageway further comprises a first connection 18 adapted to connect a first passageway section to a vessel, a second connection 20 adapted to connect a second passageway section to a wind turbine and a biasing device adapted to bias the passageway sections to the contracted position. Also disclosed is a connection device for attaching to an object with first and second biased gripping devices 40a and 40b that are moved from a closed position, to which they are biased, to an open position by an impact between the connection device and an object.",2012,B63B  27/14; B63B  27/30; B63B  21/00; B63B  27/143
365436366,EP20120737899,HYDRAULIC MOTOR OR PUMP AND WIND TURBINE GENERATOR,NULL,2012,F03D   9/28; Y02E  60/15; F03D  15/20; Y02P  80/158; F03D   9/00; Y02E  10/72; F04B  17/02; F03D  13/25; F03D   9/02; F03D   9/17
365453090,CN201110033443,Transport installation ship of wind generation set and ship transport and installation method for wind generation set,"The invention relates to a transport installation ship of a wind generation set and a ship transport and installation method for the wind generation set. The transport installation ship comprises a ship body with a longitudinal axis, two supports fixed on both sides of the longitudinal axis of the ship body and with bottoms parallel to the longitudinal axis, two platforms located at the equal altitude positions of the inner sides of the middles of the two supports and capable of supporting balance beams which are located above the two platforms, respectively connected with hoisting equipment and an upper hoisting frame and capable of locking a tower of the wind generation set, the upper hoisting frame connected with the bottom of the wind generation set so as to support the wind generation set, two guide rails respectively fixed on top surfaces of the two supports and parallel to the longitudinal axis, the hoisting equipment driving the balance beams to move vertically and moving along the two guide rails so as to drive the balance beams to move along the direction parallel to the longitudinal axis, and shipboard foundation fixed on the ship body on the inner sides of the two supports and connected with the wind generation set. The ship transport and installation method for the wind generation set is capable of improving efficiency of installation of the wind generation set at sea and is less affected by sea conditions.",2011,Y02E  10/727; B63B  27/16; B63B  35/00; F03D  13/25
365453091,CN201110033444,Transporting and installing vessel and method for transporting and installing wind turbine generator set using same,"The invention relates to a transporting and installing vessel and a method for transporting and installing a wind turbine generator set using the transporting and installing vessel. The transporting and installing vessel comprises: a vessel body, a tower support, a guide rail, a movable beam, a balance beam, an upper hanging bracket and hoisting equipment, wherein the vessel body is provided with a lengthways axle wire and a U-shaped opening; the bottom of the tower support is fixed at two sides of the lengthways axle wire on the vessel body, and is in parallel with the lengthways axle wire; the movable beam is arranged above the U-shaped opening, can move along with a guide rail fixed on the tower support, and is respectively connected with the hoisting equipment and the upper hanging bracket; the balance beam is arranged at the upper surface of the movable beam, and is used for locking a tower cylinder of the wind turbine generator set and the wind turbine generator set together; the upper hanging bracket is connected with the bottom of the wind turbine generator set to support the wind turbine generator set; and two sides of the hoisting equipment are respectively fixed on the tower support, and are used for driving the movable beam to move up and down along with the guide rail. According to the technical scheme of the invention, the marine installation efficiency of the wind turbine generator set can be improved, and the vessel is less influenced by sea state.",2011,F03D  11/00; B63B  35/00; B63B  27/10; Y02E  10/727
365455997,CN201110034097,"Grouting device, assembly and grouting method for single pipe pile foundation of offshore wind turbine generating set","The invention provides a grouting device, an assembly and a grouting method for a single pipe pile foundation of an offshore wind turbine generating set. The grouting device comprises a grouting pipe and a plugging ring, the inner diameter of a first end of the plugging ring is less than that of a second end of the plugging ring, the plugging ring is arranged between a transition section and a steel pipe pile which are mutually sleeved, the first end is used for butting against the outer wall of the steel pipe pile in sealed mode, and the second end is used for butting against the inner wall of the transition section in sealed mode. The single pipe pile assembly comprises the transition section, the steel pipe pile and a grouting layer arranged between the transition section and the steel pipe pile, a plugging ring is arranged between the transition section and the steel pipe pile, and the grouting layer is formed by filling slurry between the transition section and the steel pipe pile. The grouting device, the single pipe pile assembly and the grouting method for the single pipe pile foundation of the offshore wind turbine generating set overcome the shortcoming that an existing grouting device is easy in slurry loss and leakage, improve grouting quality and safety coefficient.",2011,E02D  27/12; E02D  27/44; E02D  15/04; E02D  15/06
365456478,CN201210128013,Cooling system for offshore wind power generation unit,"The invention discloses a cooling system for an offshore wind power generation unit. The cooling system is arranged in a cabin housing; the cabin housing is provided with an air opening used for extracting and exhausting air for the cooling system; the cooling system is divided into two sets, one set is a power generator cooling system and is used as a cooling power generator; and the other set is a cabin interior cooling system and is used for cooling the internal environment of a cabin; and the power generator cooling system and the cabin interior cooling system are mutually independent. The power generator cooling system mainly comprises a temperature sensor, an air cooler, a ventilator, an air filter and three sections of air pipes; and the cabin interior cooling system mainly comprises a temperature sensor, a ventilator, an air filter and an air pipe. The cooling system for the offshore wind power generation unit can be used for cooling power generators and cabin interiors respectively, has the characteristics of simple structure, low cost and the like, has a good cooling effect and high stability and reliability, can effectively ensure the normal, stable and reliable operation of the wind power generation unit.",2012,Y02E  10/725; F24F   7/007; F24F  13/28; F03D  11/00; H02K   9/02
365460808,CN201210094291,Distributed hybrid power supply intelligent grid system and control method,"The invention relates to a distributed hybrid power supply intelligent grid system and a control method and belongs to the technical field of new energy power generation and electricity. Grid-connected inversion electric energy of the system is subjected to frequency modulation, so that compared with the electric energy frequency fluctuation ranges of other inversion grid-connected power generation systems, the electric energy frequency fluctuation range of the distributed hybrid power supply intelligent grid system is reduced by 10 percent. By reasonably arranging the combination of storage batteries, the switching control of constant charge and floating charge of the storage batteries is implemented and the service life of the storage batteries is prolonged by 20 percent. The fault recovery and fault detection capacities of the system are controlled and promoted by a protection system and compared with the service life of a system without the protection control system, the service life of the system disclosed by the invention is prolonged by 1,000h. Due to the adoption of the black start control of the system, the aim that the system can be successfully and safely recovered to operate after being totally shut down is fulfilled, the fault recovery capacity of the system is further promoted and the impact of the overvoltage and the overcurrent which are generated when the system is started to a load and a power grid of the system is reduced.",2012,H02J   3/30; H02J   3/386; H02J   7/0024; Y02E  70/30; H02J   3/32; Y02E  10/563; Y02E  10/566; Y02E  10/763; H02J   3/383
365542398,RO20090000303,VERTICAL AXIS NOISE-FREE WIND TURBINE,"The invention relates to a vertical axis hydro-wind installation meant to produce electric current. According to the invention, the installation consists of a turbine (1) comprising four blades shaped as rectangled triangle, parallel and opposed by twos, mounted integrally on an upper shaft (2) fixed by means of some tapered roller bearings (3 and 3') by means of an elastic coupling (4), the upper shaft (2) driving an intermediary shaft (5) mounted by means of some tapered roller bearings (6 and 12'), on the intermediary shaft (5) there being located a hydrodynamic flywheel (11) which drives some sliding blocks (9') which, in their turn, drive some alternators (6' and 6'), the intermediary shaft (5) driving a lower shaft (17), by means of an elastic coupling (16'), at the base of the lower shaft (17) there being mounted by means of a circular platform (21), a floating device (22) entraining the water from a vessel of a retarder (26) by means of some fins (22').",2009,F03D  11/02; F03D   7/06; F03D   9/02; F03D   3/04; Y02E  10/74; F03D   9/00
365570003,EP20120740417,OFFSHORE WIND POWER TURBINE,NULL,2012,B63B  39/06; F03D   1/00; F03D  13/10; F05B2240/95; F05B2240/93; B63B2039/067; B63B2001/044; F03D  13/25; F05B2240/97; Y02E  10/727; B63B  21/50
365588977,EP20120740717,FLUID WORKING MACHINE AND WIND TURBINE GENERATOR,NULL,2012,F03C   1/047; F05B2240/53; F03D   9/28; Y02E  60/15; F03D   1/00; F03D  13/25; F03D  80/70; F03D   9/17; F03D  15/20; Y02E  10/72; F04B  17/02; F05B2260/406; F05B2260/506
365605074,ES20090700379T,"Estructura portante de cimentaciÛn flotante con componentes de flotaciÛn, con un diseÒo de elementos separados","Estructura portante de cimentaciÛn flotante (4) para construcciones offshore, que comprende al menos unelemento flotador (28, 29, 30), que est· compuesto, al menos parcialmente, de hormigÛn, y con una estructuraportante (11, 12, 13, 14) de acero, siendo la estructura portante (11, 12, 5 13, 14) una combinaciÛn de estructuraportante de cascarones y estructura portante de barras, caracterizada porque la estructura portante (11, 12, 13, 14)presenta varios brazos salientes (11, 12, 13), que est·n respectivamente configurados como una estructura portantede barras tridimensional que sobresalen radialmente hacia fuera desde una estructura portante central (14)tridimensional.",2009,B63B   1/107; B63B   3/14; B63B   5/14; B63B  21/29; B63B2035/446; E02B2017/0091; F05B2240/95; B63B  21/502; B63B2001/128; B63B2231/04; B63B2231/64; E02B  17/0004; F03D  13/22; Y02E  10/727; B63B  35/44; F05B2240/93; B63B2231/52; F03D  13/25
365608945,CN201210120555,Great-diameter variable section irregularly-shaped resistance-increased steel pipe pile system and construction method thereof,"The invention discloses a great-diameter variable section irregularly-shaped resistance-increased steel pipe pile system, which comprises an offshore work platform. Lifting equipment and a high-pressure pump are arranged on the offshore work platform. The high-pressure pump is connected with a plurality of high-pressure injection pipes on the inner wall of a steel pipe pile. A pile cap is arranged at the top end of the steel pipe pile. A vibratory hammer connected with the lifting equipment is arranged on the upper part of the pile cap. A slurry pump bracket is arranged in the steel pipe pile. A slurry discharge pipe is supported on the slurry pump bracket. The lower part of the slurry discharge pipe is connected with a slurry pump, and the upper part of the slurry discharge pipe is communicated with a slurry discharge opening in the lateral surface of the steel pipe pile. The invention also discloses a construction method for the great-diameter variable section irregularly-shaped resistance-increased steel pipe pile system. The great-diameter variable section irregularly-shaped resistance-increased steel pipe pile system and the construction method thereof are adapted to various kinds of foundation engineering with special technical requirements on the pressure resistance, pulling resistance, bending resistance and the like of pile foundations, particularly to a large-sized single body structure of offshore engineering such as a bridge pier and an offshore wind turbine, and have the characteristics of convenience for construction, low construction cost, easy control over construction quality, and the like.",2012,E02D   5/40; E02D  13/08; E02D   5/48; E02D   7/26
365608952,CN201210114192,Transition section-free monopile offshore wind turbine foundation structure,"The invention relates to a transition section-free monopole offshore wind turbine foundation structure, and aims to provide a transition section-free monopole offshore wind turbine foundation structure, which is simple in structure, convenient to construct and high in cost performance. A transition section is eliminated, so that engineering cost is saved, firm connection is ensured, and the failure risk of a grouting compound is eliminated. The technical scheme of the invention is as follows: the transition section-free monopole offshore wind turbine foundation structure is provided with a monopile steel pipe pile and a wind turbine bottom section tower connected with the steel pipe pile, and is characterized in that a foundation top flange is arranged at the top of the steel pipe pile; a bottom section tower flange is arranged at the bottom of the wind turbine bottom section tower; a leveling mechanism is arranged between the two flanges; and the two flanges are connected through bolts and nuts. The transition section-free monopole offshore wind turbine foundation structure is applied to the offshore wind power generation industry.",2012,E02D  27/42; E02D  27/44; E02D  27/52
365617264,CN201120522059U,Barge and flowing water power generation combined power station,"The utility model discloses a barge and flowing water power generation combined power station, which comprises a barge, wherein the barge is provided with a flowing water power generation device which is equipped with an automatic working water level adjusting device, an overspeed preventing flood device and a drifter cleaning device and is in a belt water engine form, a solar power generation device and/or a wind power generation device. A belt hydroelectric engine, a magnetic suspending wind power generator and a solar power generator are matched, and are synchronized with shore power for interaction and complementation, namely flood in season and/or wind energy and light energy are used for generating electricity to feedback the shore power; and in off season, the shore power is used for complementing the barge to form an uninterruptable power supply, so that a multipurpose barge with a new clean energy self-generating devices is formed. Meanwhile, the power station can realize automatic control and dispatching of various power supplies, has the advantages of simple operation, safety, reliability, high efficiency and adaptation to non-specialized management, and can serve as a compound ship facility with double functions of the barge and the power station, or a special water shore comprehensive energy power station.",2011,B63B  35/34; F03B  13/00; Y02E  10/72; F03D   9/11; F03G   6/00; Y02E  10/46
365617280,CN201120536027U,Wind and hydraulic comprehensive power generation system,"The utility model relates to a wind and hydraulic comprehensive power generation system. The system comprises a tower frame which is arranged on a seabed and extends out of the sea surface, wherein the top of the tower frame is provided with wind blades and a first hydraulic pump, and a mandrel of the wind blades is connected with a power input end of the first hydraulic pump; hydraulic turbine blades and a second hydraulic pump are arranged on a vertical post of the tower frame which is immersed in seawater, a mandrel of the hydraulic turbine blades is connected with a power input end of the second hydraulic pump; and the first hydraulic pump and the second hydraulic pump are connected to the same hydraulic motor which is arranged on the tower frame through hydraulic pipelines and check valves, and a power output end of the hydraulic motor is connected with an input shaft of a generator. The system comprehensively utilizes offshore wind and ocean current for power generation, and two kinds of green energy are organically combined, so that the construction cost is reduced, the generated power is improved, and auxiliary equipment is simplified.",2011,Y02E  10/223; F03B  13/00; Y02E  10/725; F03B   3/18; F03D   9/28; Y02P  80/158
365617281,CN201120536044U,Wind power and hydropower integrated power generation system,"The utility model relates to a wind power and a hydropower integrated power generation system. The system comprises a tower which is arranged on a seabed and is extended out of a sea surface; wind blades and a first transmission mechanism are arranged on the top of the tower; the mandrel of the wind blades is connected with the input end of the first transmission mechanism; hydraulic turbine blades and a second transmission mechanism are arranged on the upright post, immersed in sea water, of the tower; the mandrel of the hydraulic turbine blades is connected with the input end of the second transmission mechanism; an automatic gear box and a differentiator which is provided with two input half shafts are also arranged on the tower; the output shaft of the first transmission mechanism is connected with the input end of the automatic gear box; the output end of the automatic gear box is connected with the first half shaft of the differentiator; the output end of the second transmission mechanism is connected with the second half shaft of the differentiator; and the output end of the differentiator is connected with the input shaft of a power generator. According to the wind power and hydropower integrated power generation system, power is generated by comprehensively utilizing offshore wind and ocean current, so that the two green energy resources are integrated; and therefore, construction cost is reduced; generated power is improved; and auxiliary equipment is simplified.",2011,F03D   9/25; F03B  13/00; Y02E  10/725
365617292,CN201120543218U,Prestressed anchor bolt,"The utility model relates to a prestressed anchor bolt, and belongs to the technical field of a connecting piece of a wind turbine tower and a foundation. The utility model provides the prestressed anchor bolt, which has the advantages that concrete between anchor bolts has a large size, no gap exists between the anchor bolt and the concrete, and the strength and the service life of the concrete can be ensured. The anchor bolt comprises an upper anchor plate and a lower anchor plate, wherein the lower anchor plate is connected with one end of the anchor bolt, and the other end of the anchor bolt extends out from a top plate above the upper anchor plate. The structural essential points are as follows: a visbreaking layer is arranged on the surface of the anchor bolt between the top plate and the lower anchor plate.",2011,Y02E  10/72; F03D  13/20
365703453,KR20100118332,STRUCTURE FOR ALIGNING FAIRING AND WIND TURBINE INSTALLATION VESSEL WITH THE SAME,"PURPOSE: A fairing alignment structure and a wind turbine installation vessel having the same are provided to minimize reduction of a loading space by minimizing size of through-holes formed in a hull. CONSTITUTION: A fairing alignment structure comprises multiple fairings(230,230c,230d,230e,230f) and an alignment unit(260). The multiple fairings are rotatably installed around a longitudinal direction of a leg(200). The leg is installed in a hull(110) of a wind turbine installation vessel to be lifted upward and downward. The alignment unit is installed in the hull, and aligns the multiple fairings in one direction. The alignment unit sprays water toward the fairings.",2010,Y02E  10/727; B63B  35/44; B63B  21/50; B63B   9/00
365708647,KR20100012275U,Device for Controlling Operation for Wind Turbine Installation Vessel and Operation Chair Thereof,"? ??? DP(Dynamic Positioning) ??(Jacking), ? ECDIS(Electronic Chart Display and Information System; ??????) ?? ?? ????? ?? ?? ? ????? ??? ?? ???. ? ??? ?? ?? ??? ???(Wind Turbine Installation Vessel)? ???? ??? ?? ???? ?? ????? ?? ???(Wind Post)? ????? ??? ?? ????? ???(Jacking Operation System)? DP ??? ? ECDIS ??? ????? ?? ?? ? ??? ? ? ??? ??? ???? ??? ? ??? ? DP, ?? ? ECDIS ?? ????? ?? ?? ?? ??? ???? ????? ???? ? ????? ??? ????? ? ??? ??. ?? ??? ???? ?? ? ???, ?? ?? ??? ???? ????? ??????, DP(Dynamic Positioning) ?? ??? ? ? ?? DP ???; ?? DP ???? ?? ? ? ?? DP ?? ??? ??? ? ?? DP ????; ?? DP ????? ??? ?? ?? ?? ?? ??(Auto Function)? ?? DP ????? ??? ?? ??? ????? ?? ???? ??? ???? DP CPU(Central Processing Unit); ?? ???? ?? ?? DP CPU? ???? DP CPU??? ??? ?? ?? ?? ??? ???? ??? ????? ??? ?? ????? ???? ?????? ??? ???? NIU(Network Interface Unit); ? ???? ?? ?? ??? ????? ?? ??(single shielded) ???? ?? ???? ??? ?? ?? ??(Jack up leg)? ???? ?????? ??? ???? ?? ????; ??(Jack up) ? ECDIS(Electronic Chart Display and Information System; ??????) ?? ??? ? ? ?? ?? ? ECDIS ???; ?? ?? ? ECDIS ??? ????? ??? ? ? ?? ?? ? ECDIS ???; ? ???(Wheel House) ?? ?? ???? ?? DP ???, ?? DP ???? ? ?? DP CPU? ??? ???? DP UPS(Uniterruptible Power Supply;?????????); ?? ?? ? ECDIS ???, ?? ?? ? ECDIS ??? ? ?? ?? ????? ??? ???? AMCS(Alarm Monitoring Control Station) ??? ?? UPS;????? ????? ?? ????? ??? ? ???? ?? ????????? DVI(Digital Video Interface) ??? ? USB(Universal Serial Bus) ???? ?? ?? ???? ???? ???, ?? ???? ?? ?? ?? ? ECDIS ???? RGB ??? ???? ?? ?? ? ECDIS ???? ??? ? ?? ECDIS ?? ??????; ? ????? ????? ?? ????? ??? ? ???? ?? ????????? DVI ??? ? USB ???? ?? ?? ???? ???? ???, ?? ???? ?? ?? ?? ? ECDIS ???? RGB ??? ???? ?? ?? ? ECDIS ???? ??? ? ?? ?? ?? ??????? ???? ?? ???? ?? ?? ?? ??? ???? ????? ????? ????.",2010,E02F   9/16; B63B  35/003; B63B  49/00; B63B   9/00; G05G   9/047; B66C  13/54
365710338,AU20100324438,Vessel for transporting and hoisting offshore wind generating set and transporting and lifting method,"A vessel for transporting and hoisting offshore wind generating set comprises a vessel body (7), a plurality of fixing brackets (1), first racks (31), second racks (32), a buffer device (5), a rotary crane (6) and a winding device (4). A U-shaped opening for a wind generator (8) passing there through is provided at the stern of the vessel body (7). The fixing brackets (1) are arranged in two rows in parallel, the bottom of which is fixed onto the deck inside the vessel body. The first racks (31) are mounted on the top of each row of the fixing brackets (1). The second racks (32) are mounted on the inner side of the two rows of the fixing brackets (1) on the deck. The second racks (32) are in parallel with the first racks (31). A hanging beam (2) slidably cooperated with the first racks (31) is provided on the body of the wind generator (8). The buffer device (5) is fixed to the bottom of the wind generator (8) and slidably cooperated with the second racks (32). The rotary crane (6) is fixed on top of two sides of the U-shaped opening. The winding device (4) is mounted on the stern of the vessel body. An offshore wind generating set transporting and hoisting method using a vessel for transporting and hoisting offshore wind generating set is also disclosed. The invention enables the wind generating set to be integrally transported and hoisted.",2010,F03D   1/00; B63B  27/10; Y02E  10/727; B63B  35/003; B63B  27/00; F05B2240/95; F03D  13/40; Y02E  10/72
365712098,AU20100339143,Wind turbine,"A horizontal-axis wind turbine includes a rotor having a hub and blades rotatable by wind; a nacelle assembly for rotatably supporting the rotor through a main shaft, the main shaft being connected to the rotor; a tower for rotatably supporting the nacelle assembly; a dynamo placed near to a location at which the tower is built up; a rotatable vertical shaft orthogonally disposed to the main shaft inside the tower for transferring a rotating force of the main shaft to the dynamo; and a repulsive torque-balancing mechanism for transferring a rotating force of the nacelle assembly, the rotating force of the nacelle assembly being derived from repulsive torque due to a load of the dynamo, to the vertical shaft in a direction in which the repulsive torque is balanced.",2010,F03D   7/0204; F03D  80/82; F03D   1/00; Y02E  10/727; F03D  80/70; Y02E  10/723; F03D  15/00; F03D  15/10; F03D  11/02; F03D  13/25
365717941,IL20120220122,Ocean driven energy plant,NULL,2012,F05B2240/40; F05B2240/95; F03B  13/264; H02S  10/12; F03D   9/007; F03B  17/061; F03D  13/25; F03B   3/04; F03B  13/10; F03D   9/008; F05B2240/93; Y02E  10/28; F03B; F03B  13/20; Y02E  10/72; Y02E  10/38
365723941,CN201210115789,"Device and control method for preparing wind energy, ocean energy and solar energy","The invention discloses a device and a control method for preparing wind energy, ocean energy and solar energy, wherein the device comprises a fan, an impellor, a solar battery pack, a storage battery, a commercial power interface, an air tank, an air compressor, a sensor, a transmission and a controller, the corresponding transmission gears are selected according to the real-time pressure of the air tank, so that a drive electromotor can operate within the rotation speed range with the highest efficiency so as to reduce the number of air compression stages required without the transmission; the instability of energy supply of wind energy, ocean energy and solar energy can be eliminated by adopting commercial power supplement measures, and a flywheel is arranged between an electromotor and the air compressor, thus the rotation speeds of the electromotor and the air compressor can be more stable; and meanwhile, direct-current electricity energy is provided for the drive electromotor of each stage of air compressors by utilizing the wind energy, ocean energy and solar energy, the complementation of multiple kinds of renewable energy sources is realized, the instability of single renewable energy source is relieved, and greater available power can be obtained.",2012,F04B  35/04; F03D   9/11; Y02E  10/38; F03B  13/14; Y02E  10/72
365724800,CN201210121456,Multi-degree-of-freedom dynamic loading device for simulating wind power and ocean current load,"The embodiment of the invention discloses a multi-degree-of-freedom dynamic loading device for simulating wind power and ocean current load. One group of left axial loading pressurized cylinders is distributed on the left end of the loading bearing disk of a loading device along the axial direction; one group of right axial loading pressurized cylinders is distributed at the right end of the loading bearing disk along the axial direction; meanwhile, one group of radial loading pressurized cylinders is distributed on the main shaft at the left end of the loading bearing disk; the loading circuit of the hydraulic system is controlled by a computer control system to control the loading force of the left axial loading pressurized cylinders, the right axial loading pressurized cylinders and the radial loading pressurized cylinders; meanwhile, the loading force is transferred to a hydrostatic bearing by the loading pressurized cylinders and is transferred to a hydrostatic loading disk by the hydrostatic oil film of the hydrostatic bearing; and five-degree-of-freedom load (Fx, Fy, Fz, My and Mz) loading is finished by the combination of each loading force and loading bending moment. The multi-degree-of-freedom dynamic loading device is used for accurately simulating the wind power under the real working condition and various load situations borne the ocean current energy power generation device and each part in the transmission cabin of ocean current energy power generation device.",2012,G01M  99/00
365727713,CN201080054321,Butt weld joint and method for manufacturing same,"A weld joint comprises: a pair of steel plates; first weld metal which is formed in the butt portion between the pair of steel plates so as to extend from a first surface of the pair of steel plates to a second surface thereof on the reverse side of the first surface, and which is formed by applying a first high-energy density beam from the first surface side of the pair of steel plates; and second weld metal which covers an end surface of the first weld metal, said end surface being located on the first surface side, and which is formed by applying a second high-energy-density beam. The width (W1) of the first weld metal at the first surface and the width (W2) of the second weld metal at the first surface satisfy the following formula (1), and the depth of the second weld metal from the first surface is in the range of 2.0 to 10.0 mm. 1.2 <= W2/W1 <= 3.5 ... (1).",2010,B23K2103/04; Y10T 403/477; F03D  13/25; B23K  33/00; Y10T 403/478; B23K  15/00; B23K  15/06; B23K2101/18; B23K  15/0006; B23K  15/006; B23K  26/24; B23K2101/06
365728302,CN201080054117,Wind Turbine,"A horizontal-axis wind turbine includes a rotor having a hub and blades rotatable by wind; a nacelle assembly for rotatably supporting the rotor through a main shaft, the main shaft being connected to the rotor; a tower for rotatably supporting the nacelle assembly; a dynamo placed near to a location at which the tower is built up; a rotatable vertical shaft orthogonally disposed to the main shaft inside the tower for transferring a rotating force of the main shaft to the dynamo; and a repulsive torque-balancing mechanism for transferring a rotating force of the nacelle assembly, the rotating force of the nacelle assembly being derived from repulsive torque due to a load of the dynamo, to the vertical shaft in a direction in which the repulsive torque is balanced.",2010,F03D  15/00; Y02E  10/727; F03D  11/02; F03D  13/25; F03D  80/70; Y02E  10/723; F03D  80/82; F03D   1/00; F03D   7/0204; F03D  15/10
365728303,CN201080002622,Marine wind turbine whole machine,"A marine wind turbine whole machine includes a base, a tower and a wind generator set. The base has a steel-concrete structure, including multiple cabins each provided with an opening. The lower end of the tower is disposed on the base, and the upper end of the tower is disposed with the wind generator set. When the marine wind turbine whole machine is floating on water, the openings of the multiple cabins are below water, air or water is filled into the cabins, and a buoyancy force or a righting force is provided by the multiple cabins, such that the whole structure keeps a vertical floating state on water without an external force, being identical in direction to that of the case of marine in-situ installation. The marine wind turbine whole machine is easy to operate without using a large lifting machinery or a transporting ship, greatly reducing the cost, allowing a low noise during marine operation and construction, a small disturbed seabed area, no contaminant leakage, and thus has a good environment-protection performance.",2010,F03D  13/22; B63B  35/44; E02B2017/0091; F05B2240/95; F03D   9/00; F03D  13/25; F03D  13/40; Y02E  10/727
365745665,AU20100325816,Ocean driven energy plant,"A power generation device 10 includes an water blanket 12 comprising a plurality of pods 18 arranged in a grid for floating on the surface of a body of water. Ball joints 20 and hydraulic cylinders 22 couple each of the pods 18 to adjacent pods 18. Motors 48 are coupled to the hydraulic cylinders, such that a flow of hydraulic fluid created by expansion and compression of the cylinders due to movement of the pods 18 causes rotational motion in the motor 48. Generators are coupled to respective motors to generate electricity from the rotational motion of the motors. Power from the ocean blanket can be supplemented with wind turbines 17, water paddles 24, water turbines 32, and solar cells 28.",2010,F03B  13/264; F03B  17/061; Y02E  10/72; F03B   3/04; Y02E  10/38; F03B  13/20; F03D  13/25; H02S  10/12; F03D   9/007; F05B2240/40; F03B  13/12; F05B2240/93; Y02E  10/28; F03B  13/10; F03D   9/008; F05B2240/95
365747983,DE20122003839U,"Versuchsanlage zur Weiterentwicklung von Bauwerken, insbesondere von energieerzeugenden Pumpspeicherkraftwerken, CO2-frei energieerzeugenden und hochwassersicheren H‰usern, Onshore-Windkraftanlagen und Offshore-Windkraftanlagen","Versuchsanlage zur Weiterentwicklung von Bauwerken, insbesondere von energieerzeugenden Pumpspeicherkraftwerken, CO2-frei energieerzeugenden und hochwassersicheren Hausern, Onshore-Windkraftanlagen und Offshore-Windkraftanlagen, dadurch gekennzeichnet, dass das obere Speicherbecken im kleinen Maflstab ausgebildet ist und im unteren Speicherbecken ein CO2-frei energieerzeugendes und hochwassersicheres Haus (3) in realer Grˆfle angeordnet ist.",2012,B63B2035/4426; F03B  13/06; B63H2025/425; F03D  80/00; B63B   1/125; E04H   9/14; Y02B  10/30; B63B2035/446; Y02A  30/21; Y02E  60/17; B63B  35/44; F05B2240/93; Y02B  10/50; E02B   9/00; E04H   1/00; E04H  12/22; F03D  13/25; Y02E  10/22; Y02E  10/727; F03D   9/14
365748120,DE20122006096U,Energiespeicheranlage,"Energiespeicheranlage (10; 20; 30), die einen Druckgasbeh‰lter (11; 21; 31; 41) zur Aufnahme und Speicherung von Druckgas (G), einen mit zur Verf¸gung stehender Energie (E) betriebenen Verdichter (12; 22; 32) zum Aufladen des Druckgasbeh‰lters mit Druckgas und einen Drehmomenterzeuger (13; 23; 33) zur Umwandlung von Druck des Druckgases in mechanische Bewegungsenergie umfasst, wobei dem Drehmomenterzeuger ein Stromgenerator (14; 24; 34) nachgeschaltet ist, der die mechanische Bewegungsenergie des Drehmomenterzeugers in elektrischen Strom umwandeln und dem ˆffentlichen Strom-Netz (N) zuf¸hren kann, dadurch gekennzeichnet, dass der Druckgasbeh‰lter (11; 21; 31; 41) mehrere gegeneinander gasdicht verriegelbare Speicherkammern ({15; 15.1ñ15.4; 15añ15d}; {25; 25.1ñ25.4; 25añ25d}; {35; 35.1ñ35.4; 35añ35c}; {45; 45.1ñ45.4; 45añ45d}) zur Aufnahme und Speicherung von Druckgasen mit jeweils unterschiedlichem Energieinhalt G', G'' und G''' aufweist.",2012,F02C   6/16; Y02E  60/15; F05B2240/95; Y02E  10/72; F03D   9/17; F03G   7/00
365752272,US201013503907,Platform for collecting marine energy sources,"The invention relates to a platform for collecting marine energy sources, which comprises solar energy collecting devices, wind energy generating devices and tidal generating devices. The platform also comprises electric energy gathering devices for gathering and outputting electric energy output by the collecting devices or the generating devices. The devices are arranged on the platform on the sea surface. The platform comprises a support partially submerged under the sea surface, a table arranged on the support, and a mounting bracket arranged on the table and used for placing the solar energy collecting devices and the wind energy generating devices.",2010,F03D   9/007; Y02E  10/72; F05B2240/93; F03D   9/00; F03D  13/25; B63B  43/04; B63B2035/4453; F03D   9/008; B63B  22/18; B63B  35/44; B63B2035/446; B63B2035/4466; Y02E  10/38; H02S  10/12; Y02E  10/30
365802892,EP20120180579,Energy extraction using a kite,"Apparatus for a kite, comprising: a control arrangement comprising at least one aerodynamic control element in, or coupled to, the kite for aerodynamically controlling at least aspects of the flight of the kite, a tether connector for connecting the kite to a tether; and an energy extraction \n arrangement comprising a mechanical coupling to a wing of the kite and a generator, wherein the control arrangement is configured to control the wing so as to cause an alternating movement of the mechanical coupling to the wing with respect to the tether connector and the generator is configured to extract energy from said alternating movement. Also provided is a method for controlling a kite comprising a wing in order to extract energy from the wind locally at the kite using an apparatus comprising: a control arrangement comprising at least one aerodynamic control element in, or coupled to, the kite for aerodynamically controlling at least aspects of the flight of the kite, a tether connector for connecting the kite to a tether; and an energy extraction \n arrangement comprising a mechanical coupling to the wing and a generator, the method comprising: operating the control arrangement to control the wing so as to cause an alternating movement of the mechanical coupling to the wing relative to the tether connector, and extracting energy, using the generator, from the alternating movement of the mechanical coupling to the wing relative to the tether connector.",2012,Y02E  10/70; B63B  35/79; B63H   9/06; B63H   9/069; B63H   8/10; B63H   8/16; F05B2240/921; F03D   5/00
365844098,EP20120180853,A battery storage device for distributed hybrid powered smart grid system and control method thereof,"The present invention relates to a distributed hybrid powered smart grid system and control method thereof, which belongs to the technical field of new energy power generation and electrical technology. A flywheel set is used to adjust the frequency of grid-connected inverter power of the system so that power frequency fluctuation, compared with that of other grid-connected inverter power generation system, is reduced by 10%. Switching between constant charge and floating charge of batteries is realized by reasonable arrangement of the batteries, so service life of the batteries is extended by 20%. Capabilities of fault recovery and fault detection of the system are enhanced by control of the protective system, and service life of the system is 1000 h longer than that of systems without the protective system. Black start control of the system can enable the system to successfully and safely recover operation after the system completely shuts down, so recovery capability of the system is further improved, and impact to system loads and the grid because of overvoltage and overcurrent during system start is reduced. \n That smart grid system comprises as an essential component a battery storage having layers of battery packs connected to each other so that groups of them can be appropriately charged.",2012,H02J   3/386; H02J   3/383; H02J   3/38; H02J   7/00; H02J   7/0024; Y02E  10/563; Y02E  10/566; Y02E  10/763; Y02E  70/30; H02J   3/32
365868454,US20110932237,Hydro-electric generation method and system with saltwater flume for aquaculture,"Embodiments that generate electrical power via hydro-electric systems that employ man-made flumes configured to support saltwater aquaculture are disclosed. Various embodiments pump water, such as saltwater or freshwater, into supply a man-made flume. The embodiments may generally employ a blade assembly to harness wind power and drive a mechanical pump that transfers the water into the man-made flume. The flumes in different embodiments may contain different forms of aquaculture, such as shrimp, fish, and crabs. As water flows through the flume, the continual fresh supply may continually aerate the water in the flume to support the aquatic life. Water exiting the flume may impact a turbine that is coupled to a generator to generate electrical power.",2011,F03D   9/00; F03D   9/28; H02P   9/04; Y02E  60/17; F03B  13/00; F15D   1/00; Y02E  10/72; Y02P  80/158; A01K  61/00; F03D   9/008; F03D  15/10; A01K  61/10; Y10T 137/85978; F03D   9/14; Y10T 137/0318
365869478,US201213465483,Marine energy hybrid,"A marine energy hybrid includes a support structure locatable at or near the surface of a body of water and at least two of (a) a hubless upper carriage movable along an upper track of the support structure with at least one wind vane mounted at the upper carriage to induce motion of the upper carriage relative to the support structure by reaction with the wind stream, (b) a hubless lower carriage movable along a lower track of the support structure with at least one water vane mounted at the lower carriage to induce motion of the lower carriage relative to the support structure by reaction with the water current, and (c) at least one wave energy conversion device integral with the support structure and operable to generate electrical or mechanical power in response to wave motion of the body of water.",2012,F03D   9/007; F03B  17/066; F03D  13/25; Y02E  10/28; Y02E  10/727; F03B  13/264; F03D   9/00; Y02E  10/70; F03B  13/16; F03D   5/04; F03D  80/70; F03B  13/12; F05B2240/93; Y02E  10/38
365871057,US201213401488,"Device for manufacturing a foundation for a mass located at height, associated method and assembly of the device and a jack-up platform","A device for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework of a number of mutually connected guide tubes arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise measuring means adapted to determine the height of a pile present in the guide tubes.",2012,E02B2017/0091; E02B2017/0039; E02D  13/04; E02B  17/00; E02D   5/00; E02D  27/52
365871058,US201213401375,"Device for manufacturing a foundation for a mass located at height, associated method and assembly of the device and a jack-up platform","The invention relates to a device for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework of a number of mutually connected guide tubes arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise a mechanism with which at least an internal wall part of the guide tubes is displaceable in the radial direction of the guide tubes from a radially inward support position for the pile to a radially more outward position in which the internal wall part substantially releases the pile. The invention also relates to a method and an assembly of a jack-up platform and the device.",2012,E02B  17/02; E02B2017/0039; E02B2017/0082; E02B  17/021; E02D   7/00; E02D  13/04; E02D  27/52; E02B  17/00; E02B2017/0043; E02D   7/02
365877703,CN201210034010,Blade load reduction for wind turbine,"A wind turbine having a hub (210) rotably attached to a nacelle (200), at least two blades (1, 2, 3) rotationally attach to the hub (210) to allow a change in blade pitch angle ( 1 , 2 3 ) a blade-pitch system (250) for individually controlling the blade-pitch angle ( 1 , 2 3 ) of each blade, a supervisory control unit for issuing a first pitching command, a rotor position sensor (238) generating a rotor-position signal () indicative of the rotor azimuthally position, a rotor-rotational-rate sensor (236) generating a rotor-rotational-rate signal ( CR ) indicative of the rotor rotational speed, and a tower (100) supporting the nacelle (200), comprising a nautical-pitch-rate sensor (230) generating a nautical-pitch-rate signal ( ) indicative of the nautical-pitch-rate of the wind turbine and a computational unit (240, 241) receiving turbine-state signals comprising the rotor-position signal (), the rotor-rotational-rate signal ( CR ), and the nautical-pitch-rate signal ( ).",2012,F05B2240/93; F05B2240/95; Y02E  10/723; F03D  13/25; Y02E  10/727; F05B2200/11; F05B2200/262; F05B2260/96; F03D   7/00; F05B2270/328; F05B2270/1095; F05B2270/309; F05B2270/331; F05B2270/708; F03D   7/0224; F05B2270/304
365877710,CN201210122778,Ocean wind power generation device based on stepless speed change,"An ocean wind power generation device based on stepless speed change, belonging to the ocean wind energy equipment field, comprises a blower fan, a support body, an index plate, magnets, a cylinder, rectangular magnets, a speed change plate, a telescopic rotation shaft, a power generator and an air pipe, wherein the blower fan and the index plate are mounted together via the support body, a plurality of magnets are uniformly distributed on the index plate, the power generator is fixed on the support body, the power generator and the speed change plate are mounted together via the telescopic rotation shaft, a plurality of rectangular magnets are uniformly distributed on the speed change plate, the speed change plate and the index plate are in vertical relationship, the cylinder is mounted opposite to the speed change plate and fixed on the support body, a rolling ball is arranged on the cylinder head, the air pipe is fixed on the support body, and one right-angle end of the air pipe isparallel to the blower fan and the other end of the air pipe is parallel to the telescopic rotation shaft. The inventive wind power generation device with speed change mechanism can output stable electric power, and has characteristics of long service life and strong corrosion resistance.",2012,F03D  15/10; F03D   9/25; Y02E  10/722; H02K   7/18; Y02E  10/725
365885943,CN201120479919U,Wind power operating maintenance ship of intertidal zone,"The utility model discloses a wind power operating maintenance ship of an intertidal zone, which comprises a left sheet body and a right sheet body. A cabin, a sewage cabin, a first empty cabin, a fuel oil bunker, a second empty cabin, a fresh water tank, collision resistant cabin foaming and peak cabin foaming are sequentially arranged from the ship tail to the ship head on the lower portions of the left sheet body and the right sheet body. The wind power operating maintenance ship of the intertidal zone resolves the traffic problem of operating maintenance of offshore wind power fields at the offshore area of the intertidal zone, greatly reduces operating maintenance cost and improves working efficiency.",2011,B63B  35/00
365887217,CN201120479918U,Single-pile foundation of wind generating set,"The utility model discloses a single-pile foundation of a wind generating set, which comprises a steel pipe pile, auxiliary supports and connecting braces. The auxiliary supports are disposed on two sides of the steel pipe pile. The auxiliary supports and the steel pipe pile form a triangle. The auxiliary supports are connected through one connecting brace. The auxiliary supports are connected with the steel pipe pile through the connecting braces. The single-pile foundation allows the large-diameter pipe pile to serve as a fan foundation for large megawatt fans, and accordingly construction process is optimized and cost is lowered greatly.",2011,E02D  27/44; E02D  27/52; E02D  27/12
365887220,CN201120549236U,Installation device for offshore wind energy power generating fan,"The utility model specifically relates to an installation device for an offshore wind energy power generating fan to solve the problems of high installation cost and difficulty in renting equipment in the existing offshore wind power generating fan. The installation device comprises a working platform fixed on a steel tube pile, four groups of support uprights are erected on the square corner parts of the working platform, two parallel connection cross beams are arranged at the top ends of the support uprights, a winch is arranged on the connection cross beams, an installation platform is arranged on the working platform at the part in the support uprights, three guide uprights arranged at triangular corner parts and jointed with each other are distributed on the installation platform, a support ring beam is internally connected with each guide upright and slide up and down in the guide upright, a hydraulic driven plug pin is arranged on the inner wall of the support ring beam, and a hydraulic jack is arranged on the lower side of the support ring beam. According to the installation device for the offshore wind energy power generating fan, the structural design is reasonable and reliable, the installation cost is lowered while the installation requirements of the fan are met, in addition, the construction quality is guaranteed, the advantages of convenience in construction, low investment and reusability are achieved, and the field operation in multiple working faces can be carried out.",2011,E02D  27/44; E02D  27/42
365887222,CN201120526068U,Novel gravity type offshore wind power base device,"The utility model relates to a novel gravity type offshore wind power base device belonging to the technical field of ocean engineering. The novel gravity type offshore wind power base device comprises a bearing platform, a vertical post, ribbed plates, a skirt edge and flow guide plates, wherein the vertical post is mounted below the bearing platform, the ribbed plates are welded on the side surface of the lower end of the vertical post, the skirt edge encircles the ribbed plates in a circle and is welded on the ribbed plates, and the flow guide plates are arranged on the skirt edge. An inclined angle of 45 degrees is formed between the skirt edge and the vertical post, and the height of the skirt edge is same as that of the ribbed plates; the five flow guide plates are vertically arranged at one side of the surface of the skirt edge in a uniformly-spaced manner so as to play a role in disturbing an incoming flow, so that a scour-reducing function is achieved; the bearing platform is of an inverted circular truncated cone shape; and the four ribbed plates are uniformly distributed on the side surface of the lower end of the vertical post. The novel gravity type offshore wind power base device is provided with the inclined skirt edge and is embedded into a ground base for a certain depth, so that the incoming flow can flow through a base structure along inclination, the scour on bottom silt of the base caused by return flow is reduced, the silt under the coverage of the skirt edge is protected, and the stability of the base is enhanced.",2011,E02D  27/44; E02D  27/52
365888029,CN201120552399U,Floating-type wind farm,"The utility model discloses a floating-type wind farm, which comprises a plurality of wind turbines with an anchoring system arranged on the periphery and a plurality of internal self-balance wind turbines without an anchoring system inside, wherein a floating platform of each wind turbine is floated in the water so as to support the wind turbine above the water surface, and the anchoring system anchors the peripheral wind turbines onto a sea bed or a lake bed; every two adjacent internal wind turbines are connected with each other through a flexible fastening chain, one end of the fastening chain is connected to a middle-lower position of a wind turbine tower when in connection, and the other end of the fastening chain is connected to a position close to the bottom of the floating platform of the adjacent wind turbine; and at least one circle of floating-type wave absorbing device with an anchoring system is also arranged on the periphery of the wind farm, the wind turbines are surrounded by the floating-type wave absorbing device, the floating-type wave absorbing device is anchored onto the sea bed or the lake bed through the anchoring system, and the peripheral wind turbines are connected with the floating-type wave absorbing device through the fastening chain.",2011,F03D   9/25; F03D  13/25; B63B  35/00; Y02E  10/727
365959815,PT20090700379T,"FLOATING FOUNDATION SUPPORTING FRAMEWORK WITH BUOYANCY COMPONENTS, HAVING AN OPEN-RELIEF DESIGN",NULL,2009,B63B2231/64; F03D  13/25; F05B2240/93; Y02E  10/727; B63B   5/14; B63B  21/29; B63B  35/44; B63B2231/04; E02B  17/0004; E02B2017/0091; F05B2240/95; F03D  13/22; B63B   1/107; B63B   3/14; B63B  21/502; B63B2001/128; B63B2035/446; B63B2231/52
365970007,KR20127013383,"UNDERWATER STRUCTURE, METHOD FOR CONSTRUCTING SAME, METHOD FOR DESIGNING UNDERWATER STRUCTURE, AND METHOD FOR MODIFYING SAME",NULL,2010,E02D  27/14; E02B  17/00; E02D  27/32; E02D  27/52; E02B   3/06; F03D  13/22; Y02E  10/727; E02B  17/027; E02D  27/425; E02B2017/0091; F05B2240/95; E02D  27/42
365996180,CN201120523955U,Skidding simulation testing machine for multifunctional wind generation set installing ship,"The utility model provides a skidding simulation testing machine for a multifunctional wind generation set installing ship. The skidding simulation testing machine comprises a base, a ball rail, a ballast block, a bearing tray and a power source for pulling the bearing tray, wherein the top surface of the base is designed to incline along the longitudinal direction and the transverse direction of the base; the power source and the ball rail are sequentially arranged on the top surface of the base from top to bottom along the longitudinal direction of the top surface; the bearing tray is movably installed on the ball rail and is connected with the power source through a steel wire rope; and the ballast block is arranged on the bearing tray. With the scheme provided by the utility model, the skidding simulation testing machine can simulate traction characteristics and equipment stability required for sliding of a windmill platform under specific gradient. Through simulated test process, the reliability of a sliding test under the influence of severe environment is proved; and through the calculation, the reliability and the service lives of sliding devices such as a ball, a distance keeping plate, the ball rail and the like are analyzed.",2011,B63B   9/00
365996189,CN201120552408U,Floating wind power generation platform,"The utility model discloses a floating wind power generation platform, which comprises a plurality of buoyant barrels. Ballasts are filled at the bottom of the buoyant barrels. The floating wind power generation platform is characterized in that the buoyant barrels are identical in size and weight and are disposed on the wind power generation platform symmetrically and in rigid connection. A wind turbine is mounted at the symmetric center of the buoyant barrels through a tower, and the size of each buoyant barrel and the weight of the ballasts inside are matched with the weight of the wind turbine above the wind power generation platform. The buoyant barrels float under the sea surface, floating depth of the upper surface of each buoyant barrel is at least larger than a half of wavelength of sea waves.",2011,B63B  35/44
365996193,CN201120523943U,Ring beam type continuous lifting system for multifunctional wind generation set mounting ship,"The utility model provides a ring beam type continuous lifting system for a multifunctional wind generation set mounting ship, which comprises a pile leg, a fixing mounting frame, a lifting tower, a ring beam a pile shoe, a main cylinder, an auxiliary cylinder, a main cylinder transmission yoke and an auxiliary cylinder transmission yoke. The fixing mounting frame and the ring beam are correspondingly mounted at the upper end and the lower end of the pile leg and fixed to a ship through the lifting tower. The pile shoe is correspondingly mounted at the bottom of the lower end of the pile leg, rear lug rings of the main cylinder and the auxiliary cylinder are connected with the ring beam through lug pins, front lug rings of the main cylinder and the auxiliary cylinder are connected with the corresponding main cylinder transmission yoke and the auxiliary cylinder transmission yoke respectively, and fixing pins which can be inserted into or pulled out of pile leg pin holes are arranged in the main cylinder transmission yoke and the auxiliary cylinder transmission yoke respectively. By means of the scheme, lifting and descending are both continuous with no interruption. Further, in order to saving energy, movement of descending the pile leg and lifting the ship and movement of lifting the pile leg and descending the ship are identical in procedure but different in system pressure.",2011,B63B  38/00
365998139,CN201120563473U,Paddle changing system for ocean high-power wind generation set,"The utility model discloses a paddle changing system for an ocean high-power wind generation set, which comprises an independent paddle changing driving system, a paddle changing control system, a limit switch, an angle encoder and a sliding ring which are arranged on each blade. The paddle changing driving system are installed in a hub on the front portion of a cabin, and communication and power of the paddle changing driving system are achieved through the sliding ring connected with a master control system in the cabin. The paddle changing control system has the effect that instructions from the master control system of the cabin are distributed to each driver and timely feeds back relevant signals detected by the angle encoder, a rotation encoder, and the limit switch and a blade root sensor to the master control system. A stress acceleration sensor is installed at the blade root to detect different stress at different positions of blades and feed back the stress to the paddle changing control system, the paddle changing control system sends corresponding instructions to the driving system to achieve the purpose of independently revising propeller pitch angles, and the paddle changing system is an independent paddle changing system.",2011,Y02E  10/723; F03D   7/00
365998142,CN201120508289U,Beverage bottle solar wind power generation device,"The utility model relates to a wind power generation device, in particular to a beverage bottle solar wind power generation device and belongs to the technical field of energy sources. The beverage bottle solar wind power generation device comprises a direction fixing empennage, a permanent magnet generator, a beverage bottle flotage pile, a fixing clamp, wind power rotation blades, a bearing, a wind power rotation pulley and a solar panel. The beverage bottle flotage pile is formed by combining beverage bottles; the beverage bottle flotage pile is fixedly provided with the permanent magnet generator and the solar panel; the permanent magnet generator and the direction fixing empennage are connected through the fixing clamp; the bearing is arranged on the connection part of the direction fixing empennage and the fixing clamp and is fixedly connected with a shaft of the wind power rotation blades; and the shaft of the wind power rotation blades is fixedly connected with the wind power rotation pulley. The beverage bottle solar wind power generation device is manufactured by using waste beverage bottles, has the function of power generation, turns waste into wealth, and is low in cost, and suitable for power generation of rivers and lakes.",2011,H02S  10/12; H02J   3/38; F03D  13/25; Y02E  10/563; Y02E  10/727; Y02E  10/763; Y02P  70/523; F03D   1/00; F03D   9/25; Y02E  10/725
374776065,KR20100132578,Apparatus and method for supporting oversea aerogenerator,"PURPOSE: A device and a method for supporting an ocean wind turbine is provided to stably support a power generator even when the capacity of the power generator increases, and the depth of sea is deep. CONSTITUTION: A device for supporting an ocean wind turbine comprises a mono pile(M), an auxiliary pile(E), a pile sleeve(110), and a member(120) for fixing the pile sleeve. The mono pile is fixed to the bottom of the ocean, and supports the ocean wind turbine. The auxiliary pile is installed in the mono pile, and assists the mono pile. The pile sleeve is placed around the mono pile in a radial direction. The auxiliary file is mounted to the pile sleeve. The member for fixing the pile sleeve is mounted between the mono pile and the pile sleeve. The member for fixing the pile sleeve fixes the mono pile and the pile sleeve.",2010,F03D  13/22; Y02E  10/727; F03D  11/00; F03D  11/04
374776308,KR20100132923,Floating dock and constructing metohd for wind power generator using the same,"PURPOSE: A floating dock and an installation method for a wind power generator using the same are provided to firmly maintain a tower part of a wind power generator in an erected state as a clamping unit of a gantry crane clamps the upper part of a tower part of a wind power generator in a state where the tower part of the wing power generator are erected. CONSTITUTION: A floating dock(1) comprises a floating dock body(10), a gantry crane(20), and an auxiliary convey unit(30). The floating dock body comprises a workplace(11), sidewall parts(12), and a working hole(112). The sidewall parts are formed in left and right sides of the workplace. The working hole is formed in one end of the workplace. The gantry crane moves a tower part(P) of a wind power generator loading in the workplace. In order to maintain the tower part of the wind power generator in an erected state, the auxiliary convey unit supports the bottom of the tower part of the wind power generator.",2010,F03D  11/00; F03D  13/40; F05B2230/50; B63C   1/02; Y02E  10/727; B63B  27/12; B63B  71/00; F05B2240/95; Y02T  70/146; B63B   9/00
374777177,KR20100133927,Compressed air storage and electricity generating system connected with offshore wind farm and Compressed air storage tank,"PURPOSE: Compressed air storage and an electricity generating system connected with an offshore wind farm, and a compressed air storage tank are provided to guarantee constant output, and to optimize a transmission and distribution facility. CONSTITUTION: Compressed air storage and an electricity generating system connected with an offshore wind farm, and a compressed air storage tank comprise a plurality of wind power generator(10), a compressor(20), a main tank, and a turbine(30). A plurality of the wind power generator is installed on the sea to generate electricity by rotating a windmill. The compressor is operated with the electricity generated from the windmill, and compresses outdoor air. The main tank holds the compressed air. The main tank is installed within a constant sea depth. The main tank comprises a gate, in which seawater flows in and out according to the pressure difference of the air stored inside. The turbine is operated with the compressed air discharged from the main tank. A water level maintaining unit positions the main tank within the constant sea depth.",2010,F03D   9/02; F03D   9/17; F03D   9/00; B63B  35/44; B63B2035/446; Y02E  10/72; Y02E  10/725; F03D   1/02; F05B2240/93
374777180,KR20100133930,Compressed air energy storage and electricity generation systems connected with offshore wind farm,"PURPOSE: A compressed air storing and electricity generating system connected with wind power generation is provided to improve generating efficiency by optimally generating electricity according to time-base energy consumption. CONSTITUTION: A compressed air storing and generating system connected with wind power generation comprises a wind power generator(140) and a compressed air storage and electricity generation unit. The wind power generator generates energy by rotating a windmill(110) with wind. The compressed air storage and electricity generation unit comprises a compressor(150), a storage tub(160), and a turbine(170). The compressor operated with the energy generated from the win power generator sucks and compresses air. The storage tub stores the compressed air. The turbine generates electricity by being operated with the air supplied from the storage tub. The wind power generator is installed offshore or on the ocean.",2010,F03D   9/17; F03D   9/02; F03D   9/00; F03D   9/28; Y02E  60/15; F03D  11/00; Y02E  10/725
374777591,KR20100134326,SHIP FOR INSTALLING WIND POWER GENERATOR AND INSTALLING METHOD OF WIND POWER GENERATOR,"PURPOSE: A ship for installing a wind power generator and an installation method of the wind power generator using the same are provided to facilitate installation of a power generator on the deep sea by installing the power generator without fixing a ship on the seabed. CONSTITUTION: A ship for installing a wind power generator comprises dry cargos(124,126), wet cargos(121,123), and cranes(131). The dry cargos have a space where parts of a wind power generator are built in. A passage is formed in the wet cargos so that water can be entered to the internal space thereof. A side door is rotatably installed in a side wall of the wet cargos. The cranes move the parts of the wind power generator.",2010,B63B  27/00; F03D  11/00; B63B  35/00; F03D  13/10; B63B   9/00; B63B  71/00; F05B2240/95; Y02E  10/727; F05B2230/50
374777592,KR20100134327,LEG OF WIND TURBINE INSTALLATION VESSEL AND METHOD FOR MANUFACTURE THEREOF,"PURPOSE: A leg for a wind power generator installation ship and a manufacturing method thereof are provided to reduce restriction according to water levels around working sea where a wind power generator is installed by assembling and disassembling the legs for the wind power generator installation ship in the field. CONSTITUTION: A leg for a wind power generator installation ship comprises nut type gears and rods. The rods comprises multiple rod modules(300) connected in a row. Each rod module comprises a hollow screw pipe(310), a male flange(320), and a female flange(330). A screw thread part corresponding to a nut part is formed in the outer circumference of the screw pipe. The male flange is coupled to one end of the screw pipe and has a coupling protrusion. The male flange is coupled to the other end of the screw pipe and has a coupling hole corresponding to the coupling protrusion.",2010,E02B  17/00; F05B2240/95; F03D  11/00; Y02P  70/523; B63B  35/44; B21D   5/10; Y02E  10/727
374778829,KR20100135654,Tension leg platform having stationary buoyance holding by tendon and movable buoyance,"PURPOSE: A tension leg platform having fixed floating bodies fixed in tendons and a movable floating body is provided to fix in a fixed position without secession of structural base members, platforms, or facilities from right positions while floating on the sea. CONSTITUTION: A tension leg platform having fixed floating bodies fixed in tendons and a movable floating body comprises a structural base member(41). The structural base member supports a facility installing on the sea. Fixed floating bodies(42) are fixed in the structural base member and are fixed by tendons(2) of which one end is fixed in the seabed. A movable floating body(47) is fixed in the structural base member in one body, but is not fixed by the tendons.",2010,B63B  21/50; B63B  43/12; B63B  35/44; Y02E  10/72; F03D   9/00
374785309,KR20110001649,Multfunction high rotor,"PURPOSE: A high efficiency rotating device with a multi-function is provided to manufacture a wind power amplifier at a low cost by rotating horizontal and long vanes at a low level. CONSTITUTION: A high efficiency rotating device with a multi-function comprises a plurality of drums(2), a plurality of fixing ropes, wave detecting plates(10,11,12,13,14), and levers(30,31,32,33,34). The plurality of drums is placed in a lower part of a deck in order that the deck floats on the sea. The plurality of fixing ropes is fixed under the sea. The wave detecting plates is installed in the sea. The wave detecting plates detects the rolling of waves. Both ends of the wave detecting plates are slightly bent, and connected to the levers. The other ends of the levers are connected to a clutch bearing(70) of a shaft. If the waves are smooth, the levers are returned to the initial position by the force of a spring. The levers and a one-way bearing rotate and decelerate without noise while the one-way bearing is used for reducing a motor speed.",2011,F03B  13/14; F03B  17/06; Y02E  10/226; Y02E  10/38; F03B   5/00; F05B2220/706; F03B  13/18; F03B  13/26; Y02E  10/70; F03D   3/068; F03D   9/008; F03B  11/06; Y02E  10/20
374788768,KR20110005069,COLLAPSIBLE-EXPANDIBLE FAIRING AND WIND TURBINE INSTALLATION VESSEL HAVE THE SAME,"PURPOSE: A flexible fairing and a windfarm installation ship with the same are provided to stably descend legs to a seabed by reducing water current resistance applied to legs and to improve the utilization of a loading space. CONSTITUTION: A flexible fairing comprises streamlined shaped lower plates(170) and streamlined shaped flexible pipes(130). The streamlined shaped lower plates are coupled to the lower end of legs installed in a hull to be vertically lifted. The lower end of the streamlined shape flexible pipes is coupled to the edge part of the lower plates. The intermediate section of the flexible pipes covers the legs and the upper end thereof is coupled to the hull. The flexible pipes are extended if the legs descend from the hull, and are shorten if the legs ascend.",2011,B63B  21/50; B63B  35/44; Y02E  10/72; E02D  23/02; F03D   9/00
374791037,KR20110142807,OFFSHORE WIND TURBINE STRUCTURE USING STEEL PIPE PILE FOUNDATION AND PREFABRICATED STRUCTURE,"PURPOSE: An offshore wind turbine structure using a steel pipe pile foundation and a prefabricated structure is provided to easily connect a steel pipe pile to a foundation connection unit in an inclined direction using a guide band and a temporary fastening device. CONSTITUTION: An offshore wind turbine structure using a steel pipe pile foundation and a prefabricated structure comprises an inclined steel pipe pile(140), a foundation connection unit, a tower, and a steel pipe pile connection device. The inclined steel pipe pile is fixed to a seabed support layer. The foundation connection unit is connected to the top of the steel pipe pile. The tower is formed by loading one or more precast segments on the foundation connection unit. The steel pipe pile connection device accurately connects the steel pipe pile to the foundation connection unit.",2011,E02D   5/285; E02D   7/18; E02D  27/00; E02B2017/0091; F03D  11/04; Y02E  10/72; E02B  17/0004; E02D  27/425; E02D2300/0034; E02D  27/52; E02D  13/04
374792689,CA20102785023,DEVICE OF A POWER PLANT,"It referred to a device of a power plant for the production of useful energy in the waves by the use of float devices the motion of which are used to power generator to produce energy for further exploitation, and means of conveyance of energy to further use, and it is characterised by a rig that is directed to float in the sea by means of a float supporting construction with the floats in the water line so that these may be affected by wave motion in the sea, and where the floats are arranged in a ring shape around the rig's circumference with spacing between the floats, which floats independently of each other are oriented to engage their respective generators via a transmission system, and the rig is anchored to the seabed via a cable (15): A float construction is also discussed.",2010,F03D   9/008; F03B  13/14; F03B  13/18; F03B  13/20; F03B  13/1845; Y02E  10/38; Y10T 428/13; F03D   9/00; Y02E  10/725; E02B   9/08
374797897,US201013503364,Wind generator with water float sail,"A wind generator with a water float sail includes a pond or a circular water tank containing liquid, a water float running system which can rotate in the pond or the circular water tank under the drive of wind and which includes a water float running platform floating on the liquid and several sails placed on the water float running platform, a location system which can locate the water float running system on the liquid surface, and make it rotate within a predetermined range, a brake system which can stop the rotation of the water float running system, and a generator system which can transform the energy produced by the water float running system into electric power output. The wind generator can make the water float running system floating on the liquid surface rotate, and it can generate electricity with low cost and high power.",2010,F03D   3/00; F03D   3/065; Y02E  10/74; F05B2260/406; F05B2240/511; F05B2240/93; F03D   9/00; F05B2260/902; Y02E  10/70; Y02P  70/523; F03D   5/04
374938643,CN201210050157,Transport vessel of a wind turbine to an offshore site and method for its implementation,"The present invention relates in particular to a ship (4) for transporting onto an 'offshore' site a wind turbine (2) provided with a so-called 'gravity' foundation (1), that is one capable of stabilizing the wind turbine (2) on a sea bed (FM) under the influence of its own weight supplemented by that of the wind turbine, this ship (4) having, viewed from above, the general shape of a 'U,' with two 'branches' defining hulls (40), as well as a junction bridge (41) connecting them, the space separating these hulls (40) allowing the pylon (23) of the wind turbine (2) to enter, characterized by the fact that it includes a plurality of rigid vertical 'piles' (5), which extend clear through said ship (4), their lower end being provided with deformable arrangements (6) for connection to matching arrangements (8) borne by said foundation (1), these piles being movable, on demand, in the vertical direction, so that, by a descending motion of these piles (5), said wind turbine (2) is guided and stabilized during this descending motion, and so that, by a rising motion, said piles (5) transmit a rising motion to said wind turbine (2).",2012,F03D  13/40; B63B  35/00; B63B  35/003; F03D  13/10; Y02B  10/30; F05B2240/95; F03D  13/22; B63B   1/121; Y02E  10/727
374941719,CN201080055756,Floating energy producing plant,"Floating energy producing plant (1), comprising at least three wind generators (2) attached to a common floating unit which can be placed on water independent of placement and water depth. The unit comprises a frame work (F) constructed of pipes (4) connected in at least three attachment points having the shape of nodes (3, 5). The pipes (4) are sealed in their respective ends (4a, 4b) and forms separate floating parts adapted to be connected to the nodes (3, 5).",2010,F05B2240/95; F03D  11/04; B63B  35/4413; F03D  13/22; Y02E  10/727; F03D  13/25; F05B2240/93
374950080,CN201120570289U,Marine wind-powered installation vessel,"The utility model relates to a marine wind-powered installation vessel, which is suitable for operations in sea areas in intertidal zones. The installation vessel comprises a vessel body, a crane, a main generator, a pile hammer and a pile embracing apparatus, wherein the vessel body is provided with a vessel bottom which can be located on a mud flat; the crane is arranged on a deck of the vessel body; the main generator is used for supplying power for the crane; the pile hammer is movably located in the operation range of the crane; and the pile embracing apparatus is arranged at the edge of the deck of the vessel body and located in the operation range of the crane.",2011,B63B  35/00
374950086,CN201120372308U,Marine hanging garden and vegetable garden sightseeing boat,"The utility model relates to a marine hanging garden and vegetable garden sightseeing boat, which comprises buoyancy barrel rows, a buoyancy compartment and a Noah's Ark, wherein the buoyancy barrel rows are fixedly provided with the buoyancy compartment, and the Noah's Ark is coaxially embedded on the buoyancy compartment. According to the sightseeing boat, people can continually pursue fashion while obtaining creature comforts, and thus, life demands at the twenty-first century are met. Moreover, a hanging garden or a hanging vegetable garden can be additionally arranged on the basis of luxurious facilities of an original sightseeing boat, thus, people can have fresh vegetables and see flowers and beautiful scenery every day. According to the marine hanging garden and vegetable garden sightseeing boat, greater competitive advantages can be gained in seafaring, contribution is made for the good life of people, and a new marine epoch is created.",2011,Y02E  10/72; F03D   9/25; B63B  35/613
374952275,CN201220009269U,High corrosion prevention anchoring bolt for maritime wind power generator,"The utility model relates to a high corrosion prevention anchoring bolt for a maritime wind power generator. The high corrosion prevention anchoring bolt comprises a body, wherein a layer of chromium-free dacromet coating is coated on the surface of the body. The high corrosion prevention anchoring bolt has the beneficial effects that a neutral salt spray test can last more than 720 hours; the adhesion of the coating layer is high; the waterproof performance is high; and the mechanical performance is high.",2012,E02D   5/74; E02D  31/06
374961819,FR20120001335,"Wind turbine for use at sea, has supporting unit for supporting mast of wind turbine in desired position, where supporting unit is interdependent of mast, and independent of movements of floating support","The turbine has a connection unit for connecting a mast of the wind turbine on a floating support. A decoupling unit allows movements of the mast compared to the movements of the floating support. A supporting unit supports the mast in a desired position, where the supporting unit is interdependent of the mast, and independent of the movements of the floating support. The decoupling unit includes deformable elements such as springs or elastomer compounds, where the decoupling unit includes a Cardan joint system.",2012,F05B2240/93; Y02E  10/727; B63B2035/446; F05B2240/95; F05B2260/50; B63B  35/44; F05B2250/43; B63B  21/50; F03D  13/25; F03D  11/04
374962075,FR20120054656,EOLIENNE FLOTTANTE A TURBINES A FLUX TRANSVERSE A REGULATION AERODYNAMIQUE,"L'invention concerne une Èolienne flottante comprenant un flotteur et une turbomachine (12) reposant sur le flotteur, l'Èolienne comprenant au moins une colonne de turbines (30) ‡ flux transverse et une structure de maintien des turbines, la structure de maintien comprenant, pour chaque turbine, des montants verticaux (22) de part et d'autre de la turbine, au moins l'un des montants verticaux comprenant un volet vertical mobile (58).",2012,F03D  13/25; F05B2240/133; Y02E  10/727; Y02E  10/74; F03D   7/06; F05B2240/95; F03D  13/22; F05B2240/40; F05B2240/93; F03D   3/065; F05B2240/97; F03D   3/02; F05B2240/214; F03D   3/0481
374962077,FR20120054658,EOLIENNE FLOTTANTE A TURBINES A FLUX TRANSVERSE A STABILISATION AMELIOREE,"L'invention concerne une Èolienne flottante (10) comprenant un flotteur (14) et une turbomachine reposant sur le flotteur, le flotteur comprenant une coque flottante (49), la turbomachine comprenant au moins une colonne de turbines ‡ flux transverse et une structure de maintien des turbines, la structure de maintien se prolongeant par un organe de liaison (70), situÈ dans la coque flottante et reliÈ ‡ la coque flottante selon une liaison ‡ pivot par au moins des premier et deuxiËme paliers (84, 82) situÈs dans la coque flottante, le premier palier (84) Ètant situÈ au-dessous du centre de carËne de la coque flottante, l'Èolienne comprenant une gÈnÈratrice (65) entraÓnÈe par les turbines et situÈe dans la coque flottante sous ledit centre de carËne.",2012,F03D  15/20; F03D  13/25; F05B2240/93; F03D   9/25; F05B2240/214; F05B2240/95; F03D  11/04; F03D  80/70; F05B2240/40; B63B2035/446; F03D   3/02; F03D   3/0481; F05B2240/133; F03D   9/28; F03D  13/22; F03D  15/00; F03D   3/065; F05B2260/406; Y02E  10/727; Y02E  10/74; F05B2240/97
374966297,DK20090180845T,FremgangsmÂde til konstruktion af et fundament til et vindkraft-genereringssystem,NULL,2009,B63B  21/26; F03D   1/00; E02B2017/0091; F05B2240/95; Y02E  10/727; F03D  13/22
374974316,TW201099111222,Multi-staged device for enriching oxygen content in water,"A multi-staged device for enriching oxygen content in water includes an electricity-powered waterwheel, an agglomeration water drop atomization device, a wind-powered oxygen enriching device, and a turn device, in which the agglomeration water drop atomization device receives agglomeration water drops generated by the electricity-powered waterwheel flapping on the water surface and atomizes the agglomeration water drops through a rotation mechanism for increasing the contact area between the water drops and air and enriching oxygen content in water. The agglomeration water drop atomization device and the wind-powered oxygen enriching device are each connected to a water intake mechanism. The water intake mechanisms directly draws water to the air, allowing the water drops to descend slowly for increasing the oxygen content of water, while saving the use of electricity. The turn device is used to adjust the orientation of a float platform of the electricity-powered waterwheel so that the float platform of the electricity-powered waterwheel is in alignment with the direction of wind, thereby achieving the objectives of effectively enriching the oxygen content in water and conserving the use of electricity.",2010,Y02A  40/81; F03D   1/00; F03D   9/00; Y02E  10/725; Y02P  60/64; A01K  61/00
374976652,CA20102785494,PENDULAR SYSTEM FOR TRANSPORTING A CIVIL ENGINEERING STRUCTURE IN AN AQUATIC MEDIUM,"L'invention concerne un procÈdÈ de transport en milieu aquatique d'un ouvrage civil (1) comprenant un m‚t (3), le procÈdÈ comprenant les Ètapes suivantes : ∑ associer l'ouvrage civil (1) ‡ au moins un dispositif de flottaison (2) par un moyen de fixation (10), ∑ faire progresser l'ouvrage civil (1) et le dispositif de flottaison (2) associÈ dans le milieu aquatique jusqu'‡ une position souhaitÈe, le moyen de fixation (10) Ètant disposÈ dans une zone de l'ouvrage civil (1) situÈe au dessus du centre d'Èquilibre dudit ouvrage civil (1) associÈ au dispositif de flottaison (2), et le moyen de fixation (10) Ètant configurÈ de sorte ‡ dÈcoupler les mouvements de rotation du dispositif de flottaison (2) et de l'ouvrage civil (1) autour d'au moins un axe perpendiculaire ‡ l'axe longitudinal du m‚t (3) de l'ouvrage civil (1).",2010,E02B2017/0091; F05B2240/95; B63B2035/446; F05B2240/93; Y02E  10/726; B63B   1/107; E02B2017/0039; Y02E  10/727; B63B  35/003; E02B  17/02; F03D  13/10; B63B  35/00; F03D  13/40
374985577,ES20120000760,Plataforma semisumergible para aplicaciones en mar abierto,"Una plataforma semisumergible (26) que comprende: una columna interior (15) y al menos cuatro columnas exteriores (14), donde cada una de dichas columnas interior y exteriores (14, 15) comprenden una base resistente (12) y un tronco (5a, 5b; 6a, 6b), y donde cada columna (14, 15) comprende una secciÛn de mayor resistencia (7) a una determinada altura y una pluralidad de vigas (8) que unen cada columna exterior (14) con la columna interior (15) y cada columna exterior (14) con cada columna exterior adyacente. Un mÈtodo de construcciÛn de una plataforma semisumergible.",2012,F03D  13/25; Y02E  10/727; B63B  75/00; B63B2035/446; B63B  35/44; B63B2001/128; F05B2240/93; B63B   1/107; B63B   5/14; B63B   9/06; B63B2001/126
375093360,EP20120006146,Energy efficient climate control system for an offshore wind turbine,"An energy efficient climate control system for an offshore wind turbine that is integrated with the component cooling system is disclosed. The climate control system includes a cooling circuit adapted to carry heat generated by a component of the nacelle to outside the nacelle. The climate control system also includes an airflow system adapted to receive a warm outflow of coolant from the cooling circuit, across a variable flow control valve, the airflow system supplying clean ambient air to the nacelle at a predetermined relative humidity. The variable flow control valve regulates a flow rate of the coolant through the airflow system to adjust the relative humidity of the air entering the nacelle.",2012,F05B2260/64; F05B2240/95; Y02E  10/726; F03D  11/00; F03D  80/60
375096441,ES20120000759,Plataforma semisumergible tri·ngular para aplicaciones en mar abierto,"Una plataforma semisumergible (16) que comprende: una columna interior (15) configurada para dotar de mayor flotabilidad y tres columnas exteriores (14), donde cada una de dichas columnas interior y exteriores (14, 15) comprenden una base resistente (12) y un tronco (5a, 5b, 6a, 6b), y donde cada columna (14, 15) comprende una secciÛn de mayor resistencia (7) a una determinada altura y una pluralidad de vigas (8) que unen cada columna exterior (14) con la columna interior (15) y cada columna exterior (14) con las otras dos columnas exteriores. Un mÈtodo de construcciÛn de una plataforma semisumergible.",2012,B63B  75/00; B63B   1/107; B63B   5/14; B63B   9/06; B63B  35/44; B63B2001/128; F05B2240/93; F03D  13/25; B63B2035/446; Y02E  10/727
375121840,TW201099146572,Wind turbine,"A horizontal-axis wind turbine includes a rotor having a hub and blades rotatable by wind; a nacelle assembly for rotatably supporting the rotor through a main shaft, the main shaft being connected to the rotor; a tower for rotatably supporting the nacelle assembly; a dynamo placed near to a location at which the tower is built up; a rotatable vertical shaft orthogonally disposed to the main shaft inside the tower for transferring a rotating force of the main shaft to the dynamo; and a repulsive torque-balancing mechanism for transferring a rotating force of the nacelle assembly, the rotating force of the nacelle assembly being derived from repulsive torque due to a load of the dynamo, to the vertical shaft in a direction in which the repulsive torque is balanced.",2010,F03D  80/82; Y02E  10/723; F03D  13/25; F03D  15/10; F03D   7/02; F03D   7/0204; F03D  80/70; Y02E  10/727; F03D  15/00
375123853,AU20120201011,"Device for manufacturing a foundation for a mass located at height, associated method and assembly of the device and a jack-up platform","Abstract The invention relates to a device for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises 5 a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework of a number of mutually connected guide tubes arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise a mechanism with which at least an internal wall part of the guide tubes is displaceable in the radial direction of the 10 guide tubes from a radially inward support position for the pile to a radially more outward position in which the internal wall part substantially releases the pile. The invention also relates to a method and an assembly of a jack-up platform and the device. u cn U') N N u cn LO (Yj co M LO (n N N cu cu C\j cn Lo",2012,F03D  11/00; E02B  17/02; E02B  17/021; E02B2017/0043; E02D  13/04; E02D  27/12; E02B2017/0039; E02B2017/0082; E02D  27/52; F03D  11/04
375123854,AU20120201012,"Device for manufacturing a foundation for a mass located at height, associated method and assembly of the device and a jack-up platform","Abstract The invention relates to a device for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises 5 a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework of a number of mutually connected guide tubes arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise measuring means adapted to determine the height of a pile present in the guide tubes. The invention also relates to a 10 method and an assembly of a jack-up platform and the device. Cm-a Ne nuwn",2012,E02B  17/02; E02D  13/04; F03D  11/00; E02B2017/0039; E02B2017/0091; E02D  27/12; F03D  11/04; E02D  27/52
375127362,CN201110351645,Manufacturing method of large-diameter steel pipe pile for offshore wind power equipment,"The invention discloses a manufacturing method of a large-diameter steel pipe pile for a piece of offshore wind power equipment. The manufacturing method includes the following steps: step 1, preparing a steel plate having a thickness of 45 mm to 70 mm, a width of 3 to 4 meters and a length determined by a diameter of a required steel pipe pile; step 2, bending the steel plate into a cylinder pipe by a plate bending machine; step 3, welding a longitudinal seam of the cylinder pipe; step 4, rounding the welded cylinder pipe; step 5, lifting three sections of the cylinder pipe onto an assembling roller frame by a crane and adapting a internal-external girth welding on seams between every adjacent two sections of the cylinder pipe. The manufacturing method of a large-diameter steel pipe pile for a piece of offshore wind power equipment provided by the invention overcomes difficulties in manufacturing and processing supper large-diameter and extra heavy steel pipe piles, providing a strong support for introducing single pipe pile construction technology to offshore wind power industry and a significant reduction in engineering cost.",2011,E02D   5/28; B23P  15/00; E02D  27/44
375130180,CN201210145663,Corrosion-resistant cooling structure for offshore wind turbine,"The invention discloses a corrosion-resistant cooling structure for an offshore wind turbine. The wind turbine comprises a tower, an engine room arranged on the tower in a rotatable mode, and a spindle arranged inside the engine room in a rotatable mode. A running fit part of the tower and the engine room and a running fit part of the spindle and the engine room are sealed in a labyrinth seal mode, and an air cooling system is arranged inside the sealed engine room. Because the rotating parts are subjected to labyrinth seal, parts inside the engine room are isolated from outside air, so that harm of corrosive substances contained in the outside air to the inside parts is reduced; and therefore, the anti-corrosion grade of the inside parts can be properly reduced, so that the cost of the parts inside the engine room is reduced; and meanwhile, an aim of cooling the interior of the engine room through the air cooling system at low operating cost is fulfilled.",2012,F03D  80/60; Y02E  10/722
375135213,CN201080058763,Fluid turbine rotor blade,A rotor blade for a fluid turbine is disclosed. The rotor blade includes a flange section configured to connect the rotor blade to a rotor hub; and an airfoil section extending outward from the flange section. The flange section is compris of a carbon reinforced polymer.,2010,F04D  29/26; B63H  15/00; B63H   1/20; F03B   3/12; B64C  11/04; B64C  27/48; F03D   1/0658; Y02E  10/721; B63H  13/00; B63H   5/00
375135943,CN201080052692,"Underwater structure, method for constructing same, method for designing underwater structure, and method for modifying same","Disclosed is an underwater structure which is installed on the bottom of a body of water and supports an above-water structure provided above the water surface. The underwater structure extends from the bottom of the body of water to above the water surface and is provided with first steel support members, the interior of each of which comprises a first space. A portion of the first space is filled with a filler.",2010,Y02E  10/727; E02D  27/42; F03D  11/04; E02B2017/0091; E02D  27/425; E02B   3/06; F03D  13/22; E02B  17/00; E02B  17/027; E02D  27/14; F05B2240/95; E02D  27/32; E02D  27/52
375137294,CN201080053265,Wind turbine with adjustable electrical generator,"A wind driven turbine includes a perimeter rim that carries a rotor, and a stator is positioned at the annular path of the rotor with field coils positioned on opposite sides of the rotor that generate electricity in response to the rotation of the rotor. A proximity gauging means selectively maintains the field coils at predetermined distances from the rotor. The wind turbine may be mounted on a floatable support.",2010,F03D   9/00; H02K2201/03; H02P   9/04; Y02E  10/725; H02K   7/1869; H02K2213/09
375190217,JP20110006801,FLOATING WIND POWER GENERATOR,"PROBLEM TO BE SOLVED: To provide a floating wind power generator whose inclination is reduced by the shape of a windmill tower.SOLUTION: The floating wind power generator includes: a floating body floating on water; a tower protruding upward from the floating body; and a nacelle which is disposed in an upper end of the tower and is provided with a rotor and a power generator. The floating wind power generator is configured to satisfy c-H◊tan?<0, where c represents a distance from the center axis of the tower to an aerodynamic center of the nacelle and the tower, H represents a height from a rocking center of the floating body to the aerodynamic center, ? is an inclination angle of the floating body, and ? is an angle of the resultant force F of lift L and drag D generated in the nacelle and the tower when an elevation angle of the nacelle is ? with respect to the center axis of the tower.",2011,Y02E  10/726; B63B2035/446; F03D   1/06; B63B  35/44; Y02E  10/721; F03D  11/04; Y02E  10/725; B63B  21/50; B63B2035/442; F03D   9/00
375200400,JP20110518613,???????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ??????,2010,B23K  15/00; F03D  13/25; Y10T 403/477; B23K2101/06; F03D  11/04; B23K  15/06; B23K2103/04; Y10T 403/478; B23K  15/0006; B23K  15/006; B23K2101/18
375205345,US201213412709,Adaptive hydrokinetic energy harvesting system,"An adaptive system for harvesting hydrokinetic energy from flowing fluid uses a hydrofoil-type vane in a flow-way and an electrical power generator to convert torque generated by the oscillating vane to electrical current. The generator may be electromagnetic or piezoelectric. The system includes a control module that measures the oscillation of the vane, the generated torque, or the characteristics of the generated current, and modifies the resistance of the vane or the conversion of the electrical current in response to changes therein. Some systems include a frame that can be anchored in a body of water. Some systems are portable and provide illumination. Some systems are adapted for use as hiking or camping gear and may be inserted into stream beds or used as walking sticks. Some systems are in-line devices. Some systems are adapted as fishing lures.",2012,F21L  13/00; H02P   9/04; Y02E  10/70; F03B   1/04; H02N   2/18; F03B  13/10; F03B  17/06; F03B  13/00; F03B  15/16; F03D   5/00; H02N   2/181; Y02E  10/28; H02N   2/185
375207203,US201013505352,Modular assembly for an integrated flex pin drive with generator,"A compact modular assembly of a geared power train (100) and generator (400) suitable for use in a wind turbine application to maximize a step-up ratio between an input and output within a limited radial space. The power train is configured as a hybricyclic split-compound planetary gearing system with a grounded closed carrier flex pin system in a high torque stage (A), and an open carrier flex pin system in a low torque stage (B), having a step up ratio of approximately 30:1. To facilitate modular assembly and disassembly of the power train and generator, each component is mounted independently to opposite sides of a common support structure (500) anchored to a bedplate (502).",2010,F05B2260/40311; F16H2057/0335; F03D  80/70; F16H  37/08; F16H  37/0833; F16H   1/22; F16H  57/021; F03D  11/02; F03D   9/25; Y02E  10/725; F16H   1/46; Y02E  10/722; F03D  15/00; F03D  15/10; F16H   3/52; F16H  57/033
375212124,EP20120754705,SPAR TYPE FLOATING STRUCTURE,"In a spar-type floating structure comprising a tall, thin floating body 2 and a ballast portion 3 provided to the floating body 2 so that the weight of the ballast portion 3 allows the floating body 2 to float in upright position, the floating body 2 includes a horizontally-extending first extended portion 21 arrangeed at the bottom, a horizontally-extending second extended portion 22 arranged in the middle, and a column portion connecting the first and second extended portions 21, 22 and extending up to the waterline, the first extended portion 21 forms the ballast portion 3, and the second extended portion 22 constitutes a buoyancy portion giving buoyancy to the floating body 2.",2012,B63B  35/44; B63B2001/044; B63B  35/00; Y02E  10/727; B63B2039/067; B63B   1/04; B63B  21/10; B63B2035/442; F03D  13/25; B63B  39/06; F05B2240/93; B63B  43/04; B63B   1/048
375231462,EP20120006335,Securing device for transporting a heavy load,"The device (10) has locking elements (11,16) set one above the other and rotatably connected through a connecting bolt (13) such that the locking elements rotate against each other. One locking element is mounted on the other locking element by the force acting along the direction of locking elements. The locking elements include two force transfer surfaces which separate the outer side region and inner side region of a surface formed between locking elements, by a recess such that the locking elements are rotatable between unlocked and locked positions. An independent claim is included for security system for securing heavy loads such as components of wind-power plants on ship.",2012,B60P   7/13; B65D  90/00; B63B2025/285; B63B  25/28
375239985,ES20020026383T,Plataforma de elevaciÛn flotante para el transporte de instalaciones de energÌa eÛlica offshore,"Plataforma de elevaciÛn flotante para el transporte de instalaciones de energÌa eÛlica offshore con varias patas deelevaciÛn regulables verticalmente y dispositivos de sujeciÛn previstos sobre la plataforma para al menos unainstalaciÛn de energÌa eÛlica, caracterizada porque los dispositivos de sujeciÛn est·n configurados al mismo tiempopara el traslado horizontal, al menos esencialmente sin elevaciÛn de una instalaciÛn de energÌa eÛlica (5) desde unacimentaciÛn en tierra o en el mar sobre la plataforma de elevaciÛn (1) y desde la plataforma de elevaciÛn (1) sobre unacimentaciÛn en tierra o en el mar, pudiÈndose desplazar horizontalmente el dispositivo de sujeciÛn y traslado formadopor un soporte base (9), un soporte vertical (3) y un puntal de ajuste (3c) mediante una unidad de empuje (4) solidaria ala plataforma, y estando montados en el soporte vertical (3) dispositivos de recepciÛn (3a, 3b) destinados a la conexiÛncon la torre de una instalaciÛn de energÌa eÛlica (5).",2002,F03D  13/40; E02B2017/0091; F05B2240/95; F03D   1/00; Y02E  10/727
375245817,AU20120201136,Device and method for depositing rocks at a defined location on the bottom of a water mass,"Abstract The invention relates to a device for depositing rocks at a defined location on the bottom of a water mass. The device comprises a vessel, a fall pipe which extends with a 5 substantial vertical component and which is connected at its upper end to the vessel by a gripper, and supply means for supplying rocks for depositing to the upper end of the fall pipe, wherein the gripper comprises a support construction for the fall pipe adjustable at an angle to the vertical direction by means of fall pipe angle adjusting means. The invention also relates to a method for depositing rocks from a vessel at a precisely 10 defined location on the bottom of a water mass to be performed with the device. CCY)",2012,E02D  27/52; Y02E  10/727; B63B  35/30; B63B  27/28; B63B  27/34; B63B  35/44; E02D   3/08; E02D  31/00; E02D  15/10; B63B  35/306; E02D  29/09
375257482,PT20020026383T,BARGE FOR THE TRANSPORT OF OFFSHORE WIND TURBINES,NULL,2002,F03D  13/40; F03D   1/00; E02B2017/0091; F05B2240/95; Y02E  10/727
375257792,PT20090180845T,METHOD FOR CONSTRUCTING A FOUNDATION FOR A WIND POWER GENERATION SYSTEM,NULL,2009,E02B2017/0091; F03D  13/22; Y02E  10/727; B63B  21/26; F03D   1/00; F05B2240/95
375267195,CN201210173426,Offshore wind power submersible foundation structure and complete fan installation construction method thereof,"The invention discloses an offshore wind power submersible foundation structure and a complete fan installation construction method thereof. The foundation structure comprises a main foundation body which is sealed and hollow and is connected with a transitional connecting segment, wherein the center of the main foundation body is provided with an anchor chain channel; and an anchor chain of which one end is fixed on the top of the main foundation body and the other end is connected to an anchor body is penetrated in the anchor chain channel. The construction method comprises the following steps of: installing the anchor body and transporting the main foundation body of a preliminarily-installed complete fan to a construction field; connecting the anchor body and the main foundation body through the anchor chain; injecting water to the main foundation body until the main foundation body sinks to the design depth, taking the anchor chain out of the top of the anchor chain channel until the anchor chain is in a preliminary tensioning state, and fixing the anchor chain; and introducing gas to the main foundation body to replace water in the main foundation body, and sealing the main foundation body after the whole buoyancy of the main foundation body is up to a design value. According to the offshore wind power submersible foundation structure and the complete fan installation construction method thereof, core technology principle is clear, the operation of the foundation structure is reliable and stable, material cost is low, construction is simple and rapid, construction equipment is few, construction cost is low and comprehensive cost is saved.",2012,E02D  27/52; E02D  27/42; E02D  27/50
375267985,CN201210152773,Tower frame of wind turbine generator set,"The invention relates to a tower frame of a wind turbine generator set. Three layers of anticorrosion coatings, namely an epoxy zinc-rich primer layer (10), an epoxy micaceous iron oxide paint layer (20) and a modified polyurethane finishing paint layer (30), are respectively coated on the inner surface and the outer surface of a tower frame base ring (1), the inner wall and the outer wall of a tower drum (2), a ladder (31), a tower frame platform (41), a fence (5), a basic ring flange (61) and the side surface of a tower drum flange (62), a zinc coating (40) after hot-dip galvanizing treatment is respectively coated on the ladder (31) in the tower drum and another tower frame platform (42) in the tower drum, a zinc spraying layer (50) after electric arc thermal spraying zinc treatment is respectively coated on the flange surfaces of the basic ring flange (61) and the tower drum flange (62), and an environment-friendly chromium-free dacromet coating (60) is respectively coated on bolts (71) and (72). Therefore, through the tower frame of a wind turbine generator set, disclosed by the invention, a requirement that the service life of an anticorrosion protection unit of a steel structure of the wind turbine generator set under ocean intertidal zone weather is 20 years is met.",2012,F03D  13/25; Y02E  10/727
375276399,CN201080047198,Wind generator with water float sail,"The invention relates to a wind generator with water float sails, including a pond or a circular water tank containing liquid, a water float running system which can rotate in the liquid of the pond or the circular water tank under the drive of wind and which includes a water float running platform and several sails, a location system which can locate the water float running system in the pond or the circular water tank and make it rotate within a predetermined range, a brake system which can stop the rotation of the water float running system, and a generator system which can transform the energy produced by the water float running system into electric power output. The wind generator with the water float sails of the present invention has a structure advantage of ''top-light''. With the strong capability of capturing wind energy of ramjet airfoil sails, the water float running system may float in the pond or the circular water tank and rotate to produce large kinetic energy, so as to make the wind generator with the water float sails with low cost and with a high unit generation power.",2010,F03D   5/00; F05B2240/511; F05B2240/93; F03D   3/065; F03D   5/04; F05B2260/902; Y02E  10/70; Y02E  10/74; Y02P  70/523; F05B2260/406
375288332,GB20120013488,An assembly having a control device with racks for controlling the angular position of pivotally-mounted blades in a turbine engine,"The invention relates to an assembly, in a turbine machine, for controlling a plurality of toothed pivoting blades (30), said assembly comprising an actuation gear (40) for controlling the position of the vanes. Racks (50), mounted on the gear, each have teeth engaged with the teeth of one of the vanes so as to place the latter in a selected angular position, said racks being kept in the radial direction by a radial positioning means (70) that is attached to the vane. Each rack is mounted onto the gear by means of a plurality of guides (62A, 62B) that are placed along the circumference of the gear, said guides linking the movements of the rack and the gear in the circumferential direction.",2011,B64C  11/32; F04D  29/36; B64C  11/48; B64D2027/026; F04D  29/362; B63H   3/002; F03D   7/0224; F05D2260/74
375288351,GB20120014084,An arrangement and a method in connection with a floating wind turbine,"The present invention relates to a floating wind turbine (1), comprising a rotor (3), an upper column (5) connected to the rotor (3), and a stabilizer tank (4) disposed between the upper column (5) and a lower column (6), and an anchor (7) rotatably connected to the lower column (6), the stabilizer tank (4) having its centre of buoyancy eccentrically arranged in relation to a longitudinal centre axis through the upper (5) and the lower (6) column. The invention also relates to a method for the mounting and installation of a floating wind turbine (1).",2011,F03D  13/10; F03D  13/25; F03D  13/22; Y02E  10/727; F05B2240/93; F03D   1/00; F03D  11/04; F05B2240/95
375299576,US201013513090,Butt-welded joint and method for manufacturing same,"A butt-welded joint includes a pair of steel plates, a first weld metal that is formed at a butting portion of the pair of steel plates from a side of a first surface of the butt-welded joint to a side of a second surface opposite the first surface by irradiation of a first high-energy density beam from the side of the first surface, and a second weld metal that is formed by irradiation of a second high-energy density beam to cover an end surface of the first weld metal at the side of the first surface side of the first weld metal. A width W1 of the first weld metal on the first surface and a width W2 of the second weld metal on the first surface satisfy an equation 1.2@W2/W1@3.5, and a depth of the second weld metal from the first surface is 2.0 mm to 10.0 mm.",2010,F03D  13/25; Y10T 403/477; B23K  15/06; B23K2101/18; Y10T 403/478; B23K2103/04; B23K  15/0006; B23K  15/006; B23K2101/06; B23K  15/00
375460277,DE20111016141,"Wind turbine for converting kinetic energy of wind flow into electrical energy, has wing projection, where flow at projection is divided into unbraked air flow and another airflow so that annular turbulence is produced at rear edge","The turbine (1) has a stator ring (32) received by a stator part (22). A rotor ring (33) is received by a rotor part (23). Rotor blades (30) are arranged on an outer side of a jet body (2). An incident flow (f) at a wing projection (200) of an annular wing profile (20) is divided into unbraked air flow, which crosses the body from inside, and another airflow circulating around the body from outside so that an annular turbulence is produced at a wing rear edge (202). The turbulence is turned away in a direction of the projection and a suction side of the blades about a rotational axis (x).",2011,F05B2240/133; Y02E  10/721; F03D   1/04; F05B2250/501; B63H   1/265; F03D   9/00; F03D   1/0625
375542319,JP20110550581,????????????,NULL,2010,B63B  35/00; F03D  11/04; F03D  13/10; Y02E  10/723; Y02E  10/727; B63B  21/00; F03D   9/00; B63B  39/06; F05B2240/95; B63B  21/50; B63B  35/44; F05B2240/96; B63B   1/107; F03D   7/0204; F03D  13/25; F05B2240/93; B63B2001/128; B63B2035/446
375546480,DE201120100479U,Schwimmf‰higes Windkraftsystem,"Schwimmf‰higes Windkraftsystem (1), umfassend: einen schwimmf‰higen Kˆrper (4); mindestens zwei Windkraftanlagen (2) zur Gewinnung von elektrischem Strom aus Windenergie, die auf dem schwimmf‰higen Kˆrper (4) angeordnet sind; und mindestens eine Haltevorrichtung (5), die an dem schwimmf‰higen Kˆrper angebracht ist, um eine Position und/oder eine Ausrichtung des schwimmmf‰higen Windkraftsystems (1) wahlweise zu befestigen, zu lockern und/oder zu lˆsen, so dass die Haltevorrichtung (5) einen vorbestimmten einstellbaren Bereich auf der Wasseroberfl‰che (6) definiert, in dem das schwimmf‰hige Windkraftsystem (1) treiben und/oder befestigt werden kann.",2011,Y02E  10/727; F03D  11/04; F05B2240/95; F05B2240/93; F05B2260/30; F03D  13/25
375555225,RU20100154516,WIND TURBINE,"FIELD: power engineering.SUBSTANCE: wind turbine with a vertical axis comprising an electric generator, a support tower, at least one wing installed as capable of rotation relative to the support tower. The electric generator includes rotor and stator units. The rotor unit is arranged radially outside from the stator one. At least one wing is attached to the rotor unit so that rotation of the wing relative to the support tower causes rotation of the rotor unit relative to the stator one. The stator unit is an element of tower design and forms a part of the passage through the support tower.EFFECT: invention provides for higher stability, simplifies design and facilitates access for maintenance and repair.",2009,F05B2230/80; H02K   7/1823; F03D   3/065; F03D  80/50; F05B2240/212; Y02E  10/74; F03D   3/00; F03D   3/061; F03D   9/25; F05B2240/50; F03D   3/005; F03D   3/06; F03D  80/70; Y02P  70/523; F03D   3/062; F03D   3/064; F05B2240/211; F05B2240/95; F05B2220/7068
375628463,KR20110008142,Tidal power generation device,"PURPOSE: A floating tide power generation system is provided to install a tie power generator with a optimized depth for generating electricity, and to easily move a floating member. CONSTITUTION: A floating tide power generation system comprises a floating member(1), an upper pipe(10), and a lower pipe(20). A lower gear(22) is formed on a middle outer diameter of the lower pipe. A lower driving gear(24) interlocking with the lower gear installs a height control motor inside the floating member. A plurality of tide power generators(43) is connected to both sides of connecting pipe(40) by a connection bar(42). An installation height of the tide power generator is adjusted while the connection bar moves up and down.",2011,Y02E  10/20; F03B  13/18; F03B  13/26; F03B  13/264; F05B2220/7068; Y02E  10/38; F03B  15/08; F03B  17/02; F03D   9/008; Y02E  10/28
375636296,US201213435557,"Offshore station, foundation for an offshore station, and method for building an offshore station","An offshore wind power station has a floatable foundation that can be sunk by flooding a hollow chamber, and a superstructure on which functional units of the station are arranged. The foundation includes a base that projects from the water surface in the sunk state of the foundation and on which the superstructure can be mounted. A floodable floating device surrounds the base in the shape of a ring. In a method for building an offshore station a floatable foundation is prefabricated in a harbor zone, is towed to a mounting location and sunk, whereupon the station is completed with a superstructure and functional units at the mounting location.",2012,E02B  17/025; E02D  27/50; F03D  13/22; E02B2017/0065; E02D  27/425; E02D  27/52; F05B2240/95; E02B  17/0017; E02B  17/02; E02D  27/42; Y02E  10/727; E02B2017/0078; E02B2017/0091; E02B2017/0086; F03D  13/10
375653172,EP20120186134,Wind turbine installation method and wind turbine assembly suitable for use in said method,"A method of installing an offshore wind turbine provides an upper assembly (1) including a generator (3) supported on a column and having a drive axis and a hub (7). At least three rotor blades (8,9,10) are connected to the hub. On shore, the generator (3) is connected to a column upper part and one rotor blade (10) is fixed to the hub (7) in an operational position. Two rotor blades (8,9) are on shore connected to the hub (7) via a hinge connection (13,14) and are placed in a transport position. The upper assembly (1) is sailed on a barge to a foundation (23) at an offshore installation site and is lifted onto the foundation. By rotation of the hub (7) the flanges of the rotor blades (8,9) are aligned with the flanges of the hub and are interconnected while the hinging rotor blades (8,9) each time extend in a vertically downward direction.",2012,F05B2230/6102; Y02P  70/523; F03D   1/06; F05B2240/95; F03D  13/10; F03D  13/40; Y02E  10/721; F03D   1/00; F03D   1/0658; Y02E  10/727; Y02E  10/726
375711202,NL20122009028,"OFF-SHORE INSTALLATION VESSEL, METHOD OF OPERATING AN OFF-SHORE INSTALLATION VESSEL.",NULL,2012,B63B  43/06; B63B2043/047; Y02E  10/727; B63B   1/04; B63B  27/10; B63B  35/003; B63B  43/04
375718122,KR20127014119,BUTT WELD JOINT AND METHOD FOR MANUFACTURING SAME,NULL,2010,B23K2103/04; Y10T 403/478; B23K  15/00; B23K  15/06; B23K  26/20; B23K  15/0006; B23K  15/006; F03D  13/25; B23K2101/06; Y10T 403/477; B23K2101/18
375726036,KR20110142806,"OFFSHORE WIND TURBINE STRUCTURE USING STEEL PIPE PILE FOUNDATION AND PREFABRICATED STRUCTURE, AND CONSTRUCTING METHOD FOR THE SAME","PURPOSE: An offshore wind power structure having a steel pipe foundation and a construction method thereof are provided to be reused by easily replacing a nacelle while applying a concrete tower structure. CONSTITUTION: An offshore wind power structure having a steel pipe foundation comprises a steel pipe pile(140), a foundation connection(150), a tower(110), berthing and inspection facilities(160), and a apparatus for connecting a steel pipe pile. The steel pipe pile is fixed under the sea. The foundation connection is precast, and connected to an upper part of the steel pipe pile. The foundation connection comprises a concrete spread foundation, a tower foundation, a steel pipe pile foundation, and a work hole. The tower foundation is installed in the center of the concrete spread foundation. The steel pipe pile foundation is connected to a lower part of the concrete spread foundation. The work hole is penetrated through the concrete spread foundation.",2011,E02D  27/425; E04H  12/34; E02D2300/0034; E02D  13/04; E04H  12/00; E02D  27/52; Y02E  10/72; E02D   5/285; E02D   7/18; E02D  27/00; E02D  29/06
375726098,KR20110134709,Electricity Generation System use of Wave Height,"PURPOSE: A power generation system using wave heights is provided to generate unlimited energy by applying power generated by height difference to a gear. CONSTITUTION: A power generation system using wave heights comprises a wire connecting pillar(4), a floating body(1), a wire(5), a gear(6), a spur gear(7), a pinion, a rack gear(9), a connecting rod(10), a crank shaft(11), a fly wheel(12), and a power generator. The wire connecting pillar fixes the floating body to the surface of the sea. The wire connecting pillar connects a pillar(2) and a wire. The wire connecting pillar is installed in the floating body. The wire delivers power generated by the height difference of wave. The gear is applied with the power from the wire. The spur gear, the pinion gear, and the rack gear convert 'the power delivered to gear' into oscillation. The connecting rod and the crank shaft convert a rotational motion into a reciprocating motion. The fly wheel accumulates rotational force. The power generator generates electricity by the rotational force.",2011,F05B2260/40; F03D   9/00; F03D  11/02; F05B2220/706; F03B  13/16; Y02E  10/72; F03B  13/12; Y02E  10/38
375726918,KR20120012008,APPARATUS AND METHOD FOR INSTALLING SUB-STRUCTURE OF OCEAN TIDAL CURRENT POWER OR OFFSHORE WIND POWER TURBINES,PURPOSE: An underwater apparatus for installing a foundation structure of a generator for generating power using wind and tidal currents and an installation method of a foundation structure using the same are provided to stably balance a foundation structure even if a seafloor is uneven. CONSTITUTION: An installation method of a foundation structure using an underwater apparatus for installing a foundation structure of a generator for generating power using wind and tidal currents is as follows. An underwater installation system(1) is coupled to a foundation structure(100). The foundation structure is arranged on a seafloor. The foundation structure is balanced by expanding and contracting balancing jack devices(13). A cylindrical structure is formed between the bottom surfaces of masses(103) and the seafloor by injecting a grout material into an expansion member and expanding the expansion member. A column-shaped support structure is formed by filling the center space of the cylindrical structure with a grout material.,2012,Y02E  10/28; E02D  27/32; E02D  27/52; E02D2200/15; E02D2200/1678; Y02E  10/70; E02B   9/08
375792555,CN201210230471,Connecting method of spud leg and pile shoe of windmill mounting ship,"The invention relates to a connecting method of a spud leg and a pile shoe of a windmill mounting ship. The method comprises the following steps: 1) tapping external threads on the part screwed in the pile shoe of the spud leg, and tapping internal threads in the pile shoe, wherein the spud leg is tubular and the wall thickness of the spud leg is 100m,; 2) manufacturing a special rotary work table for lifting the pile shoe, wherein the rotary work table is composed of a rotary rotor and a base, the base is fixed, the rotary rotor rotates, and the rotary rotor is in threaded connection with the base; 3) arranging the pile shoe on the rotary work table to realize the threaded connection of the spud leg and the pile shoe; and 4) welding the interface of the pile shoe and the spud leg after realizing the threaded connection of the spud leg and the pile shoe to reinforce the connecting quality and guarantee the connecting property of the spud leg and the pile shoe. The connecting method provided by the invention has the advantages of realizing the position adjustment of the pile shoe of the windmill mounting ship during the building process, being convenient for installation, and the like.",2012,E02D  27/52; E02B  17/02; E02D   5/72; E02D   7/22; E02D   7/00; E02D   5/52
375793000,CN201210172216,In-situ submarine natural gas hydrate exploiting device and method thereof,"The invention relates to an in-situ submarine natural gas hydrate exploiting device and a method thereof, and belongs to the technical field of exploitation of natural gas hydrates. The exploiting device comprises a solar and wind power generating system, a rotary telescopic water gun, an insulating pipeline, a conveying pipeline, a sleeve pipe, an ocean platform, a sea water pump, an electric heater, a CO2 liquid storing tank, a decomposition accelerator storing tank, a high-pressure pump, a pressure gauge, a filtering device, a water storing tank, a gas-liquid separator and a gas recovering device. A thermal activation method and a chemical reagent catalyzing method are utilized to trigger a decomposition reaction of the natural gas hydrate, and then the high-pressure CO2 jetting technology is utilized to enable the natural gas hydrate to be cut while a substitution reaction occurs. According to the invention, the natural gas hydrate is exploited by fully utilizing rich solar power and wind power in ocean areas, so that the effects of cleaning and environmental protection are realized; the thermal activation method and the chemical reagent catalyzing method are matched with the CO2 substitution method, and therefore the exploitation rate is improved, the dosage of a chemical reagent is reduced, the stability of submarine geology is protected effectively, and meanwhile the greenhouse gas is treated to a certain extent.",2012,E21B2043/0115; F03D   9/11; H02S  10/12; H02J   7/00; Y02P  90/70; E21B  43/00; E21B  43/01; E21B  43/22; E21B  43/24; E21B  43/34; E21B  43/16; Y02E  10/72; Y02P  80/158
375793279,CN201210234872,Vertical-axis super-large wind turbine generator system structure with double struts and water-floating boats,"The invention relates to a vertical-axis super-large wind turbine generator system structure with double struts and water-floating boats, belonging to the technical field of super-large wind power generation. According to the technical scheme, the vertical-axis super-large wind turbine generator system structure with double struts and water-floating boats comprises a vertical-axis windmill, water-floating annular boats (5), an annular water groove (6) and wind turbines (9), wherein a plurality of the water-floating annular boats are connected by bottomless-boat type connection plates to form a water-floating annular boat, a vertical blade and the single water-floating annular boat are arranged in pairs, and the water-floating annular boat runs in the middle of the annular water groove; and the rotation of the blade of the vertical-axis windmill is supported by the water-floating annular boat. An upper flange and a lower flange of the centre shaft of the vertical-axis windmill are axially connected with the struts on the blade so as to ensure the verticality of the centre shaft during the running of the windmill; and the lifting-force windmill and the water-floating annular boat in the scheme have an upward-lifting force during the rapid rotation of the windmill, thus reducing the resistance of the boat in water; and the centre shaft of the vertical-axis windmill is connected with the wind turbines, and thus the vertical-axis wind turbines can be produced into the a megawatt-scale super-large wind turbine generator system.",2012,F03D   9/25; B63B  35/00; F03D   3/06; F03D  13/20; Y02E  10/727; Y02E  10/74
375793286,CN201210187130,Installation device for offshore wind generating set,"The invention discloses an installation device for an offshore wind generating set. The installation device comprises a positioning mechanism, a fan, a six-dimensional parallel mechanism, a tower pedestal platform and a crane ship; the six-dimensional parallel mechanism is fixed on the tower pedestal platform through the positioning mechanism; the fan penetrates through the six-dimensional parallel mechanism and is fixed through the six-dimensional parallel mechanism; and the crane ship is connected with a fixing mechanism. The six-dimensional parallel mechanism with three working units is adopted in the installation device and does not have a working dead angle, so that deflection of positive deviation and negative deviation of a fan tower cylinder can be realized, and bolt holes in a bolt hole cylinder tower pedestal on fan tower cylinder flanges are quickly aligned. The six-dimensional parallel mechanism can play a role in buffering when the fan tower cylinder declines, so that collision impact between the fan tower cylinder and the tower pedestal is reduced. The six-dimensional parallel mechanism has a series of advantages of high rigidity, high speed, high bearing capacity, small errors, high precision, good power performance and the like and is easy to control, so that positioning and buffering integration of the fan tower cylinder can be realized, and the manufacturing cost is greatly reduced.",2012,F03D  13/25; Y02P  70/523; B23P  21/00; Y02E  10/727
375794678,CN201210178799,Offshore wind turbine state monitoring system and method based on wireless sensor network,"The invention discloses an offshore wind turbine state monitoring system based on a wireless sensor network. The offshore wind turbine state monitoring system comprises a plurality of state monitoring sensor nodes which are used for acquiring and processing information and transferring the information to cluster head sensor nodes, a plurality of the cluster head sensor nodes which are used for acquiring and processing the information transmitted by all the state monitoring sensor nodes in a cluster and transferring the information to a master control center and the master control center which is arranged at the bottom of a tower tube of a wind turbine, wherein the plurality of the state monitoring sensor nodes are respectively arranged on blades, a transmission system and the tower tube of the wind turbine; and the plurality of the cluster head sensor nodes are respectively arranged on a wheel hub, an engine room deck and the joints of all the sections of the tower tube of the wind turbine. The system has the advantages of convenience and quickness in layout, comprehensive monitoring, high-efficient communication and the like, and can facilitate fault early warning and service life prediction of the offshore wind turbine under the unattended situation, be conductive to providing a scientific basis for preventive maintenance of the wind turbine, reduce the fault incidence rate and further reduce the maintenance cost of the wind turbine.",2012,G01M  15/00; G01M  13/00; G01M  13/02
375802307,CN201080049753,Offshore wind turbine installation,"An offshore wind turbine installation vessel (1) for installation of an offshore wind turbine (500), wherein the wind turbine is of the type to be installed on a foundation (600) that is installed on the seabed prior to the installation of the wind turbine on the foundation, wherein the wind turbine is of the type with a vertical mast (501) to be fitted with its lower end onto the foundation, and with a nacelle with a hub and blades supported on top of said mast, wherein said vessel comprises: - a hull (1a, 1b); preferably a non-jack-up type floating hull; preferably a self-propelled floating hull; - a crane structure (200) extending upward from said hull; wherein the crane structure is provided with a hoisting device having one or more wind turbine suspension elements (400) and a wind turbine engagement device (450) supported by said one or more suspension elements and adapted to engage with said wind turbine, said hoisting device being adapted to support and to raise and lower in controllable manner at least the mast of the wind turbine while in vertical orientation; preferably with the nacelle and preferably also with the hub and blades fitted on top of the mast.",2010,B63B   1/107; B63B  27/16; B63B  43/08; B63B  27/10; Y02E  10/727; B63B  39/02; B63B  35/003; B66C  23/52; B63B  35/00; B66C  23/185
375817338,CN201220062569U,Floating shaftless annular vertical blade wind turbine,"The utility model belongs to the technical field of wind energy generation, and particularly relates to a floating shaftless annular vertical blade wind turbine, which is characterized in that an annular groove is arranged on a base, and the bottom annular rotating body of the wind turbine is in movable fit with and matched with the inner cavity of the annular groove; arc blades are vertically and fixedly connected with the upper side surface of the bottom annular rotating body of the wind turbine, are uniformly distributed, and are in equidirectional central symmetry; and the outer edge or the inner edge of the annular rotating body is connected with a transmission gear and engaged and linked with the gear of the wind turbine set through the transmission gear. The utility model has the advantages that by adopting the half-floating structural design of the annular rotating body, the motion reactive loss is less; as the blades adopt the arc design and are in equidirectional central symmetry on the annular rotating body, the wind resources in different wind directions, on different planes and within different heights ranging from hundreds of meters to thousands of meters, can be simultaneously collected and utilized, and the single machine capacity can reach more than 10 thousands, millions even 10 millions of KW; and the wind turbine has big mass and inertia, and low difficulty in achieving the direct grid-connecting technology with the output power of 50 Hz frequency.",2012,F03D   5/04; Y02E  10/70
375826864,US201113073784,Portable sail for paddle-type vessels,"A removable sail for a paddle-style boat, such as a kayak preferably takes the form of a fast deploying down-wind sail attachable to a deck of the kayak. The sail includes a curved, but non-circular shaped flexible material coupled to a collapsible, continuous frame member, for example the frame member may be sewn into a channel made by the material. When mounted to the deck of the boat, the sail may be arranged in a deployed or a stowed configuration, the latter being deployable on the fly in that the sail can be quickly sprung into the deployable configuration. The non-circular shape of the sail cooperates with a hull shape of the boat while providing a sufficient surface area for capturing wind energy. The sail may also include a transparent region that helps prevent excessive amounts of spray from striking the paddler and yet still provides an adequate viewing range.",2011,B63B  34/26; B63H   9/06; B63B   7/085; B63H   9/08; B63B   7/08; B63H   9/04; B63B  34/20; B63B  35/00; B63B  35/71; B63B2241/02
375835466,EP20120382359,Floating offshore wind turbine with tuned mass dampers,"A floating offshore wind turbine comprises a rotor with a plurality of blades, a nacelle and a nacelle support structure having a central longitudinal axis. A plurality of tuned mass damping configurations is arranged around the central longitudinal axis of the nacelle support structure to dampen vibrations in all 6 degrees of freedom.",2012,E04B   1/98; F03D  13/25; F03D  80/00; F05B2240/93; Y02E  10/726; B63B  21/502; B63B2035/446; Y02E  10/727; B63B  39/00; F03D  11/00; B63B  39/005; E02B  17/0004; E02B2017/0091; F05B2250/33; F05B2260/96
375847275,TW20110133276,Method of balancing a rotary body,"The present invention concerns a Magnus rotor having a cylindrical rotary body for converting wind power into a propulsion force utilising the Magnus effect. The Magnus rotor includes an axis of rotation, around which the rotary body rotates, and a carrier on which the rotary body is mounted and a rotary body which has means for stiffening the rotary body, wherein the rotary body is adapted to mount balancing weights in at least two planes spaced from each other in the axial direction perpendicularly to the axis of rotation of the rotary body. The invention further concerns a method of balancing a rotary body according to the invention, wherein the rotary body is rotated by means of a drive motor in the interior of the Magnus rotor. Unbalances of a rotary body of the Magnus rotor are detected in at least two axially displaced planes perpendicularly to the axis of rotation of the rotary body and corresponding balancing weights are fitted to stiffening means in the respective planes.",2011,F03D   3/005; Y10T  29/49316; F03D  13/35; Y02T  70/58; G01M   1/30; G01M   1/14; F03D   3/067; F03D   7/0296; B63H   9/02
375858881,EP20120765687,WIND POWER PLANT,"The invention relates to the field of small-scale power generation and can be used to produce wind farms. The wind power plant comprises blades mounted on an annular pontoon. The pontoon is rotatable about a vertical axis. An energy converter, capable of converting rotational energy, is situated on a platform that is encircled by the annular pontoon. A kinematic mechanism is designed so as to be capable of transmitting the rotational energy of the annular pontoon to the receiving unit of the energy converter. The floating platform is equipped with positioning means that include at least six anchors located on the bottom of a body of water. The anchors are connected to the platform by flexible members and are offset in a direction opposite to the direction of rotation of the annular pontoon relative to the point at which the flexible member is attached to the platform. The technical result is an increase in the number of places where the wind power plants can be installed and an increase in electric power generation.",2012,B63B  21/50; B63B2241/08; F03D   3/005; Y02E  10/727; Y02E  10/74; F03D  13/25; F05B2240/93; F03D   3/067; B63B  35/44; F03D   3/00; F03D   3/06; B63B2035/446
375901468,DE20111055524,"Energy storage system for coal and nuclear power plant, has upper reservoir and lower reservoir that are provided at upper and lower ends of lifting device so as to retain uncoupled lifting portion",The system has a lifting device (2) that is used for lowering and raising the lifting portion (1). The upper reservoir (12b) and lower reservoir (12a) are provided at upper and lower ends of the lifting device so as to retain uncoupled lifting portion. A motor (7) is arranged at lower end of lower reservoir. A belt (3) is passed through the upper roller (4a) and lower roller (4b) of the lifting device. An independent claim is included for method for storing energy.,2011,F05B2260/42; F03B  17/02; F05B2240/95; Y02E  10/20; F03B  17/025; F03D   9/13; F03D  13/25; Y02E  60/16; Y02E  10/72
375905189,RU20110107315,PLANETARY GEAR OF SAIL PLANT,"FIELD: mechanics.SUBSTANCE: planetary gear of a sail plant includes main axis (1), the first drive and working part (3) of the sail plant. In addition, the first drive includes rotary frame (21) with several ribs (211), transmission gear (23) installed on the rib, a secured pinion gear installed on the main axis and engaged with the transmission gear, and rotary pinion gear (24) arranged on the edge of the rotary frame and engaged with the transmission gear. Working part (3) of the sail plant includes one rotation axis (31), and the above rotation axis is arranged on the edge of rotary frame (21), a frame for the sail shields, a base changing assembly, a movable rod, a retractable shield and several shields of the sail when the working part of the sail plant rotates about the main axis; the rotary pinion gear and the working part of the sail plant are brought into rotation as well. The rotary gear is rolled around the secured pinion gear to different sides.EFFECT: improvement of a sail plant.9 cl, 21 dwg",2011,B63H   9/06; F03D   3/068; F03D   3/062; F05B2240/311; F03D   3/005; F03D   7/06; F05B2240/302; F05B2260/4031; F03D  15/00; B63H   9/00; F03D   3/06; Y02E  10/74
375939791,NO20110000369,Offshorefundament for installasjon pa havbunnen samt fremgangsmate for installasjon av offshorefundamentet,NULL,2011,E02B  17/02; E02B2017/0091; F05B2240/95; E02D  27/425; E02B2017/0065; E02B2017/0073; F03D  11/04; E02D  27/42; F03D  13/22; Y02E  10/727
375949520,CN201210230473,Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way,"The invention discloses a method for hoisting the pile legs of a self-elevating wind turbine installation vessel in a turn-over way, being applicable for the hoisting of the pile legs of a large self-elevating marine platform, wherein permanent lugs are welded on the top end of the main board of each pile leg during the hoisting process; a self-rotation type davit is inserted into each pile leg pin hole; the pile legs are hoisted, turned over and moved to installation locations; and the installation is carried out after the self-rotation type davit is removed. The method for hoisting the pile legs of the self-elevating wind turbine installation vessel in the turn-over way has high working efficiency and high installation quality of the pile legs, saves cost and is of strong operability and applicability, thereby being capable of being applied to the hoisting of the large self-elevating marine platform.",2012,E02D   7/00
375949532,CN201210225482,Telescopic damping device and marine floating type fan base,"The invention provides a telescopic damping device used for a marine floating type fan base, and the marine floating type fan base containing the telescopic damping device. The telescopic damping device comprises a damping disk and a telescopic main beam connected with the upper side of the damping disk, wherein a tuned mass damper structure is arranged in the telescopic main beam. The motion range of the whole floating type fan can be obviously decreased. Additionally, fewer investments and a remarkable effect are realized, and the telescopic damping device and the marine floating type fan base can be used for supporting the normal operation of large megawatt-level marine wind turbines.",2012,E02D  27/44; B63B  35/44
375949963,CN201210234873,Vertical blade floating windmill tooth-jointed super-huge type wind generating set,"The invention relates to a vertical blade floating windmill tooth-jointed huge wind generating set, and belongs to the technical field of huge type wind generation. The invention adopts the technical scheme that the wind generating set comprises vertical dual blades (1), an annular water channel (10), a trapezoid water wheel (14), a windmill huge type gear (3), cross-shaped gears (4), a transmission shaft gear and disc type wind driven generators (11). According to the invention, the vertical dual blades can generate upward force to enable windmill water wheels to float on the water, so that the water resistance is reduced; the bottom parts of the vertical dual blades are connected at two ends of a cross beam; and the middle part of the cross beam is erected over the trapezoid water wheels to form a suspension structure. As wide pitch windmill super-huge gears with more than 100m of perimeter are mounted and meshed with multiple cross-shaped gears, the disc type wind driven generators are driven to rotate and generate electricity, and the floating windmill structure is formed. The wind generating set solves the problems that the existing floating huge type vertical blade has heavy weight and large water resistance, and the structure support for the independent blades with high altitude is unreasonable, easily damaged by wind and difficult to mesh.",2012,F03D   3/06; F03D  15/10; F03D   9/25; Y02E  10/74
375954902,CN201080013029,Device of power plant,"It referred to a device of a power plant for the production of useful energy in the waves by the use of float devices the motion of which are used to power generator to produce energy for further exploitation, and means of conveyance of energy to further use, and it is characterized by a rig that is directed to float in the sea by means of a float supporting construction with the floats in the water line so that these may be affected by wave motion in the sea, and where the floats are arranged in a ring shape around the rig's circumference with spacing between the floats, which floats independently of each other are oriented to engage their respective generators via a transmission system, and the rig is anchored to the seabed via a cable: A float construction is also discussed.",2010,E02B   9/08; F03D   9/00; Y02E  10/725; F03B  13/1845; Y10T 428/13; F03D   9/008; F03B  13/14; F03B  13/18; F03B  13/20; Y02E  10/38
375963310,CN201220056882U,Wind wave power generation wheel,"The utility model relates to a wind wave power generation wheel which comprises an upper cabin and a lower cabin which are vertically adjacent to each other. A rotating vertical shaft is installed at the centers of the two cabins in penetrating mode, the upper end of the rotating vertical shaft extends out of the upper cabin, an umbrella-shaped impeller composed of a plurality of angle-adjustable blades is installed at the upper end of the rotating vertical shaft, a track plate is installed on the rotating vertical shaft between the umbrella-shaped impeller and the upper cabin through a bearing, the circumference of the track plate is connected with an oil pressure pump arranged in the lower cabin in dynamic mode through a plurality of oil pressure ejector rods which are symmetrically arranged, the lower end of the rotating vertical shaft passes through an accelerating chamber and then is connected with an input shaft of a motor through the conical gear unit, an output end of the motor is connected onto a cross arm of an external electric pole through an electric disc. The wind wave power generation wheel is compact in structure, small in investment, high in reliability and capable of generating power through sea wind or wave, can stop or operate on the sea, supplies power for peripheral facilities when stopped, and only uses the generated power in sailing, and a plurality of devices can be combined for use so as to perform test work of restraining tsunami and dissipating typhoon.",2012,F03D   3/00; H02K   7/18; Y02E  10/223; F03B  13/22; Y02E  10/38; Y02E  10/727; Y02E  10/74; F03B   3/00; F03D   9/25; Y02P  80/158; F03D  13/25
375963317,CN201120537920U,Novel wind driven generator tower,"The utility model relates to a novel wind driven generator tower. The technical key point is that the novel wind driven generator tower comprises four bases, wherein a plurality of supporting columns for supporting a wind driven generator set are arranged on the bases; a plurality of reinforcement connecting rods are arranged between two supporting columns; the four supporting columns are formed by connecting a plurality of sections of supporting connecting rods through bolts; every two supporting columns form a splay shape on corresponding bases; and every two reinforcement connecting rods are crossed. According to the tower, each supporting column corresponds to each base; therefore, a relatively large base is not required, and the production cost of the base can be reduced; furthermore, the windward side of each supporting column for a tower body is small, so the tower body is relatively firm and blown down difficult; and the reinforcement connecting rods are arranged between the supporting columns, so that the tower body is relatively firm.",2011,Y02E  10/727; Y02P  70/523; F03D  13/25
375963318,CN201120570496U,Marine wind generation wind vibration preventing device,"The utility model relates to the field of ship structures, in particular to a ship wind tower structure. The marine blower structure includes a blower cylinder, wherein a wind vibration preventing device is mounted on the blower cylinder and a plurality of spoilers of the wind vibration preventing device are uniformly distributed along the circular cross section of the blower cylinder, and each spoiler is spirally arranged along the height direction of the blower cylinder. By adopting the device, Karman Vortex can be satisfactorily removed, so as to remove the vibration caused by the Karman Vortex, reduce the risks of damaging the blower cylinder, the blower foundation and the blower mechanical equipment of the blower equipment caused by the wind vibration, and improve the service life of the blower.",2011,F03D  80/00; F16L  55/04; Y02E  10/722
375963326,CN201220115594U,Seaborne wind driven generator basis with sinking base plate and supporting piles,"The utility model discloses a seaborne wind driven generator basis with a sinking base plate and supporting piles. The seaborne wind driven generator basis comprises a basic body on which a wind driven generator is arranged and a plurality of supporting fixed piles for supporting the basic body, wherein the basic body comprises the sinking base plate, hollow vertical columns and a top platform; the sinking base plate and the top platform are inversely buckled flat regular polygonal boxes with lower openings; the hollow vertical columns are positioned at corners of the regular polygonal boxes of the sinking base plate and the top platform; and the supporting fixed piles inserted into the sea floor are arranged in holes of the hollow vertical columns. The seaborne wind driven generator basis can bear a seaborne strong wind load, seawater corrosion and wave impact; the problems of unstable basis and downwards settlement which are caused by low bearing capacity of soft earth basis are solved; and the wind driven generator is high in basis construction efficiency, low in construction cost, small in investment and short in construction period.",2012,Y02E  10/727; F03D  13/25
375980836,US201213443453,Polyamide-sheathed structural steel tubes for offshore structures,"The foundation structure of an offshore structure, for example of an offshore wind energy system, is composed of steel tubes sheathed by an extruded layer made of a polyamide moulding composition. This simultaneously ensures both good protection from corrosion and good protection from mechanical effects, giving the foundation structure markedly prolonged lifetime.",2012,B29C  48/32; E02D   5/60; E02D  27/42; E02D2300/0006; E02D2300/0026; E02D  27/52
376228126,JP20110046959,SUPPORT STRUCTURE FOR VERTICAL WIND TURBINE,"PROBLEM TO BE SOLVED: To provide a highly durable support structure for a large vertical wind turbine that can endure an impact of an earthquake and wind.SOLUTION: Two wire cables are stretched between two towers, and the wires are nearly orthogonally crossed at a point near the maximum deflection point between the towers. A cable band for tying the two wire cables in a crossed state is provided at the crossing point, and suspension wire ropes hung from the cable band and at least three wire ropes for attitude stabilization with lower ends thereof connected to anchors on the ground are used to place a rotor in a state of being suspended in the air while stabilized in its attitude.",2011,F03D  11/04; Y02E  10/74; F03D   3/06
376272711,FR20120001336,ENSEMBLE D'EOLIENNES OFFSHORES FLOTTANTES RELIEES ENTRE ELLES,"L'invention concerne un ensemble d'Èoliennes offshores flottantes comprenant au moins deux Èoliennes flottantes (1), chacune desdites Èoliennes comprenant des moyens de flottaison (3) ancrÈs sur le fond marin (2), et des moyens de transformation (4 ; 5) de l'Ènergie Èolienne en Ènergie mÈcanique. Au moins deux Èoliennes sont reliÈes par des moyens de liaison (7) desdits moyens de flottaison (3), lesdits moyens de liaison (7) Ètant aptes ‡ gÈnÈrer un moment de renversement au niveau desdits moyens de flottaison (3) de faÁon ‡ maintenir lesdites Èoliennes (1) en position verticale. L'invention concerne Ègalement un procÈdÈ d'installation d'un ensemble d'Èoliennes selon l'invention.",2012,B63B  22/04; F03D  13/22; F05B2240/40; F05B2240/93; F03D  13/25; B63B  35/44; B63B2021/501; Y02E  10/727; B63B  21/50; B63B2035/446; F05B2240/95; F03D  11/04
376272728,FR20120001899,MECANISME DE CONTROLE DE L'INCIDENCE DES PALES D'UN ROTOR FONCTIONNANT DANS UN FLUX TRANSVERSAL DE FLUIDE,"Rotor tournant autour d'un axe principal (1) maintenu par une structure porteuse (5) caractÈrisÈ en ce qu'il comporte sur sa pÈriphÈrie au moins une pale (4) montÈe sur au moins un bras (2), la pale Ètant montÈe pivotante autour d'un axe de rotation (3) parallËle ‡ l'axe principal (1). L'inclinaison de la pale varie selon un certain cycle et dans une gamme d'angle comprise entre - 90∞ et +90∞ par rapport ‡ la direction du flux, gr‚ce ‡ un mÈcanisme synchroniser sur la rotation du rotor, mÈcanisme caractÈrisÈ en ce qu'il comprend un moyen pour gÈnÈrer un mouvement rotatif relatif au niveau de l'axe de rotation (3) et des moyens pour transformer ce mouvement rotatif relatif en un mouvement oscillant permettant de contrÙler l'incidence de la pale.",2012,F03D   3/06; Y02E  10/74; F03D   7/0224; F05B2260/506; B63H   1/10; F03D   3/005; F03D   7/06; F05B2260/79; F05B2260/72; F05B2260/75; F03D   3/068; F03D   7/04
376321786,CN201210103864,"Transport frame for nacelle/rotor hub unit of wind turbine, and method of tansporting and mounting nacelle/rotor hub unit","A transport frame for a nacelle/rotor hub unit of a wind turbine is provided, wherein the unit comprises a wind turbine nacelle and a wind turbine rotor hub mounted to the nacelle, the transport frame comprising a main beam for supporting the weight of the nacelle/rotor hub unit; first and second lateral stabilization elements; a holding fixture for fixing the nacelle/rotor hub unit to the transport frame; a first attachment point for a lifting appliance, the first attachment point being provided at a first end of the main beam; a second attachment point for the lifting appliance, the second attachment point being provided at the first lateral stabilization element; and a third attachment point for the lifting appliance, the third attachment point being provided at the second lateral stabilization element. A method of transporting and mounting the nacelle/rotor hub unit is also provided.",2012,B66C   1/108; Y02E  10/727; Y02P  70/523; B65D  61/00; F03D  13/10; F05B2230/61; F05B2240/95; B65D  85/68; F03D  13/40; Y10T  29/49826
376322006,CN201210216074,Special hold hoop equipment for complete machine installation of marine fan,"The present invention discloses special hold hoop equipment for complete machine installation of a marine fan. The equipment comprises a hold hoop bracket, a hold hoop arranged on the hold hoop bracket, and a hold hoop hydraulic telescopic rod for providing driving force for rotation of the hold hoop. The hold hoop comprises a left hold hoop plate and a right hold hoop plate, wherein the left hold hoop plate and the right hold hoop plate are the semi-circular rings, and form a convolution connection. One end of the left hold hoop plate forms a hinge connection with one end of the right hold hoop plate, and the other end of the left hold hoop plate and the other end of the right hold hoop plate are provided with mutually-matched hold hoop pin locking holes. Outer ring edges of the left hold hoop plate and the right hold hoop plate respectively form hinge connections with one end of the hold hoop hydraulic telescopic rod, and the other end of the hold hoop hydraulic telescopic rod forms a hinge connection with the hold hoop bracket. According to the present invention, the hold hoop framework is connected with the steel framework on the special fan installation ship, such that lifting height requirements on the lifting equipment during the complete machine installation of the fan can be substantially reduced, and application of the large crane ship in the complete machine installation of the fan can be avoided so as to save the marine fan installation cost.",2012,B66C   1/48; F03D  13/10; Y02E  10/72
376325527,CN201210234871,Shaft-free and gearless combined type wind driven generator with vertical double vanes and double water wheels,"The invention relates to a shaft-free and gearless combined type wind driven generator with vertical double vanes and double water wheels, which belongs to the technical field of an ultra-large-sized wind driven generation. The technical scheme is as follows: the vertical double vanes are a lift vane (1) and a resistance vane (2) arranged vertically; water is filled in an inner ring water tank (17) and an outer ring water tank (18), the vertically arranged lift vane and the resistance vane can drive an annular outer water wheel and an annular inner water wheel to float and rotate on water surfaces of the inner ring water tank and the outer ring water tank, so that the resistance is reduced; and wear-resisting friction linings are arranged at the peripheral circumferences of the annular outer water wheel and the annular inner water wheel to drive the disk friction linings to rotate through the frictional transmission, so that the disk friction linings can drive a disk type wind driven generator to generate through a driving gear. The shaft-free and gearless combined type wind driven generator has the positive effects that: the lift vane is combined with the resistance vane so that the utilization rate of the wind energy source is largely increased; the two vanes are connected with each other and are respectively installed on two water wheels with different diameters, so that the supporting intensity of the vanes is reinforced, the swaying of a wind mill in the water tank is changed and avoided, the stability of the wind mill is improved, the rotating shaft and the driving gear of the wind mill can be canceled; and the generator is driven to generate power through the friction transmission, so that the ultra-large sized wind driven generation unit is realized.",2012,F03D   9/25; F03D  15/00; F03D   3/06; Y02E  10/74
376348171,US201013518937,Device of a power plant,"A power plant device for the production of energy in the waves by the use of float devices, the motion of which is used to power generator to produce energy, and means of conveyance of energy to further use, the device having a rig that is directed to float in the sea by means of a float supporting construction with the floats in the water line so that these may be affected by wave motion in the sea, and where the floats are arranged in a ring shape around the rig's circumference with spacing between the floats, which floats independently of each other are oriented to engage their respective generators via a transmission system, and the rig is anchored to the seabed via a cable.",2010,F03B  13/1845; F03D   9/008; E02B   9/08; F03B  13/00; Y02E  10/725; F03B  13/12; F03B  13/18; F03D   9/00; B32B   1/02; Y10T 428/13; Y02E  10/38; F03B  13/20
376353867,CA20122773347,POLYAMIDE-SHEATHED STRUCTURAL STEEL TUBES FOR OFFSHORE STRUCTURES,"The foundation structure of an offshore structure, for example of an offshore wind energy system, is composed of steel tubes sheathed by an extruded layer made of a polyamide moulding composition. This simultaneously ensures both good protection from corrosion and good protection from mechanical effects, giving the foundation structure markedly prolonged lifetime.",2012,B29C  48/32; E02D2300/0006; E02D2300/0026; E02D  27/42; E02D  27/52; E21B  15/02
376445000,JP20120042183,SHIP FOR TRANSPORTING WIND POWER TURBINE TO OCEAN SITE AND METHOD FOR INSTALLING THE SAME,"PROBLEM TO BE SOLVED: To provide a ship for transporting a wind power turbine to an ocean site, and a method for installing the same.SOLUTION: This ship 4 for transporting the wind power turbine 2 having a gravity type foundation to the ocean site, has a generally 'U' shape having two branches and a connecting bridge for regulating a hull when viewed from above, and a space for separating the hull can house a pylon of the wind power turbine 2. The ship includes a plurality of strong and vertical piles 5 extending by completely passing through the ship 4, the lower ends of the piles have a device 6 deformable to be connected to an adapting device supported by the foundation 1, and the piles can move in the vertical direction in response to a request so as to guide and stabilize the wind power turbine 2 in lowering operation by the lowering operation of the piles, and so that the piles 5 transmit rising operation to the wind power turbine 2 by the rising operation.",2012,B63B  35/00; F03D  13/10; F03D  13/40; Y02B  10/30; F03D   9/34; F03D  11/04; B63B  35/44; F05B2240/95; B63B  35/003; E02B  17/00; F03D   9/00; B63B   1/12; B63B  27/16; F03D  13/22; Y02E  10/727; B63B   1/121; B63B  27/00
376454169,NL20122009528,AIRBORNE WIND ENERGY SYSTEM.,NULL,2012,F05B2240/921; B63H   8/10; Y02E  10/70; F03D   5/00; B63B  35/79
376509517,US201013393986,Offshore wind turbine installation,"An offshore wind turbine installation vessel, wherein the wind turbine is of the type to be installed on a foundation that is installed on the seabed prior to the installation of the wind turbine on the foundation, wherein the wind turbine is of the type with a vertical mast to be fitted with its lower end onto the foundation, wherein the vessel includes a non-jack-up type floating hull; and a crane structure extending upward from said hull. The crane structure is provided with a hoisting device having one or more wind turbine suspension elements and a wind turbine engagement device supported by the suspension elements and adapted to engage with said wind turbine. The hoisting device is adapted to support and to raise and lower in controllable manner at least the mast of the wind turbine while in vertical orientation.",2010,B63B  35/003; B63B   1/10; B63B  27/10; B66C  23/52; B66C  23/185; Y02E  10/727; B63B   1/00; B63B  39/00; E02D   5/74; B63B   1/107; B63B  43/08; B63B  27/16; B63B  39/02; B63H  25/42
376510601,US201213451249,Floating wind farm,"A floating wind farm having wind machines positioned on a generally V-shaped floating platform, the platform being tethered to an anchor such that the platform is free to be repositioned by the wind for optimum production. The wind machines power air compressors and the floating platform itself comprises a large storage tank to receive the compressed air, the compressed air being used to power electrical generators or the like.",2012,F03D  13/25; Y02P  70/523; F03D   9/008; F03D   9/02; F03D  11/04; Y02E  60/17; F05B2250/70; Y02E  10/727; B63B2035/4466; F03D   1/02; F03D  11/00; F05B2240/93; F05B2240/96; F03D   9/00; F03D   9/17; F03D   9/257; F03D   9/28; Y02E  60/15
376510602,US201113089500,Energy harvesting using MEMS composite transducer,A method of harvesting energy from the environment includes providing an energy harvesting device. The energy harvesting device includes a MEMS composite transducer. The MEMS composite transducer includes a substrate. Portions of the substrate define an outer boundary of a cavity. A MEMS transducing member includes a beam having a first end and a second end. The first end is anchored to the substrate and the second end cantilevers over the cavity. A compliant membrane is positioned in contact with the MEMS transducing member. A first portion of the compliant membrane covers the MEMS transducing member. A second portion of the compliant membrane is anchored to the substrate. The energy harvesting device is configured so that the compliant membrane is set into oscillation by excitations produced external to the energy harvesting device. The MEMS transducing member is caused to move into and out of the cavity by the oscillating compliant membrane. The motion of the MEMS transducing member is converted into an electrical signal.,2011,F03D   5/04; H01L  41/1138; H02N   2/186; G01L   3/10
376512305,US201113089822,System to cool the nacelle and the heat generating components of an offshore wind turbine,"A system to cool the air inside a nacelle and the heat generating components housed in the nacelle of an offshore wind turbine is presented. An upper cooling circuit is disposed in the nacelle. A reservoir is disposed below the upper cooling circuit and has a lid that freely rotates about a vertical axis of the reservoir along with an inlet and an outlet pipe of the upper cooling circuit as the nacelle yaws, the vertical axis of the reservoir being coincident with a yaw axis of the nacelle. A lower cooling circuit is disposed below the reservoir. Coolant is circulated through the upper cooling circuit using a cooling pump disposed between the nacelle and the upper cooling circuit. The upper cooling circuit carries heat from the heat generating components and from the air inside the nacelle to the reservoir. The lower cooling circuit carries heat from the reservoir to the bottom of the tower and dissipates the heat to the sea water through a heat exchanger that is cooled by the sea water.",2011,F03D   3/00; Y02E  10/722; Y02E  10/726; F05B2260/205; F05B2240/95; F03D  11/00; F03D  80/60; F03D  80/80; Y02E  10/72
376531161,CN201210259968,CNJT adjustable speed safe intelligent high-power vertical axis windmill sail,"The invention discloses a CNJT adjustable speed safe intelligent high-power vertical axis windmill sail, which is a brand new reform of a working principle and a structure of the conventional vertical axis windmill, and overcomes the problems of no moment, low efficiency and difficult speed control at over speed of the conventional vertical axis windmill blade and low wind power utilization efficiency of the current widely applied horizontal axis windmill. The new technical scheme of CNJT is as follows: the CNJT adjustable speed safe intelligent high-power vertical axis windmill sail comprises multiple compounded motion intelligent blades, the working moment is obtained through a technical scheme capable of reducing the areas of the blades incapable of working, and the wind power utilization efficiency is greatly improved. When a storm comes, by applying a principle of reducing the working area of the working movable blades of the windmill, wind loads of the blades on the both sides are removed, and safety of the windmill rail is ensured. The CNJT adjustable speed safe intelligent high-power vertical axis windmill sail has the following innovations that: the wind power utilization efficiency is higher than a horizontal axis windmill. Through increasing the blade groups, the total power of the single windmill is increased. Without a wind alignment device, the CNJT adjustable speed safe intelligent high-power vertical axis windmill sail is suitable for power generation of marine wind power, platforms and ships, and power of marine ship rails. Through speed regulation or halt of the intelligent blades, safety of the windmill rail is ensured.",2012,F03D   3/06; Y02E  10/74
376541547,CN201220106320U,Offshore wind generation set foundation,"The utility model provides an offshore wind generation set foundation which comprises a pile and a cushion cap supported by the pile. The offshore wind generation set foundation also comprises a plurality of fence hoops which are used for covering the pile and are positioned on an inner part of a seabed, wherein each fence hoop comprises a rubber belt; each rubber belt successively seals and covers the outer wall of the pile along a length direction of the pile, and each rubber belt is fixed from beginning to end; and the sealing cooperation is formed between the two adjacent rubber belts. The offshore wind generation set foundation provided by the utility model has good corrosion-resisting property.",2012,E02D  31/06
376546138,CN201220094528U,Asymmetrical bidirectional direct current transformer,"The utility model discloses an asymmetrical bidirectional direct current transformer. On the primary side of the transformer, a first inverter bridge arm formed by serially connecting a first switching tube (Q1) and a third switching tube (Q3) is positively connected in parallel to the positive and negative output ends of a first power supply (V1); a second inverter bridge arm formed by serially connecting a second switching tube (Q2) and a fourth switching tube (Q4) is positively connected in parallel to the positive and negative output ends of the first power supply (V1), two ends of a first filter capacitor (C1) are respectively connected to the positive and negative output ends of the first power supply (V1), and two ends of a winding on the primary side of the transformer are respectively connected to the midpoints of the first inverter bridge arm and the second inverter bridge arm; and on the secondary side of the transformer, diodes form a bridge rectifier circuit, a fifth switching tube (Q5) and the fifth diode (D5) are connected in series and then connected in parallel to two ends of the second diode (D2), a sixth switching tube (Q6) and the sixth diode (D6) are connected in series and then connected in parallel to two ends of the fourth diode (D4), and two ends of a second filter capacitor (C2) are respectively connected to the positive and negative output ends of a second power supply (V2). The direct current transformer is particularly suitable for marine power generation occasions.",2012,H02M   3/337; Y02E  10/76
376622558,DK2011PA70194,Blade Carrier,"The invention relates to a lade carrier, for windmill blades, in particular for offshore windmills, comprising a frame, where said frame comprises a number of modules each having a root receiving end and a tip receiving end for accommodating one windmill blade peculiar in, that said root receiving end comprises an annular root re ceiving pneumatic damp adapted to receive the root end of a windmill blade, that said annular root receiving pneumatic damp is arranged for establishing an open and a closed state, that said annular root receiving pneumatic damp comprises an actuator which is operated to change between the two states, and where said tip receiving end comprises a tip receiving pneumatic damp adapted to support part of a windmill blade edge and that said tip receiving pneumatic damp is arranged for establishing an open and a closed state, that said tip receiving pneumatic damp comprises an actuator which is operated to change between the two states, and that the blade carrier com prises pneumatic conduits connecting the pneumatic clamps with a pressure source and that said closed states provides a securing of the blade in the blade carrier whereas the open states makes it possible to insert or remove the blade. The invention also relates to a method of operating a blade carrier.",2011,B65D  61/00; B65D  85/68; F03D  13/40; Y02E  10/72; F03D   1/00
376624025,EP20120007319,Device for the transmission of supplies by means of a drive train of a wind turbine,"The device has a rotor (1) for converting a wind current into a rotary motion, which is arranged at input side of a planetary gear (2). A generator (3) for generating electrical energy from the rotary motion, is positioned at output side of planetary gear. A hollow sun gear shaft of the planetary gear is provided with a double-walled feed through pipe (6). The double-walled feed through pipe is provided with an inner tube which is arranged coaxially with an outer tube such that sealing rings are detachably attached with respective end portions of the inner tube. An outer ring channel is used as a lubricating oil passage to lubricate the planet bearings of the planetary gear, and an inner central channel is formed as a passage from supply lines to the rotor. The double-walled feed through pipe is provided with an inner tube having respective end portions, which is rigidly arranged by forming wall spacing between the inner tube and outer tube. An independent claim is included for wind power plant.",2012,F16H  57/043; F03D  80/70; F03D  80/80; F16H  57/04; F16H  57/0486; F16H  57/08; F03D  80/85; F16H  57/0479; F03D  11/00; Y02E  10/722
376628842,CN201210268230,Semi-submersible type offshore floating wind turbine foundation,"The invention provides a semi-submersible type offshore floating wind turbine foundation, comprising three square vertical posts, a circular vertical post and a bottom pontoon, wherein each of the three square vertical posts is of a hollow structure and internally provided with a reinforcing member; the three square vertical posts are arranged at equal intervals in a regular triangle manner; the circular vertical post is arranged in the center position of the regular triangle formed by the three square vertical posts; a top flange of the circular vertical post is connected with a tower bottom flange of a tower of a floating wind turbine; the bottom pontoon is Y-shaped; three far ends of the bottom pontoon are respectively connected to the lower parts of the three square vertical posts; and the bottom end of the circular vertical post is arranged in the center position of the bottom pontoon.",2012,E02D  27/42; B63B2039/067; B63B   1/107; B63B   1/125; B63B  35/44; E02D  27/52; B63B2001/128; B63B2035/446
376628843,CN201210268383,Semi-submersible type offshore floating wind turbine foundation,"The invention provides a semi-submersible type offshore floating wind turbine foundation, comprising three cylindrical buoys, a vertical post, a deck and a heave plate, wherein the three cylindrical buoys are arranged at equal intervals in a regular triangle manner; the vertical post is arranged in the center position of the regular triangle formed by the three buoys; the top flange of the vertical post is connected with a tower of a floating wind turbine; the top ends of the three buoys are connected with one another through the deck; the vertical post passes through the center of the deck; and the bottom ends of the three buoys are connected with the bottom end of the vertical post through the heave plate.",2012,B63B  35/44; F05B2240/93; F03D  13/25; E02D  27/52; Y02E  10/727; B63B   1/125; B63B   1/107; B63B2039/067; B63B2001/128; E02D  27/42; B63B2035/446
376629137,CN201210282966,Marine floating type platform narrow pipe wind-concentrating generating system,"The invention provides a marine floating type platform narrow pipe wind-concentrating generating system, relates to significant core technologies of comprehensive subjects including main body module modeling, member combination, load bearing and buoyancy force, fluid change, narrow pipe effect, infrastructures, aerodynamics, structural mechanics, turbine effect, electric energy conversion and the like and belongs to the technical field of marine floating type platform wind power generation systems. The marine floating type platform narrow pipe wind-concentrating generating system comprises a narrow pipe wind-concentrating generating subsystem and a marine load-bearing platform subsystem. The narrow pipe wind-concentrating generating subsystem consists of a base platform, a ring beam, a narrow pipe body, a main column, a wheel type support, an intersection fixing seat, a lightning rod, a hedge control assembly, a suction window assembly, an induced air barrel body, a wind power engine, a wind power engine outer casing, a generator, an attached column, a wind-concentrating inlet, a protective screen, a circular arc column, a spherical body, a platform, a hydraulic seal cover and the like. The marine load-bearing platform subsystem consists of a floating platform deck, a safety wall A, a hub support, a partition layer, a connecting piece, a sinking block, an inhaul cable, a flat wave plate, a floating barrel body and a manhole.",2012,Y02E  10/727; F03D  11/00; F03D   9/00; B63B  35/44
376639705,CN201220075408U,Jack-up offshore booster station used in offshore wind power plant,"The utility model relates to a jack-up offshore booster station used in an offshore wind power plant. The jack-up offshore booster station used in the offshore wind power plant is simple and compact in structure, small in volume, and convenient and fast in transportation and installation and can overcome the difficult problems of strong storm, high risk, low efficiency and high cost in offshore operation. According to the technical scheme, the jack-up offshore booster station used in the offshore wind power plant comprises a bracket for supporting which is vertically fixed at the top of a sea bed or a pile foundation. The jack-up offshore booster station is characterized in that the bracket is of a telescopic structure, the upper end of the bracket is fixedly provided with a buoyancy tank, and an equipment layer used for installing various equipment is arranged above the buoyancy tank. The jack-up offshore booster station is applicable to the field of offshore wind power generation.",2012,H02B   7/00; E02B  17/00; H02B   1/04
376639726,CN201220023686U,Grouting ballast structure for grouting connection of offshore wind power foundation,"The utility model relates to a grouting ballast structure for the grouting connection of an offshore wind power foundation, and aims at providing a grouting ballast structure for the grouting connection of an offshore wind power foundation which is characterized in that a sealed ballast is additionally arranged on a grouting connection section, and active clasping force is provided for the grouting connection section by grouting and pressurized grout supplementation so as to enhance the carrying capacity of the grouting connection section. The grouting ballast structure for the grouting connection of the offshore wind power foundation has the technical scheme that the grouting ballast structure for the grouting connection of the offshore wind power foundation is provided with a pile body and a pile casing pipe coaxially sheathed outside the pile body, wherein the upper part and the lower part of the pile casing pipe are provided with grouting vents and grouting pipe connection ports. The grouting ballast structure for the grouting connection of the offshore wind power foundation is characterized in that a gap between the pile body and the pile casing pipe is provided with the barrel-shaped sealed ballast which is concentric and coaxial with the pile body and the pile casing pipe, the sealed ballast is surrounded by the inner wall of the ballast and the pile casing pipe, and the sealed ballast is respectively provided with the grouting pipe connection ports and the grouting vents on the lower part and the upper part of one side of the pile casing pipe. The grouting ballast structure for the grouting connection of the offshore wind power foundation is suitable for the offshore wind power generation industry.",2012,E02D  27/12; E02D  15/04
376640513,CN201120508274U,Beverage bottle wave and wind power generation device,"The utility model relates to a power generation device, in particular to a beverage bottle wave and wind power generation device, and belongs to the technical field of energy sources. The beverage bottle wave and wind power generation device comprises a direction fixing tail wing, a double steering generator, a beverage bottle buoyancy pile, a fixing clamp, wind power rotating blades, a bearing, a wind power rotating belt pulley, rotor rotary plates and a stator rotary plate, wherein the beverage bottle buoyancy pile consists of beverage bottles; the double steering generator is fixedly arranged on the beverage bottle buoyancy pile and is connected with the direction fixing tail wing through the fixing clamp; the bearing is arranged at the joint of the direction fixing tail wing and the fixing clamp, and is fixedly connected with a shaft on the wind power rotating blades; the shaft of the wind power rotating blades is fixedly connected with the wind power rotating belt pulley; the wind power rotating belt pulley is connected with the rotor rotary plates through a belt; and the rotor rotary plates are connected with a stator rotary plate shaft of the double steering generator. The beverage bottle wave and wind power generation device is made of waste beverage bottles and has a function of generating electricity, so that waste materials are changed into valuable things, and the beverage bottle wave and wind power generation device is low in cost and is suitable for generating electricity by using water in rivers and lakes.",2011,F03D   1/00; F03D   9/00; H02K   7/18; F03D   7/06; F03D  11/00; Y02E  10/72; Y02P  70/523
376640514,CN201120508291U,Drink bottle wind power generation device,"The utility model relates to a wind power generation device, particularly relates to a drink bottle wind power generation device and belongs to the technical field of energies. The drink bottle wind power generation device comprises a direction fixing tail fin, a permanent magnet generator, a drink bottle buoyancy stack, a fixing clamp, a wind power rotating blade, a bearing and a wind power rotating pulley, wherein the drink bottle buoyancy stack is composed of drink bottles, the permanent magnet generator is fixedly installed on the drink bottle buoyancy stack and connected with the direction fixing tail fin through the fixing clamp, the bearing is installed at the connection position of the direction fixing tail fin and the fixing clamp and fixedly connected with a shaft of the wind power rotating blade, and the shaft of the wind power rotating blade is fixedly connected with the wind power rotating pulley. According to the drink bottle wind power generation device, waste drink bottles are used for producing the drink bottle wind power generation device, the drink bottle wind power generation device has a power generation function, makes the waste drink bottles profitable and is low in costs and applicable to power generation on rivers and lakes.",2011,Y02E  10/725; F03D   9/00; F03D  11/00
376640515,CN201220016535U,Hot air tower generating device using industrial waste heat and solar energy,"The utility model relates to a hot air tower generating device using industrial waste heat and solar energy. According to the hole air tower generating device, the temperature of the water in a thermal insulation water tank can reach 80-90 DEG C through recovered industrial waste heat (waste hot water or waste steam and the like) and solar energy absorbed by a heat collecting pipe arranged on a heat collecting shed; the water is delivered to a heat exchanger arranged in an air tower foundation; the air in the tower foundation is heated; the heated air generates heat floating flows; and the heat floating flows enter a chimney of the air tower through the guidance of a diversion cone; a turbine generator arranged in the air tower is driven to generate; the industrial waste heat is effectively recycled; simultaneously, the using efficiency of the solar energy is improved; and apart from ensuring the normal work of the device, a great part of the remained generated power can be merged into power grids so as to supply power.",2012,F03D   9/00; Y02P  80/24; Y02E  10/465; Y02E  10/725
376643822,CN201220137938U,High-voltage high-power directly-driven offshore wind generator set based on superconducting motor,"The utility model relates to a high-voltage high-power directly-driven offshore wind generator set based on a superconducting motor. The wind generator set comprises a windmill, a main shaft, a low-speed high-temperature superconducting generator, a generator side current transformer, a power grid side current transformer and a master controller, wherein the main shaft is connected with the windmill and the generator; a direct-current capacitor is connected between the generator side current transformer and the power grid side current transformer; and the master controller is in communication connection with the generator side current transformer and the power grid side current transformer. Due to the adoption of the high-voltage high-power directly-driven offshore wind generator set based on the superconducting motor, a gearbox can be eliminated, the failure rate, the weight of the entire generator set and the wind farm building cost are lowered, and the defects of the conventional offshore wind generator set are overcome.",2012,H02P   9/04; Y02E  40/60; Y02E  10/763; H02J   3/38; Y02B  10/30
376643871,CN201220192350U,Wind and luminous energy complementary power generation device of trawler,"The utility model discloses a wind and luminous energy complementary power generation device of a trawler, belonging to the field of marine electric apparatus. The power generation device comprises an energy accumulator, a rotating shaft, a wind power generator, a bracket, a tail wing and a solar battery panel, wherein the rotating shaft is installed on the bracket; the energy accumulator is installed at the upper part of the rotating shaft; the wind power generator is sleeved on the outer side of the rotating shaft; the solar battery panel and the wind power generator are connected with the energy accumulator through leads; and an external electric device is supplied with power by being connected with the energy accumulator through leads. The directional tail wing is arranged at the tail part of the wind power generator; and clearance fit is formed between the rotating shaft and the wind power generator. The power generation device is used for supplying power to an electric device on the trawler by using the ocean wind energy and the luminous energy, particularly for supplying power to intelligently controlled weak current devices, and the energy consumption on a generator set is reduced greatly.",2012,F03D   9/00; Y02E  10/72; H02S  10/20; H02J   7/00; H02S  10/12
376770897,KR20110024297,VERTICAL AXIS WIND TURBINE,"PURPOSE: A vertical-axis wind turbine is provided to maximize the power generation in a high wind speed, and to be initially operated in a low wind speed as the rotary power of savonius blade is delivered to a darrieus blade. CONSTITUTION: A vertical-axis wind turbine comprises a liquid floating device. A first hollow rotary shaft(311) gradually moves up and down, and a disc of the liquid floating device floats on the liquid of a fixed container(910). An upper part of the fixed container is separately installed from a thrust bearing installed in a lower part of a rotary container(920). The thrust bearing is prevented from becoming worn out as static friction force is reduced. A first blade continuously generates electricity even in a low wind speed as the initial driving torque of the first blade is reduced.",2011,F03D   3/061; F03D  11/02; F05B2220/706; F05B2260/402; F03D   3/02; Y02E  10/74; F03D   3/06
376774251,GB20120015534,Compressing a laminated stack in an electrical machine,"A segment for supporting electromagnetic coupling elements of a stator or rotor, e.g. windings (238 fig 19) or magnets (142 fig 4), of an electrical machine comprises in respect of the rotor, a plurality of elongate laminations 144,146 which are stacked in a first direction to form a lamination stack with elongate edges of the laminations defining opposite first and second major faces of the lamination stack. The segment comprises a plurality of elongate compression devices 138 passing internally through slots 148 in the lamination stack in the first direction and arranged to compress together the laminations in the lamination stack. Each compression member comprise a rod 169 with an anchor portion 174 at each end. The rod is passed though an enlarged portion of the lamination slots 148and then moved radially into a narrow portion, The rod is then elastically extended to allow collar spacers 176a, 178a, 176b, 178b to be inserted between the shoulder 172b and the face of the lamination stack formed by end plate 134 having open ended slots135. Alternatively, (fig10b),the anchor portion may comprise a radially enlarged threaded section 187 with a threaded collar 190. A similar arrangement is employed with stator laminations (Fig19-23b)",2012,H02K   1/185; H02K   1/187; H02K   7/083; H02K   1/14; H02K   7/086; H02K  15/028; F16B  13/045; H02K   1/30; H02K   7/08; H02K  21/16; H02K   1/148; H02K   1/2786; F16B2013/10; H02K   1/278; H02K   3/24; H02K  15/02; H02K  15/03; H02K   7/183; F16B   5/02; F16B   5/0275; F16B  13/04; H02K   1/18; H02K   1/20; H02K   1/27; H02K   1/32; H02K   7/1838; H02K2213/12; Y02E  10/725; H02K   7/18; H02K  15/022
376809758,RU20110111894,WIND-DRIVEN POWER PLANT,"FIELD: power industry. ^ SUBSTANCE: wind-driven power plant includes blades installed on annular pontoon. Pontoon can be rotated about vertical axis. Energy converter has the possibility of converting the rotation energy and is arranged on the platform enveloped with annular pontoon. Kinematic mechanism has the possibility of transferring rotation energy of annular pontoon to receiving assembly of energy converter. Platform is of floating type and provided with positioning means. The latter include at least six anchors arranged at the bottom and mainly in pairs. The above six anchors are connected to platform by means of flexible elements so that projection to horizontal plane of one flexible element is oriented radially to rotation axis of annular pontoon, and projection of the second flexible element is oriented tangentially. Anchor connected to flexible elements is offset to the side opposite to rotation direction of annular pontoon relative to fixing point of flexible element on the platform. ^ EFFECT: enlarging possible location places of wind-driven power plants; increasing electric power generation. ^ 5 cl, 3 dwg",2011,B63B  35/44; F05B2240/93; B63B  21/50; F03D  13/25; F03D   3/06; Y02E  10/727; B63B2241/08; F03D   3/005; Y02E  10/74; B63B2035/446; F03D   3/067
376833997,JP20110058599,AQUATIC POWER PLANT,"PROBLEM TO BE SOLVED: To provide an aquatic power plant with high power generating efficiency that can stably obtain a power generation amount above a predetermined one regardless of a wave and weather condition in a sea or fresh-water area.SOLUTION: An aquatic power plant 1 rotates water wheels 16 by using a water level difference between water in a pool 6 that enters into an upper pool 6a through an opening 3a by running up an inclined surface 3b inclined upwardly from a peripheral part under the water to a center part and partitioned by convergence levees 11 or is introduced into the upper pool 6a from water intake ports 21 formed in the inclined surface 3b, and water outside a body 10, thereby making a power generator 12 generate power.",2011,Y02E  10/721; Y02E  10/38; F03D   1/06; F03B  13/14
376834146,JP20110060266,"SEAL STRUCTURE FOR SLEWING BEARING, AND SLEWING BEARING","PROBLEM TO BE SOLVED: To provide a seal structure for a slewing bearing which can prevent a lip portion of a sealing member from reversing and the sealing member from coming off when an internal pressure is increased and which reduces a seal torque, and to provide the swivel bearing.SOLUTION: In the seal structure for the slewing bearing, the sealing member 5 has a base part 6 and one or a plurality of lip parts 9 and further includes a main lip 7 extending aslant as one of the lip parts 9. An annular protruding part 16 that protrudes radially is provided closer to the end side than a seal sliding contact surface part 2c at the peripheral surface of a recess-side bearing ring 2, and a seal-sliding-side slanted part 16a that slants toward a protruding tip so as to be positioned to the outside in the axial direction is provided at the axial inside surface of the annular protruding part 16. A seal-anchoring-side slanted part 13a that slants toward a groove bottom-side portion so as to be positioned to the outside in the axial direction is provided at the groove-side surface of the peripheral surface at the inner surface of an anchoring groove 13 of the base part 6 in a protrusion-side bearing ring 1.",2011,F16C  33/58; F16J  15/32; Y02E  10/722; F16C  19/16; F03D  11/00; F16C  33/78
376844558,US201013518804,Pendular system for transporting a civil engineering structure in an aquatic medium,"A method for transporting a civil engineering structure including a mast in an aquatic medium is presented. In an embodiment, the method includes fastening the civil engineering structure to at least one flotation unit, moving the civil engineering structure and the connected flotation unit in the aquatic medium as far as a desired position. The civil engineering structure may be fastened to the flotation unit in a region situated above the center of equilibrium of the civil engineering structure connected to the flotation unit. The connection may be configured to uncouple the rotational movements of the flotation unit and of the civil engineering structure about at least one axis perpendicular to the longitudinal axis of the mast of the civil engineering structure.",2010,B63B  35/00; F03D  13/10; F03D  13/40; B63B   1/107; B63B  35/44; F05B2240/93; Y02E  10/726; Y02E  10/727; B63B  35/003; B63B2035/446; E02B2017/0091; F05B2240/95; E02B2017/0039
376847114,US201013511835,"Underwater structure, construction method therefor, and design method and renovation method of underwater-side structure","This underwater structure is installed at the sea bed and supports an above-water structure that is provided above the water, being provided with a first support member made of steel that extends from the sea bed to above the water and that has a first space therein; and a filling material being filled in a portion of the first space.",2010,E02D  27/52; E02D  27/42; F03D  13/22; Y02E  10/727; E02B  17/027; E02B2017/0091; E02D  27/425; F05B2240/95; G06F  17/50; E02D  29/09
376851374,CN201210264473,Manufacturing technique of heavy piece-weight thick steel plate used for offshore wind turbine tower tube,"The invention discloses a manufacturing technique of a heavy piece-weight thick steel plate used for an offshore wind turbine tower tube. The chemical components of the used continuous casting slabs are as follows: 0.08-0.16% of C, 0.20-0.50% of Si, 1.10-1.60% of Mn, less than or equal to 0.010% of S, less than or equal to 0.010% of P and less than or equal to 0.50% of micro-alloyed elements; and at least two continuous casting slabs are provided with grooves, overlapped and welded into a big-thickness continuous casting blank by using a combined welding technique of gas shielded welding, submerged-arc welding and electron-bombardment welding, and then, the blank is arranged in a bogie-type furnace or a soaking pit furnace for heating, rolled after being discharged from the furnace, cooled under control and subjected to heat treatment so as to obtain the heavy piece-weight thick steel plate used for the offshore wind turbine tower tube. The technique has the following characteristics that the maximum piece weight of the steel plate is 40t, the requirement of reducing welding lines in the tower tube manufacturing process is satisfied, the manufacturing technique is simple in production process, high in yield, high in ultrasonic flaw detection rate of more than 98% and excellent in each factor such as low-temperature roughness, Z-direction performance and the like.",2012,C21D   8/02; B23K  28/02; C22C  38/04; B23K  33/00; B23P  15/00
376851878,CN201210265025,Semi-submersible type marine floating fan base,"The invention provides a semi-submersible type marine floating fan base. The semi-submersible type marine floating fan base comprises a plurality of vertical columns arranged equilaterally, a lower floating body for connecting the bottom ends of the vertical columns, a deck for connecting the top ends of the vertical columns, and a short vertical column located in the center of the deck. According to the semi-submersible type marine floating fan base, the cross-section-variable vertical columns are adopted, and the distance between the vertical columns is designed to be half wavelength and reasonably matched with the size of the lower floating body, so that the action of a wave force on the whole floating base can be greatly reduced; the semi-submersible type floating base is more excellent in motion performance in all directions; and the requirements on normal running of large wind generator sets on the sea can be met.",2012,B63B   1/107; B63B2039/067; B63B  35/44; B63B2035/446
376861819,CN201220176659U,Ship wind energy using device,"The utility model designs a ship wind energy using device aiming at the technical mission that large-size, middle-size and small-size ships can be applicable to wind energy utilization. The ship wind energy using device can be used for supplying power to an auxiliary propeller or generating. Fan blades designed at the position of a gravity center of a ship body can be driven by using wind energy, so that the fan blades rotate and are converted to a gearbox through a transmission shaft and a gear for speed conversion; converted wind energy power is directly transmitted to a propeller at an extra position of the ship body, so that the propeller pushes in water, or the converted wind energy power is directly applied to a generator for electric energy conversion and output; and the middle-size and the large-size ships can use the propeller and the generator in a mixing manner. A hollow cylinder is arranged on the ship body; rotating shafts are arranged in bearings arranged at the both ends of the hollow cylinder; blade plates are mounted at the upper ends of the rotating shafts; a plurality of the fan blades are arranged on the blade plate; braking devices are connected at the lower ends of the rotating shafts; the lower ends of the rotating shafts are further connected with the gearbox; and an output end of the gearbox is further connected with a spiral shaft of the propeller inside the ship body, or the output end of the gearbox is further connected with an engine.",2012,B63H  23/02; F03D   9/00; B63H  13/00; Y02T  70/58; Y02E  10/725
376863068,CN201220086057U,Prestressed concrete cylindrical foundation,"The utility model belongs to the technical field of foundation structures for high-rising buildings in the construction engineering, relating to a prestressed concrete cylindrical foundation, which is suitable for fixing supports of towers of wind power generation units and the like. The prestressed concrete cylindrical foundation comprises a cylindrical cylinder body made of concrete, wherein a concrete body is coated outside the cylinder, and backfill or concrete is filled in the internal space of the cylinder; the cylindrical concrete body is molded by a galvanized steel cylinder and a molding detachable template; and an anchor bolt with a casing arranged outside and a bottom ring are fixed into a whole and are poured in the cylindrical concrete. The anchor bolt is tensioned after the concrete is poured to make the cylindrical concrete in a prepressing state, so that the engineering amount of the concrete and reinforcing steel bars is effectively reduced, and the construction is rapidly performed, and the load bearing effect of the foundation structures is better.",2012,E02D  27/42
376863856,CN201220092080U,Engine room cover used for offshore wind driven generator,"The utility model discloses an engine room cover used for an offshore wind driven generator, which comprises a main engine room, a cooling cabin and a control circuit. An air inlet fan and an air inlet channel are respectively arranged on the main engine room and the cooling cabin. The engine room cover is characterized in that the main engine room is communicated with the cooling cabin through a ventilation fan; a dust and salt filter is arranged at the air inlet fan; a temperature sensor connected with the control circuit is arranged in the main engine room; and the control circuit can control the operating states of the air inlet fan and the ventilation fan as well as the opening and closing of a shutter. Under the using state, the air pressure inside the main engine room is constantly bigger than the external atmospheric pressure under the action of the air inlet fan. The engine room cover ensures the effective cooling of the main heat emitting parts such as a gear case, a generator and a converter inside the main engine room and effectively avoids the salt spray corrosion of the parts inside the main engine room. Therefore, the engine room cover solves the problem that a conventional engine room cover can not have the functions of cooling and preventing corrosion at the same time. The engine room cover has the advantages of strong corrosion preventing ability, low maintenance cost, stable ventilation and cooling performance and stable operation of the unit.",2012,F03D  11/00
376867358,CN201220194522U,Cooling system used for offshore wind farm booster station,"The utility model discloses a cooling system used for an offshore wind farm booster station. The cooling system comprises a seawater heat exchanger, a fan coil and an indoor temperature controller, wherein the seawater heat exchanger is arranged in seawater; the fan coil and the indoor temperature controller are arranged in an equipment room; the water outlet of the seawater heat exchanger is connected with the water inlet of the fan coil through a first water pipe; the water outlet of the fan coil is connected with the water inlet of the seawater heat exchanger through a second water pipe; the first water pipe is provided with one manual butterfly valve and a water circulating pump in sequence along the direction of water flow; the second water pipe is provided with another manual butterfly valve; and the water circulating pump and the fan coil are respectively connected with the indoor temperature controller. The seawater heat exchanger is provided with a stirring propeller; and the stirring propeller is connected with the indoor temperature controller. According to the cooling system used for the offshore wind farm booster station, the temperature in the equipment room is effectively lowered by utilizing the cooling capacity of the seawater, thus, the long-term stable operation of the cooling system is ensured.",2012,H02B   1/56
376870143,EP20120779020,PROCESS FOR INSTALLING AN OFFSHORE TOWER,NULL,2012,E02B  17/027; E02B  17/025; E02B  17/08; F03D  13/10; E02B2017/0039; Y02E  10/727; E02B  17/0004; E02B2017/0065; F03D  13/20; E02B  17/00; F03D  13/25; Y02P  70/523; E02B  17/02; E02B2017/0047; E02B2017/0082; E02B2017/0091; F03D   1/00; F05B2240/95
376870183,EP20120779122,COOLING OF THE DOVETAIL POST ANCHORING A TURBOMACHINE BLADE,NULL,2012,Y02E  10/721; Y02T  50/676; F01D  11/00; F01D   5/081; F01D   5/30; F01D   5/08; Y02T  50/673
376870295,EP20120779003,JACKET FOR OFFSHORE STRUCTURE,NULL,2012,E02D  27/12; E02B2017/0091; E02B2017/0047; E02D  27/52; E04H  12/00; B63B  27/14; B63B  27/143; B63B  35/003; E02B  17/00; E02B  17/0008; E02B2017/0095; E04H2012/006; F03D  13/20; E02B2017/0039; Y02E  10/727; E02B  17/0004; E02B  17/02; E02B  17/027; E02B2017/0056; E02B2017/0073; F03D  13/10
378072725,KR20120021382,SHIP FOR TRANSPORTING A WIND TURBINE ONTO ANOFFSHORESITE AND METHOD FOR PLACING IT,PURPOSE: A ship for transporting a wind turbine to an offshore site and an arrangement method thereof are provided to stabilize wind turbines on the seabed by adding the weight of the wind turbines to the weight of a ship. CONSTITUTION: A ship(4) comprises hulls and two branches. The branches serve as a junction bridge for connecting the hulls. A pylon of a wind turbine(2) is engaged in a space for separating the hulls and vertical piles passing through the ship are arranged in a foundation. A deformable arrangement connected to each matching arrangement is arranged at the bottom of each pile. The wind turbine is guided and stabilized while the piles downwardly move and is ascended while the piles upwardly move because the piles can vertically move according to requirement.,2012,B63B  35/00; F03D  13/10; Y02B  10/30; B63B  35/003; F03D  13/40; B63B  35/44; F03D  11/00; F05B2240/95; B63B   9/06; Y02E  10/727; B63B   1/121; F03D  13/22
378073018,KR20110018398,Apparatus for Reducing Drag of Offshore Wind Power System,"PURPOSE: A drag reducing device of an offshore wind power generation system is provided to compensate the effective self-weight of a support structure by installing a rotary outer wall formed into a streamlined shape. CONSTITUTION: A drag reducing device(10) of an offshore wind power generation system comprises a bearing(12) and a streamlined outer wall(16). A plurality of rotary vanes is connected to a wind turbine with a shaft, and the wind turbine is installed on a tower. The bearing supports the tower, a hollow inner race(13) of the bearing is fixed to an outer surface of a cylindrical support structure. The streamlined outer wall is connected to an outer circumference of the inner race. The streamlined outer wall is freely rotated in a direction that the drag is minimized.",2011,Y02E  10/727; E02D  27/52; F03D  80/70; F03D  11/00; F05B2240/95; F05B2240/50; F03D  13/20
378074168,KR20127014447,POWER GENERATION DEVICE,"?? ??(10)? ??? ?? ?? ????? ?? ?? ???? ?? ?? ??(18)? ???? ?? ???(12)? ????. ? ???(20)? ?? ???(22)? ? ??(18)? ??? ??(18)? ?????. ??(48)? ??(18)? ???? ?? ???? ?? ? ??? ?? ???? ?? ??? ??? ??(48)? ?? ??? ?????? ?? ???? ????. ???? ? ??? ???? ??? ?? ?????? ??? ?????. ?? ???????? ??? ?? ??(17), ?? ??(24), ?? ??(32), ? ?? ??(28)? ?? ??? ? ??.",2010,F03B  13/264; F03B  17/061; H02S  10/12; Y02E  10/72; F03B  13/20; F03B  13/12; Y02E  10/38; F03B   3/04; F03B  13/10; F03D   9/007; F05B2240/93; Y02E  10/28; F03B  17/06; F03D   9/008; F05B2240/95; F03D  13/25; F05B2240/40
378075942,KR20110020682,Current power device applied to offshore wind power system,"PURPOSE: An oceanic current generator for offshore wind power generation is provided to reduce working hours on the sea, and to reduce maintenance costs for the generator as a hydraulic motor lifts onto the sea. CONSTITUTION: An oceanic current generator for offshore wind power generation comprises a main post, a wind power rotor, and a hydraulic motor. The main post(10) comprises a guide rail(11), a guide plate(12), a fixed circular pipe(13), and a motor winch(14). A second hub(31) comprises a second guide hole, a second guide groove, and a wire fixing groove. A lower part(102) of the main post is inserted into the second guide hole. The guide rail is inserted into the second guide groove formed into a square shape. The lower part of a wire(141) is fixed to the wire fixing groove.",2011,F03D  11/00; F03D   9/00; Y02P  80/158; Y02E  10/72; F03B  13/12; Y02E  10/727
378084449,NL20122009579,SAND BAG WIND TURBINE FOUNDATION.,NULL,2012,E02B2017/0091; E02B2017/0095; E02D  27/52; F03D  11/04; F05B2240/95; E02B  17/0017; E02B2017/0065; E02B2017/0073; E02B  17/00; Y02E  10/727; F03D  13/22
378108916,CN201210256502,Mounting device for offshore wind generating set based on six-dimensional intelligent mechanical legs,"The invention discloses a mounting device for an offshore wind generating set based on six-dimensional intelligent mechanical legs. The mounting device comprises a large crane ship, fine positioning buffer system, a fixing mechanism and a tower footing platform, the crane ship floats on the sea, a lifting system of the crane ship is rotatably connected with a translational system of the crane ship, and the crane ship controls the position of a fan through a steel wire rope. The upper end of each six-dimensional intelligent mechanical leg of the fine positioning buffer system is hinged with a flat plate and is fixedly connected with a fixing truss, the lower end of the fixing flat plate is hinged with a cylindrical pin, the cylindrical pin is fixedly connected with a small cylinder, and the small cylinder and a positioning cylinder 1 are concentric. A fan tower is positioned by the aid of the six parallel six-dimensional intelligent mechanical legs, and the position of the fan tower is controlled by the aid of a video sensor, so that the fan tower is rapidly and accurately mounted by the aid of the crane ship, collision is avoided in the mounting process, and time and mounting cost are greatly saved.",2012,F03D  11/04
378124903,CN201080055006,Ocean driven energy plant,"A power generation device 10 includes an water blanket 12 comprising a plurality of pods 18 arranged in a grid for floating on the surface of a body of water. Ball joints 20 and hydraulic cylinders 22 couple each of the pods 18 to adjacent pods 18. Motors 48 are coupled to the hydraulic cylinders, such that a flow of hydraulic fluid created by expansion and compression of the cylinders due to movement of the pods 18 causes rotational motion in the motor 48. Generators are coupled to respective motors to generate electricity from the rotational motion of the motors. Power from the ocean blanket can be supplemented with wind turbines 17, water paddles 24, water turbines 32, and solar cells 28.",2010,F03B   3/04; F03B  13/20; F05B2240/40; F05B2240/95; F03D   9/008; F05B2240/93; Y02E  10/28; F03D  13/25; F03B  13/10; F03D   9/007; F03B  13/12; F03B  13/264; F03B  17/061; Y02E  10/72; H02S  10/12; Y02E  10/38
378133037,CN201220180019U,Low-temperature lubricating system for offshore high-power wind power gearbox,"The utility model discloses a low-temperature lubricating system for an offshore high-power wind power gearbox. The low-temperature lubricating system comprises a gearbox (1) and an oil tank (2), wherein the oil tank (2) constructs a lubricating circulation loop together with an oil pump, a filter and a distributor (3); and the oil tank (2) is arranged on the back part of the gearbox (1), and is integrated with the gearbox (1). On the premise of meeting the requirement of the oil loading amount of the gearbox, the physical dimension of the gearbox is reduced, the weight is reduced, and the use reliability is enhanced; meanwhile, an independent part arrangement form is adopted, so that the installation space is saved effectively; the design of double filters and double coolers is adopted, so that the purchasing cycle is shortened, and the overall cost is reduced; and due to the design and configuration of an offline filtering system, lubricating oil is always kept in a high-cleanliness state, and the safe and reliable running of the gearbox is ensured.",2012,F03D  11/00; F16H  57/04; F16N  39/06; Y02E  10/722; F16N  39/02
378136960,ES20100031996,CONJUNTO AEROGENERADOR-PLATAFORMA FLOTANTE Y METODO PARA LA ORIENTACION DE DICHO CONJUNTO.,"Dispositivo y mÈtodo para la orientaciÛn de una plataforma flotante para un aerogenerador.Permite orientar la plataforma (1) para obtener condiciones de m·ximo rendimiento en el aerogenerador (16). Comprende unos primeros sensores (8) para detectar un ·ngulo efectivo ({de}) de eje de giro (2), formado entre el eje de giro (2) y un plano horizontal (24); unos segundos sensores (9) para detectar la direcciÛn del viento (23); unos medios de orientaciÛn de la plataforma (11) para modificar el ·ngulo efectivo ({de}) del eje de giro (2), y al menos una unidad de control (12) adaptada para recibir una primera entrada (13), procedente de los primeros sensores (8) y una segunda entrada (14) procedente de los segundos sensores (9) y, en funciÛn de dichas entradas (13, 14), transmitir Ûrdenes a los medios de orientaciÛn de la plataforma (11) y al mecanismo de guiÒada.",2010,F03D   7/02; F03D  13/25; F05B2270/18; F05B2270/33; Y02E  10/727; F03D   7/0204; F03D   7/04; F05B2240/93; F05B2270/326; B63B  39/02; F05B2270/321; Y02E  10/723
378213570,US201013510031,Wind turbine,"A horizontal-axis wind turbine includes a rotor having a hub and blades rotatable by wind; a nacelle assembly for rotatably supporting the rotor through a main shaft, the main shaft being connected to the rotor; a tower for rotatably supporting the nacelle assembly; a dynamo placed near to a location at which the tower is built up; a rotatable vertical shaft orthogonally disposed to the main shaft inside the tower for transferring a rotating force of the main shaft to the dynamo; and a repulsive torque-balancing mechanism for transferring a rotating force of the nacelle assembly, the rotating force of the nacelle assembly being derived from repulsive torque due to a load of the dynamo, to the vertical shaft in a direction in which the repulsive torque is balanced.",2010,F03D  11/00; F03D   7/02; F03D   7/0204; F03D   9/00; F03D  11/02; F03D  13/25; F03D  15/10; F03D  15/00; F03D  80/82; Y02E  10/727; F03D  80/70; H02P   9/04; Y02E  10/723
378219553,EP20120781403,OFFSHORE ELECTRICAL PLANT INSTALLATION METHOD AND SYSTEM,NULL,2012,H02G   9/02; Y10T  29/49002; H01R  13/5221; H01R  43/26; H02G   1/10; H01R  13/523; F03D  13/20; Y02E  10/727
378261118,RU20110118909,WIND ENGINE,"FIELD: power engineering. ^ SUBSTANCE: wind engine comprises a body, a bearing shaft, a wind wheel in the form of a hub with rotary blades fixed on it and a power controller. The power controller comprises a spring, a stop, a control nut, a controlled tubular stop, a traction plate with double-link hinged levers and rollers of blade rotation. There is an electromagnet installed coaxially to the controlled tubular stop on the body. The circular ferromagnetic electroconductive anchor of this electromagnet is installed on the external surface of the stop with the possibility to control and limit anchor travel in direction of spring compression and its fixation against rotation. A controlled stop is installed at the end of the bearing shaft at the side of a wind wheel. On the inner surface of the electromagnetic core there are longitudinal-transverse slots. The electromagnet winding is connected in series into a power generator loading circuit. ^ EFFECT: invention makes it possible to ensure permanent frequency of power generator voltage at any speed of wind and different electric load. ^ 3 cl, 4 dwg",2011,Y02E  10/723; F03D   7/04
378264422,EP20120192854,Energy storage on the sea floor,The system has a lifting device (2) that is used for lowering and raising the lifting portion (1). The upper reservoir (12b) and lower reservoir (12a) are provided at upper and lower ends of the lifting device so as to retain uncoupled lifting portion. A motor (7) is arranged at lower end of lower reservoir. A belt (3) is passed through the upper roller (4a) and lower roller (4b) of the lifting device. An independent claim is included for method for storing energy.,2012,F03B  17/025; F03D   9/13; Y02E  10/72; F05B2260/42; F03B  17/02; F03D   9/10; F03D  13/25; F03G   3/00; Y02E  60/16; F05B2240/95; Y02E  10/20
378285939,CN201210249112,Energy collector,"The invention discloses an energy collector, which comprises a hydraulic cylinder, a hydraulic motor and a water transport wheel, wherein a piston in the hydraulic cylinder is connected with a reciprocating motion device; the hydraulic cylinder is provided with a water inlet pipe and a water outlet pipe; a one-way valve a is arranged in the water inlet pipe; a one-way valve b is arranged in the water outlet pipe; the water outlet pipe is connected with the hydraulic motor; the hydraulic motor is in transmission connection with the water transport wheel; and the middle part of the water transport wheel is provided with a water transport pipe. The hydraulic wheel is driven to work by using a metal floating block or wind wheel and a rotary disc, meanwhile, the hydraulic motor is driven by the hydraulic cylinder, seawater is transported out through the water transport wheel, potential energy or wind energy of wave is converted into potential energy of water capable of being utilized, and the seawater can be further converted into mechanical energy, pneumatic energy or electric energy after entering water storage equipment through the water transport wheel, so that natural energy is converted into mechanical energy, pneumatic energy or electric energy on the premise of not producing any greenhouse gas emission or changing an ecological environment.",2012,F03B  13/187; F03B  13/24; F04B  23/04; F05B2260/42; Y02E  10/38; Y02P  80/158; F03B  13/22; F03D  15/10; F04B   9/08; F05B2260/406; F03D   9/00; F03D   9/28; Y02E  10/72
378289952,CN201180011325,Wind power system,"A wind power system including a first pulley, a second pulley spaced from the first pulley, a continuous loop structure engaged with the first and second pulleys, a plurality of airfoils fixedly connected to the continuous loop structure, wherein the airfoils extend outward from the continuous loop structure, and a fairing positioned to direct airflow to the airfoils.",2011,F03D  13/25; F03D   5/02; F03D   9/257; F05B2240/93; Y02E  10/70; F03D   9/02; F03D   9/17; F05B2240/124; F05B2240/13; B63B  21/502; F05B2240/14; Y02E  10/727; F05B2240/95; F05B2260/403
378296836,CN201220046601U,Hydraulic extension ladder for offshore wind power maintenance ship,"The utility model discloses a hydraulic extension ladder for an offshore wind power maintenance ship. The extension ladder comprises a fixed section and a movable section, wherein the fixed section is fixedly arranged on the operating maintenance ship, and the movable section is slidably connected with the fixed section and is connected onto the operating maintenance ship through a tilted support hydraulic system. By the aid of the hydraulic extension ladder for the offshore wind power maintenance ship, an offshore wind farm operating maintainer safely and reliably lands a foundation platform through the ship, operating maintenance difficulty of an offshore wind farm is greatly reduced, and the benefit of the wind farm is improved.",2012,B63B  27/14
378298998,CN201220017208U,Offshore wind power rock-socketed single pile foundation,"The utility model discloses an offshore wind power rock-socketed single pile foundation, comprising a main body, an anti-collision component, a sacrificial anode, a lifting lug and an external platform, wherein the main body is a cylinder, the anti-collision component is arranged at the sea level of the surface of the main body, the sacrificial anode is arranged on the surface of the main body and is arranged under the sea level, the main body is provided with the lifting lug, and the main body above the sea level is provided with the external platform. The offshore wind power rock-socketed single pile foundation has the beneficial effects that a single pile foundation is arranged when rock exists, the process is optimized, and the construction cost is reduced greatly.",2012,E02D  31/06; E02D  27/42; E02D  31/00; E02D  27/12; E02D  27/52
378299000,CN201220046605U,Multiangular frame foundation for offshore wind power generator,"The utility model discloses a multiangular frame foundation for an offshore wind power generator. The multiangular frame foundation comprises pile legs, pile leg sleeves and a multiangular frame. The pile legs are fixedly arranged in a seabed, the pile leg sleeves are arranged at the tops of the pile legs, and the pile legs are connected with the multiangular frame. The multiangular frame foundation for the offshore wind power generator solves the bottleneck of lacking of large-sized pile sinking equipment in development of offshore wind power generation, construction procedures are further optimized, and construction efficiency is improved.",2012,E02D  27/16; E02D  27/42; E02D  27/52
378299002,CN201220017231U,Deep-sea floating type wind generating set foundation,"The utility model discloses a deep-sea floating type wind generating set foundation, which comprises pile foundations, a floating type foundation and anchor chains, wherein the pile foundation is driven into a rock stratum below a seabed; and the floating type foundation floats on a sea surface, and is connected with the pile foundations through the anchor chains. According to the deep-sea floating type wind generating set foundation, offshore construction procedures in a deep-water zone are reduced, and the construction cost of a deep-sea wind generating set is greatly lowered.",2012,E02D  27/52; E02D  27/42
378299003,CN201220046597U,Truss-type foundation of offshore wind turbine,"The utility model discloses a truss-type foundation of an offshore wind turbine. The truss-type foundation comprises a pile, a four-corner socket, truss main bodies and a truss member, wherein the pile is fixedly arranged in the seabed; the four-corner socket is arranged on the top of the pile, and is connected with the truss main bodies; and the truss member is arranged between the truss main bodies. With the adoption of the truss-type foundation of the offshore wind turbine provided by the utility model, the bottleneck that large pile driving equipment is absent for the development of offshore wind power is solved, meanwhile, the construction process is optimized, and the construction efficiency is improved.",2012,E02D  27/44; E02D  27/42; E02D  27/52
378300177,CN201220145606U,Sealing structure between air guide sleeve and cabin sleeve,"The utility model discloses a sealing structure between an air guide sleeve and a cabin sleeve. The sealing structure comprises a tooth wall (3) arranged in the air guide sleeve (1); a plurality of sealing plates (4) arranged on the tooth wall (3) or an inner wall of the air guide sleeve (1), and distributed in a staggered manner to form a labyrinth channel; and hairbrushes (2) arranged on the top ends of the sealing plates (4), and capable of covering clearances formed between the sealing plates (4) and the tooth wall or the inner wall of the air guide sleeve. Due to the sealing structure, sea-salt particles in the ocean can be prevented from entering the air guide sleeve and the cabin sleeve, and the maintenance cost of a whole set of unit cannot be increased.",2012,F16J  15/16; F16J  15/447; F03D  11/00
378300178,CN201220145607U,Main frame of wind driven generator,"The utility model discloses a main frame of a wind driven generator, which is applied in the technical field of wind power generation. An inner cavity is arranged in an installation ring (1), which is near an installation hole of a main bearing of the main frame. According to the main frame of the wind driven generator provided by the utility model, due to the thickness of the depth of the installation ring for installing the main bearing, the main bearing can bear complicated alternating load, and also, the inner cavity is arranged in the installation ring of the main frame so as to enable the installation ring to be of an internally hollow structure, so that metal materials required by casting the main frame is greatly reduced, the weight of the main frame is lightened, the phenomenon of incapability in production due to scarce smelting capacity of production factories is reduced, meanwhile, the probability of generation of casting defects such as degradated spheroidization, graphite floatation, shrinkage cavity and shrinkage porosity is reduced, and the rejection rate of production of the main frame is reduced.",2012,Y02P  70/523; F03D  11/00
378300182,CN201220175745U,External-prestressed bonded rebar connecting type concrete wind power tower,"The utility model belongs to wind power generation equipment and particularly relates to an external-prestressed bonded rebar connecting type concrete wind power tower. The external-prestressed bonded rebar connecting type concrete wind power tower comprises concrete sections (1), a transitional concrete section (2), a transitional steel structure section (3), a steel structure section (4), steel strands (5) and a steel strand anchor (9), and is characterized in that the concrete section (1) and the transitional concrete section (2) are respectively composed of two or more concrete-section annular sheets (1-1) and transitional-concrete-section annular sheets (2-1), and mounting cushion blocks (8) are arranged among the concrete sections (1) and between the transitional concrete section (2) and the concrete sections (1) for alignment while fillers (15) are used for fixation. According to the external-prestressed bonded rebar connecting type concrete wind power tower, due to adoption of the external structure with sheets and sections, convenience is brought to transportation and installation, manufacture cost is reduced, all parts are connected to facilitate operation and construction in a better way, and industrialized production as well as the popularization and application of wind power generation are facilitated.",2012,F03D  11/00; Y02P  70/523; F03D  11/04
378300186,CN201220194864U,Monitoring device of offshore wind-driven power generator unit,"The utility model discloses a monitoring device of an offshore wind-driven power generator unit, which comprises a chassis connected with a door of a control cabinet of the wind-driven power generator unit. The chassis is provided with a front panel, a control host is arranged in the chassis and comprises a motherboard and an external interface, a resistive touch screen is adopted on the front panel, and the surface of the resistive touch screen is printed with a screen protection ink layer; and the motherboard of the control host is coated with a three-prevention (for prevention of moisture, salt mist and corrosion) paint layer. In addition, fewer interfaces of the monitoring device are exposed in the air, the connection part of the chassis and the door of the control cabinet is sealed by a sealing ring, and the monitoring device has good effects of prevention of moisture, salt mist and corrosion and is suitable for offshore use.",2012,G06F   3/041; F03D  11/00
378325109,US201213475846,Grout template for wind turbine foundations,A method of forming a grout trough for a wind turbine foundation replaces the heavy and single piece template with a plurality of arc-shaped sections which are light weight and connected together to form the grout trough. The individual sections include mechanisms which enable the sections to be removed from the cured concrete by rotation of nuts on the anchor bolts which either pushes or pulls the template section away from the contact with the cured concrete. An embodiment of an individual section has a lifting bale which may be used to pick up an entire bolt package of up to twenty bolts.,2012,E02D  27/42; E04G  21/18; E02D  27/425; E04C   5/06; E04C   5/125; F03D  13/22; E04B   1/41; E04G  21/185
378326602,US201213454608,Subsystems for a water current power generation system,"Various subsystems for a submerged or waterborne system used to generate power derived from fast-moving water currents using an induction-type generator system equipped with one or more fin-ring propellers are disclosed. Many of the systems and subsystems shown and described herein are individually suitable for use in systems using conventional generator drive systems and other means of power creation. Means for transmission of power generated by such systems, tethering and mooring systems, and methods for improving system transportation, installation and maintenance are also disclosed.",2012,F03B  13/10; F05B2240/93; Y02E  10/28; F05B2240/40; F03B  17/061; F03D   9/00; Y02E  10/725; Y10T  29/49826; B23P  11/00; B63B  21/24; F03B  17/06; F05B2240/97
378328355,US201113111954,Floating wind farm with energy storage facility,A floating wind farm includes a plurality of floating rafts connected with one another and being disposed in a body of water below the water by a predetermined distance; a plurality of wind turbines connected to the floating rafts respectively and being configured to be driven by wind and thereby generate power; a power generator connected to the floating rafts; a plurality of anchors connected to the floating rafts respectively and disposed in the body of water for confining the location of the floating rafts. Each of the floating rafts includes at least three pipes and a plurality of ballast blocks attached to the pipes. The pipes are configured to store air compressed by the power generated by the wind turbines. The power generator is configured to generate and output electricity from the compressed air stored in the pipes.,2011,F05B2250/11; F05B2260/42; B63B2035/446; F05B2240/93; E02D   5/74; F03D   9/17; B63B   1/125; B63B2001/128; B63B  35/44; F03D   9/257; F05B2240/95; B63B2001/126; Y02E  10/727; Y02E  60/15; F03D  13/25
378362960,ES20090180845T,Procedimiento para construir un cimiento para un sistema de generaciÛn de energÌa eÛlica,"Procedimiento para construir un cimiento para un sistema de generaciÛn de energÌa eÛlica, destinado asostener un sistema de generaciÛn de energÌa eÛlica marina sobre la superficie del mar y a soportar una torrede dicho sistema de generaciÛn de energÌa eÛlica que se extiende desde una posiciÛn por encima de lasuperficie del mar hacia abajo, hasta un nivel cercano al lecho marino, procedimiento que comprende el pasode instalar una pluralidad de unidades filtrantes en forma de saco conteniendo objetos en bloquepredeterminados, entre dicho lecho marino y una base soportada por y fijada a un fondo predeterminado ofijada a un lecho marino excavado.",2009,Y02E  10/727; B63B  21/26; F03D   1/00; E02B2017/0091; F05B2240/95; F03D  13/22
378367130,EP20120785662,Connection system for connecting component sections of wind turbine blades,"The present invention relates to a connection system for connecting component sections of wind turbine blades, according to which one or more intermediate parts (2) formed by a complex structure defining end transverse partitions (2.1) and a central transverse partition (2.2), between which there extend columns (2.3) separated by openings (2.4), is arranged between the blade sections (1) to be connected, the openings (2.4) including short bolts or screws (3) that pass directly through the end transverse partitions (2.1) and long bolts or screws (3) that pass inside the columns (2.3), said bolts or screws (3) being screw-coupled to nut-like anchoring parts (4) housed in the material of the blade sections (1).",2012,F03D   1/06; F05B2260/301; F05B2240/302; F16B   5/0084; Y02E  10/721; F16B   5/00; F03D   1/0675
378377376,NO20110000563,En fremgangsmate for vertikal innretting av et tarn,"FremgangsmÂte for vertikal innretting av et bÊreelement (5) som egner seg for bÊring av en utstyrsenhet s som en vindturbin eller lignende, og som er  utformet for forbindelse med et fundament (1) som er installert p en havbunn (B). FremgangsmÂten innbefatter trinnene: a) mÂling av fundamentets hellingsvinkel (a), b) overf¯ring av hellingsvinkelen (a) til en f¯rste ende av bÊreelementet (5), c)  tilforming av en endedel (8) med en vinkelorientering i forhold til bÊreelementets lengdeakse (y) som svarer til hellingsvinkelen, og d) installering av bÊreelementet via dets f¯rste ende p fundamentet, slik at derved bÊreelementet inntar en vertikal orientering.",2011,E02D  27/42; E04H  12/085; E02D  27/52; E04H  12/22; F03D  11/04; F05B2230/608; E02D  27/425; E04H  12/08; F03D   1/00; E02B  17/00
378382447,JP20110066863,"INSTALLATION METHOD, REMOVAL METHOD AND STRUCTURE OF FLOATING BODY TYPE OFFSHORE WIND POWER GENERATION FACILITY","PROBLEM TO BE SOLVED: To provide a floating body type offshore wind power generation facility having high workability and needing low facility costs.SOLUTION: In the structure of the floating body type offshore wind power generation facility 1 comprising a power generation device 2, a floating body 3 for supporting the power generation facility, a sinker 4 for mooring the floating body and a mooring rope whose one end is fastened to the floating body and whose other end is fastened to the sinker to be stretched in a tensed manner to make stable the position and attitude of the floating body, the sinker 4 is formed in the form of a bottomed cylindrical body whose top is entirely open to house the whole column of the floating body. At the same time, the bottomed cylindrical body and the floating body are connected with each other with the mooring rope. By evenly pouring water into the entire interior of the cylindrical body of the sinker, the sinker 4 is spaced apart from the floating body to reach a sea bottom 7 to be a component of the floating body type offshore wind power generation facility 1 that serves as both a barge for towing the floating body and a weight for the floating body.",2011,B63B  35/00; B63B  43/06; B63B  35/28; F03D  13/40; B63B  21/50; F05B2240/93; B63B  21/29; F03D  13/25; Y02E  10/727; B63B2231/60; F05B2240/95; B63B  21/502
378382472,JP20110067676,METHOD FOR CONSTRUCTING OFFSHORE WIND POWER GENERATION FACILITY,"PROBLEM TO BE SOLVED: To facilitate transportation of a floating body and throwing-in of a ballast material; to secure stability of the floating body; and to easily remove the ballast material even during the removal of offshore wind power generation facilities.SOLUTION: The offshore wind power generation facilities include: the floating body 2; a mooring cable that is connected to the floating body 2; a tower that is erected on the floating body 2; and a nacelle and a plurality of windmill blades, which are provided on the top of the tower. A method for constructing the offshore wind power generation facilities includes: a first procedure of floating the floating body 2 sideways on the sea and of towing the floating body 2 to an offshore installation location; a second procedure of erecting the floating body 2 in an upright state by injecting water or sea water into the floating body 2, in the offshore installation location; and a third procedure of transporting a fluid to the inside of the floating body 2 by mixing the water or the sea water with a powdery and granular ballast material 43 higher in specific gravity than the water, and of throwing the ballast material 43 into the floating body 2 by pumping up redundant water inside the floating body 2.",2011,B63B  27/25; B63B  35/34; F03D  13/25; F05B2240/93; B63B  35/00; F05B2240/9151; B63B  43/06; B63B  43/08; B63B  35/44; B63B   9/06
378382473,JP20110067679,METHOD FOR CONSTRUCTING OFFSHORE WIND POWER GENERATION FACILITY,PROBLEM TO BE SOLVED: To reduce construction costs by enabling easy and safe installation on the ocean.SOLUTION: A method for constructing offshore wind power generation facilities includes: a first procedure of transporting a floating body to an erection location; a second procedure of erecting the floating body in an upright state by throwing ballast into the floating body; a third procedure of making the floating body reach the bottom of the sea by throwing in ballast water 31 after towing the floating body to a sea area shallower than an offshore installation location; a fourth procedure of mounting a deck and a tower; and a fifth procedure of floating the floating body by discharging the ballast water 31 and of towing the floating body to the offshore installation location.,2011,B63B  35/00; B63B   9/06; B63B  35/44; B63B  43/06
378382474,JP20110067683,METHOD FOR CONSTRUCTING OFFSHORE WIND POWER GENERATION FACILITY,"PROBLEM TO BE SOLVED: To perform easy and safe construction on the ocean, and to secure stability when a strong wind blows or billows rise.SOLUTION: The offshore wind power generation facilities 1 include: a floating body 2; mooring cables 4, 4, ... that are connected to the floating body 2; a tower 5 that is erected on the floating body 2; and a nacelle 6 and a plurality of windmill blades 7, 7, ..., which are provided on the top of the tower 5. In construction of the offshore wind power generation facilities 1, when at least the tower 5 is installed on the upper portion of the floating body 2, swinging of the tower 5 is controlled by a mass damper 36 that is installed on the tower 5 or a hanging jig 44a of a crane for hanging the tower 5, and swinging of the floating body 2 is controlled by a control moment gyro 35 that is installed inside the floating body 2.",2011,B63B  39/04; B63B2035/446; B63B  75/00; B63B  35/44; B63B   9/06; B63B  43/06; B63B  35/00
378383494,JP20110065539,"FLOATING BODY TYPE WIND POWER GENERATOR ON OCEAN, AND METHOD FOR CONSTRUCTING THE SAME","PROBLEM TO BE SOLVED: To provide a method for constructing a floating body type wind power generator on the ocean, which solves such the problem that the construction period of construction work on the ocean is long, the skill is necessary, and the cost is high in the conventional method.SOLUTION: In the method for constructing the floating body type wind power generator 1 on the ocean, a foundation 2 having a cell of a spur type floating body type wind power generator on the ocean, a tower 3 and a windmill 4 are assembled on the shore in advance; a bending part 9a is provided and assembled so that the tower 3 can be bent in the middle thereof; the foundation is placed on its side during the mooring mode, and a tip part from the hinge of the tower is made orthogonal thereto and erected on the sea; the foundation is set upright by charging/discharging sea water in the cell when the wind power generator reaches the place of installation on the sea; the bending angle of the bending part is bent by a hinge opening/closing means as the condition of a part behind the hinge of the tower is changed from the sideway condition to the upright condition, and the tip part 3a from the hinge 9 of the tower 3 is upright with respect to a part 3b from the hinge of the tower 3.",2011,Y02E  10/721; Y02E  10/727; F03D   9/00; B63B  35/00; Y02B  10/30; Y02E  10/725; Y02B  10/70; F03D   1/06
378391706,JP20120506569,??????????????????,NULL,2010,F03D   7/0276; F05B2240/93; B63B  39/062; F03D  13/25; Y02E  10/727; F03B  13/14; F03D   7/0272; Y02E  10/723; F03D   7/042; F03D   9/00; F03D   7/04; Y02E  10/38
378402030,EP20120787427,DEVICE FOR RECOVERING ENERGY FROM A MOVING FLUID,NULL,2012,F03B  17/062; F03D   1/04; F03D   3/04; F05B2240/214; Y02E  10/74; F03D   1/02; F03D  13/25; F05B2240/40; Y02E  10/28; F03D   3/00; Y02E  10/38; F03D   3/005; F03D   3/0427; F03D   9/25; F05B2250/311; F03B  13/10; F03D   3/02; F05B2250/312; F03B  17/06; Y02E  10/72
378517710,CN201210269651,Wind power generation tower device,"The invention belongs to the technical field of wind power generation and discloses a wind power generation tower device which comprises a frame bearing structure (1), an external maintenance structure (2) and a base (3); and the external maintenance structure (2) is connected with the frame bearing structure (1) by a connecting fitting, the bottom of the base (3) is arranged in a soil layer under the ground, and the top of the base (3) is connected with the frame bearing structure (1). The wind power generation tower device is of a novel frame structure, a main component can be made of structural steel, and a mass of plate rolling and welding working procedures can be omitted, so that the manufacture difficulty can be greatly reduced, and the wind power generation tower device can preferably take advantages of the performance of each steel material compared with the conventional conic cylinder type tower frame; and the geometric dimension of the tower frame is not limited by the transporting condition, so that the higher tower frame can be built up, the larger wind power machine set can be supported, the more wind energy can be obtained, the wind power generation tower device can be used in a place where the wind force is not strong, and the wind power generation tower device is suitable for the marine power generation machine set.",2012,F03D  11/00; Y02P  70/523
378531130,CN201220008031U,Multifunctional wind power engineering catamaran for offshore high-altitude heavy-load hoisting and installation operation,"The utility model discloses a multifunctional wind power engineering catamaran for offshore high-altitude heavy-load hoisting and installation operation, and particularly relates to offshore hoisting workboats. The wind power engineering catamaran comprises lifting appliance systems, a pile hammer system, pile stabilizing devices, standing rope winches, hydraulic systems and electric systems. The multifunctional wind power engineering catamaran has the advantages that relevant devices are scientifically designed and configured on limited decks and in limited operation space of one engineering ship creatively, so that a multifunctional engineering operation system is formed, the multifunctional wind power engineering catamaran becomes the first offshore wind power engineering ship, which integrates multiple functions including wind power single-pile foundation construction, integral fan transportation and integral installation, in the world, the engineering ship runs stably at sea and is high in control precision and good in installation engineering quality, labor and material resources are greatly saved, engineering cycle is greatly shortened, engineering cost is greatly reduced, construction efficiency of offshore wind power installation engineering is remarkably improved, the current situation that offshore engineering operation needs to be completed by multiple ships and multiple devices for a long time is changed thoroughly, and a creative high-quality facility is provided for developing the offshore wind power cause.",2012,B63B  35/00
378531832,CN201220185154U,Installation auxiliary support system for offshore wind turbine,"The utility model provides an installation auxiliary support system for an offshore wind turbine. The installation auxiliary support system for the offshore wind turbine comprises a balance beam device, an upper hanger device, and a lower support frame device, wherein the balance beam device is in a bilaterally symmetric truss structure and comprises a hoop component for clamping an offshore wind turbine tower, a hydraulic escape door for achieving opening, and a hydraulic pin for achieving closing, the hoop component is symmetrically disposed in the middle of the balance beam device, the hydraulic escape door and the hydraulic pin are disposed on one side of the balance beam device, the upper hanger device is connected with the balance beam device and fixedly disposed at the bottom of the upper portion of the wind turbine tower, the lower support frame device is disposed on the lower portion of the wind turbine tower and is connected with the upper hanger device correspondingly, and the lower support frame device comprises a flexible connecting component and an automatic positioning and centering component. The installation auxiliary support system is capable of guaranteeing stability, safety and reliability in overall installation process of the offshore wind turbine under complex sea conditions, efficiency of overall installation of the offshore wind turbine is improved greatly, and demounting is easy.",2012,F03D  11/04; B66C   1/10; B66C  13/08
378533200,CN201220175762U,Inner prestress pre-buried anchor bolt connection type concrete wind power tower,"The utility model belongs to wind power generation equipment, and particularly relates to an inner prestress pre-buried anchor bolt connection type concrete wind power tower, which includes concrete sections (1), transitional concrete sections (2), transitional steel structure sections (3), steel structure sections (4) and stranded wires (19), and is characterized in that the concrete sections (1) and the transitional concrete sections (2) comprise two or more concrete section ring plates (1-1) and transitional concrete section ring plates (2-1); a plurality of longitudinal stranded wire penetrating holes (6) are uniformly and symmetrically formed in lower end flanges of the concrete sections (1), the transitional concrete sections (2) and the transitional steel structure sections (3); and four pre-buried guiding rod penetrating pipes (10) are uniformly and symmetrically distributed at the bottoms of the concrete sections (1) above the joints between the concrete sections (1) and between the concrete section (1) and the transitional concrete section (2), and at the bottoms of the transitional concrete sections (2) respectively. The inner prestress pre-buried anchor bolt connection type concrete wind power tower adopts the plate and sectional structure, thereby being convenient for transportation and installation, and reducing the manufacturing expense.",2012,E04H  12/16
378533201,CN201220175848U,External prestress embedded anchor bolt connection type concrete wind-power tower,"The utility model belongs to wind-power generation equipment and particularly relates to an external prestress embedded anchor bolt connection type concrete wind-power tower comprising concrete sections (1), transitional concrete sections (2), transitional steelwork sections (3), steelwork sections (4), steel strands (5) and a steel strand anchor (19). The concrete wind-power tower is characterized in that the concrete section (1) consists of two or more concrete ring pieces (1-1), and the transitional concrete section (2) consists of two or more concrete ring pieces (2-1), mounting pads (8) for squaring are mounted among the concrete sections (1) and between the transitional concrete sections (2) and the concrete sections (1) and are fixed by fillers (15). The external prestress embedded anchor bolt connection type concrete wind-power tower in external split and sectional structure is convenient for transport and mounting, manufacturing cost is reduced, all parts are more convenient in connection and construction, industrialization production is facilitated, and popularization and application of wind-power generation is benefited.",2012,E04H  12/16
378538536,CN201220119029U,Drive circuit of offshore wind power flexible DC power transmission current transformer,"The present utility model relates to a drive circuit of an offshore wind power flexible DC power transmission current transformer. An input end is connected with a control system, an output end is connected with the current transformer, the drive circuit comprises a pulse width modulation signal input circuit, a driving signal amplifier and an output circuit which are successively connected, the pulse width modulation signal input circuit is connected with the control system, and the output circuit is connected with the current transformer. In the drive circuit, pulse width modulation signals generated by the control system can be amplified to signals with grade required by an IGBT gate pole of the current transformer, transmission time delay of driving signals between the control system and the current transformer can be greatly reduced, and stable operation of the flexible DC power transmission system can be guaranteed.",2012,Y02E  10/76; H02M   1/08
378538564,CN201220119038U,Converter for offshore wind power flexible DC transmission,"The utility model relates to a converter for offshore wind power flexible DC transmission, including first to sixth IGBTs, first to third resistors and first to fourth capacitors. The first IGBT and the second IGBT are connected in series to form a first branch circuit, the third IGBT and the fourth IGBT are connected in series to form a second branch circuit, the fifth IGBT and the sixth IGBT are connected in series to form a third branch circuit, the first capacitor and the second capacitor are connected in series to form a fourth branch circuit, the third capacitor and the fourth capacitor are connected in series to form a fifth branch circuit, the second resistor and the third resistor are connected in series to form a sixth branch circuit, and all the branch circuits are sequentially connected in parallel. The connection terminal of the first and the second capacitors, the connection terminal of the third and the fourth capacitors and the connection terminal of the second and the third resistors are connected sequentially; and the first resistor is connected between a collector of the fifth IGBT and a positive electrode of the first capacitor. The utility model performs rectification to three-phase AC output by wind farm AC bus, converts into DC and outputs, and it has the advantages of simple structure and low power consumption.",2012,Y02E  10/76; H02M   7/219; H02M   7/12
378579478,CA20112794178,VARIABLE ELECTRICAL GENERATOR,"A variable electrical generator (20) is operable to convert mechanical motion to electrical power. The generator (20) includes at least a stator element (60) and a rotor element (50) including coils (320) and magnets (90). The generator (20) includes a configuration of modules (80) including the coils (320) for generating wavelets (30) in response to the coils (320) interacting magnetically with the magnets (90), and a control arrangement (70) for combining the wavelets (30) for generating a composite synthesized power output (10) from the generator (20). A method of maintaining a variable generator (20) includes steps of: (a) determining operating status of modules (80) of the generator (20); (b) unplugging and replacing one or more defective modules (80) as identified in step (a). The generator (20) is susceptible to being used in renewable energy system, for example in a tidal water turbine, in a wind turbine, in association with an oscillating wind vane, in association with an ocean float, in a hydroelectric turbine, in a steam turbine.",2011,F05B2220/7064; H02K   1/18; H02K  11/33; H02P   9/02; Y02E  10/38; H02K  21/12; H02P   9/48; Y10T  29/4973; H02K2213/12; H02P  25/22; F03D   9/25; F03D   9/255; H02K  21/14; H02K  21/22; H02P2101/10; H02P  27/16; Y02E  10/725; F03B  13/12; H02K  21/24; H02P2101/15
378660551,EP20120194731,Offshore wind energy system,"The wind energy system (2) has wind-power plants (6) that are electrically connected by a power cable (8). A monitoring device (18) is provided for monitoring the wind energy system. A control device (20) is provided for setting electricity generation reference value for wind-power plant. The control device is established upon detection of a power failure by monitoring device, such that the electricity generation reference value for wind power plant is adapted as a function of power cable parameter. An independent claim is included for a method for operating wind energy system.",2012,F03D   7/048; F03D   9/00; F05B2260/80; Y02E  10/723; F03D   7/02; F03D   7/0284; F05B2260/84; F03D  11/00; F03D  17/00; F03D   7/04; H02J   3/38; F03D   9/255; F03D  80/00; H02J   3/386; Y02E  10/763; H02J   3/001
378707248,GB20120017693,Offshore electrical plant installation method and system,"An offshore wind turbine 11 is electrically connected to a second electrical plant 12 via two cables 19, 14. A transition cable 19 terminates with a first connector part 21 at one end and is connected at the other end to the offshore electrical plant 18 above the water surface. A second cable 14 terminates with a second connector part 15 at one end and is connected at the other end to the second electrical plant 12. The first and second connector parts 21, 15 mate to form a connection 25. In a separate embodiment, an underwater connector 25 for connecting an underwater cable 19 to an offshore electrical plant (e.g. wind turbine 11) comprises first and second connector parts 21, 15, each having: a housing whose front portion can engage the other connector part housing; at least one electrical contact; and an armour termination member 35, 34 located longitudinally rearwardly of the front portion of the respective connector part 21, 15. When the connector parts 21, 15 are mated, the housings come into contact to provide a watertight seal 36 around the electrical connection and a longitudinally extending member (e.g. tie-bar 37) extends between the armour termination members 35, 34 of the two connector parts 21, 15.",2012,F03D  13/20; F03D  13/25; H02G   9/02; Y10T  29/49002; F03D  11/04; Y02E  10/727; H01R  13/5221; H01R  43/26; H01R  13/523; H02G   1/10
378772552,CN201120288503U,An energy storage and conversion device,"The utility model provides an energy storage and conversion device which is different from a conventional water storage device and electricity storage device and is characterized by causing no pollution, being low in cost, realizing fast energy storage, having large storage capacity, being long in service lifetime, being widely applicable and being suitable for mass storage and transportation of energy. Redundant energy, energy for special need, energy that cannot be utilized directly in a place, or energy that is useless in a place, such as wind energy, water energy, luminous energy and heat energy of the oceans, gobies, deserts, and rivers and channels in different places, can be stored up by the energy storage and conversion device, transported to the places where the energy is needed, and converted to mechanical energy for use of equipment. The energy storage and conversion device comprises a motive power machine (1), an air pump (2), a high-pressure air tank (3), and a high-pressure air engine (4). The motive power machine (1) directly or indirectly drives the air pump (2) through power generation to pump air into the high-pressure air tank (3) until a rated quantity is achieved and then the high-pressure air tank (3) is sent to other places in need of the energy. The energy storage and conversion device can be used for multiple operations.",2011,Y02E  10/72; F03B  13/00; F03D   9/02
378772577,CN201220178132U,Marine wind energy stepless speed change generating device,"The utility model belongs to the field of marine wind energy equipment, and particularly relates to a marine wind energy stepless speed change generating device, which includes a fan, a support body, an index plate, magnets, an air cylinder, rectangular magnets, a speed changing plate, a telescopic rotating shaft, a generator and an air duct, wherein the motor and the index plate are mounted together through the support body; multiple magnets are uniformly distributed on the index plate; the generator is fixed on the support body; the generator and the index plate are mounted together through the telescopic rotating shaft; multiple rectangular magnets are uniformly distributed on the index plate; the speed changing plate is perpendicular to the index plate; the air cylinder is mounted opposite to the speed changing plate and fixed on the support body; a ball is arranged at the cylinder head; the air duct is fixed on the support body; and the right-angle end of the air duct is parallel with the fan, and the other end thereof is parallel with the telescopic rotating shaft. The marine wind energy stepless speed change generating device is the wind energy generating device with the speed change mechanism, and has the advantages of stable output electric energy, long service life and high corrosion resistance.",2012,F03D  11/02; H02K   7/18; F03D   9/00; Y02E  10/72
378772595,CN201220194654U,Acceleration gear box for wind driven generator with power of more than 2.5 megawatts,"The utility model relates to an acceleration gear box for a wind driven generator with the power of more than 2.5 megawatts. The acceleration gear box comprises a connection flange, box bodies, a two-stage planetary gear train, a pipe shaft, an inner spline shaft and an output gear shaft, wherein the front box body, a primary inner tooth ring, a torsion arm, a second inner tooth ring and the middle box body are sequentially connected with one another through bolts; the upper box body and the lower box body are connected with the middle box body; the connection flange, a primary planetary frame, a primary sun wheel, a secondary planetary frame, a secondary sun wheel and the inner spline shaft are coaxial; a primary sun wheel shaft, a secondary sun wheel shaft and the inner spline shaft are sequentially sleeved on the pipe shaft in a floating manner; the output gear shaft is parallel to the inner spline shaft; sealing rings are arranged at a combination of the primary planetary frame and the front box body as well as combinations of the output gear shaft and the upper box body and the lower box body; the box bodies, the planetary frames and the planetary wheel shafts are provided with lubricating oil channels communicated with bearing assembly points; a mechanical pump and an electric pump are connected in parallel to a lubricating system of the gear box; and the output end of the mechanical pump is connected with the lubricating oil channels through an oil path distributor.",2012,F03D  11/02
378772596,CN201220194711U,High-power offshore type wind generator overdrive gear wheel box,"The utility model relates to a high-power offshore type wind generator overdrive gear wheel box, wherein a box body comprises a torque arm, a middle box body, a rear box body, an upper box body and a lower box body, a first level inner gear ring is arranged between the torque arm and the middle box body, a second level inner gear ring is arranged between the middle box body and the rear box body, and the first level inner gear ring is connected with the second level inner gear ring through bolts. A first level planetary gear train, a second level planetary gear train and an inner spline shaft are located on the same axis, the inner spline shaft is provided with a big gear wheel, and an output gear wheel shaft parallel to the inner spline shaft is further arranged between the rear box body and the upper box body and the lower box body. A first level sun wheel shaft is connected with a second level planet carrier through a spline, a second level sun wheel shaft is connected with the inner spline shaft through the spline, the big gear wheel on the inner spline shaft is meshed with a gear wheel on the output gear wheel shaft, seal rings are arranegd on a position where an input planet carrier and the torque arm are combined and on a position where the output gear wheel shaft and the upper box body and the lower box body are combiend, and the gear wheel box is further provided with a forced lubrication system.",2012,F03D  11/02; F16H  57/029; F16H  57/08; F16H  57/025; F16H  37/041; F16H  57/021; F16H  57/023; Y02E  10/722; F16H   1/36; F16H  57/04
378779910,CN201220206525U,Light direct-current power transmission system for offshore grid-connected wind farm,"The utility model relates to a light direct-current power transmission system for an offshore grid-connected wind farm. The light direct-current power transmission system for the offshore grid-connected wind farm is characterized in that large-capacity converters are respectively arranged on an offshore wind farm side and a grid side and are connected with a direct-current power transmission cable to realize the offshore wind power transmission and grid connection; the large-capacity converter on the offshore wind farm side is formed by cascading a phase-shifting transformer and the output ends of direct-current sides of a plurality of power units; the large-capacity converter on the grid side consists of power units, an LC filter circuit and a transformer; the direct-current input sides of the power units are cascaded and are connected with the direct-current power transmission cable; by using the power units, a direct-current voltage is inverted and a low-voltage alternating current is output by adopting a pulse width modulation (PWM) technology; the alternating current output end of each power unit is connected into the secondary side of the transformer through the LC filter circuit; and the alternating current required by a user is output through the transformer of a different model. The light direct-current power transmission system for the offshore grid-connected wind farm has the advantages of low cost, flexible direct-current voltage grade matching, low harmonics and the like.",2012,Y02E  10/763; H02J   3/38
378802619,US201113152783,Cooling and climate control system and method for an offshore wind turbine,"A system and method to cool the air inside the nacelle and the heat generating components, particularly of an offshore wind turbine is presented. The ambient air first enters an air handling unit near the tower bottom where the airborne water droplets and salt particles are removed. The clean air is then compressed adiabatically, thus increasing the dew point temperature of the water vapor in the air. The high pressure, high temperature air from the compressor is then cooled and dehumidified in a sea water-to-air heater exchanger or an air-to-air heat exchanger. The high pressure air from the heat exchanger then enters the turbine at the tower bottom and flows up to the nacelle where it is allowed to expand adiabatically in a duct. The duct helps direct the resulting cold air over the heat generating components. The cold air can also used to cool these components internally. The warm air ultimately exits the nacelle at the rear top.",2011,F01D   5/08; F03D  11/04; F03D  80/60; F03D  11/00; Y10S 416/06; Y02E  10/726
378802630,US201213585339,Wind turbine rotor blade components and methods of making same,Structural preform layers of multiple rigid unidirectional strength elements or rods are constructed and arranged for use in fabricating load-bearing support structures and reinforcements of wind turbine blades. Individual preform layers include multiple elongate unidirectional strength elements or rods arranged in a single layer along a longitudinal axis of the preform layer. Each preform layer includes one or more fibrous carrier layers to which the multiple strength elements or rods are joined and arranged in the single layer. Each strength element or rod is longitudinally oriented and adjacent to other elements or rods. Individual strength elements or rods include a mass of substantially straight unidirectional structural fibers embedded within a matrix resin such that the elements or rods have a substantially uniform distribution of fibers and high degree of fiber collimation. The relative straightness of the fibers and fiber collimation provide strength elements or rods and the preform layers with high rigidity and significant compression strength.,2012,B29B  11/16; F03D   9/25; F04D  29/38; F05B2230/20; F05B2280/6003; Y10T  29/49632; B29C  70/023; B63H   1/26; Y10T  29/49787; B29L2031/085; F03D  11/00; Y02E  10/725; B29D  99/0028; F05B2220/30; B29C  70/083; F03D   1/06; F03D   1/0675; F03D  80/00; F05B2240/2211; Y02E  10/722; Y02E  10/74; Y10T 156/10; Y10T  29/49337; Y02E  10/721; Y10T  29/4979; B23P  15/04; Y02P  70/523
378813105,EP20120793316,NATURAL ENERGY EXTRACTION APPARATUS,"[Object of the Invention] An object of the present invention is to provide a natural energy extraction apparatus comprising a vertical rotating shaft and a float for supporting the vertical rotating shaft, wherein the internal structure of the float is simpler, the float and a mooring apparatus are more compact, and production cost is lower than in the conventional natural energy extraction apparatus. [Disclosure of the Invention] A natural energy extraction apparatus comprises a first float forming a swingable vertical rotating shaft, a second float moored to surround the first float, and a power transmission device attached to the second float to convert rotational kinetic energy of the first float to driving torque for driven equipment, and the natural energy extraction apparatus is installed on a body of water.",2012,F03D   9/02; Y02E  10/74; F03D   7/06; F03D   9/00; Y02P  70/527; F03D   3/005; F03D  11/04; F03D  80/30; F03D  13/20; F05B2270/1011; Y02E  10/223; Y02E  10/28; F03D   9/008; F03D   9/25; F05B2240/93; F03B   7/00; F03D   3/02; F05B2260/904; F03B  17/06; F03B  17/063; F03D   3/00; F03D   9/11; F03D  13/22; F03D  15/00; Y02E  10/38; Y02E  10/727; Y02P  70/523; F05B2240/95
378824219,PL20110394958,Device for capturing the energy of sea or ocean waves using a propeller turbine with self-adjusting blades,NULL,2011,Y02E  10/721; F03D   1/06
378837214,JP20110085710,FLOAT,"PROBLEM TO BE SOLVED: To simplify a structure, by restraining rocking, in a float.SOLUTION: This float includes a floating body 24a capable of erecting a wind power generation device in an upper surface part, and a dynamic vibration reducer 24b arranged in the floating body 24a and restraining its rocking. The dynamic vibration reducer 24b has a rotary member 41 for vertically rotatably supporting an intermediate part in the longitudinal direction by a support shaft 52 horizontal to the floating body 24a, a pair of weights 42 arranged in respective end parts in the longitudinal direction in the rotary member 41, compression coil springs 43 for energizing and supporting the rotary member 41 to and by a predetermined rotary position, and dampers 44 for absorbing kinetic energy generated by the relative movement of the floating body 24a and the rotary member 41.",2011,B63B  35/34; E01D  19/02; B63B  35/00; B63B  39/02; B63B  35/44
378837215,JP20110085711,FLOAT,"PROBLEM TO BE SOLVED: To provide a float capable of suppressing generation of rocking, making effective use of energy obtained by suppressing rocking, and erecting a structure on the top by being supported to float on the ocean.SOLUTION: There are provided: a floating body 24a that allows a wind power generation device to be erected on the top face section; a dynamic damper 24b that is installed on the floating body 24a to suppress rocking thereof; and a storage device that stores energy absorbed by the dynamic damper 24b. The dynamic damper includes: a rotating member 41 that allows a middle section in the longitudinal direction to be supported on the floating body rotatably vertically by a horizontal supporting shaft 52; a pair of weights 42 provided at each end of the rotating member in the longitudinal direction; a biasing member 43 that biases and supports the rotating member at a predetermined rotating position; and a generator that generates electric power by kinetic energy generated by relative movement between the floating body and the rotating member.",2011,B63B  35/34; B63B  39/02; B63B  35/00; B63B  35/44; B63J  99/00
378847568,JP20120512943,???????????????,NULL,2010,F03D  13/25; B63J   3/04; F05B2240/931; Y02E  10/727; B63J2003/046; B63B  17/00; B63B  35/00; Y02E  10/725; B63B   1/32; F05B2240/95; Y02T  70/58; B63H  13/00; F03D   9/25; F03D   9/00; Y02T  70/5254; B63B  15/00; F03D   9/32; Y02T  70/70
378920419,KR20110030672,SHIP FOR INSTALLING SEA WIND POWER GENERATOR AND METHOD USING THE SAME,"PURPOSE: A ship and a method for installing an offshore wind power generator is provided to rapidly install an offshore wind power generator by loading, transporting, and installing the offshore wind power generator in a state where the assembly of the offshore wind power generator is completed. CONSTITUTION: A ship for installing an offshore wind power generator comprises a ship body(10), a fixing unit(33), a rail part, and a gantry crane(31). An installation hole is formed on the ship body and downwardly penetrates the ship body to install an offshore wind power generator at an installation position of the sea. The fixing unit fixes the offshore wind power generator on the ship body. The rail part comprises a pair of rails extended in parallel. The gantry crane is movably installed along the rails of the rail part. In a state where the offshore wind power generator fixed by the fixing unit is released, the gantry crane transports the offshore wind power generator to the installation hole by clamping a post part of the offshore wind power generator and installs the offshore wind power generator on the sea through the installation hole.",2011,B63B   9/00; B63B  35/44; F03D  11/04; B63B  27/12; Y02T  70/146
378924966,KR20110035422,"The ship sailed into solar energy, wind power energy and a canvas","PURPOSE: A ship for sailing with solar energy, wind power energy, and wind is provided to simplify maintenance with a simple structure of a power device including a motor and a propeller and to remove additional fuel supplement with a solar energy generating part and a wind power generating part to generate self electricity. CONSTITUTION: A ship for sailing with solar energy, wind power energy, and wind comprises a multihull(50), multiple vertical moving units(505), a solar power generating part(10), a wind power generating part(20), and a control part. The multihull comprises multiple hulls(501), a deck, and a power device comprising a motor and a propeller. The vertical moving units are vertically fixed on the top of the multihull and are coupled to the solar power generating part. The solar power generating part comprises a solar cell module package and a collecting circuit. The wind power generating part is coupled to the top of the multihull inside the solar power generating part. The wind power generating part comprises a rectifier and a wind power generating unit. The control part charges and controls electric energy generating in the solar power generating part and wind power generating part.",2011,B63J2003/046; B63J   3/04; F03D   3/02; H01L  31/042; Y02E  10/725; H02S  10/00; Y02E  10/74; Y02E  10/50; B63H   9/04
378927010,KR20110037745,POSITON KEEPING DEVICE OF VESSEL,"PURPOSE: A position keeping device for a ship is provided to maintain a ship at a right position even through strong wind and current loads are applied to the ship because the position keeping device is coupled to a tower installed on the sea. CONSTITUTION: A position keeping device(10) for a ship comprises a hinge part(40), a supporting frame(20), and a coupling part(30). The hinge part is mounted on a hull of a ship(1). One side of the supporting frame is coupled to the hinge part. The coupling part is positioned in the other side of the supporting frame. A coupling hole coupled to a predetermined protrusion part(T) is formed on the coupling part. The supporting frame is rotated on a hinge shaft of the hinge part so that the coupling part can be coupled to the protrusion part, thereby maintaining the position of the ship.",2011,B63B  35/44; B63B  21/00; Y02E  10/727
378927940,KR20120080563,A SUPPORT APPARATUS FOR SEA WIND POWER GENERATOR,"PURPOSE: A device for supporting an offshore wind power generator is provided to support upper loads on a flange by installing three legs into a regular triangle shape. CONSTITUTION: A device for supporting an offshore wind power generator comprises three legs(100), a flange(110), a horizontal brace(120), a diagonal brace(130), a reinforcement unit(140), side braces, inclined braces, connection cans, and an inner brace. The three legs are formed into a regular triangle shape. The flange supports a turbine assembly. The horizontal brace is horizontally connected between the legs and the flange. The horizontal and diagonal braces support loads on the flange. The diagonal brace is connected between the legs and the flange to be inclined. The reinforcement unit reinforces the bearing power of the horizontal brace. The side and diagonal braces connects the three legs. The connection cans connects one end of each inclined brace to the legs. The inner brace is extended from the horizontal braces, and joined each other at the center of the flange.",2012,F03D  11/00; F05B2240/912; F05B2240/95; F03D  13/22; F03D  11/04; E02D  27/52; E04H  12/00; Y02E  10/727
379062881,CN201210189258,Wind turbine blade shear web with spring flanges and method for assembling shear web to spar caps,A wind turbine blade has upper and lower shell members with a respective spar cap configured on an internal face of the shell members. A shear web extends between the spar caps along a longitudinal length of the blade. A connection assembly is configured between the transverse ends of the shear web and the spar caps. The connection assembly includes spring flange members that extend distally beyond the transverse ends of the shear web at opposite sides of the shear web so as to define a laterally extending float section. A bond paste layer is between the float sections and the spar cap and between the transverse end of the shear web and the spar cap as a result of compression of the spring flanges against the spar cap.,2012,B29C  65/48; B29C  65/52; B29C  66/43441; B29C  66/5326; B29C  66/636; Y02E  10/721; B29C  66/324; B29C  66/345; B29L2031/085; Y10T  29/49336; B29C  66/112; B29C  66/54; F03D   1/0683; Y02P  70/523; B29C  66/131; B29C  66/114; F05B2260/96; B29C  66/721; F03D   1/06; Y10T  29/4998
379062900,CN201210185970,Assembly and/or maintenance of a wind turbine,"The invention relates to an assembly and/or maintenance of a wind turbine. The invention concerns a method for assembly and/or maintenance of a wind turbine (29), whereby at least one rotor blade (21) is attached to and/or detached from a hub (13) of the wind turbine (29) which hub (13) is removably fixed to a mounting device (7) positioned at a substantial distance above a ground surface level. The invention also concerns a mounting device (7) for that purpose.",2012,F03D  11/00; B25B  27/00; F03D   1/0658; F03D  13/10; F03D  80/50; F05B2230/61; Y02P  70/523; Y02E  10/727; F05B2230/604; Y02E  10/721; F05B2240/95
379079842,CN201220049088U,Device for enhancing strength of twin-hull wind power engineering operation ship,"The utility model discloses a device for enhancing strength of a twin-hull wind power engineering operation ship. The device comprises two anti-torsional boxes which are transversely placed at middle parts of two sheet bodies; the device further comprises eight knee plates; one ends of the knee plates are connected with the anti-torsional boxes; and the other ends of the knee plates are connected with decks of the sheet bodies. According to the utility model, torsion resistance and bending resistance of the operation ship can be enhanced.",2012,B63B   1/12; B63B  35/00
379080728,CN201220115015U,wind turbine generator installation vessel,"The utility model provides a wind turbine generator installation vessel, which comprises a vessel body and a hoist installed on the vessel body; the hoist comprises a hoisting arm and a rotary support platform; the hoisting arm comprises two hanging arms arranged at an interval, and the interval between the two hanging arms is used for accommodating a cabin of a wind turbine generator in the hoisting process; the rear end of the hoisting arm is hinged with the rotary support platform; the rotary support platform is installed on the vessel body; the hoisting arm can rotate in a horizontal plane together with the rotary support platform and can rotate in a vertical plane around an articulated axle of the hoisting arm; and blower supporting seats used for carrying the wind turbine are installed on the vessel body. According to the wind turbine generator installation vessel provided by the utility model, as the hoisting arm is composed of the hanging arms arranged at an interval, when the wind turbine generator is hoisted at sea, one part of the cabin of the wind turbine generator can be accommodated between the hanging arms, the whole hoisting for the wind turbine generator can be realized under the condition that the hoisting height is less than the height of the wind turbine generator, and the operation is convenient.",2012,B63B  35/00; Y02E  10/727; B66C  23/66; B66C  23/52; B66C  23/84
379083081,CN201220205289U,Floating wind power tower,"The utility model discloses a floating wind power tower, which comprises a support frame (1) and a paddle structure (2) on the support frame (1). The floating wind power tower is characterized in that a floating platform (3) is arranged at the bottom of the support frame (1); a vertical downward gravity balancing rod (4) is arranged below the floating platform (3); a balancing block (5) is arranged at the bottom of the gravity balancing rod (4); the floating platform (3) is connected with at least three buoyancy tanks (6) through a supporting rod (7) to form an integrated structure; the adjacent buoyancy tanks (6) are connected through a flexible belt (8); the floating platform (3) is positioned in the geometric center of a regular polygon formed by a plurality of buoyancy tanks (6); all the buoyancy tanks (6) are connected to the gravity balancing rod (4) through the flexible belts (8); and anchors (9) are connected to the balancing block (5) through anchor chains. The wind power tower is simple in structure, skilful in design and reasonable in layout, and can automatically float on the sea level.",2012,B63B  35/44; F03D   9/00; Y02E  10/72; F03D  11/00
379093402,RU20110125453,MARINE ECOLOGY-POWER COMPLEX,"FIELD: transport. ^ SUBSTANCE: invention relates to monitoring of water areas and cleaning it of various contaminations. Proposed marine complex comprises platform, windmill, photocell station, gas holder unit, electrolysis unit, surface water cleaning unit, water composition control lab and weather station, complex components control unit, gantry, set of propeller shafts, navigation bridge, stem with structural connection angles, brushes for collecting surface water, anchor unit, power unit composed of motor-generator set, battery room, and super capacitor station. Platform perimetre is equipped with external hollow bars to carry paddle wheels for ice breaking. Said hollows bars house fluid washing system assembly units and parts fluid inlet of said system is communicated with helical duct. Turbine coupled via reduction gearbox with generator rotor is mounted at duct outlet. Generator output is connected to power unit battery station. Helical duct inlet is communicated with surface water cleaning unit fluid outlet. Additionally, added are hydrological parameter measurement unit and geophysical parameters unit connected via interface with weather station processor unit. Besides, proposed complex incorporates ice fathometer. ^ EFFECT: expended operating performances, pollution-free power generation. ^ 2 cl, 2 dwg",2011,G01N  27/00; G01N  33/18; B63B  35/00; G01W   1/00; F01K  13/00
379151615,CN201210320400,Host machine for marine anti-corrosion wind driven generator,"The invention relates to a host machine for a marine anti-corrosion wind driven generator, which comprises a cabin elbow, wherein a generator, a generator shell, a yaw motor, a speed change gear box, a spindle bearing and a hub are arranged on the cabin elbow; a paddle-changing bearing is arranged on the hub; the host machine is characterized in that first anti-corrosion layers are arranged on the spindle bearing and the paddle-changing bearing; each of the first anti-corrosion layers comprises an epoxy zinc rich primer layer, an epoxy micaceous iron oxide middle painting layer and a fluorocarbon surface painting layer; second anti-corrosion layers are arranged on the generator and the yaw motor; each of the second anti-corrosion layers comprises an epoxy zinc rich primer layer, an epoxy micaceous iron oxide thick-slurry painting layer and a modified polyurethane surface painting layer; third anti-corrosion layers are arranged on the cabin elbow, the speed change gear box, the hub and the generator shell; each of the third anti-corrosion layers comprises an epoxy zinc rich primer layer, an epoxy micaceous iron oxide thick-slurry painting layer and a fluorocarbon surface painting layer; fourth anti-corrosion layers are arranged on the cabin elbow and the interior of the hub; and each of the fourth anti-corrosion layers comprises an epoxy zinc rich primer layer, an epoxy micaceous iron oxide middle painting layer and an improved polyurethane surface painting layer. Different anti-corrosion layers are arranged in different parts of the host machine, so that the anti-corrosion property is increased.",2012,F03D  11/00; F03D   9/00; Y02E  10/722; F16C  33/00
379165618,CN201220165116U,Non transition section single pile type offshore blower fan foundation structure,"The utility model relates to a non transition section single pile type offshore blower fan foundation structure. The utility model aims to provide a non transition section single pile type offshore blower fan foundation structure, and aims to cancel the transition section, and the foundation structure has advantages of simple structure, fast construction, high cost performance, firmly connection, can save engineering cost, and can eliminate risk of grouting material failure. A technical scheme of the non transition section single pile type offshore blower fan foundation structure comprises a single pile type steel pipe pile and a blower fan bottom tower cylinder connected with the steel pipe pile, and the foundation structure is characterized in that a top of the steel pipe pile is provided with a foundation top flange, a bottom of the blower fan bottom tower cylinder is provided with a bottom tower cylinder flange, a leveling mechanism is arranged between the two flanges, and the two flanges are connected through bolts and nuts. The non transition section single pile type offshore blower fan foundation structure is suitable for offshore wind power generation industry.",2012,E02D  27/42; E02D  27/12
379165619,CN201220194280U,Prefabricated reinforced concrete-caisson-type offshore wind turbine foundation structure,"The utility model relates to a prefabricated reinforced concrete-caisson-type offshore wind turbine foundation structure, which is simple in structure, safe, reliable and easy to construct, and realizes reduction of steel consumption and construction cost. The prefabricated reinforced concrete-caisson-type offshore wind turbine foundation structure comprises an annular inner cylinder and an annular outer cylinder which are made of reinforced concrete and arranged coaxially; the height of the outer cylinder is less than the height of the inner cylinder; the top of the outer cylinder is connected with the outer wall of the inner cylinder through top plates; spoke-shaped partition walls are disposed between the outer wall of the inner cylinder and the outer cylinder; the partition walls, the inner cylinder, the outer cylinder and the top plates form a plurality of enclosed compartments; and the top plates corresponding to the compartments are provided with operation holes. The prefabricated reinforced concrete-caisson-type offshore wind turbine foundation structure is applicable to the field of offshore wind power generation.",2012,E02D  27/42; E02D  27/52
379181842,US201113575701,Floating support for offshore structure such as a wind generator in particular,"This floating support for an offshore structure such as a wind generator in particular, of the type including an element in the form of a support mast (16), the upper part of winch is associated with the structure and the lower part of winch is associated with elements (18) in the form of float and with ballast-forming elements (17), is characterized in that the elements (18) in the form of a float have an overall shape winch widens out from the lower part of the element (16) in the form of a mast, allowing two stable positions of the support to be defined, one of the positions being a lying-down position and the other a position standing up on the elements in the form of a float.",2011,E02B  17/00; B63B  35/00; E02B  17/02; B63B  43/06; B63B   9/06; B63B  35/44; B63B  75/00; F05B2240/93; B63B   1/125; B63B2035/446; F03D  13/22; F03D  13/25; B63B   1/107; E02B2017/0091; F05B2240/95; E02B  17/027; F03D  11/04; Y02E  10/727
379189634,PT20020026382T,SYSTEM FOR THE TRANSPORT AND INSTALLATION OF OFFSHORE WIND TURBINES,NULL,2002,B63B  35/003; F05B2240/95; F05B2230/6102; F03D  13/40; E02B2017/0091; Y02P  70/523; Y02E  10/727; F03D   1/00
379296559,EP20120802424,"A SELF-PROPELLED OFFSHORE WIND FARM INSTALLATION VESSEL, AND METHOD OF INSTALLATION USED IN THE CONSTRUCTION OF AN OFFSHORE WIND TURBINE FARM",NULL,2012,B63B  35/00; B63B  35/003; F03D  13/10; F03D  13/40; B63B  75/00; F05B2240/95; B63B  43/06; E02B  17/021; E02B  17/027; E02B2017/0047; Y02E  10/726; F03D   1/00; E02B2017/0039; Y02E  10/727; E02B  17/0004; E02B2017/006; E02B2017/0091
379378551,CN201210366590,Mounting method for foundation ring of marine wind turbine,"The invention provides a mounting method for a foundation ring of a marine wind turbine. The mounting method comprises the following steps: S1) arranging a translation system which comprises a translation mechanism, wherein a terminal of the translation mechanism is located above a placing support and a starting end is close to a coffer; S2) placing the foundation ring at the starting end of the translation mechanism; S3) driving the foundation ring to move to the terminal of the translation mechanism by a driving mechanism contained in the translation system and locating the foundation ring right above the placing support; S4) adjusting a mounting part of the foundation ring by the driving mechanism so as to cause the mounting part to face to the placing support; S5) jacking the foundation ring by a jacking device so as to separate the foundation ring from the translation mechanism, and then removing the translation mechanism; and S6) controlling the jacking device to reset and causing the foundation ring to locate on the placing support. The translation system and a jacking system are mounted for moving the foundation ring from one side close to the coffer to a position of a central support, no large-size hoisting equipment is required and common transferring equipment can be used for realizing the translation, so that the construction cost is saved.",2012,E02D  15/00
379378971,CN201210313817,Marine wind power generator set-based plug-in type wave energy power generation system,"The invention discloses a marine wind power generator set-based plug-in type wave energy power generation system, belonging to the technical field of design of electrical equipment. The marine wind power generator set-based plug-in type wave energy power generation system comprises a wind power generator set, a wave energy conversion device and an intelligent control platform, wherein the intelligent control platform supports the wave energy conversion device, and the intelligent control platform comprises a platform fixing layer, a fixed type platform, a support rod, a gear block, a first hydraulic cylinder, a connecting cross rod, a lock pin, a movable platform and a movable platform connecting rod; and the wave energy conversion device comprises a floater, a floater arm, a sleeve, a second hydraulic cylinder, an energy accumulator, a hydraulic motor, a direct-drive power generator, a rectification module, an inverting module, a second hydraulic cylinder oil return pipe, a second hydraulic cylinder oil outlet pipe, a total oil return pipe, a total oil outlet pipe, a second hydraulic cylinder outlet leading pipeline, a second hydraulic cylinder inlet leading pipeline and an oil tank. According to the invention, a wave energy utilization device is combined with the wind power generator set, and therefore, the complementary power supply of wind energy and wave energy is realized and the construction cost of the wave energy utilization device is reduced.",2012,F03B  13/16; Y02E  10/72; F03D   9/00; Y02E  10/38; F03B  15/00
379391004,CN201120571411U,Wind turbine installation vessel structure,"The utility model discloses a wind turbine installation vessel structure which comprises a hull. The hull comprises an inner bottom board, an outer board and a strength deck. Both the strength deck and the inner bottom board are in longitudinal frame structures. Cavities for containing wind turbines are arranged at a bow and a stern of the hull respectively. An anti-collision device is disposed on the inner surface of each cavity. Space enclosed by the strength deck, the inner bottom board and the outer board is divided into a plurality of box cabins by transverse bulkheads and longitudinal bulkheads, and a reinforcing frame is disposed on the inner wall of each box cabin. Therefore, the process of high quantity installation of the wind turbines under uncertain offshore climate conditions in the traditional mode is avoided, offshore operating cycle is shortened, work efficiency is improved greatly, and construction cost is reduced. In addition, bending resistance, torsion resistance, compression resistance and impact resistance of the main hull are improved greatly, and accordingly smooth offshore transport of the wind turbines is guaranteed.",2011,B63B  35/00; Y02E  10/727
379394802,CN201220167278U,Self-inflating and self-floating air bag wind driven generator device and system,"The utility model relates to a self-inflating and self-floating air bag wind driven generator system which comprises an air bag and a wind driven generator. The air bag comprises an inner air bag and an outer air bag. The outer air bag is arranged outside the inner air bag. The inner air bag is filled with a gas, the density of which is smaller than air density. The outer air bag is filled with air. The inner air bag is internally provided with an air hole. The wind driven generator is arranged in the air hole. The outer air bag is provided with a corresponding self-inflating and self-floating mechanism. Compared with the prior art, according to the self-inflating and self-floating air bag wind driven generator device and system provided by the utility model, the air bag wind driven generator is maintained in air for a long time for generating power without filling helium repeatedly, so that the effect of generating power stably by stably utilizing wind energy for a long time is realized.",2012,Y02E  10/725; F03D   9/00; F03D   1/00
379402560,US201213477762,Anchor bolt tensioning process,"A process for improving structural integrity of a structure is provided that includes retensioning a plurality of anchor bolts installed on the structure to a final load P, for each of a set of anchor bolts at a first time. A bolt stretch, B is measured for each of the set of anchor bolts. The structural integrity of the structure is found by solving an equation for each of the anchor bolts to determine a value of as found load on a bolt. Through monitoring the set of anchor bolts at a later time for changes in F for the anchor bolts, changes in the structure are detected and repaired before further damage occurs to the structure or the associated equipment. The structural failing are assessed in a number of ways including evaluating the values F as a function of the position of each of the tensioning anchor bolts.",2012,F03D  17/00; E04B   1/00; Y02B  10/30; F16B  31/04; E04G  23/02
379403134,US201113173738,Fan blade finishing,"A method of finishing a fan blade includes bonding a sheath and a cover to an aluminum fan blade with an airfoil, a root, a leading edge and a tip; imparting residual stresses onto the blade; coating the blade to protect exposed areas of the blade; and curing the blade in low-temperature cure cycles to preserve residual stresses imparted.",2011,B32B   3/00; B32B   5/18; F04D  29/324; F05D2230/23; F05D2240/303; Y10T 428/24628; F01D   5/147; F03B   7/00; F04D  29/38; F05D2230/90; B32B   1/00; B32B   9/00; B63H   7/02; F03B   3/12; F04D  29/02; B31B   1/60; B64C  11/16; F01D   5/14; B23P   9/04; B29C  65/00; B32B   5/12; B64C  27/46; Y10T 428/24124; B32B  15/04; B63H   1/26; F01D   5/18; Y10T 156/1039; C21D   7/06; C22F   1/04; F01D   5/288; F05D2300/702; Y10T 156/10; B44C   3/08; B64C  11/24; F01D   5/28; Y10T 156/1002; Y10T 156/1041; B32B  37/00; B32B  38/08; B44C   5/04; F01D   5/286; F03D  11/02; F04D  29/023; F04D  29/32; Y02T  50/672; Y10T 428/12479
379406596,US201113173308,CMC blade with integral 3D woven platform,A method of forming a component for use in a gas turbine engine includes the steps of forming an airfoil/root assembly; creating a platform assembly structure having an opening; inserting the airfoil/root assembly into the opening; and bonding the platform assembly structure to the airfoil/root assembly to form the component.,2011,B23P  15/04; B29C  65/006; B32B  37/02; C04B2237/76; F01D   5/284; F03D  11/02; B21K  25/00; C04B2237/38; F05D2240/30; B32B  37/00; B32B  38/10; B64C  11/24; C04B2235/5248; C04B2237/86; F01D   5/28; F05D2300/6033; B29C  65/56; B32B  18/00; C03B  29/00; C04B2237/343; C04B2237/348; C04B2237/368; F01D   5/18; B29C  65/48; C04B  37/00; C04B2235/5224; C04B2235/524; C04B2235/5244; C04B2237/341; C04B2237/365; Y10T  29/49316; B29C  65/565; B63H   1/26; B63H   7/02; C04B  37/003; C04B2237/36; C04B2237/366; F03B   3/12; B64C  11/16; C04B2237/61; F01D   5/14; F01D   5/282; F03B   7/00; F05D2220/32; B29C  65/00; B64C  27/46; C04B2237/16; D04H  13/00; F01D   5/147; F04D  29/38; F05D2300/6012
379410514,PL20110395163,Offshore wind turbine and method for construction of offshore wind turbine,NULL,2011,F03D  13/25; B63B2001/044; F05B2240/93; B63B  39/06; B63B2039/067; F05B2240/97; Y02E  10/727; F05B2240/95; B63B  21/50; F03D  11/04; F03D  13/10
379417184,CN201210161202,"Material used in offshore wind power equipment, and workpiece manufacturing process","The invention discloses a material used in offshore wind power equipment, and a workpiece manufacturing process. The material comprises the chemical components of carbon, silicon, manganese, phosphorous, sulfur, chromium, nickel, molybdenum, vanadium, copper and rare earth, and balance of iron and inevitable impurities. According to the invention, through steps of high-quality molten iron selecting, KR molten iron pre-treating, top and bottom composite converter blowing, argon blowing treating, LF furnace refining, VD vacuum degassing treating, round billet continuous casting, heap cooling, sawing and blanking, billet heating, free forging, punching, fine coining, heat treating, mechanical processing, flaw detecting, inspecting, packaging, storing, and the like, a material used in key components of offshore wind power equipment of more than 5 megawatts can be produced. The material is advantageous than Q345E-performance steel, high yield strength, good low-temperature impact toughness, and better marine-atmosphere-corrosion resistance. The invention adopts a serried of optimizing technical measures upon smelting and manufacturing processes of the steel, such that user requirements are satisfied.",2012,B23P  15/00; C21C   1/02; C21C   7/10; C21D   9/40; C21C   7/072; C22C  38/48; C21D   8/00; C22C  38/46; C22C  38/50; B22D  11/18
379432732,CN201220305582U,Hoop fixture special for integrally installing offshore wind turbine,"The utility model discloses a hoop fixture special for integrally installing an offshore wind turbine. The hoop fixture comprises a hoop support, a hoop arranged on the hoop support and a hoop hydraulic expansion link for providing a drive power for the rotation of the hoop, wherein the hoop comprises a semi-circular left hoop plate and a semi-circular right hoop plate which are in involution connection, one end of the left hoop plate is hinged with one end of the right hoop plate, hoop locking pin holes which are mutually matched are formed in the other end of the left hoop plate and the other end of the right hoop plate, the edges of outer rings of the left hoop plate and the right hoop plate are respectively hinged with one end of the hoop hydraulic expansion link, and the other end of the hoop hydraulic expansion link is hinged on the hoop support. A hoop framework is connected with a steel framework of the special wind turbine installing ship, so that the requirement of the lift height of lifting equipment when the wind turbine is integrally installed can be greatly reduced, a large floating crane is avoided being used for integrally installing the wind turbine, so that the cost of installing the offshore wind turbine is saved.",2012,B63B   9/00
379432783,CN201220142962U,Wind-electricity dual-purpose small ship,"A wind-electricity dual-purpose small ship is composed of a ship body, a power generator, a fan, a fan blade, a bearing, a clutch, a gear, a brake, a propeller and a rudder. The fan blade is rotated by the power generator and the fan to generate wind energy to drive the gear and the propeller to rotate so as to fully utilize natural resources and reduce operation and driving cost. The wind-electricity dual-purpose small ship is reasonable in design, can use wind energy, saves oil, only needs one third of oil to achieve the same specification horsepower as a diesel engine ship body, can run in natural wind to save more oil, and is suitable for being popularized and applied.",2012,Y02T  70/58; Y02E  10/72; F03D   9/00; B63H  13/00
379436573,CN201220199641U,High-altitude floating-type wind driven generator,"A high-altitude floating-type wind driven generator mainly comprises a casing, a turbogenerator and a lead, wherein the casing is provided with an annular metal casing structure; the turbogenerator is mounted inside the casing; one end of the lead is connected with the turbogenerator, and the other end of the lead is connected with a storage battery; the storage battery is mounted in a base, and the base is fixed on the ground; the lead is placed inside an insulation tube; hydrogen balloons are connected with the top part of the casing in a hanging manner; and counterweights are connected with the bottom part of the casing in a hanging manner. The high-altitude floating-type wind driven generator has the advantages of reasonable design, convenience, practicability, ingenious technology, safety, reliability and the like.",2012,Y02E  10/70; Y02E  10/72; F03D   9/02; F03D   5/00
379436575,CN201220262306U,Offshore wind generating system with water pumping and energy storing functions,"An offshore wind generating system with water pumping and energy storing functions is composed of a wind generating set and an energy storing generating device. The energy storing generating device comprises a wind turbine tower tube, a water pump and two water turbine generating sets. The wind turbine tower tube is divided into an upper cavity and a lower cavity through a horizontal partition plate, the two cavities are respectively provided with a pressure discharge channel communicated with the air, a water discharging pipe with a water discharging valve is installed on the lower portion of the lateral wall of the upper cavity, and a water feeding pipe with a water feeding valve is installed on the lower portion on the lateral wall of the lower cavity. A water pump is installed at the bottom in the wind turbine tower tube, and a water outlet of the water pump is communicated with the water discharging pipe and the water feeding pipe respectively. The two water turbine generating sets and the wind generating set are connected with a power grid in parallel, and water turbines are respectively connected with the water discharging pipe and the water feeding pipe. The offshore wind generating system utilizes seawater to store energy, greatly improves power supply stability of a wind power plant, and avoids waste of wind energy and impact on the power grid caused by wind power grid connection. The energy storing device is simple and high in device utilization efficiency.",2012,F03D  11/00; Y02P  80/158; F03B  13/06; Y02A  20/18; Y02E  10/72; F03D   9/02; Y02E  10/22; Y02E  60/17
379436587,CN201220232270U,Wind driven generator set main machine for ocean intertidal zone,"The utility model discloses a wind driven generator set main machine for an ocean intertidal zone. An antiseptic coating structure of the wind driven generator set main machine is specifically researched and designed according to key structural parts and different materials of the wind driven generator set main machine. The coating has the advantages of being high-efficiency, reliable and good in durability, thereby having reliability and durability during a period of 20-year service life of the wind driven generator set main machine for the ocean intertidal zone.",2012,B32B  33/00; F03D  11/00
379444644,EP20120382506,Tension leg platform structure for a wind turbine with pre-stressed tendons,"It comprises a buoyant structure (110), a platform (120) and at least one anchoring tendon (30) for connecting the platform (120) to a seabed (20) comprising at least a hybrid structure with at least one pre-stressed cable (31) and a pre-stressed concrete structure (32) associated therewith. The anchoring tendons (30) may comprise segments of a given length.",2012,E02D  27/10; B63B  21/50; E02B  17/0004; E02D  27/425; F03D  13/22; B63B  21/502; E02B2017/0091
379513143,DE20102017856U,"Offshore-Anlage, insbesondere Windkraftanlage","Offshore-Anlage (1), insbesondere Windkraftanlage, mit wenigstens drei Verankerungselementen (8) zum Verankern der Offshore-Anlage (1) an einem Meeresgrund (16), die in Form eines Hohlkˆrpers ausgebildet sind, der einen Innenraum (30) umschlieflt und zu einer Unterseite hin offen ausgebildet ist, wobei in der der Unterseite gegen¸berliegenden Oberseite (18) des Hohlkˆrpers wenigstens eine Austrittsˆffnung (20) vorgesehen ist, dadurch gekennzeichnet, dass die Offshore-Anlage (1) einen Turmaufbau (2) aufweist, der durch ein Untergestell (4) mit den wenigstens drei Verankerungselementen (8) verbunden ist, wobei der Turmaufbau (2) mit dem Untergestell (4) winkelverstellbar verbunden ist und zwischen dem Turmaufbau (2) und dem Untergestell (4) eine Verstellmˆglichkeit vorgesehen ist, mit der eine Winkeljustierbarkeit des Turmaufbaus (2) gegen¸ber dem Untergestell (4) mˆglich ist.",2010,E02B2017/0091; F05B2240/95; E02B  17/027; E02D  27/42; Y02E  10/727; E02B2017/0078; E02D  27/52; F03D  13/22; E02D  27/425
379513169,DE201120102743U,Vorrichtung zur Steuerung eines gefesselten Flugelements,"Steuerungsvorrichtung f¸r ein gefesseltes Flugelement (30), insbesondere einen Flugdrachen, das mittels zumindest eines Zugseils (21) mit einem Haltepunkt (20, 22) verbunden ist, umfassend: ñ eine Winsch (20) mit einem Winschantrieb, mittels derer das Zugseil eingeholt werden kann, ñ einen Aktuator zur Verk¸rzung und Verl‰ngerung von Steuerleinen, welche solcherart an dem Flugelement befestigt sind, dass eine Verk¸rzung bzw. Verl‰ngerung der Steuerleinen eine Steuerungsbewegung des Flugdrachens bewirkt, ñ eine elektronische Steuerungseinheit, welche signaltechnisch mit dem Winschantrieb und dem Aktuator gekoppelt und ausgebildet ist, um den Aktuator so anzusteuern, dass das Flugelement auflerhalb eines Windfensters, innerhalb dessen das Flugelement bei einer Anstrˆmung eines Windes mit einer vorgegebenen Windrichtung und Windst‰rke eine stabile, statische Flugposition unter Aufbringung einer Zugkraft auf das Zugseil einnimmt und auflerhalb dessen das Flugelement eine stabile, statische Flugposition nicht einnehmen kann, fliegt und hierbei gleichzeitig ñ den Winschantrieb so anzusteuern, dass das Zugseil mit einer solchen...",2011,B63B2035/446; F03D   7/00; F03D   9/00; Y02E  10/70; B63H   9/072; Y02E  10/723; B63H   9/04; B63H   9/069; F03D   5/00
379513267,DE20122007690U,"Vorrichtung zur Speicherung von Energie in Form von Druckluft in offenen und geschlossenen Gr¸ndungs- und Tragstrukturen, Schwimm- und Tauchkˆrpern, von Offshore Windkraftanlagen","Vorrichtung zur Speicherung von Druckluft in Druckluftbeh‰lter, welche sich in den offenen und geschlossenen Gr¸ndungsstrukturen, Schwimm- und Tauchkˆrpern, einer Offshore-Windkraftanlage befinden, dadurch gekennzeichnet, dass ein Kompressor (2) die erzeugte Druckluft mittels eines Rohrleitungssystems (7) im inneren des Turms nach unten in die Schwimm- und Tauchplattformen oder Schwimmkˆrpern f¸hrt, dort in die/den daf¸r vorgesehene/n Druckluftbeh‰lter (8) speist und die gespeicherte Druckluft ¸ber eine Niederdruckturbine (4), an die ein Generator angeschlossen ist, in Form von elektrischer Energie ins Stromnetz einspeist.",2012,Y02E  60/17; F03D   9/02; F05B2240/95; Y02E  10/72; F03D   9/17; F03D   9/28; Y02E  60/15
379711790,GB20120019872,Lifting system and method for erecting an offshore wind turbine,"A lifting system, for a wind turbine on an offshore site, comprises an elongate primary boom 106 pivotally mounted at its proximal end to a wind turbine tower base. At least two elongate secondary booms are pivotally mounted at their proximal ends. First and second flexible members (cables) 302, 306 connect the distal ends of each secondary boom to the primary boom, and third and fourth flexible members 301, 304 connect the distal ends of each secondary boom to a mount. First and second adjustable counterweights 112, 114 are connected to the distal ends of each secondary boom. A method of erecting a wind turbine using the lifting system comprises the primary boom being elevated, from a substantially horizontal position, to a substantially vertical position by adjusting the counterweights. The wind turbine is connected to a hoist on a distal end of the primary boom, and is hoisted to a desired position by adjusting the counterweights. The relative lengths of the flexible members may be adjusted by at least one winch to elevate and hoist the wind turbine.",2012,B66C  23/18; Y02E  10/727; B66C  23/52; F05B2240/95; B66C  23/185; F03D   1/00; F05B2230/61; F03D  13/10; Y02P  70/523
379752667,DK2012PA70373,Wind turbine blade shear web with spring flanges,A wind turbine blade has upper and lower shell members with a respective spar cap configured on an internal face of the shell members. A shear web extends between the spar caps along a longitudinal length of the blade. A connection assembly is configured between the transverse ends of the shear web and the spar caps. The connection assernbly inciudes spring flange members that extend distally beyond the transverse ends of the shear web at opposite sides of the shear web so as to define a laterally extending float section. A bond paste layer is between the float sections and the spar cap and between the transverse end of the shear web and the spar cap as a result of compression of the spring flanges against the spar cap.,2012,B29C  66/54; B29C  65/52; B29C  66/114; B29C  66/5326; Y02E  10/721; B29C  66/112; F05B2260/96; Y10T  29/4998; B29C  66/131; F03D   1/06; B29C  66/345; Y10T  29/49336; B29C  65/48; B29C  66/324; B29C  66/636; B29L2031/085; F03D   1/0683; Y02P  70/523; B29C  66/43441; B29C  66/721
379844078,JP20120515102,NULL,NULL,2010,E02D  27/52; E02D  27/425; B63B  35/00; E02D  27/32; E02D  27/42; E02B   3/08; F03D  11/04
379856891,US201113578765,Assembly having a control device with racks for controlling the angular position of pivotally-mounted blades in a turbine engine,"An assembly in a turbine engine for controlling plural toothed pivotally-mounted blades arranged in azimuth around the axis of the turbine engine and including an actuator ring controlling a position of the blades. Racks mounted on the ring present corresponding sets of teeth meshing with the set of teeth of a respective one of the blades to place it in a selected angular position, and they are held in the radial direction by radial positioning mechanism fastened to the blade. Each rack is mounted on the ring by plural guides spaced apart circumferentially around the ring, that connect together movements of the rack and of the ring in the circumferential direction, and that are configured to slide relative to the ring, for each guide in its own radial direction, and relative to the rack in a direction of movement that is substantially radial and specific to the rack.",2011,B63H   3/002; B64C  11/32; F03D   7/0224; F04D  29/36; F03D   7/02; F01D   7/00; F05D2260/74; B64C  11/48; F04D  29/362; B63H   3/00; B64D  27/02; B64D2027/026
379882002,CN201210338293,Intertidal zone wind generating set base,"The invention discloses an intertidal zone wind generating set base which comprises a main cylindrical body, an upper diagonal support rod, a lower diagonal support rod and multiple steel pipe piles uniformly distributed along the circumference, wherein pile sleeves are sleeved on the steel pipe piles; the main cylindrical body comprises a linkage section, an intermediate section and a fixed section, wherein the intermediate section of the main cylindrical body is of an inverted cone frustum structure; the linkage section and the fixed section are of a cylindrical structure; the fixed section is internally provided with a transverse reinforcing ring I and a vertical reinforcing plate I; the upper part and lower part of the interior of the linkage section are provided with transverse reinforcing rings II; vertical reinforcing plates II are arranged between the two transverse reinforcing rings II. The bearing capability of the base is improved; the reinforcing rings and the reinforcing plates are additionally arranged in the fixed section and the linkage section, so that the stability between the main cylindrical body and the upper diagonal support rod and the stability between the main cylindrical body and the lower diagonal support rod are enhanced, and further the stability of the base is improved. Compared with a traditional base, the base disclosed by the invention has the advantage that one central steel pipe pile is omitted, so that the construction difficulty and the production cost are reduced to a greater degree.",2012,E02D  27/44; E02D  27/52; E02D  27/42
379882414,CN201210327853,Floating foundation of offshore wind-driven generator,"The invention discloses a floating foundation of an offshore wind-driven generator, comprising at least one floating foundation unit; the floating foundation unit comprises a tower column, a wind-driven generator, a plurality of float bowls, a connecting rod, a square support, a first supporting rod and a second supporting rod; the wind-driven generator is arranged at the upper end of the tower column; the plurality of float bowls are uniformly distributed at the periphery of the tower column, the lower ends of the adjacent float bowls are fixedly connected through the square support, and the upper ends of the adjacent float bowls are fixedly connected through the connecting rod; the upper ends of the float bowls are fixedly connected with the middle part of the tower column through the first supporting rod, and the square support fixed at the lower ends of the float bowls is fixedly connected with the lower end of the tower column through the second supporting rod; and the square support is located below the surface of seawater, and the lower ends of the float blows are fixedly connected with the seabed. The floating foundation disclosed by the invention is favorable in stability and capable of adjusting the position of the center of the gravity and the resonant frequency of the wind-driven generator and reducing the unbalance degree of bulk movement of the floating foundation in waves. Changed power combination is realized through a plurality of floating foundations so that different power utilization requirements are met.",2012,F03D  11/00; E02D  27/44
379882517,CN201210342001,Steel ball special for large-sized offshore wind turbine generator bearing and manufacturing process of steel ball,"The invention relates to a steel ball special for a large-sized offshore wind turbine generator bearing and a manufacturing process of the steel ball. The roundness of the steel ball is less than or equal to 0.8 mum, the hardness is 59-64 HRC, the single-grain hardness grain difference is less than or equal to 0.8 HRC, the batch hardness difference is less than or equal to 1.2 HRC, the core hardness is 54-60 HRC, the retained austenite is 8-13 percent, the metallographic structure is 2-3 grade, the surface roughness is less than or equal to 0.8 mum, and the crush load and the compression ratio of the steel ball are 1.2 times greater than international crush load and compression ratio. By selecting raw materials, adopting hot extrusion continuous forming during ball billet forming, adopting a water soluble quenching agent to perform multi-stage quenching during thermal treatment, increasing a secondary stable tempering technology, increasing various technologies such as eddy current nondestructive flaw detection in a process flow, the steel ball has the characteristics of good high contact fatigue strength, high wear resistance, high elastic limit, proper hardness, high impact toughness, good dimensional stability and the like.",2012,B23P  15/00; C21D   1/18; C21D   1/60; C21D   9/36; C21D  11/00; F16C  33/32; Y02P  70/523; Y02E  10/722; Y02P  10/212; F16C  33/00
379893511,CN201220348402U,Jacket fan foundation connecting piece,"The utility model discloses a jacket fan foundation connecting piece which comprises a jacket. A connecting piece steel pipe is sleeved outside a jacket top steel pipe, steel blocks are fixed on a jacket top steel pipe outer wall and/or a connecting piece steel pipe inner wall, and grouting materials are filled in a gap between the jacket top steel pipe and the connecting piece steel pipe. The lower end of the connecting piece steel pipe is provided with a sealing ring, and a fan tower is sleeved outside the connecting piece steel pipe. The jacket fan foundation connecting piece can guarantee precise leveling on top of the connecting piece steel pipe, meets hoisting requirements of an upper portion fan high-rise structure, and enables a jacket fan foundation to be popularized and applied to the offshore wind plant field.",2012,E02D  27/44; E02D  27/42
379962656,NL20122009682,"FLOATING WIND TURBINE, WIND FARM AND METHOD OF CONTROLLING A WIND TURBINE IN A WIND FARM.",NULL,2012,F03D  13/25; Y02E  10/727; F05B2240/95; B63B  39/00; F05B2240/96; F03D  11/00; F05B2240/93; F03D  17/00
379969009,GB20120020330,An offshore installation method of a wind power generator and its fabrication segments,"A wind power generator comprises a base 10, a connecting member 20, a tower 40, a nacelle and a turbine blade wheel. The base has a central hole 11, and a first connecting portion 12. The connecting member has a second connecting portion 21 on one side to which corresponds with the first connecting portion of the base, and a first joint portion 22 on another side. The tower has a second joint portion 41 which corresponds with the first joint portion of the connecting member. The wheel is fixed to the nacelle, which is mounted on the tower. The connecting portions and joint portions may comprise bolted flanges 121, 211, 221, 411. The tower may be received in the central hole of the base in a prefabricated condition while the wind power generator is transported to an offshore location. When in position the tower may be lifted out of the base, and secured thereto with the connecting portion.",2012,Y02E  10/726; E04H2012/006; F03D   1/00; F03D  11/04; F03D  13/20; F03D  13/10; Y02E  10/727; F03D  13/25
379998908,CN201210362678,Connection structure for stepped drum and jacket of offshore wind power equipment,"The invention discloses a connection structure for a stepped drum and a jacket of offshore wind power equipment. The connection structure mainly comprises a central base element, inclined strut plates and toggle plates. The ger-type connection structure further comprises lateral support plates; arc plates or tapered plates are arranged on the circumference of a central base pipe which is connected with the stepped drum, and serve as the inclined strut plates; and a toggle plate connected with the central base pipe is arranged at the joint of each two adjacent inclined strut plates. The connection structure is reliable in connection and favorable in fatigue resistance.",2012,F03D  11/04
380017095,CN201220316804U,Device for counteracting rotary torque of floating type wind-driven generator,"The utility model discloses a device for counteracting the rotary torque of a floating type wind-driven generator. The device mainly comprises a floating platform, two wind-driven generators arranged on the floating platform and a submarine fixed leg connected to the floating platform. The wind-driven generators are symmetrically arranged on the left and right parts of the same floating platform. The floating platform and the wind-driven generators are tied to the submarine fixed leg through ropes. Blades of the wind-driven generators rotate to generate power. The rotating speed and output power of the wind-driven generators are approximately equal, so that upward and downward torsion forces generated in opposite directions on the middle part of the floating platform can counteract the rotary torque of the blades to keep the wind-driven generators and the floating platform balanced.",2012,F03D   9/00; Y02E  10/72; B63B  35/44; B63B  21/50
380019228,CN201220172477U,Fan base capable of preventing biological growth,"The utility model discloses a fan base capable of preventing biological growth. A single pile base comprises a main body, an anti-collision member, a sacrificial anode, a lifting lug and an outer platform, wherein the main body is a cylinder, the anti-collision member is arranged on the surface of the main body at the sea level, the sacrificial anode is positioned on the surface of the main body and under the sea level, the lifting lug is positioned on the main body, the outer platform is arranged on the main body above the sea level, and capsaicine paint is coated on the fan base. The fan base capable of preventing biological growth can safely and effectively solve the problem that a sea wind power plant can prevent marine biological growth of tidal range areas and prolongs the service life of the fan base.",2012,E02D  27/12; E02D  31/00; E02D  27/52
380019229,CN201220297967U,High-pile bearing platform foundation of offshore wind farm,"The utility model discloses a high-pile bearing platform foundation of an offshore wind farm. The high-pile bearing platform foundation comprises a bearing platform and a plurality of piles, the upper end of each pile is embedded into the bearing platform, and a reinforcing ring is fixed on a part of each pile, which is embedded into the bearing platform. The high-pile bearing platform foundation solves the problem that the structure of the foundation is damaged because cracks are easily produced on the contact faces of the piles of the conventional high-pile bearing platform foundation of the offshore wind farm and concrete.",2012,E02D  27/42; E02D  27/12
380020630,CN201220328550U,Vertical double-vane double-waterwheel shaftless toothless combined wind-driven generator,"The utility model relates to a vertical double-vane double-waterwheel shaftless toothless combined wind-driven generator and belongs to the technical field of oversize wind power generation. The technical scheme adopted by the utility model is as follows: the two vertical vanes are respectively a lifting vane (1) and a resisting vane (2) which are vertically arranged; water exists in an internal ring water tank (17) and an external ring water tank (18); the lifting vane and the resisting vane which are vertically arranged drive an annular external waterwheel and an annular internal waterwheel to float and rotate on the water surfaces of the internal ring water tank and an external ring water tank, so that the resistance is reduced; the peripheries of the external edges of the annular external waterwheel and the annular internal waterwheel are provided with abrasion-proof friction plates; the disk annular friction plates are driven to rotate by virtue of friction drive; and then the disk friction plates drive a disk-type wind-driven generator to generate electricity by virtue of a driving gear. The vertical double-vane double-waterwheel shaftless toothless combined wind-driven generator has the following positive effects: the lifting vane and the resisting vane are combined, so that the wind energy utilization rate is greatly improved; and the rotating shaft and driving gear of a windmill are omitted, the generator is driven to generate electricity by virtue of friction drive, and a megawatt-level oversize wind generating set is realized.",2012,F03D   3/06; F03D  11/02; Y02E  10/74; F03D   9/00
380020641,CN201220328573U,Vertical-shaft double-support-rod water-floating boat type super-huge wind generating set structure,"The utility model relates to a vertical-shaft double-support-rod water-floating boat type super-huge wind generating set structure and belongs to the technical field of super-huge wind generating sets. The technical scheme of the vertical-shaft double-support-rod water-floating boat type super-huge wind generating set structure is that the structure comprises vertical-shaft windmills, water-floating annular boats (5), annular water tanks (6) and a wind generator (9), a plurality of water-floating annular boats are connected into one water-floating annular boat by annular bottom-free boat type connecting plates, vertical blades are arranged in pair with single water-floating annular boat, and the water-floating annular boats works at the middle of the annular water tanks; and the rotating of the blades of the vertical-shaft windmills is supported by the water-floating annular boats. Upper flanges and lower flanges of the central shafts of the vertical-shaft windmills are axially connected with support rod shafts on the blades to guarantee the verticality of the central shafts when the windmills runs; and according to the technical scheme, the resistance of the boat in the water is reduced by the ascending forces of lift force type windmills and the water-floating annular boats when the windmills are quickly rotating, the central shafts of the vertical-shaft windmills are connected with the wind generator, and the possibility that the vertical-shaft wind driven generator is designed into the super-huge wind generating set at megawatts level is realized.",2012,Y02E  10/74; F03D   3/06; F03D  11/00; B63B  35/00; F03D   9/00
380020642,CN201220328584U,Combined type wind turbine generator formed by super-huge type water float windmill,"The utility model relates to a combined type wind turbine generator formed by a super-huge type water float windmill, belonging to the technical field of super-huge wind turbine generation. The technical scheme is that the combined type wind turbine generator comprises double vertical vanes (1), an annular trough (10), a trapezoid annular water wheel (14), a windmill super-huge gear (3), a cross-shaped gear (4), a transmission shaft gear (7) and a disk-type wind motor (11). The water float windmill is formed by fixedly connecting double vertical vanes to the trapezoid annular water wheel, mounting a super-huge gear of a windmill with wide pitch and the circumference being above 100m, being engaged with a plurality of cross-shaped gears and driving the disk-type wind motor to generate, so that the production cost is saved, and the problem that the super-huge gear of the windmill with the circumference being above 100m is difficult to manufacture is solved. By adopting the combined type wind turbine generator, the problems that toothing is difficult to realize during rocking of the water float windmill and effective matching cannot be achieved as the windmill does not have a central shaft for connection are solved, and a toothing structure drives a plurality of disk-type wind motors to form a combined type super-huge generator for generation.",2012,F03D   9/00; F03D  11/02; Y02P  70/523; F03D   3/06; Y02E  10/74
380027211,DK20090008035T,Fundamentlegeme til et vindenergianlÊg,NULL,2009,F05B2250/232; E02B2017/0082; E02B2017/0091; E02D  23/08; Y02E  10/727; E02B2017/0065; E02D  23/02; E02D  27/42; F03D   1/00; F05B2240/95; E02D  27/52; E02D  27/425; F03D  13/22
380105001,CA20112746564,ADJUSTABLE FLYWHEEL,An adjustable flywheel for a windmill includes a body having a central hub. Means are provided for connecting the central hub to a rotating shaft. The positioning of the rotating shaft in the central hub defines a symmetrical rotational axis for the body and the body provides inertial mass to the rotating shaft. The body has a plurality of arms which extend radially outwardly from the central hub. Each of the arms has two or more weight anchoring positions. The inertial capacity of the flywheel is adjustable by securing weights to each of the arms in selected of the weight anchoring positions.,2011,F03D   9/12; F03D  80/00; F03D   3/005; Y02E  60/16; F16F  15/31; F03D   7/06; F03D   9/00; Y02E  10/74
380105803,DE20111052024,Schimmendes Bauwerk,"Schwimmendes Bauwerk (10) mit a) einem Ringtr‰ger (17) als Unterwassertr‰ger mit mindestens einem Auftriebskˆrper (23, 24), b) einem Turm (15), ñ der den Ringtr‰ger (17) mittig durchragt und ñ der ¸ber einer unter dem Ringtr‰ger (17) liegenden Stelle (27) und schr‰g nach auflen ansteigende und radial verlaufende Zugspeichen (25) einer ersten Gruppe sowie ¸ber zwei vertikal beabstandete Konsolen (31, 32) ¸ber dem Ringtr‰ger (17) und schr‰g nach auflen abfallende sowohl gelenkig als auch spitzwinklig angeordnete Zugspeichen (26) einer zweiten Gruppe mit dem Ringtr‰ger (17) verbunden ist, wobei die mit der oberen Konsole 31 verbundenen Zugspeichen 26 einer ersten Teilgruppe in einer ersten Drehrichtung und die mit der unteren Konsole 32 verbundenen Zugspeichen 26 einer zweiten Teilgruppe in einer anderen zweiten Drehrichtung abgehen, so dass sich die Zugspeichen 26 der Teilgruppen durch den Hˆhenversatz der Konsolen (31, 32) nicht ber¸hrend ¸berkreuzen, und c) Ankern am Meeresgrund (37), die ¸ber Zugmittel mit dem Ringtr‰ger (17) verbunden sind.",2011,B63B  35/44; B63B2241/08; F03D  13/22; F05B2240/93; B63B2001/044; B63B   3/04; B63B  21/502; B63B2003/145; B63B2035/446; Y10T  29/49826; B63B   1/04; F03D  13/25; B63B2241/12; Y02P  70/523; Y02E  10/727; B63B  15/02; B63B  75/00
380215266,KR20110042940,Construction method for infrastructure which is established in the sea,"PURPOSE: A method for installing a floating bases structure is provided to simply install a base structure for installing a wind generator and other facilities in the sea without a pilling. CONSTITUTION: A method for installing a floating bases structure comprises next steps. A base support block(10) is prepared. The base support block comprises a column landing space recessed by being surrounded with a side wall(22) of constant height. The base support block is seated on the bottom of the sea so that the column landing space is arranged in an upper side. A bottom surface of a column structure is seated on a bottom surface within the column landing space, thereby being extended to an upper direction. The diameter of the column structure becomes tapered toward an upper direction. An angular joint mediation structure(50) is formed correspondently to the tapered shape of the column structure and fitted into the column structure. The joint mediation structure is seated in the inside of the column landing space in order charge a space between the side wall and column structure.",2011,E02D2250/0061; E02D  27/52; E02D  27/02; E02D  27/04; E04H  12/22; F03D  11/04; E02D2250/0023; E02D2200/1678; E02D  27/425; F03D  13/22
380346353,JP20120521711,????????????????????????????????????????????????????????????????????,NULL,2010,F03D   1/02; F03D   1/04; F03D   9/22; F05B2240/131; F05B2260/24; H02N  11/00; F03D   9/00; F03D   9/39; Y02E  10/465; Y02E  10/72; F03D   9/25; F05B2220/60; Y02E  10/725; F03D  13/25; H02K  99/00; Y02P  80/22; F05B2240/93; Y02P  80/24; F03D   9/007; H05B   6/6426
380374502,CN201220305601U,Offshore wind power truss single pile base structure with negative pressure tube,"The utility model relates to an offshore wind power truss single pile base structure with a negative pressure tube. The structure aims at completely utilizing performance of a soil body close to the surface of a sea bed to improve vertical and horizontal bearing performance of the fan base and improve base bearing capability. The technical scheme is that the offshore wind power truss single pile base structure with the negative pressure tube comprises a steel tubular single pile of a sink pile and constructed on the sea bed and is characterized in that a composite structure is sleeved on the single pile. The composite structure comprises a pile sleeve, a ring beam, a truss structure and a negative pressure tube structure, wherein the pile sleeve is sleeved on the single pile and is connected with the truss structure through the coaxially arranged ring beam, the truss structure is arranged in radioactive mode, and the negative tube structure is connected with the tail end of the truss structure. The offshore wind power truss single pile base structure is suitable for the offshore wind power industry and especially the sea bed environment with the surface provided with thick mucky soil.",2012,E02D  27/12; E02D  27/52; E02D  27/42
380375785,CN201220221553U,Funnel-shaped water inlet device for ocean energy power plant,"The utility model discloses a funnel-shaped water inlet device for an ocean energy power plant. The funnel-shaped water inlet device is characterized in that a rectangular funnel-shaped water inlet device is connected with a rectangular water inlet tank, and a rectangular water outlet is connected with the rectangular water inlet tank, can be seamlessly connected with the rectangular water inlet tank, and also can be separated from the rectangular water inlet tank. Seawater flows into the rectangular flared funnel-shaped water inlet device, and comprises wave pulses, tidal flow and temperature difference flow.",2012,F03D   3/00; F03B   3/18; F03B   3/00; F03B  13/00; Y02E  10/223; Y02E  10/74
380375814,CN201220316986U,Wind power generation system on water,"The utility model belongs to the technical field of wind power generation, and discloses a wind power generation system on water. The system comprises a floating body which has a non-metal structure or a steel structure and a fixed pitch type fan, a planetary gear box with a bearing and a flywheel, an energy accumulating device, energy storage devices and a controller which are sequentially arranged on the floating body, wherein the fixed pitch type fan is sequentially connected with the planetary gear box, the flywheel and a synchronous motor; output ends of the energy accumulating device are connected with the energy storage devices respectively; and the controller is connected with the energy accumulating device and the energy storage devices respectively and transmit a control command and state information. The wind power generation system on the water is safe and reliable, long in service life, low in cost, and convenient to install and maintain; a pile foundation is not needed; a maintenance vessel is not required; and the system is assembled offshore and can be maintained around the clock, and can also be moved to a coastal area to be maintained. The annual power generation time is more than 4,000 hours.",2012,F03D   9/02; H02J   7/14; B63B  35/00; F03D   7/04; Y02E  10/723
380412269,US201213553249,Floating foundation for mass production,A floating structure has an annular support as an underwater support with a buoyant body. A tower penetrates the annular support centrally and is connected to the annular support at a location underneath the annular support by slantedly outwardly ascending tension spokes and at a location above the annular support by slantedly outwardly descending tension spokes. Anchors on the ocean floor are connected by tension elements with the annular support. The structure is built by the steps of supporting by auxiliary devices the annular support on a floor of a basin that can be flooded; positioning the tower at the center of the annular support in vertical position; attaching the tension spokes at the annular support and at the tower; flooding the basin; towing the structure to its desired final position; and lowering and anchoring the structure in a submerged floating position.,2012,B63B   3/04; B63B  15/02; B63B2001/044; B63B2003/145; Y02E  10/727; B63B   9/00; B63B  35/44; F03D  11/04; B63B   1/04; Y10T  29/49826; F03D  13/22; F05B2240/93; B63B  21/502; B63B2241/12; F03D  13/25; B63B  75/00; B63B2035/446; B63B2241/08; Y02P  70/523
380446416,EP20130152254,Wind turbine generator and operation method for the same,"It is intended to provide a wind turbine generator and an operation control method for the wind turbine generator, that can effectively enjoy benefits of an operation control based on the wind speed at the forward position distant from the wind turbine generator. Based on at least displacement of the forward anemometer (20), the forward position (A') where the wind speed is measured by a forward anemometer (20) is determined. Based on the wind speed measured by the forward anemometer (20) at the forward position (A'), the wind turbine generator (1) is controlled.",2013,F03D  13/25; F03D  11/00; F03D   7/042; F03D  17/00; F05B2240/95; F05B2270/32; Y02E  10/723; F03D   7/04; F05B2240/93; F05B2270/8042; Y02E  10/721
380594438,CN201210438384,Reverse filtering layer device for assisting in mounting suction barrel-shaped foundation applied to silt seabed and method for mounting barrel-shaped foundation,"The invention aims to solve the technical problem that the mounting quality is influenced because a soil plug is overhigh when a suction barrel-shaped foundation of an offshore wind turbine is mounted in the silt seabed under negative pressure and discloses a reverse filtering layer device for assisting in mounting a suction barrel-shaped foundation applied to a silt seabed and a method for mounting the suction barrel-shaped foundation. The reverse filtering layer device which consists of a geotextile and particulate materials is arranged when the suction barrel-shaped foundation is mounted under negative pressure. By the reverse filtering layer device, on the premise that the total marine operation time is not obviously increased, instability failure of soil bodies in the suction barrel-shaped foundation can be effectively inhibited when the suction barrel-shaped foundation is mounted under negative pressure; a blank of researches on a technology of mounting the suction barrel-shaped foundation in silt is filled to certain extent; and the reverse filtering layer device has a significant engineering practical value in the aspect of promoting the suction barrel-shaped foundation to be used in the silt.",2012,E02D  27/52; E02D  23/08; E02D  27/44; E02D  23/00
380594969,CN201210414500,Floating type marine wind energy and wave energy hybrid power generation platform,"The invention aims to provide a floating type marine wind energy and wave energy hybrid power generation platform which comprises a vertical shaft wind driven generator, an oscillating type wave power generating device and a floating body, wherein the vertical shaft wind driven generator and the oscillating type wave power generating device are respectively arranged on the floating body; the oscillating type wave power generating device comprises a floater, an oscillating rod and a wave power generator; the floater is connected with the oscillating rod, and the oscillating rod is connected with the wave power generator through a wave motion reversing device; and the wave power generator is connected with an energy storage device through a power conversion device. According to the floating type marine wind energy and wave energy hybrid power generation platform, the application range of the hybrid power generation platform is expanded, the stability and the safety performance of the power generation platform are improved, the construction cost and the maintenance cost are reduced, and the power generation efficiency is improved by active stall control and phase change control, so that the floating type marine wind energy and wave energy hybrid power generation platform is a reliable offshore power generation platform.",2012,Y02E  10/74; F03D   7/06; F03D   9/00; F03B  11/00; F03B  13/14; F03D  11/00; Y02E  10/226; F03D   3/06; Y02E  10/38; F03B  15/00
380602012,CN201110237776,Maximum-power tracking control method for excitation synchronous generator,"The invention provides a maximum-power tracking control method for an excitation synchronous generator. The control method can be utilized in a power generation system. An excitation synchronous generator is used, and combines a main power source and an power source of steady speed and phase control by an electric motor so as to transmit a power source with steady speed and controllable phase to the excitation synchronous generator, and detect commercial electric frequency and phase, coordinate with output power for feedback control, and further maximum-power output is achieved by controlling excitation current of the excitation synchronous generator. The maximum-power tracking control method for the excitation synchronous generator can be applied to various power generation systems such as wind power, hydraulic power, ocean current and tidal power generation, so as to achieve an aim of combining with the mains electricity and the maximum-power output.",2011,H02P   9/06; H02P2101/15; Y02E  10/72; H02P2101/10; H02P   9/48; H02P   9/305; H02P   9/36
380603833,CN201080067096,"Device for assisting in installing a pile in the seabed, offshore foundation structure and method of establishing an offshore foundation","A method of establishing an offshore foundation (1) on the seabed, in particular of establishing an offshore foundation for a wind turbine installation on the seabed, is provided. In this method, an offshore foundation structure (1) comprising at least one leg (7) is set on the seabed (3) and anchored in the seabed (3) by means of a pile (10) extending from the leg into the seabed (3). The anchoring is done by flushing the pile (10) into the seabed (3).",2010,Y02E  10/727; E02D   5/80; E02D   7/24; E02D  27/52; E02D  27/42; F03D   1/00; F03D  13/22; F05B2240/95; E02D  27/425
380611398,CN201220396860U,Automatic sinking and floating safety protecting device of no-man operated sealed fixed ship body on sea,"An automatic sinking and floating safety protecting device of a no-man operated sealed fixed ship body on sea comprises a water storage tank, a high pressure air compressor, a storage battery or a wind power generator and a storage battery, a water inlet and outlet pipeline and a plurality of automatic controlling elements, wherein the water storage tank is arranged at an appropriate position inside a bilge and the volume of the water storage tank is large enough. The power of the high pressure air compressor is large enough, and the charge capacity of the storage battery is large enough, the water inlet and outlet pipeline is arranged on the side face of the bottom portion of the water storage tank, is controlled by an electric switch, stretches out of the ship, and is communicated with the sea water. When especially strong wind or wave attacks no-man operated sealed fixed ship bodies on sea like a sea wave scenery no-man operated fixed comprehensive ship-launching team and a lighthouse at sea, the ship bodies can automatic sinking and floating device can enable the no-man operated sealed fixed ship body to sink automatically and integrally to X meters below the water surface to avoid being devastatingly attacked by super strong winds and waves. When the super strong winds or waves pass through or disappear, and only not too strong winds and waves are on the sea surface, the automatic sinking and floating device of the ship body can enable the no-man operated sealed fixed ship body to automatically float upward to the sea surface and recover to a normal working state.",2012,B63B  43/00
380613586,CN201220336809U,Offshore fan foundation combined with spider negative-pressure pile barrel,"The utility model designs an offshore fan foundation and especially relates to the offshore fan foundation combined with a spider negative-pressure pile barrel. The offshore fan foundation comprises steel piles and a supporting structure for supporting a fan tower cylinder, wherein a barrel pile is fixedly connected with the lower part of the supporting structure; an air pump system and a water pump system are arranged on the barrel pile; a plurality of pile casing pipes are uniformly distributed on the periphery of the supporting structure; and the steel piles are respectively arranged in the pile casing pipes. The offshore fan foundation combined with the spider negative-pressure pile barrel has the advantages that the reliability is high, the vertical bearing capacity is strong, the stabilizing property is excellent, the demands on engineering equipment and technology are reduced, the construction is convenient to carry out, and the offshore fan foundation is suitable for being used as an offshore wind turbine generator foundation in a sea area being 25m-50m deep.",2012,E02D  27/42; E02D  27/12
380614886,CN201220364958U,Wave energy and offshore wind power united power generation system,"The utility model discloses a wave energy and offshore wind power united power generation system, and belongs to the technical field of offshore power generation. The system comprises an offshore wind turbine generator platform, a wind turbine generator, a wave energy acquisition device, a wave energy generator and submarine cables, wherein both the wind turbine generator and the wave energy generator are arranged on the offshore wind turbine generator platform; the wave energy acquisition device is also fixed to the offshore wind turbine generator platform, stretches into water to acquire wave energy and is connected with the wave energy generator; and both the wind turbine generator and the wave energy generator are connected with the submarine cables. The wave energy and the offshore wind power are united to generate electricity, so that the wave energy and the offshore wind power complement each other, and the stability of electricity generation is improved; the offshore wind turbine generator platform, a boosting transformer and a submachine cable network are shared, so that investment and construction cost are reduced; and united development is realized, and the effect of saving sea usage is achieved.",2012,Y02E  10/38; Y02E  10/763; F03D   9/00; H02J   3/38; Y02E  10/725; F03D  11/00; F03B  13/14
380614901,CN201220336468U,Wind-power/ocean-current comprehensive generating device,"The utility model relates to a wind-power/ocean-current comprehensive generating device which is composed of wind-power and ocean-current upper and lower two parts, wherein the upper and lower stresses and the transmission structures are the same; the device is mainly composed of a vertical drum, a moveable blade, a triangular hinge, a vertical shaft, a gear transmission device and a generator; the moveable blade is fixedly connected with the triangular hinge; a supporting base of the triangular hinge is fixedly connected with the vertical drum; the upper end of an upper vertical drum is fixed on the vertical shaft through a bearing; the lower end of the upper vertical drum is fixed on a vertical column through the bearing; the upper end of a lower vertical drum is fixed on the vertical column through the bearing; and the lower end of the lower vertical drum is fixed on a bracket pillar through the bearing. The wind-power/ocean-current comprehensive generating device has a simple structure, is low in manufacturing cost, has a big stressed area, is low in demands on wind power and ocean current power, has generating stability and can generate much more electric power than the electric power generated by a common wind power generating device.",2012,F03D   3/00; Y02E  10/74; F03B  13/12; F03D   9/00; Y02P  70/523
380702623,GB20120022288,A propulsion or pump device,"A propeller, pump or turbine comprises an elongate helical blade 44 attached to a shroud 50 which rotates with the blade. The blade may be mounted on a shaft 24 which may be held by one or more bearings and may be attached to a motor or generator 30. The blade assembly 14 has a head end 16 and a tail end 18. The shroud may converge towards an intermediate section creating a venturi, and the head 16 and tail 18 ends may be flared in a bell mouth fashion. The tail end may have substantially circumferential or helical slots 108 which permit fluid to be entrained into the flow in the tail section. The blade may comprise a plurality of beams 22 which may be adjustable to vary the pitch of the blade (figure 6).",2008,F03B  13/10; F03B  17/061; F03D  13/20; F03D  80/70; F05B2210/16; Y02E  10/725; Y02E  10/721; F03B   3/12; F03B  17/062; F03B   3/10; F03B  17/06; F03D   1/04; F03D   1/0633; F05B2240/93; Y02E  10/28; F03D   9/32; Y02E  10/38; F03D   7/0236; F03D   9/25; F05B2240/243; Y02E  10/727; F03B   3/126; F03B  11/02; F05B2250/25; Y02P  80/158
380713960,US20090436544,Composite air cooled turbine rotor blade,"A composite turbine rotor blade that uses the high heat resistance capability of a ceramic material along with the high strength capability of a high strength metallic material. A main body or insert piece with a leading edge, a trailing edge and a blade tip is made from a single piece of CMC, Carbon/Carbon or high temperature resistant metallic material such as Columbium or Molybdenum. A pressure side wall piece and a suction side wall piece both made of the metallic material that is bonded together to sandwich in-between the insert piece. The insert piece includes a number of cross-over holes in which locking pins pass through from one of the two metallic pieces and form bond surfaces to bond the two metallic pieces together with the insert piece sandwiched in-between. The two metallic pieces each include a serpentine flow cooling circuit to provide cooling air flow form the metallic pieces.",2009,B63H   1/14; F03D  11/02; F04D  29/58; F05D2240/303; F05D2240/304; F05D2300/6033; F01D   5/187; F01D   5/20; F01D   5/282; F05D2250/185; F05D2260/36; F01D   5/08; F01D   5/18; B63H   7/02; B64C  11/00; F01D   5/147; F05D2240/307
380717414,EP20130153789,Shipping fixture and method for transporting rotor blades,"A shipping fixture 100 and method for transporting a rotor blade 16 are disclosed. The shipping fixture 100 is configured for stacking thereon of an adjacent shipping fixture. The shipping fixture 100 includes a first frame 102 comprising a first support member 110 and a first nesting feature 132. The first frame 102 is further configured for stacking thereon of the adjacent shipping fixture 100. The shipping fixture 100 further includes a second frame 104 comprising a second support member 120, a second nesting feature 134, and a mounting feature 150. The second nesting feature 134 mates with the first nesting feature 132 to removably nest the second frame 104 to the first frame 102 at least partially within the first frame 102. The mounting feature 150 is configured for mounting of the rotor blade 16 thereon.",2013,Y02E  10/721; F03D   1/00; F05B2240/95; Y02E  10/727; F03D  13/40; F05B2260/02
380748506,CN201220048308U,Wind turbine,"The utility model relates to a wind turbine which is provided with a hub (210) rotatably connected to a cabin (200), at least two vanes (1, 2, 3) rotatably connected to the hub (210) to change the pitch angle of the vanes, a vane variable system (250) for independently controlling the pitch angle of the vanes, a management control unit for releasing a first variable command, a rotor position sensor (238) for generating a rotor position signal (beta) which indicates the direction of a rotor, a rotor rotating speed sensor (236) for generating a rotor rotating speed signal (omega) which indicates the rotor rotating speed, and a tower (100) which supports the cabin (200). The wind turbine comprises a seaborne pitch rate sensor (230) for generating a seaborne pitch rate signal (lambda) of the seaborne pitch rate of the wind turbine, and calculating units (240, 241) which receive state signals of the turbine of the rotor position signal (beta), the rotor rotating speed signal (omega) and the seaborne pitch rate signal (lambda).",2012,F03D   7/0224; F05B2200/262; F05B2270/1095; F05B2270/708; Y02E  10/723; F03D  13/25; F05B2240/93; F05B2200/11; F05B2270/309; F05B2270/331; F05B2260/96; F05B2240/95; F05B2270/304; Y02E  10/727; F03D   7/00; F05B2270/328
380748514,CN201220314317U,"Marine floating type wind force, ocean current and solar energy integrated power generation platform","A marine floating type wind force, ocean current and solar energy integrated power generation platform mainly comprises a power generation part, a support part and an energy storage part, wherein the power generation part of the power generation platform comprises wind turbines, ocean current turbines and solar panels; the support part comprises a regularly hexagonal floating body member, an independent floating body and support floating bodies; the energy storage part comprises an isolation controller, a storage battery pack and an inverter; the independent floating body is arranged at the center of the regularly hexagonal floating body member; each corner of the independent floating body is connected with the central independent floating body by the support floating bodies to form an integral platform; the solar panels are arranged above an integral platform framework; a propeller, the wind turbine and the ocean current turbine are arranged at each corner of the regularly hexagonal floating body member; electric energy generated by the wind turbines, the ocean current turbines and the solar panels is connected with the isolation controller through an output wire; and the isolation controller is connected with a power grid and the storage battery pack on the shore through the inverter. A plurality of platforms can be combined to form a cellular array form; and the structure is high in space utilization rate and stable.",2012,Y02E  10/74; F03D   9/02; F03D   3/06; F03B   3/12; F03B  13/00; Y02E  10/223
380748774,CN201220377266U,Device used for anchoring prestressing strand and wind driven generator tower using the same,"The utility model discloses a device used for anchoring a prestressing strand and a wind driven generator tower using the same and relates to the technical field of wind power generation. The device used for anchoring the prestressing strand is invented to reduce flange weight and meanwhile improve bearing capacity of a flange. The device used for anchoring the prestressing strand comprises the flange and a wedge-shaped ground tackle, the flange is provided with a prestressing strand hole which is a taper hole, the prestressing strand penetrates through the prestressing strand hole, and the wedge-shaped ground tackle is arranged between the prestressing strand hole and the prestressing strand. The utility model further discloses the wind driven generator tower using the device used for anchoring the prestressing strand. The wind driven generator tower is used to support a wind driven generator.",2012,F03D  11/00; F16G  11/05
380763411,AU20120204091,"Method for providing a foundation for a mass located at height, and a positioning frame for performing the method","Abstract The invention relates to an efficient method for providing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation 5 comprises a number of piles driven into a bottom in a geometric pattern. The method comprises of providing a floating device provided with lifting means; providing a positioning frame comprising a number of mutually connected guide sleeves arranged in a geometric pattern for the purpose of receiving the piles; lowering the positioning frame to the bottom into a position of use via the lifting means; and arranging the piles 10 in the bottom through the guide sleeves of the positioning frame in the position of use, and to a positioning frame adapted to perform the method. -jo -0 Cl) CN C\j co Nt CY) m M CT3 CV) C14 C\j ctj CY) Q) Lf) C-) CV) CV) -0 C.) CV)",2012,E02D  13/04; E02D  27/42; E02D   7/00; F03D  11/04; E02D  27/52; E02B  17/02; E02B2017/0091
380764677,ES20090008035T,Cuerpo de cimiento para una instalaciÛn de energÌa eÛlica,"Cuerpo de cimiento para una instalaciÛn de energÌa eÛlica marina, con un pedestal que se puede llevar al lugarde la instalaciÛn de energÌa eÛlica y se puede hundir allÌ, que es la base de un soporte para una torre de lainstalaciÛn de energÌa eÛlica, y que est· configurado como una bandeja flotante, que presenta la forma cilÌndrica, enla que la relaciÛn entre la altura del cilindro y el di·metro del cilindro es igual a 1:3 a 1:4, en el que el alojamiento esuna caja, en la que la relaciÛn entre el di·metro de la caja y el di·metro del pedestal es aproximadamente 1:6 a 1:3 yuna transiciÛn desde la caja hasta el pedestal est· configurada como un cono, cuya altura es aproximadamente igualal doble de la altura del pedestal, asÌ como en el extremo libre de la caja est· dispuesta una pieza de cabeza,caracterizado porque la pieza de cabeza (6) rodea el extremo libre de la caja (4) como una pestaÒa de collar.",2009,E02D  27/42; Y02E  10/727; E02D  23/02; E02D  27/52; F05B2250/232; F03D   1/00; E02B2017/0082; E02D  23/08; E02B2017/0091; E02B2017/0065; E02D  27/425; F03D  13/22; F05B2240/95
380889535,EP20130701901,COORDINATED CONTROL OF A FLOATING WIND TURBINE,NULL,2013,F03D   7/0204; F05B2270/18; B63B  43/06; Y02E  10/727; B63B   1/107; F03D   7/02; F03D   7/026; F03D  13/25; Y02E  10/723; F03D   7/047; B63B  13/00; B63B  39/03; B63B2001/128; B63B2035/446; B63B  35/44; B63B2207/02; F03D   7/04; F05B2240/93
380928236,ES20100836288T,Planta productora de energÌa flotante,"Una planta (1) productora de energÌa que comprende al menos tres aerogeneradores (2) unidos a una unidadflotante com˙n que se puede situar sobre agua independientemente de la ubicaciÛn y la profundidad del agua, endonde la unidad comprende una estructura (F) construida con tuberÌas (4) conectadas en al menos tres puntos deuniÛn que tienen la forma de nodos (3, 5), caracterizada por que las tuberÌas (4) se cierran hermÈticamente en susrespectivos extremos (4a,4b) y forma piezas flotantes separadas destinadas a ser conectadas a los nodos (3, 5).",2010,F05B2240/93; F03D  13/25; Y02E  10/727; B63B  35/4413; F03D  13/22; F03D  11/04; F05B2240/95
380958802,CN201210409589,Offshore wind and ocean current energy storage power generation system realized by utilizing hydraulic transmission,"The invention discloses an offshore wind and ocean current energy storage power generation system realized by utilizing hydraulic transmission and belongs to the technical field of renewable energy power generation. The offshore wind and ocean current energy storage power generation system comprises a wind energy and ocean current energy acquisition and conversion system, a hydraulic system, an energy storage device, a power generation system and a detection control system, wherein the wind energy and ocean current energy acquisition and conversion system is connected with the hydraulic system through a wind energy coupler (27) and an ocean current energy coupler (4); the hydraulic system is connected with the power generation system through a coupler (13); and the energy storage device is connected with the hydraulic system through an electromagnetic directional valve (8). By the system, the problem that the energy transfer direction is changed due to change of wind direction and flow direction is solved by utilizing the hydraulic transmission and energy storage technologies on the basis of power generation technology of fully integrating two renewable resources, namely the wind energy and ocean current energy, and the aim of continuously and stably generating power at constant frequency by employing random and intermittent wind energy and ocean current energy is fulfilled.",2012,F15B   1/02; F16H  39/04; F03D   9/02; Y02E  10/722; F03B  13/00; F03D  11/02
380958810,CN201210468464,Mounting method for offshore wind power complete machine,"The invention discloses a mounting method for an offshore wind power complete machine. The mounting method comprises the following steps: mounting a framework structure on a deck of a transportation installation vessel and prefabricating a wind power foundation connected with a transitional section; enabling the transitional section to extend out of the framework structure and temporarily fixing the wind power foundation with the framework structure; sequentially hoisting a fan tower barrel, a fan head and a fan blade; transporting the wind power complete machine to a mounting site; slowly descending the wind power complete machine to a seabed foundation bed; and finally, sinking the wind power foundation to the designed depth by using negative pressure sinking construction. According to the mounting method disclosed by the invention, one-step transportation and installation of the complete machine can be realized and operation facilitation and high success rate are realized; and the use of a large-size hoisting machine and a transportation vessel for offshore operation is avoided, so that the mounting method has the characteristic that the cost is greatly reduced compared with that of a traditional mounting technology. In addition, the same postures of the wind power foundation, the fan tower barrel, the fan head and the fan blade can be maintained from the manufacture and the transportation to the use, so that the risk of the damage to various components of the fan is reduced to the maximum extent and further the requirement of the structure on damage resistance is facilitated to be met.",2012,Y02P  70/523; F03D  11/04; E02D  27/44; E02D  27/52
380958811,CN201210468568,Floating transportation method for offshore wind power complete machine,"The invention discloses a floating transportation method for an offshore wind power complete machine. The floating transportation method comprises the following steps: mounting a framework structure on a deck of a transportation installation vessel and prefabricating a wind power foundation connected with a transitional section; enabling the transitional section to extend out of the framework structure and temporarily fixing the wind power foundation with the framework structure; sequentially hoisting a fan tower barrel, a fan head and a fan blade; and transporting the wind power complete machine to a mounting site. According to the mounting method disclosed by the invention, one-step transportation of the complete machine can be realized, and operation facilitation and high success rate are realized; and the use a large-size hoisting machine and a transportation vessel for offshore operation is avoided, so that the floating transportation method has the characteristic that the cost is greatly reduced compared with that of a traditional transportation technology. In addition, the same postures of the wind power foundation, the fan tower barrel, the fan head and the fan blade can be maintained from the manufacture and the transportation to the use, so that the risk of the damage to various components of the fan is reduced to the maximum extent and further the requirement of the structure on damage resistance is facilitated to be met.",2012,F05B2230/6102; F03D  13/20; F03D  13/25; F03D  13/22; Y02E  10/727; B63B  35/00; E02B2017/0047; F03D  13/40; F03D  11/04; Y02P  70/523; B63B  35/003; E02D  27/44; E02D  27/52; E02B  17/02; E02B2017/0091; F05B2240/95
380976702,CN201220262777U,Floating charge machine for load and storage battery,"The utility model discloses a floating charge machine for a load and storage batteries. The floating charge machine for the load and storage batteries comprises storage batteries, a generator and wing assemblies, wherein the wing assemblies comprise four hollow wings, wing shafts and a rotating wheel which is fixed on the wing shafts, and the wing assemblies are arranged on the wind inlet position in front of vehicles. All of the four hollow wings are of elongated hollow structure, and the two sides of an elongated body are all shaped like nonlinear semi-elliptic curved surfaces. The curvature of the front end is bigger and the curvature of the back end is smaller. The four hollow wings are evenly arranged around the side of the rotating wheel in parallel with the wing shafts by means of the upper portion, the lower portion, the front side and the backside. The driving shafts of the motor are connected with the wing shafts in a coaxial mode. The motor is connected with a direct current bus and storage batteries through charging units, and the load of the vehicles is connected with the storage batteries in a parallel mode. The floating charge machine for the load and storage batteries has the advantages of solving the floating techniques of the load and storage battery of pure electric vehicles.",2012,F03D   3/06; B60K  16/00; H02J   7/00; Y02E  10/74; Y02T  10/7083; B60L   8/00; F03D   9/02
380976706,CN201220221643U,Wind generating set tower in ocean tidal zone,"The utility model relates to a wind generating set tower in an ocean tidal zone. Three anticorrosion coatings, namely an epoxy zinc rich primer layer (10), an epoxy micaceous iron oxide heavy sizing paint layer (20) and a modified polyurethane top-coat layer (30) are coated on the internal surface and external surface of a tower foundation ring (1), the inner wall and outer wall of a tower barrel (2), a ladder (31), a tower platform (41), a fence (5), a foundation ring flange (61) and the side surface of a tower barrel flange (62); the ladder (31) in the tower barrel and a tower platform (42) in the tower barrel are coated with zinc coatings (40) subjected to hot dip galvanization; the flange faces of the foundation ring flange (61) and the tower barrel flange (62) are coated with zinc coatings (50) subjected to arc thermal zinc spraying treatment; and a bolt (71) and a bolt (72) are coated with environment-friendly non-chrome Dacromet coatings (60), so that the requirement that corrosion protection service life of the steel structure of a wind generating set under ocean tidal zone climate is 20 years can be achieved.",2012,F03D  11/00
380976712,CN201220453153U,Floating foundation of offshore wind turbine,"The utility model discloses a floating foundation of an offshore wind turbine. The floating foundation comprises at least one floating foundation unit, wherein the floating foundation unit comprises a tower column, a wind turbine, a plurality of floats, connection rods, square supports, a first supporting rod and a second supporting rod. The wind turbine is arranged at the upper end of the tower column, the plurality of floats are uniformly distributed on the periphery of the tower column, the lower ends of adjacent floats are fixedly connected through the square supports, and the upper ends of adjacent floats are fixedly connected through the connection rods. The upper ends of the floats are fixedly connected with the middle of the tower column through the first supporting rod, the square supports fixed at the lower ends of the floats are fixedly connected with the lower end of the tower column through the second supporting rod, the square supports are located below the seawater surface, and the lower ends of the floats are fixedly connected with the seabed. The floating foundation is good in stability, can adjust the gravity position and resonant frequency of the offshore wind turbine, and reduces integral movement unbalance degree in waves. A plurality of floating foundations can meet different electricity demands through changing power combination.",2012,E02D  27/44; F03D  11/00
380976714,CN201220356319U,Trussed type offshore wind generating set base structure,"The utility model relates to a trussed type offshore wind generating set base structure, which comprises steel pipe piles extended into a bearing stratum below the seabed, insert sections (2) partially inserted into upper ends of the steel pipe piles (1), jacket pile legs (3) welded with the upper ends of the insert sections (2), supporting steel pipes (4) welded between the jacket pile legs (3), a tower platform (5) arranged on the jacket pile legs (3) and the supporting steel pipes (4), and inclined struts (6) welded on the tower platform (5), wherein the inclined struts (6) are connected with a tower barrel (7) placed on the tower platform (5). The piles are pre-piled, the truss structures are inserted into the steel pipe piles through the insert sections, then the steel structures and the steel pipe piles are integrated by filling a binding material, so that the working amount of staff on the sea is reduced, the offshore working time is shortened, the construction process is hardly influenced by weather, and the construction cost is greatly reduced.",2012,F03D  11/04
380977300,CN201220388016U,Offshore wind turbine tower platform damping device,"The utility model relates to an offshore wind turbine tower platform damping device which comprises a fixing bracket and an adjusting support, wherein the fixing bracket is fixedly arranged on a turbine tower platform, the adjusting support is fixedly arranged on a screw rod, a damping rubber plate is fixedly arranged on the back end of the adjusting support, the front end of the screw rod is connected with the fixing bracket in a supporting way, and the screw rod is provided with a fixing nut and an adjusting nut.",2012,F16F  15/08; F03D  11/00
380977342,CN201220232184U,Instable power synergy device,"The utility model provides an instable power synergy device for society. The instable power synergy device can effectively solve the problems of difficulty in utilization of instable power, such as wind energy, ocean energy and the like, which are big sometimes and small sometimes, fast sometimes and slow sometimes, present sometimes and absent sometimes or clockwise sometimes and anti-clockwise sometimes and lower efficiency, extensively receive, fully store and stably output power when the instable power synergy device is applied to existing development and utilization equipment and further significantly increase (improve) the receiving and utilization efficiency. The instable power synergy device mainly comprises a combination of an automatic transmission and a worm spring mechanism.",2012,F16H  33/06
380984101,EP20130702453,"FOUNDATION STRUCTURE OF AN OFFSHORE PLANT, IN PARTICULAR AN OFFSHORE WIND TURBINE, WHICH FOUNDATION STRUCTURE IS TO BE INSTALLED AT A LOW NOISE LEVEL, AND INSTALLATION METHOD THEREFOR",NULL,2013,E02D  27/525; E02D  27/425; E02D  27/12; E02D  27/52; E02D  29/06; E02D  29/09; E02D  27/42
380984129,EP20130702467,"MARINE TURBINE COMPRISING A STATOR, A ROTOR, A FIRST MAGNETIC BEARING SUPPORTING THE ROTOR AND A SECOND SUPPORT BEARING WITH ROLLING ELEMENT(S)",NULL,2013,F16C  39/06; F03B  11/063; F03B  13/18; F03B  13/26; F03B  17/061; F16C  19/50; F16C2380/26; F03B  11/06; F03D  11/00; F03B  13/264; F03B  17/06; H02K   7/09; F03B  13/10; F16C  32/0402; F16C2360/00; F05B2240/97; F16C  19/507; Y02E  10/28; F05B2220/7066; F16C  32/04; F16C  39/063; Y02E  10/38
380997059,CA20112803447,APPARATUS FOR EXTRACTING ENERGY FROM A FLUID FLOW,"An apparatus for extracting energy from a fluid flow including a secondary fluid channel, a fluid driveable generator unit and a primary fluid channel. The primary fluid channel comprises a fluid intake in fluid communication with a throat. The throat is configured to increase the flow velocity and reduce the pressure of the primary fluid flowing through the primary fluid channel and includes at least one plenum in the interior of the throat configured to further reduce the pressure of the primary fluid flowing through the primary fluid channel. The plenum includes at least one perforation through its exterior surface in fluid communication with the secondary fluid channel. As such, the flow of primary fluid through the primary fluid channel draws the secondary fluid into the primary fluid channel through the secondary fluid channel and the perforation and thereby into driving engagement with the generator.",2011,F03D  11/00; F05B2240/133; F05B2240/931; F03B  13/264; F01D   1/02; F03D   1/02; F03D   1/04; F03D  13/25; F05B2250/313; F03D   9/25; F05B2210/18; F05B2260/601; F04F   5/10; F04F   5/16; Y02E  10/38; F03D   3/04; F03D   5/00; F03B  13/24; F03D  80/00; Y02E  10/727; F03B  13/26; F05B2240/131; F03B  13/10; F03D   9/008; F04F   5/04; F05B2240/93; Y02E  10/28
381063253,JP20120130235,"SELF-STABILIZING VERTICAL AXIS WINDMILL, FLOATING BODY TYPE OFFSHORE WIND POWER GENERATION SYSTEM, AND BUOYANCY STRUCTURE SYSTEM","PROBLEM TO BE SOLVED: To establish a windmill method which matches a method for offshore power generation on the wide ocean, especially floating body type offshore power generation, which is important.SOLUTION: Because a self-stabilizing vertical axis windmill is employed that flexibly combines a horizontal wing and a vertical wing so as to be freely rotatable, no unbalanced load is generated unlike the horizontal-axis windmill and the need for considering wind directions is eliminated, so that it becomes possible to develop a system which does not create adverse effect on the windmill support. In addition, when three windmills are built using a flexible link mechanism in order to form a triangle and then multiplexed based on this shape by the same method, stable operation can be executed even in the wind farm with a large number of many windmills. In addition, collaboration with fishery and early launch of the floating wind farm can be performed to effectively cope with food crisis in future.",2012,Y02E  10/722; Y02E  10/727; Y02E  10/74; F03D   3/06; F03D   9/00
381140249,EA20050000663,ANTI-ICING SYSTEM FOR WIND TURBINES,"An for a Wind Energy Converting System (WECS in the following) for producing electric power, comprising the said de-icing and anti-icing arrangement and a method for preventing and eliminating the ice accretion on the blades of the rotor of an WECS are the subject matter of the present invention. Such an WECS (1; 1'; 1'; 1'') is of the type comprising: - a tower (4; 4'), apt to support and anchor the said WECS (1; 1'; 1'; 1'') to the ground or a basement, - a [nacelle](3), located on said tower (4; 4'), to which there are associated first means (9, 1N, 10; TR) for transforming the rotating movement of a rotor in order to generate electric power to be introduced into an electric [electric grid] and for the management and the operation of possible electric of said WECS (1), - a rotor (2), associated to said [nacelle](3) in the manner that it can be rotate with respect to said [nacelle](3), said rotor (2) comprising a number of blades (5) and susceptible of rotating because of the wind (V) which hits said blades (5), wherein said WECS (1; 1'; 1'; 1'') internally comprises second means (2E, 19, 21) for the 15 flow of a fluid (F; F; F'; F'') inside volumes (14, 15) defined in the interior of said blades (5) of said rotor (2). The present invention is characterized in that the blades (5) of the rotor comprise, on at least a part of an external surface (5S), openings (12) which are in connection with the fluid of said volumes (14, 15) inside said blades (5) and are apt to realize an ejection of at least a part of said fluid (F; F; F'; F'') outside said blades (5), in order to fluid-thermodynamically interact with said wind (V) hitting at least said part of the surface (5S) concerned by said openings (12), and/or with water and ice possibly present on said external surface (5S) of said blade (5).",2003,F03D  80/40; Y02T  50/675; F03D  11/00; F05B2260/202; Y02E  10/72
381215093,MX20120006087,OCEAN DRIVEN ENERGY PLANT.,"A power generation device 10 includes an water blanket 12 comprising a plurality of pods 18 arranged in a grid for floating on the surface of a body of water. Ball joints 20 and hydraulic cylinders 22 couple each of the pods 18 to adjacent pods 18. Motors 48 are coupled to the hydraulic cylinders, such that a flow of hydraulic fluid created by expansion and compression of the cylinders due to movement of the pods 18 causes rotational motion in the motor 48. Generators are coupled to respective motors to generate electricity from the rotational motion of the motors. Power from the ocean blanket can be supplemented with wind turbines 17, water paddles 24, water turbines 32, and solar cells 28.",2010,F03B  13/10; F03D   9/008; F03B  13/264; F03D   9/007; F05B2240/95; F05B2240/93; F03B  13/20; F03D  13/25; Y02E  10/28; F03B  13/12; F03B  17/061; Y02E  10/72; F03B   3/04; F05B2240/40; H02S  10/12; Y02E  10/38
381218410,CN201210488062,Removable new energy marine industry public platform,"The invention relates to a removable new energy marine industry public platform which comprises a marine industry public platform, wherein at least three groups of anchor chains are arranged on the marine industry public platform; a solar photovoltaic power generation system, a wind power generator and a wind air compression device are arranged on the marine industry public platform; both the solar photovoltaic power generation system and the wind power generator are connected with a power distribution room; the wind power generator is arranged at the top of a corresponding pole; the wind air compression device is connected with a membrane method seawater desalination system; a solar heat collection system, a hot method seawater desalination system and a wave collection device are also arranged on the marine industry public platform; the hot method seawater desalination system is connected with a fresh water pond A; and the wave collection device is connected with the membrane method seawater desalination system. According to the removable new energy marine industry public platform, the solar energy, the ocean energy and the wind energy are organically combined by using systems, and a sea water desalination system and a heat accumulation device are integrated, so that the advantages of various new energy resources are complemented, the influences caused by the intermittency and the volatility are remedied and the continuous supply of fresh water, electric power and heat energy is realized.",2012,B63J   1/00; Y02A  20/141; F03D   9/00; Y02E  10/725; B63B  35/44
381227456,CN201220343897U,Sail and wind-energy comprehensive energy-saving ship,"The utility model provides a sail and wind-energy comprehensive energy-saving ship. The sail and wind-energy comprehensive energy-saving ship comprises a main ship body, a main deck connected with the main ship body, a mast fixedly connected to the main deck, and a sail connected with the mast; an air turbine generator is arranged on the main deck; the sail is connected and forms a shape of a Chinese character 'AO' by a framework; an air outlet is formed at the bottom part of the 'AO'-shaped part, and is connected with one end of an air guide pipe; and a nozzle matched with the air turbine generator is connected to the other end of the air guide pipe. According to the sail and wind-energy comprehensive energy-saving ship, the air received by the sail can be used for providing wind energy to the air turbine generator by the air guide pipe when the sail is adopted for sailing, so that the air turbine generator can run to generate power; the whole sail and wind-energy comprehensive energy-saving ship is simple in structure and low in cost; the electricity is provided for the ship by the wind energy; and the wind-power generation and the sail aid-to-navigation are organically combined, so that the wind energy resource can be effectively utilized in a plurality of perspectives and a plurality of ways.",2012,B63H   9/06; F03D   9/00; Y02P  70/523; Y02E  10/72; B63H  21/17
381230096,CN201220266530U,Cooling device for offshore wind generating set,"The utility model discloses a cooling device for an offshore wind generating set, which is characterized by comprising an anti-freezing solution storage device (1), an extraction device (2) and a recovery device (3), wherein the anti-freezing solution storage device (1) is installed below the sea level; the extraction device (2) is used for extracting the anti-freezing solution to the offshore wind generating set so as to conveniently cool the wind generating set and is connected with an outlet (1a) of the anti-freezing solution storage device; and the recovery device (3) is used for recovering the anti-freezing solution back to the anti-freezing solution storage device (1), and is connected between the wind generating set and an inlet (1b) of the anti-freezing solution storage device (1). The anti-freezing solution storage device of the cooling device is installed below the sea level to bring convenience for cooling, and therefore the cooling device has the advantages of good cooling effect, short circulation period and low cost.",2012,F03D  11/00
381238628,ES20110030301,PLATAFORMA METEOROLOGICA FLOTANTE.,"Plataforma meteorolÛgica flotante que comprende una cabina (1) y un cilindro superior (2) que une a un elemento de rotura (3) con la cabina (1) y donde las dimensiones de espesor y di·metro son variables en funciÛn de las condiciones de estabilidad y condiciones de desplazamiento establecidos para el conjunto; y donde dicho elemento de rotura (3) comprende un tronco de cono superior (3a), un cilindro central (3b) y un tronco de cono inferior (3c); y en donde la inclinaciÛn del tronco-cono inferior (3c) respecto de la horizontal estar· comprendida entre los 20∫ y los 40∫; y donde la acciÛn de rotura del elemento de rotura (3) es solidaria con la acciÛn de los medios de flotaciÛn y amarre (4, 5, 6, 7, 8, 9) estando ambos configurados para combatir la acciÛn que una placa de hielo (100) ejerce sobre el conjunto de la plataforma.",2011,B63B  35/44; B63B  22/18; Y02E  10/727
381341733,TW20110223822U,Ocean wind integrated power generation device,NULL,2011,Y02E  10/70; F03D   5/00
381351805,NL20122009763,"FLOATABLE TRANSPORTATION AND INSTALLATION STRUCTURE FOR TRANSPORTATION AND INSTALLATION OF A FLOATING WIND TURBINE, A FLOATING WIND TURBINE AND METHOD FOR TRANSPORTATION AND INSTALLATION OF THE SAME.",NULL,2012,B63B2035/446; F03D  13/22; B63B2021/505; F05B2240/93; B63B  35/003; B63B  35/44; B63B2001/128; E02B  17/02; E02B2017/0047; Y02B  10/30; Y02E  10/721; B63B   1/107; E02B2017/0039; E02B2017/0091; E02B2017/0095; E02D  27/52; F05B2240/95; F03D  13/25; Y02E  10/727; B63B  21/50; B63B  35/00; E02B  17/04; E02D  27/50
381356043,PT20090008035T,FOUNDATION FOR A WIND TURBINE,NULL,2009,E02B2017/0082; E02B2017/0091; E02D  27/425; E02D  27/52; F03D  13/22; F05B2250/232; F03D   1/00; Y02E  10/727; E02D  23/02; F05B2240/95; E02B2017/0065; E02D  23/08; E02D  27/42
381356529,AU20110290961,Variable-pitch propeller or repeller,"In the case of a variable-pitch propeller (7) or repeller (53) according to the invention, the pitch-adjusting device (10) is arranged in the hub (9) and formed in such a way that it allows only a numerically limited number of different blade pitches, preferably just two blade pitches, for which purpose the pitch-adjusting device (10) comprises an electrical drive device (20), for moving the blades (11) from a first blade pitch to a second of the numerically limited number of blade pitches, and an electrically actuable locking device (40), for locking the blades (11) in the numerically limited number of different blade pitches.",2011,Y02E  10/723; F05B2210/16; F01D   7/00; F03D   7/04; Y02E  10/721; B63H   3/06; F03D   7/0224; F05B2260/79
381358567,FR20120061864,"Offshore wind turbine structure for electricity generation, has mast extending from foundation for receiving nacelle of wind turbine, where foundation includes removable buoyancy boxes to facilitate movement of foundation","The structure (1) has a mast (3) extending from a foundation (2), for receiving a nacelle of a wind turbine. The foundation includes removable buoyancy boxes (7-12) to facilitate the movement of the foundation. The buoyancy boxes include fixing pawns intended to cooperate with a fixing comb of the foundation. The foundation includes radial arms (4-6), where the buoyancy boxes are provided on both sides of the radial arms. The buoyancy boxes include a ballasting unit for unhooking the boxes from the foundation.",2012,F05B2240/95; F03D  11/04; Y02E  10/727; F03D  11/00; F03D  13/22; Y02E  10/726; F03D  13/10
381359502,EP20130156541,Method for testing the structural condition of wind power plants,"The method involves determining temperature difference between inner region of the wind turbine (1), and outer region of the wind turbine using temperature sensor. The measurement time period is calculated corresponding to the temperature difference between inner region and outer region of the wind turbine. The aircraft (2) is driven near the wind turbine such that the wind turbine is in the detection range of the thermographic recording device (6) installed in aircraft, during the measurement time period. An independent claim is included for aircraft.",2013,F05B2270/8041; F03D  11/00; F03D  80/00; F05B2270/303; F03D  17/00; F05B2240/95; F05B2260/821
381365117,DK2012PA70068,Method of installing a foundation in the sea bed and such foundation,NULL,2012,E02D  23/00; E02D  27/50; E02D  29/06; E02D  27/10; E02B2017/0078; E02D  27/32; F03D  13/22; Y02E  10/727; B63B2021/267; E02D  27/525; F05B2240/95; B63B  21/27; E02D  17/02; E02D  27/04; E02D  27/22; E02D  27/42; E02D  27/24
381369345,CN201210333685,Method for damping tower vibrations in a wind turbine installation,"A method in connection with a wind turbine installation for damping tower vibrations, in particular a floating wind turbine installation comprising a floating cell, a tower arranged over the floating cell, a generator mounted on the tower that is rotatable in relation to the wind direction and fitted with a wind turbine, and an anchor line arrangement connected to anchors or foundations on the sea bed. The tower's eigenvibrations, omegaeig, are damped by, in addition to control with the controller in the constant power or RPM range of the wind turbine, an increment, Deltabeta, being added to the blade angle of the turbine blades on the basis of the tower velocities, DeltaZ, so that the eigenvibrations are counteracted.; The vibrations in beta that have frequency omegaeig can expediently be damped by means of a stabiliser with the transfer function Hstab(s) between the tower velocities, DeltaZ, and the blade angle, Deltabeta, which is such that the loop transfer function H-beta-DeltaZ-dot{jomegaeig)Hstab(jomegaeig)=-b, which means that: (I) where 'b' is a variable depending on the moment and thrust characteristics of the turbine blades.",2006,F03D   7/02; F03D  13/25; F03D; F03D   9/00; F05B2260/96; F03D   7/0296; Y02E  10/723; Y02E  10/725; F03D   9/255; F03D   7/0224; F03D   7/04; F03D   7/044; F05B2240/93; F03D   7/024; F03D   9/25; Y02E  10/727; B63B  39/00
381377624,CN201220464186U,Petrol pump ship with wind diesel complementary power supply system,"The utility model provides a petrol pump ship with a wind diesel complementary power supply system. The petrol pump ship is formed by arranging a wind generator assembly, a diesel generator assembly, a wind diesel complementary power supply system, a storage battery pack, an inverter system and an alternating and direct current power distribution unit on a common petrol pump ship. The new petrol pump ship has the advantages of being convenient to install and maintain, and suitable for application to water petrol pump ship field. Moreover, the new petrol pump ship guarantees management of a communication system on the water petrol pump ship and load electricity of life equipment used by staff, improves life quality and work efficiency of the staff, carries out centralized and integrated management to a wind diesel complementary power supply main system, prolongs service life of the storage battery pack, and reduces maintenance cost of the power supply system. As clean wind energy is adopted to generate electricity, dependence degree of the communication system and life equipment on a diesel generator is reduced, and good energy-saving and emission-reducing effects are achieved.",2012,B63J   3/00; B63B  35/00; H02J   7/34
381427643,KR20127021960,FLOATING SUPPORT FOR OFFSHORE STRUCTURE,"?? ?? ???? ?? ?? ???? ?? ?? ???? ?? ???, ? ???? ?? ???(16)? ??? ? ??? ????, ? ???? ??? ?? ???? ????, ???? ??? ???? ?? ??(17) ? ???? ??? ? ??(18)? ????, ? ?? ????, ???? ??? ? ?? ??(18)? ???? ??? ? ?? ??(16)? ????? ???? ??? ?? ???? ??? ???, ???? ???? ??? ???? ??? ?? ??, ?? ???? ??? ?? ????, ??? ??? ???(18)? ??? ? ?? ??? ??? ?? ??? ?? ???? ??.",2011,B63B   1/125; E02B  17/00; F03D  13/20; B63B  43/06; B63B  75/00; Y02E  10/727; B63B   1/107; B63B   9/06; F03D   1/00; F03D  13/25; F05B2240/93; B63B  35/00; E02B  17/027; B63B2035/446; E02B  17/02; F03D  13/22; B63B   1/12; B63B  35/44; E02B2017/0091; F05B2240/95
381538540,EP20130705382,METHOD OF INSTALLING A FOUNDATION IN THE SEA BED AND SUCH FOUNDATION,NULL,2013,E02D  27/50; B63B  21/27; E02D  27/42; B63B2021/267; E02D  27/525; F05B2240/95; E02D  27/32; Y02E  10/727; E02B2017/0078; F03D  13/22; E02D  27/52; E02D  23/00; E02D  27/10; E02D  29/06; E02D  27/22
381569462,FR20120058884,SUPPORT FLOTTANT A CAISSONS DE FLOTTABILITE AUTOBLOQUANTS,"Support flottant pour structure offshore, comportant : - un m‚t de support (12), - une structure flottante (14) sur laquelle le m‚t de support (12) est fixÈ, ladite structure flottante (14) comprenant au moins une cage de flottaison (24) s'Ètendant selon un axe longitudinal (Xi) et une pluralitÈ de caissons de flottabilitÈ empilÈs en Ètages dans la cage de flottabilitÈ (24), Au moins deux caissons de flottabilitÈ adjacents appartenant respectivement ‡ des Ètages distincts comportent chacun au moins une surface de butÈe, les surfaces de butÈes coopÈrant entre elles de faÁon ‡ immobiliser lesdits deux caissons de flottabilitÈ l'un par rapport ‡ l'autre.",2012,B63B   1/107; Y02E  10/727; B63B  75/00; B63B   7/04; B63B2001/128; B63B  35/44; B63B2035/446
381595344,US201213663296,Modular structural composite beam,"A modular fiber reinforced plastic flange for a structural composite beam which comprises a body formed of a plurality of elongate elements arranged in an array, wherein the dimensions of the body are substantially determined by the number and arrangement of the elongate elements in the array, and a skin member at least partially surrounding the array. Also, a structural composite beam comprising the modular fiber reinforced plastic flange and a shear web connected to the skin member of the modular flange. A method of making the modular flange and beams, and a kit of parts for making the modular flange are also disclosed.",2012,B29D  99/00; Y02E  10/721; B29D  99/0003; F05C2253/16; Y10T  29/49616; B29C  70/865; B29K2105/24; B29L  31/00; B29C  70/86; B29L  31/08; B29L2031/082; B29L2031/003; F05B2280/6013; B23P  11/00; F03D   1/06; B29K 105/24; E04C   3/29; F05B2280/6003; F05C2253/04; Y02P  70/523; B63H   1/26; F03D   1/065; F05B2280/702; B29K2105/243; F05C2253/22; Y10T  29/49826
381595991,US201113577058,Wind turbine mechanical brake,"The mechanical brake comprises a double disc (D1 and D2) rotating with the transmission shaft and some brake calipers (P1 and P2) that apply friction on the disc when activated electrically, hydraulically or pneumatically. The brake is characterized because its high-speed shaft (Ea) is equipped with a drive train, adapting its diameter to some dimensions marked by the existing space and anchoring the brake calipers directly to the cover of the gearbox (M). The mechanical brake thus constituted is capable of braking with the pitch actuator in power position, in initial conditions of nominal power and at nominal average wind speed for an installation below 1 MW.",2011,F03D   7/02; F05B2270/107; Y02E  10/723; F05B2260/902; F16D  55/02; F16D  55/36; F03D   7/0248; F03D  11/00; F16D  55/22
381596657,US201113223396,Energy efficient climate control system for an offshore wind turbine,"An energy efficient climate control system for an offshore wind turbine that is integrated with the component cooling system is disclosed. The climate control system includes a cooling circuit adapted to carry heat generated by a component of the nacelle to outside the nacelle. The climate control system also includes an airflow system adapted to receive a warm outflow of coolant from the cooling circuit, across a variable flow control valve, the airflow system supplying clean ambient air to the nacelle at a predetermined relative humidity. The variable flow control valve regulates a flow rate of the coolant through the airflow system to adjust the relative humidity of the air entering the nacelle.",2011,F03D  80/60; F05B2240/95; F03D   9/00; F25B  29/00; Y02E  10/726; F03D  11/00; F05B2260/64
381600615,US201213601895,Supervisory control and data acquisition system for energy extracting vessel navigation,"A Supervisory Control And Data Acquisition (SCADA) system guides navigation of a vessel enabled to extract energy from wind and/or water currents primarily in offshore marine environments. An exemplary SCADA system embodies server and client software applications running on microprocessor systems at a remote control central service logging and energy distribution facility, and the vessel itself.",2012,G05D   1/00; F03D   7/042; G05D   1/10; Y02E  10/28; F03B  17/06; Y02E  10/723; F05B2240/932; F05B2240/97; F05B2270/806; B63B  79/00; F03D  17/00; G08G   3/00; F03B  13/00; F05B2270/8041; G01S   1/00; Y02E  10/38; B63J  99/00; Y02T  70/74
381634967,EP20130001017,"Connection between a foundation post of a structure, in particular an onshore or offshore construction, such as an onshore or offshore wind turbine, comprising in a particular tubular transition piece and method for manufacturing the same","The connection structure has a tubular transition piece (12) whose interstice (14) with a foundation pile (10) is partially filled with concrete or mortar. Two groups of three twin wedges (18,22) are arranged against each other and are rotated axially relative to each other, for suppression or inhibition of a relative movement between the foundation pile and transition piece and tilt and horizontal translational movements of the foundation pile. An independent claim is included for method for manufacturing connection structure of foundation pile.",2013,E02D  27/52; E02D   5/54; E02D  27/42; F03D  13/22; E02D   5/526; E02D  27/12; E02D   5/50; E02D  27/50; E02D  27/425
381634974,EP20130001038,Methods and systems for alleviating loads in off-shore wind turbines,"Control methods and systems of a wind turbine belonging to an off-shore wind park that use, in case of malfunction of the load measuring system, one of the following pitch vectors for the calculation of the individual pitch command of each blade: \n - the pitch vector being applied at the same time in one wind turbine of the wind park where the load measuring system works properly \n - a mean value of the pitch vectors being applied at the same time in a group of wind turbines of the wind park where the load measuring system works properly; \n - the pitch vector resulting from a control law, obtained from historic records of the wind turbine when the load measuring system worked properly, defining the pitch vector as a function of at least the wind speed V, if the former pitch vectors are not available.",2013,F03D   7/02; F03D   7/0224; F03D   7/04; F03D   7/046; F05B2260/71; F05B2270/329; F05B2270/1095; F05B2240/96; F05B2270/326; F03D   7/048; F05B2260/966; F03D   7/047; F05B2240/95; F05B2260/845; F05B2270/32; Y02E  10/723; F03D   7/024; F03D   7/042
381745392,CN201220515204U,Skirt pile foundation for offshore wind turbines,"The utility model relates to a skirt pile foundation for offshore wind turbines. The skirt pile foundation for offshore wind turbines comprises a joint section steel cylinder, a guide tube rack support and skirt piles. The lower end of the joint section steel cylinder is fixedly connected onto the guide tube rack support, and the upper end of the joint section steel cylinder is fixedly connected onto a wind turbine tower. The guide tube rack support is a frame composed of more than three leg tubes and support tubes for transversely connecting the leg tubes in pairs, and one to four hollow grouting casings are fixedly connected to the lower end of each leg tube. One skirt pile is nested in each grouting casing, the upper end of the skirt pile is fixed to the grouting casing, and the lower end of the skirt pile is fixed a seabed bearing stratum. Bearing capacity of the skirt pile foundation for offshore wind turbines is greatly improved, an offshore wind turbine can be installed in sea areas tens of meters to 100 meters in depth, a large wind turbine generator few megawatts and even more than tend megawatts in power can be supported, and power generating efficiency is greatly improved. The piles are small in diameter, so that the skirt pile foundation for offshore wind turbines is convenient to construct and install.",2012,E02D  27/52; E02D  27/12; E02D  27/42
381746529,CN201220508267U,Wind and waves power generation assembly,"The utility model discloses a wind and waves power generation assembly. At present, the existing power generation manners include damming water conservancy, nuclear powder, thermal powder, solar power and wind power. Power generation projects of damming water conservancy and nuclear powder are huge. In cases of increasing earthquakes, wars and disasters, thermal power consumes limited energy sources. Storage batteries by solar power and wind power are high in manufacturing cost and environment-polluting. The wind and waves power generation assembly provided to overcome defects and hazards is characterized in that large sealed floats are fixed at seabed through energy stay ropes, the upper ends of the floats are connected with a stay-rope kinetic energy conversion system which drives an air compressor to generate high-pressure, and the high-pressure air is charged into gasholder groups. The air compressor is driven by wind powder through N vertical-axis wind energy collectors, air is also charged into the same group of gasholders for storage, an aerodynamic engine is driven under speed control of an electric air pressure regulation speed-control valve, and power of the aerodynamic engine drives generators to generate electricity.",2012,F03D   9/02; Y02E  10/72; Y02P  70/523; F03B  13/18; Y02E  10/38
381746558,CN201220487847U,Hydraulic power supply device with wind power and water power complementary,"The utility model belongs to a hydraulic power supply device with wind power and water power complementary, and particularly relates to a hydraulic power supply device with wind power and water power complementary. The hydraulic power supply device with the wind power and the water power complementary is composed of a fan, a first hydraulic oil pump, a variable hydraulic motor, an oil tank, water wheels and a second hydraulic oil pump. The hydraulic power supply device with the wind power and the water power complementary is characterized in that the fan is connected with the first hydraulic oil pump through a transmission shaft, the first hydraulic oil pump is connected with the variable hydraulic motor through an oil conveying pipe, the variable hydraulic motor is connected with the oil tank through an oil conveying pipe, the water wheels are connected with the second hydraulic oil pump through a transmission shaft, the second hydraulic oil pump is connected with the variable hydraulic motor through an oil conveying pipe, and the variable hydraulic motor is connected with the oil tank through an oil conveying pipe. The hydraulic power supply device with the wind power and the water power complementary has the advantages that the hydraulic power supply device is applicable to power supplies of offshore oil production, electricity generation, refrigeration and heating devices utilizing the wind power and the water power, conversion and utilization of the wind power and the water power are achieved, the problems of transmission and output of energy in the transmission process of the wind power and the water power are flexibly resolved, the load of hydraulic transmission is small, a support of the fan and floating bodies of the water wheels are simple in design, and efficiency of hydraulic transmission is high.",2012,F03B  13/14; Y02E  10/72; F03D   9/00; Y02E  10/38
381746587,CN201220341766U,Offshore wind generating set sea wind ventilating filtering heat exchanging device,"The utility model discloses an offshore wind generating set sea wind ventilating filtering heat exchanging device which is arranged in a cabin cover of a wind generating set. The device comprises a heat exchanger and a filtering box body; the heat exchanger comprises an induced draft fan and a heat radiation structure which is connected with heating equipment through a pump group to form closed circulation of heat exchanging media; a steam-water separator is arranged on a position of an inlet of the filtering box body, and an air filter element body is arranged behind the steam-water separator; the filtering box body is arranged on an air cooling inlet side of the heat radiation structure of the heat exchanger, and the induced draft fan is arranged on the other side of the heat radiation structure. Open holes are formed in the cabin cover; air of the offshore environment is inducted into the filtering box body through the induced draft fan, steam and water are separated, the air is filtered and purified, the air enters into the heat exchanger after being purified to cool the heat exchanging media, after the heat exchanging is finished, the air enters into a cabin and is mixed with an original environment, and then is discharged from the open holes in the cabin cover, so that a positive pressure effect in the cabin is ensured; by means of the arrangement, the structure can be simplified, the space is compacted, the overall environmental quality in the cabin is improved.",2012,F03D  11/00; F28F  19/01
381746598,CN201220509643U,Double-tier concentric multi-pile foundation for offshore wind turbines,"The utility model discloses a double-tier concentric multi-pile foundation for offshore wind turbines. The double-tier concentric multi-pile foundation for offshore wind turbines comprises at least two outer piles, at least two inner piles, outer guide tube rack support leg tubes, and inner guide tube rack support leg tubes, wherein the outer and inner guide tube rack support leg tubes correspond to the outer and inner piles respectively. The outer and inner piles are nested into the corresponding guide tube rack support leg tubes respectively and are fixedly connected with the leg tubes. The double-tier concentric multi-pile foundation for offshore wind turbines further comprises a tubular joint section. The outer and inner piles are distributed on two tiers of different concentric circles by centering on the tubular joint section. At least one tier of horizontal supports is disposed between the outer and inner guide tube rack support leg tubes. Each of the outer guide tube rack support leg tubes, the inner guide tube rack support leg tubes and the tubular joint section is fixedly connected with the diagonal supports through horizontal supports. The double-tier concentric multi-pile foundation for offshore wind turbines is small in diameter and convenient to construct and install, and is especially applicable to 3MW-12MW offshore wind turbines in sea areas 10-100m deep.",2012,F03D  11/04
404742036,JP20110167002,MARINE STRUCTURE MADE OF STEEL MATERIAL,"PROBLEM TO BE SOLVED: To provide a marine structure made of a steel material excellent in corrosion resistance and capable of reducing a coating cost.SOLUTION: The marine structure is configured to include a steel material treated with a coating having a prescribed paint thickness in a height direction region where the amount of flying sea salt particles exceeds a prescribed boundary value and a steel material without coating in a height direction region where the amount of the flying sea salt particles is equal to or below the prescribed boundary value. Further, the boundary value is 0.1 mdd or less. The steel material without coating preferably includes, in mass%, less than 0.08% C, 0.75% or less Si, 2.0% or less Mn, 0.030% or less P, 0.030% or less S, 0.01-0.05% Al, 0.010% or less N, furthermore, 0.50-1.0% W, 0.010-0.200% Nb, 0.01-0.10% Cr, and additionally one or two kinds of elements selected from 0.05-0.50% Cu and 0.05-0.50% Ni. The marine structure is preferably suited to offshore structures, particularly an offshore wind power generation tower. As a result, the coating area can be drastically reduced, the coating work load is lightened, and the time span for re-coating can be shortened so that the coating cost can be reduced.",2011,C22C  38/00; C22C  38/60; C21D   8/02; C22C  38/58
404742277,JP20120140195,"TRANSPORT AND INSTALLATION METHOD FOR OFF-SHORE WIND ENERGY PLANT, AND TRANSPORT AND INSTALLATION BARGE FOR OFF-SHORE WIND ENERGY PLANT","PROBLEM TO BE SOLVED: To provide a transport and installation method capable of performing installation with a small barge with improved safety and economic properties in the transport and installation of an off-shore wind energy plant, and to provide a transport and installation barge for the off-shore wind energy plant.SOLUTION: The off-shore wind energy plant 20 provided with a support structure 21 is loaded on a transport and installation barge 10 while the off-shore wind energy plant is laid down laterally on a traveling platform 13. The transport and installation barge 10 loaded with the off-shore wind energy plant 20 is transported to an installation place of the off-shore wind energy plant 20. The engagement between a locking means 14 on the traveling platform 13 and a base part 25 of the support structure 21 is released so that the off-shore wind energy plant 20 slides to perform the launch, and the installation is thereby performed by standing it upright.",2012,F03D   9/30; F03D  11/04; Y02E  10/725; B63B  43/06; B63B  35/003; F03D  80/00; B65G  67/60; B63B  35/28; F03D   9/00; B63B   1/12
404745932,JP20120122508,NATURAL ENERGY EXTRACTION APPARATUS,"PROBLEM TO BE SOLVED: To provide a natural energy extraction apparatus including a vertical rotating shaft and a compact floating body for supporting the vertical rotating shaft, the floating body having a simpler inner structure, and also including a compact anchoring device, while reducing manufacturing cost.SOLUTION: The natural energy extraction apparatus includes: a first floating body that forms a swingable vertical rotating shaft; an anchored second floating body that surrounds the first floating body; and a power transmission device attached to the second floating body to convert the rotational kinetic energy of the first floating body to a drive torque for driven equipment. The natural energy extraction apparatus is installed on the water.",2012,F03B   7/00; F03D   3/00; F03D   3/02; F03D   9/008; F03D   9/25; F05B2240/93; Y02E  10/28; F03B  17/06; F03D   3/005; F03D  80/30; Y02E  10/223; F03D   9/11; F03D  13/22; F03D  15/00; F05B2260/904; Y02E  10/38; F03D  11/02; Y02P  70/523; F03D   9/00; Y02P  70/527; F03B  17/063; F03D  11/04; F05B2270/1011; Y02E  10/727; Y02E  10/74; F05B2240/95
404751632,FR20120003144,EOLIENNE OFFSHORE COMPORTANT UN SUPPORT FLOTTANT OPTIMISE,"La prÈsente invention concerne une Èolienne offshore sur support flottant (1). Le support flottant comporte en combinaison: - un flotteur principal (1) de forme sensiblement cylindrique, - une masse fixe (5) ‡ la base du flotteur, - au moins deux ÈlÈments circulaires (2, 3) de diamËtre supÈrieur au diamËtre du flotteur principal et espacÈs d'une distance L, - des caissons de ballastage (4) inclus dans le flotteur principal, et rÈpartis en couronne ‡ la pÈriphÈrie dudit flotteur.",2012,F03D  11/04; F05B2260/96; F03D  13/25; F05B2240/93; Y02E  10/727
404774599,CN201210543882,System for automatically draining water on side slope and method therefor,"The invention provides a system for automatically draining water on a slide slope and a method therefor. The system comprises an energy storing device, a triggering device and a drainage device, wherein the energy storing device comprises a water storage tank, an energy storage tank, a water outlet pipe, a water stopping plug and the like; the triggering device comprises a suspension cylinder, a rigid suspension cylinder rod, a guide cylinder, an elastic connecting rope, a guide rod, a floating ball, a rigid pressing rod and the like; and the drainage device comprises a water pumping pipe, a drainage pipe and the like. The system is placed at the upper portion of a converging hole of a step of the side slope, when a water level in the converging hole reaches a designed automatic drainage starting water level, the triggering device is started, the water stopping plug is opened, water stored in the energy storage tank flows into the drainage pipe, and when the drainage pipe is filled with the stored water and the water stopping plug is closed, a siphonage phenomenon appears in the system, and accumulated water in the converging hole is discharged to the lower portion of the side slope through the water pumping pipe and the drainage pipe. According to the system, the structure is simple, energy sources such as electric energy, solar energy and wind energy are not required, the system is provided with no precise component or quick-wear part, good adaptability for drainage of various side slopes in the wild is achieved, drainage construction is achieved, the management is simple, the cost is low, and the drainage effect is good.",2012,E02D   3/10; E02D  17/20
404774999,CN201210434533,Method and system for lowering offshore wind generating set load,"The invention provides a method and a system for lowering the offshore wind generating set load. The method comprises the following steps of: measuring a wind speed value; according to the wind speed value, determining a revolving speed set value; measuring the revolving speed value of a generator; according to the revolving speed set value and the revolving speed value of the generator, determining a revolving speed deviation; and according to the revolving speed deviation, determining a first variable pitch rate set value so as to bring convenience for a variable pitch execution system to reduce the variable pitch angle of a wind wheel to ensure that the revolving speed of the wind wheel of which the variable pitch angle is reduced is stabilized at a rate value determined by the first variable pitch rate set value. According to the invention, the load of an offshore wind generating set under the non-generating state can be lowered, and the service life of the offshore wind generating set is prolonged.",2012,Y02E  10/723; F03D   7/00
404780472,CN201180024292,Variable electrical generator,"A variable electrical generator (20) is operable to convert mechanical motion to electrical power. The generator (20) includes at least a stator element (60) and a rotor element (50) including coils (320) and magnets (90). The generator (20) includes a configuration of modules (80) including the coils (320) for generating wavelets (30) in response to the coils (320) interacting magnetically with the magnets (90), and a control arrangement (70) for combining the wavelets (30) for generating a composite synthesized power output (10) from the generator (20). A method of maintaining a variable generator (20) includes steps of: (a) determining operating status of modules (80) of the generator (20); (b) unplugging and replacing one or more defective modules (80) as identified in step (a).; The generator (20) is susceptible to being used in renewable energy system, for example in a tidal water turbine, in a wind turbine, in association with an oscillating wind vane, in association with an ocean float, in a hydroelectric turbine, in a steam turbine.",2011,H02K  21/14; H02P  25/22; H02P  27/16; Y10T  29/4973; H02K  11/33; H02K  21/12; H02K  21/22; F03D   9/255; H02P   9/48; H02P2101/15; H02K   1/18; H02K2213/12; H02K  21/24; F03D   9/25; H02P2101/10; Y02E  10/38; F03B  13/12; F05B2220/7064; H02P   9/02; Y02E  10/725
404791075,CN201220441596U,Electric energy transportation ship,"The utility model discloses an electric energy transportation ship which is provided with a cargo hold arranged in the middle of a ship body and a ballast tank arranged below the cargo hold, wherein the ballast tank is provided with a plurality of detachably connected electrolyte storage tanks for storing electrolyte of a plurality of fuel cells. The electrolyte storage tanks are horizontally arranged. A cell set is arranged in the cargo hold, and the electrolyte storage tanks are connected with the cell set in the cargo hold through an electrolyte pump. The electric energy transportation ship provided by the utility model can replace an offshore wind plant to implement a huge project of laying submarine cables. The electric energy transportation ship is not an electricity generation ship and cannot simply utilize an LNG (liquefied natural gas) ship or an existing chemical carrier, but is a ship with a brand new concept. According to the requirements of a user, the electrolyte can be unloaded, the electric energy in an energy storage tank can also be transferred to the ship, and the user can also acquire the required direct current or alternate currents with different frequencies from the ship.",2012,B63B  35/00
404791084,CN201220316740U,Extension-type damping device and draught fan base floating at sea,"The utility model provided an extension-type damping device used on a draught fan base floating at sea and a draught fan base floating at sea including the extension-type damping device. The extension-type damping device comprises a damping disc and an extension main beam connected on upper portion of the damping disc. A quality tuning damper structure is placed inside the extension main beam. The extension-type damping device and the draught fan base floating at sea can obviously reduce movement range of the whole floating-type draught fan, saves investment, is obvious in effect and capable of supporting normal operation of a draught fan set at sea.",2012,B63B  35/44; F03D  11/00
404794655,CN201220383136U,Offshore precast concrete caisson or cylinder-type wind power foundation stream guidance soil borrowing immersion device,The utility model relates to an offshore precast concrete caisson or a cylinder-type wind power foundation stream guidance soil borrowing immersion device which aims at reducing resistance of soil mass to a foundation structure and enables the foundation structure to sink more conveniently and rapidly. The offshore precast concrete caisson or the cylinder-type wind power foundation stream guidance soil borrowing immersion device is provided with a concrete foundation structure and is characterized in that a bottomless steel box body is arranged at the bottom of the concrete foundation structure. The width of the steel box body is larger than the wall thickness of the concrete foundation structure. A spring web is arranged at the bottom of the steel box body. High-pressure water pipes are arranged inside the steel box body along the horizontal direction of the steel box body. A plurality of sets of downward high-pressure water outlet holes are arranged on the high-pressure water pipes at intervals. The high-pressure water pipes are connected with a water inlet pipe which is embedded in the concrete foundation structure. The offshore precast concrete caisson or the cylinder-type wind power foundation stream guidance soil borrowing immersion device is suitable for submergence and embedment of the precast concrete foundation structure in a hydraulic structure and a marine structure.,2012,E02D  23/08
404794662,CN201220359844U,Multi-pile pipe guide frame type foundation for offshore wind turbine,"The utility model relates to a multi-pile pipe guide frame type foundation for an offshore wind turbine and aims to improve bearing performance and integral stability of a foundation structure so that the multi-pile guide frame type foundation can adapt to deeper sea (40m around). The multi-pile pipe guide frame type foundation for the offshore wind turbine comprises a middle stand column vertically disposed, and is characterized in that at least three oblique guide pipes identical in inclination degree are uniformly disposed around the axis of the middle stand column, end points of the guide pipes surround to form a regular polygon centering on the middle stand column, a transverse brace is in rigid connection between adjacent guide pipes, and a diagonal brace is in rigid connection between the middle stand column and the guide pipes. The multi-pile pipe guide frame type foundation for the offshore wind turbine is applicable to offshore wind power generation.",2012,E02D  27/52; E02D  27/42
404796700,CN201220255878U,Offshore wind generating set tower,"The utility model relates to an offshore wind generating set tower. The offshore wind generating set tower comprises an outer wall of a tower tube (1), a tower platform (21) which is arranged at the outer portion of the tower tube (1), a fence (3) which is upward arranged on the periphery of the tower platform (21), a ladder (41) which is arranged between the tower platform (21) and the outer wall of the tower tube (1), wherein the ladder (41) is painted by such anticorrosive coatings as an epoxy zinc rich primer layer (10), an epoxy micaceous iron oxide intermediate paint layer (20) and a fluorocarbon paint layer (30), an inner wall of a tower tube (1), a tower platform (22) which is arranged at the inner portion of the tower tube (1), a ladder (42) which is arranged between the tower platform (22) and the inner wall of the tower tube (1), wherein the ladder (42) is painted by such anticorrosive coatings as the epoxy zinc rich primer layer (10), the epoxy micaceous iron oxide intermediate paint layer (20) and a modified polyurethane paint layer (40) so that the offshore wind generating set tower is protected from corrosion for 30 years of service life under the marine environment.",2012,F03D  11/00
404796704,CN201220336276U,Marine wind turbine tower capable of being installed conveniently,"The utility model discloses a marine wind turbine tower capable of being installed conveniently. The marine wind turbine tower capable of being installed conveniently is characterized by comprising a tower, a host flange, a bottom plate and a support plate, the tower is fixed with the support plate through a positioning pin, the host flange is fixed to the top of the tower, the bottom plate is fixed to the bottom of the tower, the support plate is arranged on the bottom plate which is arranged at two sides of the tower, reinforcing plates are arranged at both sides of the support plate, a base plate is arranged in the middle of the supporting plate and at the bottom of the tower, a positioning plate is arranged on the periphery of the base plate, a limit bar is arranged at one side of the bottom of the tower and in the middle of the support plate, a stopping flapper is arranged between the limit bar and the tower, a positioning sleeve is arranged between the positioning pin and the tower, and a reinforcing base plate is arranged between the stopping flapper and the tower. The marine wind turbine tower capable of being installed conveniently has the advantages of being simple in structure, simple to operate in the installing process, convenient to disassemble and maintain, good in security, good in stability in the using process, small in resonance of a main body of the tower, and capable of greatly improving service life of wind power generation system.",2012,F03D  11/00
404796711,CN201220443040U,Novel marine anticorrosion wind-driven generator main engine,"The utility model relates to a novel marine anticorrosion wind-driven generator main engine. The novel marine anticorrosion wind-driven generator main engine comprises an engine room elbow, wherein a power generator, a power generator casing, a yaw motor, a speed change gear box, a main shaft bearing and a hub are arranged on the engine room elbow; and a pitch control bearing is arranged on the hub. The novel marine anticorrosion wind-driven generator main engine is technically and mainly characterized in that first anticorrosion layers arranged on the main shaft bearing and the pitch control bearing and comprise an epoxy zinc-rich primer layer, an epoxy micaceous iron intermediate paint layer and a fluorocarbon paint layer; second anticorrosion layers are arranged on the power generator and the yaw motor and comprise an epoxy zinc-rich primer layer, an epoxy micaceous iron thick-slurry paint layer and a modified epoxy zinc-rich primer layer; third anticorrosion layers are arranged on the engine room elbow, the speed change gear box, the hub and the power generator casing and comprise an epoxy zinc-rich primer layer, an epoxy micaceous iron thick-slurry paint layer and a fluorocarbon paint layer; and fourth anticorrosion layers are arranged on the engine room elbow and the hub and comprise an epoxy zinc-rich primer layer, the epoxy micaceous iron intermediate paint layer and a modified polyurethane paint layer. Different anticorrosion layers are arranged at different parts of the main engine, so that the anticorrosion property is improved.",2012,F03D  11/00; B32B  33/00
404814300,US201213592610,Free floating multiple stator arrangement generator for direct drive wind turbine and methods,"A generator for a wind turbine is provided. The generator includes a housing with a multi-piece stator arrangement mounted to the housing, the stator arrangement surrounding radially inward and radially outwardly directed faces of a rotor assembly, also surrounded by the housing. The rotor assembly is configured for direct attachment to a wind turbine main shaft so that rotation of the main shaft results in like rotation of the rotor assembly. The housing is mechanically coupled to the rotor by anti-friction elements such that the rotor is free to rotate about its central axis relative to the housing, and such that radial displacement of the rotor due to main shaft deflections results in a like radial displacement of the housing.",2012,F03D  80/80; H02K   7/18; H02K2213/09; Y02E  10/725; F03D  11/00; F03D  15/20; H02K   7/1838; F03D   9/25; F03D   9/00; H02K   5/26; H02K2201/03; F03D  80/70; H02K  21/12; H02P   9/04
404814305,US201113636575,Variable electrical generator,"A variable electrical generator (20) is operable to convert mechanical motion to electrical power. The generator (20) includes at least a stator element (60) and a rotor element (50) including coils (320) and magnets (90). The generator (20) includes a configuration of modules (80) including the coils (320) for generating wavelets (30) in response to the coils (320) interacting magnetically with the magnets (90), and a control arrangement (70) for combining the wavelets (30) for generating a composite synthesized power output (10) from the generator (20). A method of maintaining a variable generator (20) includes steps of: (a) determining operating status of modules (80) of the generator (20); (b) unplugging and replacing one or more defective modules (80) as identified in step (a). The generator (20) is susceptible to being used in renewable energy system, for example in a tidal water turbine, in a wind turbine, in association with an oscillating wind vane, in association with an ocean float, in a hydroelectric turbine, in a steam turbine.",2011,H02K   7/18; H02K  15/00; H02K  21/12; H02P   9/00; H02P   9/48; F03D   9/00; F03D   9/25; H02K   1/18; H02K  11/00; H02K  11/33; H02K  21/14; H02P   9/04; H02P2101/15; Y02E  10/725; F02B  63/04; H02K2213/12; H02P  27/16; Y10T  29/4973; H02K  21/22; H02P  25/22; F03G   7/08; H02K   7/20; H02K  21/24; H02P2101/10; F01D  15/10; F03B  13/12; H02K  17/44; F05B2220/7064; H02K  21/00; F03D   9/255; Y02E  10/38
404829465,MX20120003980,POLYAMIDE-SHEATHED STRUCTURAL STEEL TUBES FOR OFFSHORE STRUCTURES.,"The foundation structure of an offshore structure, for example of an offshore wind energy system, is composed of steel tubes sheathed by an extruded layer made of a polyamide moulding composition. This simultaneously ensures both good protection from corrosion and good protection from mechanical effects, giving the foundation structure markedly prolonged lifetime.",2012,E02D  27/42; E21B  15/02; E02D2300/0006; E02D  27/52; E02D2300/0026; B29C  48/32
404830485,CA20112806346,SUPPORT STRUCTURE FOR AN OFFSHORE WIND TURBINE,"A support structure (114, 116, 118) for mooring a vertically extending floating wind turbine (8) or the like body has a ring (114) of tether attachment points for connecting respective tethers (120) running down to the seabed, the ring being spaced from the body by a ring of inclined struts (118) running diagonally downwardly and inwardly from the plane of the attachment points.",2011,E02D  27/52; Y02E  10/727; F05B2240/93; F03D  11/04; B63B2035/446; F03D  13/22; E02D  27/42; B63B   5/14; B63B  21/502; E02D  27/425; B63B  35/44; F05B2240/95; F03D  13/25
404834469,EP20130001169,An off-shore wind turbine with a thermal conditioning system,"A thermal conditioning system for an off-shore wind turbine is provided. The thermal conditioning system comprises an insulating structure that reduces the thermal losses by convection of a treated air circulating through a duct inside the tower, from the base-level to the nacelle structure, for thermal conditioning purposes. The treated air is supplied by an air-treatment system located at the base level of the off-shore wind turbine. The insulating structure comprises insulating material of a greater thermal conductivity than the air and a plurality of voids arranged between insulating material so that air flow between said voids is prevented.",2013,F03D   9/41; F03D  13/25; F05B2260/64; Y02E  10/722; F03D  11/00; F03D  80/80; F03D  80/00; F05B2260/20; Y02E  10/726; F03D   9/37; F03D  80/60; F04D  29/5806; F05B2240/95; F04D  29/5833
404837728,KR20110061203,A SHIP FOR REPAIRING MARITIME STRUCTURE,"PURPOSE: A ship for repairing offshore structures is provided to quickly, accurately, and safely dock the ship to an offshore structure by manufacturing a stem part of a hull as a catamaran in order to insert to the offshore structure and by installing a docking device whereby a hull is fixed to the offshore structure inserted in the stem part. CONSTITUTION: A ship for repairing offshore structure comprises a hull(200) and a docking device(300). The hull has a U-shaped catamaran type stem part to insert an offshore structure to which an offshore wind power generator is installed. When the offshore structures are inserted in the stem part of the hull, the docking device is attached to the outer periphery of the offshore structures.",2011,B63B  35/00; B63B  21/00; B63B  27/10; B63B  35/44
404837787,KR20110061317,SEA WIND POWER GENERATOR AND CRANE FOR INSTALLING THE SAME AND METHOD INSTALLING USING THE SAME,"PURPOSE: An offshore wind turbine, a crane for installing the offshore wind turbine, and a method for installing the offshore wind turbine using the same are provided to reduce wind resistance as a flow separation layer is not formed. CONSTITUTION: An offshore wind turbine includes a tower(11), a nacelle(12), and a blade(13). The tower is extended to upper and lower directions, and installed on the mounting post(P) of the sea. The nacelle is installed on the upper end of the tower, and a power generator is installed the inside of the nacelle. The blade is rotationally installed at one side of the nacelle, and rotated by wind generating electricity. A recessed groove is dented on the outer surface of the tower in a diameter direction. A clamping unit for lifting or unloading the tower is fixed in the recessed groove.",2011,F05B2240/912; F05B2230/50; F03D  11/00; F05B2240/95; F03D  11/04; Y02E  10/727; Y02E  10/726
404838237,KR20127025329,PROPELLER BLADE,NULL,2011,F03D   1/06; F04D  29/181; F05B2240/30; F04D  29/324; F04D  29/384; F01D   5/141; Y02E  10/721; F03D  11/00; B63H   1/26; B64C  11/18
404838438,KR20110062286,BODY FLOATING STRUCTURE OF WIND GENERATOR,"PURPOSE: A body floating structure for a wind power generator is provided to improve the power generation efficiency of the power generator by reducing frictional force between a pillar and a body by being floating on a wind. CONSTITUTION: A body floating structure for a wind power generator comprises a pillar(100), a body(200), a rotary body(300), and a power generator. The pillar is installed on the ground. The body is rotationally connected to the upper part of the pillar in a horizontal direction. The rotary body is connected to the body, and is rotated by wind power. The power generator produces electricity with a rotary force from the rotary body. The body comprises a support unit(210), a floating wing(220), and a rudder(230). The support unit is rotationally connected to the pillar. The rotary body is connected to the body, and rotated by the wind power. The floating wing protrudes from the side of the support unit. The rudder is mounted on the floating wing or the support unit, and rotates the support unit in a wind direction.",2011,Y02E  10/721; F03D  80/70; F05B2240/50; F03D  11/00; F03D   1/06; F03D  80/00; Y02P  70/523
404841977,KR20110065733,Solar energy and Wind power generator system,"PURPOSE: A bio-energy power generation system using an anchor mooring, a fusion power system ship with solar power generation and a wind turbine generation are provided to produce electricity without constant power. CONSTITUTION: A ship(1) performs solar power generation and wind turbine power generation. A connection board(70) comprises a circuit breaker(701), a blocking diode(702), a relay(704), and a meter(703). An inverter(710) is connected to the connection board. A sensor box(90) comprises a pyreheliometer(901) and a temperature sensor(902). A monitoring system comprises a data record(721) and a computer(722). The meter(711) is connected to the inverter. [Reference numerals] (70) Control board; (710) Inverter; (90) Sensor box; (AA) Photovoltaic switching CB; (BB) Load input CB; (CC) Load",2011,Y02E  10/763; H02J   3/382; Y02B  10/30; Y02E  70/30; H02J   3/46; H02J  13/0013
404843302,KR20110067402,Jack-up Platform with Attaching And Detaching Spud Can and Attaching And Detaching Method of The Spud Can,"PURPOSE: A jack-up platform with a detachable spud can and a method for attaching and detaching the spud can to the jack-up platform are provided to improve work convenience and the durability of equipment for attaching and detaching. CONSTITUTION: A jack-up platform(100) with a detachable spud can comprise a support leg(110), a spud can(200), and a plurality of detaching/attaching devices. The support leg supports the jack-up platform, and comprises a hollow portion inside. The spud can accommodate the lower part of the support leg, and settles the support leg on a seafloor. The plurality of detaching/attaching devices attaches and detaches the spud can to the support leg.",2011,F03D  13/22; E02B2017/0082; E02D  27/52; F03D  11/04; E02B  17/04; F03D  13/25; E02B  17/0872; E02B2017/0091
404844437,KR20110062429,Solar energy and wind power system ship and the manufacturing method,"PURPOSE: A ship with a fusion power system of sunlight generation and wind turbine generation and a manufacturing method thereof are provided to properly use even in reservoirs and environmental protection areas because carbon dioxide or other harmful materials are not discharged by using new renewable energy and wind. CONSTITUTION: A ship with a fusion power system of sunlight generation and wind turbine generation comprises a catamaran ship(60), a sunlight generation cabin(10), a wind turbine generator(20), a sail(30), multiple power devices(50), and a control part(40). A deck is formed at the bottom of a hull(602) and an empty space is formed inside the hull. Multiple solar cell modules are formed on the top of the sunlight generation cabin in multiple directions. The wind turbine generator is installed on the top of the sunlight generation cabin. The sail comprises upper and lower masts, a flexible solar cell module, a hinge, a bracket, a chain, an outer bearing, and a hydraulic cylinder. The power devices are arranged in the stern of the catamaran and a motor(501) and a propeller(502) are coupled to the power devices. The control part comprises a charge controller, a storage battery, a motor controller, a PCS, a power outlet for the land system interconnection and an emergency generator.",2011,B63H  21/17; F03D   9/32; H02S  10/12; B63B   5/24; B63B   1/121; B63B2755/00; B63H   9/06; Y02E  10/50; Y02T  70/5254; Y02T  70/583; B63H2021/171; Y02T  70/5245; H01L  31/042; H02S  10/40; Y02E  10/70; Y02E  10/52
404885632,EP20130159219,"Tool for mounting rotor blades on a rotor hub, offshore construction device and method of assembling a wind generator","A tool for mounting rotor blades on a rotor hub, an offshore construction device and a method of assembling a wind generator is provided. The tool comprises a first part and a second part, wherein the first part is configured to be mounted on a base plane of a mounting device. The second part may be configured to receive a shaft flange of the rotor hub. The second part of the tool may be rotatable with respect to the first part.",2013,F03D   1/06; F03D  13/10; F03D   1/00; F03D   1/0658; F05B2230/60; F05B2230/6102; Y02E  10/727; F05B2230/61; F05B2240/95; Y02P  70/523; Y02E  10/721
404908715,CN201210500586,Installation equipment and installation method for impeller in offshore wind generating set,"The invention discloses installation equipment and an installation method for an impeller in an offshore wind generating set and relates to the technical field of wind-driven generators. The invention aims to solve the problem that the impeller in the offshore wind generating set is easy to overturn when being installed. The installation equipment comprises a cylindrical cylinder and supporting legs, wherein one end face of the cylindrical cylinder is welded on a deck of a ship; the edge of the other end face of the cylindrical cylinder is provided with a flange face; and the flange face is provided with holes used for installing a hub in the impeller. When the installation equipment is used for installing a double-vane impeller, at least one supporting leg is arranged; at least one first opening is arranged at the position on the wall of the cylindrical cylinder, which is adjacent to the deck; and the supporting legs are respectively and fixedly arranged in the first openings. When the installation equipment is used for installing a three-vane impeller or an impeller with more than three vanes, at least two supporting legs are arranged; at least two second openings are arranged at the position on the wall of the cylindrical cylinder, which is adjacent to the deck; and the supporting legs are respectively and fixedly arranged in the second openings.",2012,F03D  11/04
404914700,CN201180032619,Lifting device and method for positioning of an unwieldy object,"A lifting device configured to autonomously position a wind turbine blade in such a way that it can be mounted on a wind turbine tower. The lifting device (1) comprises a boom structure (2) and is furthermore provided with a positioning device (4) which is connected to the boom structure and can be displaced along the latter. The positioning device comprises a mounting structure (4f) for detachably mounting the wind turbine blade on the positioning device. The boom structure (2) and displacement structure (4a) of the positioning device (4) form an assembly for the approximate positioning of the mounting structure (4f) with respect to the wind turbine tower. The positioning device (4) furthermore comprises additional means (4d, 4e) for accurately positioning the wind turbine blade with respect to the wind turbine tower.",2011,B66C  13/08; B66C  23/56; E02D  27/42; F03D  13/10; E02D  27/425; F03D   1/00; B66C  23/185; Y02E  10/726; Y10T  29/49316; B66C   1/108; Y02E  10/727; Y02P  70/523; F05B2230/61; E02B  17/00; F05B2240/95
404922814,CN201220552729U,Wind energy floating extraction platform,"Provided is a wind energy floating extraction platform. The wind energy floating extraction platform can be used both at sea and at places far away from coasts and solves the problem that an ocean wind power plant is difficult to install in the position of 50 meters in depth in the prior art. With the wind energy floating extraction platform, when the depth larger than 50 meters in high seas occurs, wind energy can be utilized for power generation.",2012,B63B  35/44
404926979,CN201220268295U,Offshore wind turbine set tower cylinder with self-cooling function and wind turbine set,"The utility model provides an offshore wind turbine set tower cylinder with a self-cooling function and a wind turbine set. The tower cylinder comprises a cylinder body, wherein an electronics component is fixedly arranged in the cylinder body; an air feed pipe and a vent pipe are fixedly arranged outside the cylinder body; the air feed pipe consists of an air feed main pipe and a sea-water accommodating cavity as well as a first distribution air feed pipe and a second distribution air feed pipe, which are used for communicating the air feed main pipe to an accommodating cavity; an opening is formed at the end part of the sea-water accommodating cavity; the vent pipe is communicated with the accommodating cavity, and is provide with a first ventilating duct and a second ventilating duct; a first valve is arranged on the first distribution air feed pipe, and a second valve is arranged on the second distribution air feed pipe; a third valve is arranged at the first ventilating duct; and a fourth valve is arranged at the second ventilating duct. According to the utility model, waves are utilized to drive the circulation flow of air in the cylinder body so as to reduce the air temperature in the accommodating cavity and cool the electronics component in the cylinder body; and an external power supply can be omitted, so that the project cost of the offshore wind turbine set can be saved.",2012,F24F   7/00; F03D  11/00
404958656,CN201220351611U,Power generation boat,"The utility model provides a power generation boat which is capable of providing certain power for a long time stably and utilizes natural energy. The power generation boat is provided with a hull (10), an anchor device (20), a solar power generation device (30), a wind driven generation device (40), a wave power generation device (50) and a tide power generation device (60), wherein the hull is capable of moving freely on the sea, the anchor device (20) is arranged on the hull (10), the solar power generation device (30) is arranged on the outer side, above the water line, of the hull (10) and generates power by sunlight, the wind driven generation device (40) is arranged on the outer side, above the water line, of the hull (10) and generates power by the aid of wind, the wave power generation device (50) is arranged by spacing from the waterline of the hull and generates power by up and down movement of waves, and the tide power generation device (60) is arranged below the water line (L) of the hull (10) and generates power by tide. Besides, output sides of the solar power generation device (30), the wind driven generation device (40), the wave power generation device (50) and the tide power generation device (60) are connected with a power terminal (80) of the hull through a gate circuit G.",2012,F03B  13/26; F03D   9/00; Y02E  10/725; B63B  35/00; F03B  13/14; Y02E  10/38
404963414,US201213564700,Renewable energy extraction device,"Disclosed is a renewable energy extraction device and methods for producing renewable energy from flowing air or water. The renewable energy extraction device captures a relatively large amount of flowing water or atmospheric air and increases speed of the captured water or air by decreasing flow cross sectional area in the flow direction. An energy extraction component is used to extract energy of the high-speed water or air and convert it to rotational mechanical energy on a power shaft. A rotation direction control mechanism is used to make the power shaft always rotate in one direction, without coming to a stop, for ocean applications. The mechanical energy of the power shaft is transmitted to an electric generator, pump, compressor, or any other rotary equipment. After extraction of its energy, the captured air or water is released to its original source at a downstream location.",2012,F03B  13/264; F03D   9/00; Y02E  10/223; F05B2240/133; Y02E  10/226; F03B   7/00; F03B  11/02; F03B  13/26; F05B2260/4031; Y02E  10/28; F03B  13/00; H02P   9/04; F05B2210/16; F05B2260/421
404969265,CA20112807876,SYSTEM AND METHOD FOR GENERATING ELECTRICAL POWER FROM A FLOWING CURRENT OF FLUID,"A helical turbine is operatively connected to at least one generator system for generating electrical power. System performance is optimized by controlling the operative angle between the longitudinal axis of the turbine and the direction of the current flow and by controlling a pitch ratio of the turbine. A pair of turbines, arranged in V-shape, each at the operative angle from a neutral centerline, provides symmetry and counteracts reactive torque. For wind operations, the V- shape is freely rotatable into the wind. For bi-directional tidal operations, the V- shape is part of a buoyant structure, positioned in the current and anchored to the floor. The structure is fit with control surfaces to ensure the system orientation. In unidirectional currents, one or more turbines can be angled downwardly into the current at the operative angle, elevators ensuring the angle is maintained.",2011,F05B2210/16; F03B  13/10; E02B   9/08; F03B  13/264; F05B2250/25; F03B  13/22; Y02E  10/38; F03B  13/12; F03B  17/061; F05B2240/243; F03B  17/06; F05B2240/97; Y02E  10/28; F05B2240/40; Y02E  10/721
405012762,AU20110288878,System and method for generating electrical power from a flowing current of fluid,"A helical turbine is operatively connected to at least one generator system for generating electrical power. System performance is optimized by controlling the operative angle between the longitudinal axis of the turbine and the direction of the current flow and by controlling a pitch ratio of the turbine. A pair of turbines, arranged in V-shape, each at the operative angle from a neutral centerline, provides symmetry and counteracts reactive torque. For wind operations, the V- shape is freely rotatable into the wind. For bi-directional tidal operations, the V- shape is part of a buoyant structure, positioned in the current and anchored to the floor. The structure is fit with control surfaces to ensure the system orientation. In unidirectional currents, one or more turbines can be angled downwardly into the current at the operative angle, elevators ensuring the angle is maintained.",2011,F03B  13/12; Y02E  10/38; F03B  13/22; F05B2240/243; E02B   9/08; F05B2250/25; Y02E  10/721; F05B2240/40; F05B2240/97; Y02E  10/28; F03B  17/06; F03B  17/061; F05B2210/16; F03B  13/264; F03B  13/10
405042225,KR20110079533,Wind Turbine Installation Vessel and Lifting method of Wind Turbine Installation Vessel,"PURPOSE: A ship for installing a wind turbine and a lifting method thereof are provided to extend the fatigue life of jack-up devices by using balloons. CONSTITUTION: A ship for installing a wind turbine comprises a hull(100), jack-up devices(200), and levitation devices(300). The jack-up devices are installed in the hull and lifts up and down the hull. The levitation devices are installed in the hull and reduces the load of the hull transferred to the jack-up devices when the jack-up devices lift up the hull.",2011,F05B2230/50; Y02E  10/727; F03D  11/00; B63B  35/44; E02B  17/08; B63B  43/00; F05B2240/95
405042961,KR20110080732,Floating wind power generation unit,"PURPOSE: A floating wind power generator having a horizontal gimbal mount and a ballast is provided to minimize the wobble of a rotor and a rotary shaft even in a state of flux. CONSTITUTION: A floating wind power generator includes a supporting unit(110), a rotor(120), a floating unit, a freshwater tank(140) and a generator(150). The supporting unit is plate-shaped and has a fixed space in the lower part. The rotor is rotated by the wind and provides the generator with the rotatory power to be obtained electric energy. The rotor has a rotary shaft(121)combined perpendicularly to the supporting unit, and a part of the rotary shaft is combined to the generator. The floating unit is rotatably combined to the rotary shaft and has the accommodation space inside and the outer circumference surface connected with a ring-shaped gimbal ring. The freshwater tank is formed with an accommodation space to accommodate fluid inside and with fluid filled up inside for the floating unit to be floated.",2011,F03D  11/00; F03D  11/04; F03D  80/70; F05B2260/98; F03D   3/005; F05B2240/211; F03D   3/00; F05B2240/93; Y02E  10/74
405044318,KR20120073280,EXPERIMENTAL METHOD FOR TESTING VERTICAL REACTION RESONANCE PERIOD AND MOVEMENT PERFORMANCE OF MULTI SUPPORTERS LOCATED IN THE SEA WITH GRAVITY BASE OFFSHORE STRUCTURE,"PURPOSE: A method using a marine engineering aquarium for inspecting a vertical reaction resonance period and the movement performance of an underwater multi-supporter of a gravity-based marine structure is provided to obtain a safe and durable marine structure as designing the marine structure after inspecting the of an external force on the marine structure and the movement performance of the underwater multi-supporter in advance based on diverse marine information. CONSTITUTION: A method using a marine engineering aquarium for inspecting a vertical reaction resonance period and the movement performance of an underwater multi-supporter of a gravity-based marine structure is as follows. A marine structure model with a shape corresponding to a marine structure and reduced at a predetermined rate with respect to a real marine structure is manufactured. An external force caused by waves, tide, and wind generated in a real sea area, where the gravity-based marine structure is installed, is calculated. Sensors are installed in the lower part of the supporter and portions of the supporter above and below the water surface to that the vertical load which is actuated on the lower part of the supporter and the pressure of waves which is actuated on the supporter from on a water surface and above the water surface are measured. The marine structure model is seated in the marine engineering aquarium, and the external force is generated after installing a wind generator and a tide generator so that data measured by each sensor is obtained. [Reference numerals] (100) Wind power generator; (110) Gravity-fixed structure(fixed by own weight); (AA) Grasping tendency of slip and overturn due to an external force; (BB) Wind; (CC) Waves; (DD) Tide; (EE) Sand",2012,G01M   7/00; G01M  10/00
405046302,KR20120072365,DOUBLE FLOAT TYPE MARINE COLUMN STRUCTURE CONSTRUCTION APPARATUS AND MARINE COLUMN STRUCTURE TRANSPORT CONSTRUCTION METHOD USING THE SAME,"PURPOSE: A double float type marine column structure construction apparatus and a marine column structure transport construction method using the same are provided to quickly and stably install a marine column structure without expensive equipment. CONSTITUTION: A double float type marine column structure construction apparatus comprises a pair of floats(20), a support frame(30), and a column(10). The pair of floats are connected by connection beams(27) and the support frame is installed between the pair of floats. The bottom of the support frame is fixed on the floats. A lifting unit(40) is installed on the column in a state where the column is fastened between the floats. While the lifting unit lifts up and down, the bottom of the columns fastened on the lifting unit is lifted up and down between the floats. A pair of protrusions(45) are formed in the front side of the lifting unit so that the column can be fastened between the protrusions. Driving rails(35) are installed in the sides of the support frame and multiple driving rollers coupled to the driving rails inside the lifting unit. The support frame and the lifting unit are connected by a driving wire driven by a winding machine(31) so that the lifting unit can lift on the driving rails according to the operation of the winding machine.",2012,B63B   9/06; F05B2230/50; B63B  35/003; F05B2240/95; F03D  13/22; B63B  35/00; F03D  11/00
405046303,KR20120072415,RADIAL WIRE DRIVE TYPE MARINE COLUMN STRUCTURE CONSTRUCTION APPARATUS,PURPOSE: A radial connection-driven marine column structure construction apparatus is provided to quickly and stably install a marine column without expensive equipment. CONSTITUTION: A radial connection-driven marine column structure construction apparatus comprises a support frame(30) and a lifting unit. The lifting unit lifts upward and downward in the longitudinal direction of the support frame in a state where a marine column(10) is fastened to the front side of the support frame. A rotary plate is coupled to the front center part of the lifting unit. Protrusion portions(45) are formed in both ends of the rotary plate. Holding shafts(46) with a holding plate(47) are coupled to the front end of the protrusion portions to lift the lifting unit in a state where the marine column is compressed and fixed between the holding plates during the operations of a driving wire(72).,2012,F03D  11/04; Y02E  10/725; B63B  35/00; B63B  73/00; B63B   9/06; B63B  35/44; B63B2035/446
405047450,KR20110083022,OFFSHORE WIND TURBINE GENERATOR INSTALLATION SYSTEM AND SHIP HAVING THE SAME,"PURPOSE: A system for installing an offshore wind power generator and a ship with the same are provided to stably connect an offshore wind power generator on a platform by using a side thruster. CONSTITUTION: A system for installing an offshore wind power generator comprises a guide rack, a crane(20), and a tower moving and fixing device(100). The guide rack is formed outside a tower. The crane is installed on a ship to move the tower. The tower moving and fixing device is installed at one side of the ship. The tower moving and fixing device comprises a pinion and a fixing rack. The pinion interlocks with the guide rack so that the tower with the guide rack moves up and down. The fixing rack selectively interlocks with the guide rack to fix the height of the tower.",2011,F05B2240/90; Y02E  10/72; F03D  11/04; B63J   3/00; F03D   9/34; F03D  13/40; F03D   9/00; F03D  13/25
405047701,KR20120155810,POWER PLANT USING TIDAL CURRENT,"PURPOSE: Power generation apparatus using waves is provided to improve power generation efficiency by rotating a buoyant drum fast, as a plurality of thrust blades functions as a paddle while rotating within in a certain range. CONSTITUTION: Power generation apparatus using waves comprises a buoyant drum, a plurality of thrust blades(15), a floating power plant, and a guide. The buoyant drum rotates in the flow direction of waves by thrust plates(12). The thrust blades comprise a shaft(15a) and a vane(15b). One end of the shaft protrudes towards the upper part of the buoyant drum, and the other end protrudes towards the outside of the buoyant drum. The shaft penetrates the edge portion of the buoyant drum obliquely to vertical and radial directions. The vane is obliquely installed on the shaft. The floating power plant comprises a lower structure(21) and an upper structure(22). The lower structure is installed at the outside of the buoyant drum to protect the thrust blades and the buoyant drum. The upper structure supports the buoyant drum in a rotatable manner. The guide is installed in the lower structure to guide the waves towards the buoyant drum.",2012,F03B  13/22; Y02E  10/38; F05B2260/42; Y02E  10/28; F03B  17/06; F03D   9/008; F03B  11/006; F03B  17/02
405056628,EP20130161084,Method for current control,"The method involves detecting at an entry point of the submarine cables (8,10). The maximum permissible current for the submarine cables are determined in response to a given value of the temperature parameter in a reference point located in a given depth of a seabed. The injected current is less than the specified maximum allowable current. The thermal conductivity of the bottom of the sea and the thermal diffusion coefficient of the bottom of the sea is determined. An independent claim is included for an off-shore wind energy system.",2013,F05B2240/95; H02J   3/386; F03D   9/00; Y02E  10/723; F03D   7/0284; F03D   7/02; Y02E  10/763; H02J   3/38
405059468,KR20110053873,WIND POWER THRUSTING INSTALLATION OF THE VESSEL,"PURPOSE: A wind power thrust device for a ship is provided to reduce fuel cost by utilizing wind power as the auxiliary propulsion force of a ship. CONSTITUTION: A wind power thrust device(100) for a ship comprises a winding shaft, an opening and closing plate(30), guide rails(10), and a driving unit. The winding shaft is installed in parallel to a longitudinal support(3b). The opening and closing plate opens and closes a lower space of the longitudinal support according as it is wound on the winding shaft. Both sides of the opening and closing plate are respectively coupled to the guide rails. The guide rails guide the vertical movement of the opening and closing plate. The driving unit rotates the winding shaft to move the opening and closing plate.",2011,B63H   9/04; E06B   9/17; B63B  15/00
405060358,KR20110054459,CONSTRUCTION METHOD FOR OFFSHORE STRUCTURE,"PURPOSE: An offshore structure and a construction method thereof are provided to easily salvage the offshore structure to the land as a cross-section size is reduced by pre-stressing. CONSTITUTION: An offshore structure comprises more than three column members(100) and a plurality of horizontal members(200). The column members and horizontal members are formed by concrete materials, and tendons strain along the longitudinal direction of the horizontal member. The horizontal members are installed between the column members so that the column members are placed at predetermined intervals. The horizontal members are mounted on the column members.",2011,Y02P  70/523; E02D  27/52; F03D  11/04
405065506,KR20120062128,HORIZONTAL CYCLIC LOADING DEVICE BASED ON OFFSHORE WIND POWER SUBSTRUCTURE FOR MODEL EXPERIMENT BY USING CAM STRUCTURE,"PURPOSE: An offshore wind base repetitive horizontal loading device for testing a model using a cam structure is provided to respectively connect identical weight plumbs to both sides of a base by using wires, to rotate a cam with the weight plumbs connected to the cam, and to repeatedly apply equal horizontal loads to both sides of the base, thereby obtaining exact test data. CONSTITUTION: An offshore wind base repetitive horizontal loading device for testing a model using a cam structure comprises a sand tank(10), a frame(20), weight plumbs(30), a rotary motor(40), a first wire(50), a cam member(60), a fixed pulley(70), a second wire(80), and a movable pulley(90). Sand is loaded in the sand tank. The frame is joined to the top of the sand tank. The weight plumbs are respectively moved up and down in both sides of the frame. The rotary motor is installed on the top of the frame. One end of the first wire is connected to the plumb. The cam member alternately moves the plumbs up and down by the rotation of the rotary motor. The fixed pulley guides the first wire. The movable pulley guides the second wire.",2012,G01N2203/0039; E02D  33/00; G01N   3/32
405065692,KR20110071069,COMPLEX TYPE WIND POWER GENERATION PLANT FOR OCEAN,"PURPOSE: A hybrid offshore wind power generation system is provided to effectively maintaining a floating fish cage as the fish feed is supplied through a feed line from the hybrid offshore wind power generation system adjacent to the floating fish cage. CONSTITUTION: A hybrid offshore wind power generation system comprises an offshore structure(10), a wind power generator(20), a deck part(30), a center vertical structure(40), a water observation deck(50), and a fish cultivation unit(60) for viewing. The wind power generator is installed on the offshore structure. The center vertical structure is fixed to the bottom of the sea by being extended directly down from the center of the deck part. The center vertical structure comprises an elevator for cargos and passengers. The water observation deck is formed into a doughnut shape under the sea. The fish cultivation unit for viewing encloses the water observation deck so that the passengers can watch fishes. The fish cultivation unit for viewing comprises a first net member(61) for cultivation and a frame(62). The upper and lower parts of the first net member are fixed to the under water part of the offshore structure, to accommodate the fishes. The frame is formed into the shape of a closed fish way in the middle of the first net member.",2011,A01K  61/10; F03D  11/04; H02S  10/12; H02S  10/00; A01K  61/80; F03D  13/20
405066233,KR20120075627,ALL-DIRECTIONAL TUNED LIQUID DAMPER AND FLOATING-TYPE OFFSHORE WIND POWER GENERATION SYSTEM WITH ALL DIRECTIONAL TUNED LIQUID DAMPER,"PURPOSE: An omni-directional tuned liquid damper and a floating-type offshore wind power generation system with the same are provided to improve vibration damping efficiency, structural stability, and generation efficiency by damping vibration and shaking of all directions. CONSTITUTION: An omni-directional tuned liquid damper comprises an outer wall(10) formed in a circular shape, an inner wall(20) formed in a circular shape, a bottom component(30) formed in a ring shape and connecting the inner and outer walls at the bottom, and a cover formed in a ring shape and connecting the inner and outer walls at the top to close a space(40), which is formed between the inner and outer walls to accommodate liquid and reduce vibrations by sloshing effect of the liquid.",2012,F16F  15/02; F03D   7/0296; F03D  11/04; F16F  15/023
405066709,KR20120046467,FOLOATING-TYPE WIND POWER GENERATOR WITH BLOCK-TYPE SUBSTRUCTURE FOR DEEP SEA,"PURPOSE: A floating wind power generator for deep sea with a block-type floating body is provided to effectively adjust the level of a floating unit according to a seawater level, and to rapidly replace the floating unit. CONSTITUTION: A floating wind power generator for deep sea comprises a blade, a nacelle, a tower, a floating unit, and a mooring line. The blade is installed in the nacelle. The nacelle is vertically installed in the tower. The floating unit is installed at the lower part of the tower, and hollow cylindrical blocks(100) are vertically connected so that the floating unit is formed. The tower floats on the sea by the floating unit. The mooring line fixes the floating unit to the sea bed. Flange parts(130) are formed at the upper and lower parts of the cylindrical block, and protrude in an outer peripheral direction. The flange part is connected to an insertion groove of a joining ring(150), and the cylindrical blocks are vertically coupled.",2012,B63B  35/00; B63B  35/44; E02D  27/52; F05B2240/93; B63B2035/446; F03D  11/00; F05B2240/97; Y02E  10/727; F05B2240/95; B63B2035/442; F03D  11/04; F03D  13/20; F03D  13/25; F05B2230/50
405066890,KR20110065433,A AERIAL WIND POWER GENERATING SYSTEM HAVING AN ELECTRIC GENERATOR ON THE GROUND,"PURPOSE: An aerial wind power generation system with a ground power generator is provided to reduce floating gas for staying a power generator in the air as rotary force is delivered to the ground from the air by power generation cables. CONSTITUTION: An aerial wind power generation system comprises an aerial rotary structure(100), a ground power generating element(200), and power generation cables(310,320). The aerial rotary structure comprises a flying body(110), rotary shaft units, and rotary transfer pulleys(151). The flying body is filled with floating gas. The vanes of the flying body rotate around a horizontal center axis to wind. The rotary shaft units are fixed to the flying body, and projected to both sides along the center axis. The rotary transfer pulleys are installed around the center axis, and rotate with the rotary shaft units. The ground power generating element comprises a support(210), power generators, and power generating pulleys. The power generators are fixed to the support. The power generating pulleys are connected to the power generators, and deliver rotary force to the power generators. The power generation cables connect the rotary transfer pulleys to the power generating pulleys, and deliver the rotary force of the rotary transfer pulleys to the power generating pulleys.",2011,F03D   3/00; F03D  15/00; F03D   5/06; F03D  11/04; F03D  13/20; F03D  80/70; Y02E  10/70; F03D   7/06; F03D   5/00; F03D   9/30; Y02E  10/74
405066895,KR20110093839,OCEAN POWER GENERATOR SYSTEM HAVING THE STRUCTURE FOR CONNECTING POWER LINE TO POWER STORAGE SHIP,PURPOSE: An ocean power generator system having the structure for connecting power line to power storage ship is provided to protect a transmission cable and a transmission cable draw line. CONSTITUTION: A wave power or wind power generator(10) is installed at a sea side. A transmission cable(30) transmits electricity generated by wave or wind power. A transmission cable winding device(20) is connected to the transmission cable. One end of the transmission cable is electrically connected to the wave power or the wind power generator. The transmission cable draw line(50) is separated from the wave power or wind power generator and transfers the other end of the transmission cable.,2011,B63B  35/44; H02G  11/02; H02G   9/02; B63B2035/4433; F03D   1/04; H02G   9/12
405074519,US201213684723,Platform for generating electricity from flowing fluid using generally prolate turbine,"A platform-like device for generating electricity from moving fluids has two has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additional support a wind turbine.",2012,F03B  13/12; F03B  17/061; F05B2220/32; F05B2250/25; H02K   7/1008; B63B   1/121; F03D  13/20; F03D  13/25; H02K   7/1807; H02K   7/1823; Y02E  10/28; F03B  13/10; F03D   9/255; H02J   7/34; B63B2035/446; B63B2035/4466; F03B   3/12; F03B  13/00; F05B2220/706; Y02E  10/725; F03B  13/14; F03B  13/22; F03D   9/11; H02J   3/32; H02K   7/1004; Y02E  10/38; Y02E  10/727; F03D   9/008; F03D   9/25; F05B2240/93; H02K  11/046; F01D   5/023; F05B2240/243; F05B2240/932; H02K   7/183; B63B  35/44; H02K   7/18
405172974,CN201220502314U,Wind energy water buoyant apparatus,"The utility model discloses a wind energy water buoyant apparatus. A hollow box body structure is adopted; the wind energy water buoyant apparatus is manufactured by welding corrosion-resistant materials; a wind power generator is fixedly mounted on the top surface of a box body and connected to an intelligent charging and discharging controller through a cable; and the intelligent charging and discharging controller is connected to an energy storage battery and a power inverter respectively through the cables. As transparent windows are mounted on the side wall of the box body and a sealable box door capable of enabling people to get in and out is also mounted, the wind energy water buoyant apparatus can float on water to provide a temporary place for people who lose houses when a flood disaster occurs. The wind energy water buoyant apparatus has the advantages of easiness in manufacturing and convenience for use.",2012,Y02E  10/72; F03D   9/02; B63C   9/06; Y02B  10/30; Y02P  70/523
405177922,CN201220426108U,Intertidal zone large-capacity wind generating set hoisting system,"The utility model discloses an intertidal zone large-capacity wind generating set hoisting system. The hoisting system comprises a large gabbart, a fan base, a tower barrel, a cabin and an impeller. The large gabbart is abutted against the fan base, the tower barrel is arranged on the fan base, the upper end of the tower barrel is provided with the cabin, and the impeller is arranged on the cabin. The large gabbart further comprises a deck, and a crane is arranged on the deck. The intertidal zone large-capacity wind generating set hoisting system safely and effectively solves the difficult problem that a large-capacity wind generating set is installed in an intertidal zone, enables intertidal zone large-capacity wind generating set hoisting to be changed from being impossible to being possible, and greatly improves offshore investment benefits.",2012,F03D  11/04
405196862,CN201210030258,Prestressed concrete floating platform for supporting offshore wind turbine and ocean power generator,"The invention discloses a concrete semi-submersible floating platform for supporting an offshore wind turbine and an ocean power generator and a construction and installation method for the floating platform. The floating platform comprises at least three hollow cylinder concrete floats. All the floats are connected through a transverse frame structure so as to form a structure of which the plane is triangular or quadrilateral or polygonal. The floating platform is made of prestressed concrete and/or prestressed lightweight concrete and/or prestressed fiber concrete. Every platform is provided with a horizontal axis wind turbine and/or at least one horizontal axis wind turbine and an optionally arranged solar power and/or wave power generator. Compared with a steel floating platform, the prestressed lightweight concrete floating platform is greatly reduced in construction cost and is low in structural center of gravity and higher in structural stability. A platform construction method is similar to a mature segmental precast erection prestressed concrete bridge segmental construction method, and the construction is feasible. The concrete semi-submersible floating platform disclosed by the invention is applied to offshore wind power and ocean green energy resources which is 25 meters to 100 meters or deeper in water depth and is huge in potential economic benefit.",2012,B63B2035/446; E02D  27/525; B63B  21/502; B63B2001/128; E02B2017/0073; F05B2240/95; E02B2017/0043; E02D  27/425; F03D  11/00; Y02B  10/30; F03D  13/25; B63B   1/107; E02B  17/00; E02B  17/0008; E02D  27/20; F03D  13/22; Y02E  10/727; B63B  35/44; B63B2021/505; E02B2017/0091; F05B2240/93
405205586,CN201210489034,Hoisting control method and system for offshore wind turbine,"The invention discloses a hoisting control method for an offshore wind turbine. The hoisting control method comprises the following steps of: (1) establishing a three-dimensional model and an environment model of a component to be installed of the wind turbine, and calculating the simulation hoisting trace of the component of the wind turbine according to the three-dimensional model and the environment model of the component of the wind turbine; (2) marking a positioning point on the component to be installed of the wind turbine; and (3) hoisting the component to be installed of the wind turbine, acquiring the position information of the component of the wind turbine according to the positioning point, and carrying out comparison between the position information and the simulation hoisting trace in order to correct the actual hoisting trace of the component of the wind turbine until the component of the wind turbine is installed. The invention also discloses a hoisting control system for the offshore wind turbine. By adopting the hoisting control method and the hoisting control system for the offshore wind turbine, the hoisting route of the offshore wind turbine can be optimized, operators can accurately master the hoisting point position and the spatial form of the component of the wind turbine, the completeness of the component of the wind turbine can be ensured, and the accuracy in hoisting of the wind turbine can be improved as well as the installation efficiency of the wind turbine.",2012,F03D  11/04; B66C  13/18; G05B  17/02
405209600,CN201210550112,Charging device and charging method of backup power source of wind turbine generating set variable pitch system,"The invention discloses a charging device of a backup power source of a wind turbine generating set variable pitch system. The charging device comprises a lead-acid storage battery, a charging circuit, an electro magnetic interference (EMI) filter, an auxiliary power source, a current collecting device, a voltage collecting device, a temperature collecting device, a pulse width modulation (PWM) drive circuit and a mixed signal processor (MSP) 430 chip, wherein the current collecting device, the voltage collecting device and the temperature collecting device transmit collected signals to the MSP430 chip, the MSP430 chip transmits the signals to the PMW drive circuit, the PWM drive circuit transmits the signals to the charging circuit, the EMI filter transmits signals to the charging circuit and the auxiliary power source, and the auxiliary power source transmits the signals to the MSP430 chip. The invention further discloses a charging method of the backup power source of the wind turbine generating set variable pitch system. The charging method includes that a variable voltage and variable current wave type plus-minus zero pulse current is used, pulse current amplitude and frequency of a PWM signal are both fixed, a PWM duty ratio is adjustable, and the backup power source can be charged with more power in a short time. Accordingly, internal resistance increasing caused by long-term floating charge is prevented, and the charging device and the charging method can protect battery pole plates, and improve charging receptivity of a storage battery.",2012,H02J   7/00
405219429,CN201220513282U,Sea scenery wave energy generating ship,"The utility model relates to a sea scenery wave energy generating ship, and belongs to power generating equipment. The sea scenery wave energy generating ship mainly comprises a ship body which conducts a floating function, a plate-sway-type mechanical transmission generator, a photovoltaic beam supported on the upper surface of the ship body, a photovoltaic cell array installed on the photovoltaic beam, and a wind turbine erected on the upper surface of the tail portion of the ship body. Generated electricity is transmitted to power units on land, on the sea or on islands through transmission cables on the bottom of the ship body. The sea scenery wave energy generating ship has the advantages of fully utilizing wind energy, light energy and wave energy on the sea, improving utilization rate of clean energy on the sea and reducing consumption of primary energy.",2012,Y02E  10/72; F03B  13/14; B63B  35/00; Y02E  10/38; F03D   9/00
405222723,CN201220494795U,Connection structure for tower and jacket base of offshore wind turbine,"The utility model discloses a connection structure for a tower and a jacket base of an offshore wind turbine. The connection structure for the tower and the jacket base of the offshore wind turbine mainly comprises a center foundation bed member, slant supporting plates and toggle plates. In a Ger-type connection structure, side-surface supporting plates are further included. Arc surface plates or taper-shaped plates are adopted in the circumferential direction of a center foundation bed tube which is connected with the tower, and the arc surface plates and the taper-shaped plates serve as the slant supporting plates. The toggle plates which are connected with the center foundation bed tube are arranged on the junction of the adjacent slant supporting plates. The connection structure for the tower and the jacket base of the offshore wind turbine has the advantages of being reliable in connection and good in anti-fatigue performance.",2012,F03D  11/04
405243760,US201113272328,Hybrid intelligent control method and system for power generating apparatuses,"A present invention relates to a novel hybrid intelligent control system and method for power generating apparatuses, in which the control system comprises: a fuzzy sliding mode speed controller, embedded with a fuzzy inference mechanism so as to be used for controlling the speed of a power generating apparatus; and a radial basis function network (RBFN) pitch controller, being embedded with an on-line training RBFN so as to be used for controlling the pitch angle of a turbine coupled to the power generating apparatus. In a variable-speed energy conversion system using the aforesaid control system, the turbine can be driven to operate at its maximum efficiency by adjusting its blade pitch angle in response to the variation of the input flowing into the turbine, while allowing the shaft speed of the power generating apparatus to be controlled by a fuzzy interference mechanism so as to achieve its maximum power output.",2011,G06N   5/04; Y02B  10/30; Y02E  10/725; Y04S  10/545; B63H   3/10; G06F   1/26; F03D   7/046; G06N   5/048; F03D   7/02; F03D   7/0224; Y02E  40/76; F05B2270/709; F03D   7/04; F05B2270/707; Y02E  10/723
405250058,AU20110307591,Device for boat propulsion or energy production,"Propulsion device for boats or device or energy production comprising: a first track (6a) a second track (6b); driving wheels (3a-d) each having a peripheral surface (4) comprising a friction device (5) rotatably arranged in at least one frame (2), wherein the first track (6a) is arranged in contact with the friction devices (5) at a first set of driving wheels (3a, b), the second track (6b) is arranged in contact with the friction devices (5) at a second set of driving wheels (3c, d), such that the tracks move with the same speed as the peripheral surface of the rotatable driving wheels where the track is in contact with the friction devices when the driving wheels rotate; a plurality of shovel rollers (7a-d) each comprising a first (8a) and a second end (8b) and between the ends a device (9) with an outer periphery, wherein the first ends (8a) of the shovel rollers are arranged in the first track (6a) and the second ends (8b) of the shovel rollers are arranged in the second track (6b) such that the shovel rollers move with the tracks in relation to the structure when the driving wheels rotate, wherein the device further comprises a flat continuous carpet-like device (10) with side-ends (11) which is arranged between the first and second sets of driving wheels and abutting the outer periphery of the shovel rollers (7a-d); that the carpet-like device forms a shovel surface (13) between two of the shovel rollers (7a-d), and that the formed shovel moves in relation to the frame when the shovel rollers (7a-d) move in relation to the frame.",2011,B63H   5/03; F03B  17/06; F03D   5/02; Y02E  10/28; B63H   1/04; F03B  13/18; F03B  17/066; F03D   5/00; F03B   9/00; F03B  17/068; Y02B  10/30; B63H   5/02
405262010,EP20130162119,Off shore foundation of a wind motor.,"The foundation (2) has a platform (4) carrying a support (13) for a wind turbine tower in its central region. A set of leg guides is present in a peripheral region of the foundation. Each of a set of legs (5) is moved between a raised position for transport and lowered positions for resting on a seabed (6), where each leg is freely sliding in the respective guide. The leg is locked in place in the guide by a ring made of a concrete material cast in an annular space located between the leg and the guide. An independent claim is also included for a method for installing an offshore wind turbine.",2013,Y02E  10/72; E02B  17/021; E02D  27/42; F05B2240/95; E02D  27/425; F03D  13/22; Y02E  10/727
405311807,JP20110183278,STEEL-MADE MARINE STRUCTURE,"PROBLEM TO BE SOLVED: To provide a steel-made marine structure capable of reducing coating cost and having superior corrosion resistance.SOLUTION: The marine structure comprises a steel material having a coating with a predetermined coating film thickness at a height-direction region in which the amount of flying sea-salt particles exceeds a predetermined limit value. Alternatively, the marine structure comprises an uncoated steel material having a surface on which a rust stabilization supplementary treatment agent has been applied at a height-direction region in which the amount of the flying sea-salt particles is equal to or less than a predetermined limit value. The uncoated steel material is a steel material that contains, in mass%, C: less than 0.08%, Si: ?0.75%, Mn: ?2.0%, P: ?0.030%, S: ?0.030%, Al: 0.01 to 0.05%, and N: ?0.010% further contains W: 0.50 to 1.0%, Nb: 0.010 to 0.200%, and Cr: 0.01 to 0.10%; and further contains one or two elements selected from Cu: 0.05 to 0.50% and Ni: 0.01 to 0.50%. An ocean wind power generation tower is suitable as the marine structure.",2011,B63B  35/44; B63B  35/00; B63B  59/04; C22C  38/56; Y02E  10/722; C22C  38/00; C22C  38/60; F03D  80/00
405323629,FR20120003646,"Device for destroying cancerous tumor and recurrent bacteria by injecting e.g. cryogenic liquid, in extensible envelope into diseased area, has threaded duct for supply of fluid, and tube sliding around another tube according to travel","The device has a threaded duct (5) for supply of fluid, and a tube (1) sliding around another tube (2) according to a travel until a cutting tapered part of the former tube is protected by an end of the former tube. The former tube contains an inflatable balloon (3) assuring extensible cavity function. The balloon is inflated by injection of fluid by an end of a threaded pipe after the balloon is penetrated into a tumor (8). Quantity of liquid is injected into the balloon according to size of the tumor.",2012,A61B2018/0022; F03D  13/25; F05B2240/93; A61M2202/03; A61B  18/02; A61B2018/0293; A61M   5/2429; Y02E  10/727; A61B2018/0262; A61M   5/347
405335603,CN201210367100,Method and device for driving a multiplicity of piles into a seabed,"The invention relates to a method and a device for driving a multiplicity of piles into a seabed. A multiplicity of piles (1-1, 1-2, 1-3, 1-4) are arranged in frame elements 2-(1, 2-2, 2-3, 2-4) in an axially displaceable manner. Hammers (3-1; 3-2; 3-3; 3-4) are positioned on the piles (1-1, 1-2, 1-3, 1-4). The entire construction is set down on the seabed. After driving of the piles (1-1 to 1-4) into the seabed, the hammers (3-1; 3-2; 3-3; 3-4) are permanently connected to the frame elements, and are together lifted to the surface of the water and to the seaborne vessel by a crane (13).",2012,E02D   7/06; Y02E  10/727; F05B2240/95; E02B  17/02; F03D  13/22; E02D   7/02
405341913,CN201180037670,Variable-pitch propeller or repeller,"In the case of a variable-pitch propeller (7) or repeller (53) according to the invention, the pitch-adjusting device (10) is arranged in the hub (9) and formed in such a way that it allows only a numerically limited number of different blade pitches, preferably just two blade pitches, for which purpose the pitch-adjusting device (10) comprises an electrical drive device (20), for moving the blades (11) from a first blade pitch to a second of the numerically limited number of blade pitches, and an electrically actuable locking device (40), for locking the blades (11) in the numerically limited number of different blade pitches.",2011,F01D   7/00; Y02E  10/721; F05B2260/79; F05B2210/16; F03D   7/04; B63H   3/06; Y02E  10/723; F03D   7/0224
405350453,CN201220546391U,Whole transportation and installation device of offshore wind turbines,"The utility model aims at disclosing a whole transportation and installation device of offshore wind turbines. The whole transportation and installation device comprises a transportation and installation ship body, wherein a longitudinal trolley track is paved on a main deck of the transportation and installation ship body and is provided with a fixed trolley for fixing the offshore wind turbines; a truss type storage rack is arranged along the outer side of the trolley track; supporting beams for being connected with the upper ends of the wind turbines are arranged on the truss type storage rack; and the tail part of the transportation and installation ship body is provided with a full-rotation crane for hoisting the wind turbine. Compared with the prior art, the whole transportation and installation device disclosed by the utility model has the advantages that four wind turbines can be transported each time, the quantity of the loaded wind turbines is more, the use is flexible, and the transportation cost and the management cost are reduced; a steering oar is used for maneuvering, and a steel-pile positioning unit is adopted for fast positioning, so that the ship moving and positioning time is shortened and the operating efficiency is improved; and the wind turbines are installed by utilizing the full-rotation crane, and larger safety distance is left between the ship body and an installation base, so that the operating efficiency is improved and the purpose of the utility model is realized.",2012,Y02E  10/727; B66C  23/52; B63B  35/00
405351567,CN201220466085U,Five megawatt intertidal zone wind generating set foundation,"The utility model relates to a five megawatt intertidal zone wind generating set foundation which comprises a main barrel body, upper tilted support rods, lower tilted support rods and a plurality of steel pipe piles evenly distributed along a periphery, and a pipe casing is sleeved on each steel pipe pile. The five megawatt intertidal zone wind generating set foundation is characterized in that the main barrel body comprises a connection section, a middle section and a fixed section, each pipe casing is connected with the connection section of the main barrel body through the upper tilted support rods, each pipe casing is connected with the fixed section of the main barrel body through the lower tilted support rods, and the middle section of the main barrel body is of a reversed circular truncated cone structure. Compared with the base of a traditional wind generating set, the middle section of the main barrel body of the five megawatt intertidal zone wind generating set foundation adopts the reversed circular cone structure, the stability and the firmness of a base are enhanced, and five steel pipe piles are adopted, a central steel pipe pile is removed, manufacture cost is saved, and construction difficulty is reduced.",2012,E02D  27/42; E02D  27/12; E02D  27/52
405351569,CN201220466100U,Wind generating set foundation with five piles,"The utility model relates to a wind generating set foundation with five piles. The wind generating set foundation with the five piles comprises a main barrel body, upper tilted support rods, lower tilted support rods and a plurality of steel pipe piles evenly distributed along a periphery, a pipe casing is sleeved on each steel pipe pile, each pipe casing is connected with the bottom portion of the main barrel body through the lower tilted support rods, and each pipe casing is connected with the top portion of the main barrel body through the upper tilted support rods. The wind generating set foundation with the five piles is characterized in that the number of the steel pipe piles is five, compared with a traditional foundation with seven steel pipe piles, the wind generating set foundation with the five piles removes two steel pipe piles, especially a central steel pipe pile is remove, manufacture cost is saved, and construction difficulty is reduced.",2012,E02D  27/42; E02D  27/52; E02D  27/44
405352810,CN201220466096U,Tower tube for offshore wind power generating unit,"The utility model relates to a tower tube for an offshore wind power generating unit. The tower tube for the offshore wind power generating unit is characterized by being formed by superposition of multiple sections of truncated cone-shaped tower tube bodies. Each section of truncated cone-shaped tower tube body is composed of multiple layers of truncated cone-shaped tube bodies. Two adjacent truncated cone-shaped tube bodies are fixed in a welding mode. The thickness of the wall of each tower tube body shrinks gradually from bottom to top. The tower tube for the offshore wind power generating unit has the advantages of being good in stability and firmness, low in manufacturing cost and low in construction difficulty.",2012,Y02P  70/523; F03D  11/00
405353424,CN201220546008U,Offshore wind power generation yaw reducer,"The utility model relates to an offshore wind power generation yaw reducer which comprises a motor and a machine shell which is connected with a motor seat below the motor. The offshore wind power generation yaw reducer is characterized in that five levels of planet gear groups are arranged in the machine shell and sequentially linked and arranged along the axle wire of a main shaft of the motor, wherein a fifth planet carrier of a fifth planet gear group is in transmission with an output shaft, and the output shaft and an open-type gear below the output shaft are an integral structure. The offshore wind power generation yaw reducer has the technical advantages of being compact and stable in structure, large in torsion, high in transmission efficiency, low in cost, and suitable for sea wind power generation, and the like.",2012,Y02E  10/722; F03D  11/02; F16H  57/023; F16H   1/46; F16H  57/08
405392713,EP20130382123,FLOATING OFFSHORE STRUCTURES,"Methods for controlling tension in mooring lines of a floating offshore structure having a buoyancy structure including one or more water tanks and the buoyancy structure providing excess buoyancy are provided. The methods comprise varying the mass and/or the centre of gravity of the floating offshore structure by varying the quantity of water in one or more of the water tanks. Also, floating offshore structures are disclosed, the structures comprising a buoyancy structure having one or more floater tanks providing excess buoyancy, and a plurality of tensioned mooring lines, and further comprising a control system for increasing and decreasing a quantity of water in one or more of the floater tanks. Also, possible uses of floating offshore structures are provided wherein under standard operating conditions, the floater tanks are at least partially filled with water.",2013,B63B  22/20; F03D  13/22; B63B  21/502; B63B2035/446; E02B2017/0091; F05B2240/95; F03D  13/25; B63B  21/50; Y02E  10/727; B63B  35/44; F05B2240/93; F03D  11/04
405532299,CA20112755167,VARIABLE FOIL MACHINE,"The Variable Foil Machine harnesses fluid flow energy and propels fluids. A flexible foil (120) with reversible camber is secured to leading draft member (150) on leading support (122) and to trailing draft member (130). The trailing draft member (130) is secured to trailing guide (132), movable on trailing support (136). Apparatus can be installed on the ground or a craft via pivoting carrier (138), for alignment with fluid flow. In one embodiment, trailing draft member (130) reciprocates between support members 136l and 136r, upon oscillation of the foil (120). In other embodiments, a reciprocation amplitude offset between leading draft member (150) and trailing draft member (130) promotes cyclic translation of the foil (120) and linkage thereto. An energy converter (142) may be cooperatively coupled to produce energy or perform work. Integration of foil oscillations into rotary movement via a crank arm (48) is also embodied.",2011,F05B2240/931; F03B  13/22; Y02E  10/38; F05B2210/16; B63H  13/00; F03D   5/06; F05B2220/25; F05B2240/94; Y02T  70/58; B63H   1/36; B63H   7/00; Y02E  10/70; Y02E  10/725; Y02T  70/5254; F03B  13/12; F03D   9/00; B63H   9/04; F01D  23/00
405532852,CA20112810764,MAGNUS ROTOR WITH BALANCING WEIGHTS AND METHOD FOR BALANCING A BODY OF REVOLUTION,"The invention relates to a Magnus rotor comprising a cylindrical body of revolution for converting wind power into a feed force using the Magnus effect. The Magnus rotor comprises: a rotational shaft about which the body of revolution rotates; a support member on which the body of revolution is mounted; and a body of revolution which has means for the reinforcement thereof. The body of revolution is primed in at least two planes arranged at a mutual spacing in the axial direction perpendicular to the rotational shaft of the body of revolution in order to accommodate balancing weights. The invention further relates to a method for balancing a body of revolution according to the invention, said body being rotated by means of a drive motor inside the Magnus rotor, imbalances of a body of revolution of the Magnus rotor in at least two axially offset planes perpendicular to the rotational shaft of the body of revolution being detected, and corresponding balancing weights being attached to reinforcing means in the respective planes.",2011,F03D   3/005; B63H   9/02; F03D   3/067; Y02T  70/58; F03D   7/0296; F03D  13/35; Y10T  29/49316
405547021,CN201310030307,Vertical uplift bearing capacity test pile structure of casing type cast-in-place concrete pile for fan foundations,"The invention relates to a vertical uplift bearing capacity test pile structure of a casing type cast-in-place concrete pile for fan foundations, which is characterized in that a casing type cast-in-place concrete pile arranged in the circle center of an inner circle with a first radius is used as a vertical uplift bearing capacity test pile of a foundation; two cast-in-place concrete piles at the first radius position are used as vertical uplift bearing capacity anchor piles; the two anchor piles and one test pile constitute a lever, the middle part of the lever is connected with the uplift bearing capacity test pile, the two ends of the lever are connected with the two anchor piles through a jack, an electric high-pressure oil pump supplies power to the jack, a load is loaded to the test pile arranged at the central point by the jack to carry out a vertical uplift bearing capacity test, a load value and a test pile displacement value are obtained through a pressure sensor and a displacement sensor, the load value and displacement value of the test pile are recorded and displayed by a computer so as to determine the structure of a fan foundation of a wind power plant. The construction manufacturability of the vertical uplift bearing capacity test pile structure is good, the foundation safety of a soft foundation is high, and the cost is reasonable, therefore, the structure is suitable to be applied to coastal beach and quick-sand areas.",2013,E02D  33/00
405547022,CN201310030342,Method for testing horizontal force bearing capacity static load of foundation single pile of wind power plant fan,"The invention relates to a method for testing a horizontal force bearing capacity static load of a foundation single pile of a wind power plant fan. The method comprises the following steps of: arranging a pile casing type concrete spouting pile to serve as a horizontal bearing capacity test pile of the foundation in the center of an inner circle with a first radius; arranging a concrete spouting pile to serve as a horizontal bearing capacity anchor pile at the first radius; arranging horizontal steel part bases at the anchor pile and the test pile, horizontally connecting a lifting jack between the horizontal steel part bases of the anchor pile and the test pile, supplying power to the lifting jack through an electric high-pressure oil pump, loading a load to the anchor pile and the test pile so as to perform a horizontal bearing capacity static load test through the lifting jack, acquiring a load value and a test pile displacement value through a pressure sensor and a displacement sensor, recording and displaying the test pile load and the test pile displacement value through a computer, and determining a foundation structure of the wind power plant fan; and horizontally arranging the lifting jack between the anchor pile and the test pile, arranging a levelness detection sensor on a lifting jack connecting piece, and detecting the displacement of the test pile or the anchor pile through the levelness detection sensor. The method is high in safety and reasonable in cost.",2013,E02D  33/00
405547525,CN201210564751,Comprehensive deep sea energy utilizing system,"The invention discloses a comprehensive deep sea energy utilizing system. The comprehensive deep sea energy utilizing system comprises a wind turbine, a temperature difference energy generating device, a wave energy utilizing device and an ocean current energy utilizing device. The temperature difference energy generating device comprises a flash evaporator, a working medium circulating unit and a generator, liquid working medium in the working medium circulating unit is delivered to an evaporating heat exchanger via a working medium pump, is changed into unsaturated air by absorbing heat in the evaporating heat exchanger to push a steam turbine to act, and then enters a condensing heat exchanger to be condensed into liquid to flow back to the working medium pump. In the ocean current energy utilizing device, the upper end of a tower column is fixed connected at the bottom of a floating platform, a hydraulic turbine for driving the working medium pump is arranged on the tower column and close to the lower end. The wave energy utilizing device comprises a plurality of floater power units which are arranged below the floating platform and close to the sea surface, a water inlet of at least one floater power unit I is communicated with the surface seawater, a water outlet of the one floater power unit I is communicated with the flash evaporator, a water inlet of at least one floater power unit II is communicated with the deep seawater, and a water outlet of the one floater power unit II is communicated with the condensing heat exchanger.",2012,Y02E  10/34; Y02E  10/72; F03B  13/26; Y02E  10/38; F03G   7/05; F03B  13/14; F03D   9/00
405553259,CN201180038079,Vortex resonance wind turbine,"The invention relates to a wind turbine anchored to the ground or to a base, and comprising a pole, the natural oscillation frequency of which is purposely adjusted to the frequency of appearance of the air vortices or eddies produced after the collision of laminar and stationary airflow on the surface thereof. The aeroelastic energy thus absorbed is converted into electrical energy due to the use of materials with high electromechanical coupling.",2011,F03D   9/00; F03D   9/25; Y02E  10/70; Y02E  10/725; F03D   5/00; F03D   5/06; F03G   7/08; F05B2240/122; F05B2260/407; H02N   2/185; H02N   2/188; F05B2220/706
405560178,CN201220046622U,Offshore blower fan base mooring structure,"The utility model discloses an offshore blower fan base mooring structure which comprises a fixing section fixedly arranged on an operational maintenance vessel and a movable section in sliding connection with the fixing section. The movable section is connected to the operational maintenance vessel through an inclined supporting hydraulic system. The offshore blower fan base mooring structure enables operational maintenance personnel of an offshore wind power plant reliably and safely land on a base platform via a vessel, thereby lowering difficulty for operational maintenance of the offshore wind power plant, and increasing economic returns of the offshore wind power plant.",2012,B63B  27/14
405561091,CN201220529235U,Driven buffering hoisting equipment of offshore wind turbine generating set,"The utility model relates to driven buffering hoisting equipment of an offshore wind turbine generating set, and belongs to the field of hoisting facilities of heavy machinery. The driven buffering hoisting equipment comprises an upper hoisting frame system, a driven buffering system, a lower bearing platform, a fan tower and a fan tower base; the upper hoisting frame systems is used for supporting the fan tower by a hoisting flange; the lower bearing platform is fixedly arranged on the fan tower base; the driven buffering system comprises eight sets of buffering devices which are uniformly and circumferentially distributed at the bottom of the upper hoisting frame system; each set of buffering devices comprises a hydraulic oil cylinder, two energy storing devices, two check valves and two control valve sets; and two oil channels of a non-rod end chamber of the hydraulic oil cylinder are respectively connected with the two energy storing devices by the check valves and the control valve sets. According to the driven buffering hoisting equipment of the offshore wind turbine generating set, when the pressure is beyond a set value, safety overflow valves of the control valve sets are turned on so that the pressure of the system can be prevented from continuously raising, and a driven buffering function can be realized; and the upper hoisting frame system can stably fall on the lower platform at the acceleration of less than 0.25g.",2012,F03D  11/00; B66C   1/10; F16F  15/027
405563689,CN201220547186U,Offshore wind power and ocean current energy-storage power-generating system utilizing hydraulic transmission,"The utility model discloses an offshore wind power and ocean current energy-storage power-generating system utilizing hydraulic transmission, and belongs to the technical field of renewable energy power generation. The offshore wind power and the ocean current energy-storage power-generating system utilizing the hydraulic transmission comprises a wind power and ocean current power collecting and converting system, a hydraulic system, an energy storage system, a power generating system and a detection control system. The wind power and ocean current power collecting and converting system is connected with the hydraulic system through a wind power coupling (27) and an ocean current power coupling (4), the hydraulic system is connected with the power generating system through the coupling (13), and the energy storage system is connected with the hydraulic system through a solenoid directional valve (8). The offshore wind power and the ocean current energy-storage power-generating system utilizing the hydraulic transmission solves the problem of the change of an energy transmission direction caused by the change of a wind direction and a flow direction by utilizing a hydraulic transmission and energy storage technology based on the power generating technology of two renewable resources of the wind power and the ocean current power, and achieves the aim of generating the power with consistent frequency continuously and stably by utilizing the wind power and the ocean current power of randomness and intermittency.",2012,F03B  13/00; F03D  11/02; F15B   1/02; F16H  39/04; Y02E  10/722; F03D   9/02
405563690,CN201220596531U,Hydraulic power source device using wind energy and wave energy,"The utility model discloses a hydraulic power source device using wind energy and wave energy. The hydraulic power source device comprises a fan, an oil pump, a floating body, a small piston, a counterweight, a large piston, an energy accumulator, a hydraulic motor and an oil tank, the fan drives the oil pump, the floating body drives the small piston, hydraulic oil is delivered to the large piston through the oil pump and the small piston, high-pressure hydraulic oil pumped out by the large piston is delivered to the energy accumulator, the hydraulic oil in the energy accumulator drives the hydraulic motor, the hydraulic oil drained by the hydraulic motor flows back to the oil tank, and the hydraulic oil in the oil tank flows to the pump and the small piston and is recycled. According to the Pascal's principle, the area ratio of the large piston to the small piston is opposite to pressure ratio, the fan rotationally drives the oil pump and the floating body to drive the small piston, the low-pressure hydraulic oil outputted by the oil pump and the small piston is transformed into high-pressure hydraulic oil by the large piston and then delivered to the energy accumulator, accordingly, pressure energy of the high-pressure oil is provided for the hydraulic motor, the hydraulic motor outputs universal mechanical energy, the wind energy and the wave energy are transformed and used, and the problems of high cost of wind power generation and floating body installation and the like are solved.",2012,F03D   9/02; Y02E  10/72; Y02E  10/38; F03B  13/16
405563704,CN201220518866U,Large multipurpose ocean floating wind power generation platform,"The utility model discloses a large multipurpose ocean floating wind power generation platform. The large multipurpose ocean floating wind power generation platform comprises supporting channels in radial directions, annual supporting channels and platforms which are arranged on intersections between the supporting channels in radial directions and the annual supporting channels, wherein a platform located in the center of platforms is a center platform. The platforms are divided into overwater sightseeing platforms and underwater sighting platforms, and the overwater sightseeing platforms and the underwater sighting platforms are communicated through channels. The center platform is provided with a communication launch tower or a command or control mechanism, and the overwater sightseeing platforms are provided with wind driven generators. The large multipurpose ocean floating wind power generation platform is simple in structure, attractive, low in cost, stable in structure and strong in anti-typhoon ability. The large multipurpose ocean floating wind power generation platform not only can conduct wind power generation, but also can use solar energy and conduct tidal power generation under water, and achieves high-power power generation. The power generation platform not only is ocean overwater and underwater sightseeing platforms, but also is ocean accommodation and working platforms and a relay station.",2012,F03D  11/00; F03D   9/00; B63B  35/44; Y02E  10/725
405670315,DE20121003513,Verfahren zur ‹berpr¸fung des baulichen Zustands von Windkraftanlagen,"Verfahren zur ‹berpr¸fung des baulichen Zustands von Windkraftanlagen (1) in Form von mehrere Rotorbl‰tter (4) aufweisenden Windr‰dern, wobei Teile der Windkraftanlagen von einer oder mehreren an einem Luftfahrzeug (2) installierten thermografischen Aufnahmeeinrichtungen (6) erfasst und die dabei ermittelten Messwerte in Hinblick auf etwaige Besch‰digungen ausgewertet werden, wobei in einem ersten Verfahrensschritt ein Messzeitraum (?tmess) ermittelt wird, zu dem eine Temperaturdifferenz (?T) zwischen einem innenliegenden Bereich (40) der Windkraftanlage, insbesondere innerhalb einer Hohlkammer (40), und einem daran benachbarten auflenliegenden Bereich der Windkraftanlage (41''), insbesondere an einer Auflenwandung (41), aufgrund von Umwelteinfl¸ssen (TU) einen Mindestwert (?Tmin) annehmen wird, und wobei in einem zweiten Verfahrensschritt das Luftfahrzeug (2) w‰hrend dieses Messzeitraums (?tmess) in eine Position gebracht wird, in welcher die Windkraftanlage in den Erfassungsbereich der installierten thermografischen Aufnahmeeinrichtungen (6) gelangt, und wobei in einem dritten Verfahrensschritt die Windkraftanlage (1) von der thermografischen Aufnahmeeinrichtung (6) w‰hrend dieses Messzeitraums (?tmess) erfasst wird.",2012,F05B2270/303; F03D   7/00; F03D  11/00; F03D  17/00; F05B2240/95; F05B2260/821; F05B2270/8041
405754283,CN201310009132,Power generator,"A power generator assembly (10a) for using kinetic energy from a flowing fluid (12) to generate power is provided. The power generator assembly (10a) includes a blade assembly (14) and a generator (30). The blade assembly (14) has a head end (16) for facing oncoming flowing fluid (12), a tail end (18) spaced from the head end (16) for facing in the direction of flow of the fluid (12), and a rotational axis (20) extending between the head end (16) and the tail end (18). The blade assembly (14) includes a blade arrangement (22) which is arranged in generally helical fashion about the rotational axis (20), and at least one mounting formation (24) connected to the blade arrangement (22). Each mounting formation (24) is adapted to permit mounting of the blade assembly (22) for rotation about its rotational axis (20), so that in use fluid (12) flowing past the power generator assembly (10a) interacts with the blade arrangement (22) to rotate the blade assembly (24) about its rotational axis (20). The generator (30) is drivingly connected to the blade assembly (22) for generating power in response to rotation of the blade assembly (22).",2008,F03D   7/0236; F03D   9/25; F04D  25/02; F05B2210/16; F05B2240/243; F03D   1/0633; F03D  13/20; F04D  29/18; Y02P  80/158; F03B   3/12; F03B  17/061; F03D   1/04; F03D  80/70; Y02E  10/725; F03B   3/10; F05B2240/93; Y02E  10/28; F05B2250/25; F03B  17/062; Y02E  10/38; Y02E  10/721; F03B   3/126; F03B  11/02; F03B  13/10; F03B  17/06; F03D   9/32; Y02E  10/727
405771529,CN201220524924U,Draught fan base of offshore wind power station,"The utility model provides a draught fan base of an offshore wind power station. The draught fan base of the offshore wind power station comprises a draught fan tower frame, wherein a plurality of bearing platforms which are fixed in the sea are arranged on the periphery of the draught fan tower frame, and the bearing platforms are fixedly connected with the draught fan tower frame through support frames. The draught fan base of the offshore wind power station has the advantages of being large in structural rigidity, convenient to construct, small in project amount, capable of achieving leveling of a draught fan base structure easily and the like. Requirements of continuous increase of the capacity of a wind power unit single machine to the draught fan base are met, and rapid development of manufacturing technology of the wind power unit is adapted to.",2012,E02D  27/44; E02D  27/52; E02D  27/16
405772900,CN201220546589U,Wave vortex conversion device,"A wave vortex conversion device comprises an inner barrel body, a top cover and a bottom cover. A fluid filling layer, a partition layer and a fluid drainage layer are arranged on the inner barrel body, the fluid filing layer is arranged above the partition layer, the fluid drainage layer is arranged under the partition layer, a plurality of water inlet grooves tangent with the inner barrel body are distributed on the fluid filling layer, water inlet groove nonreturn doors are arranged at the water inlet positions of the water inlet grooves, a plurality of water outlet grooves tangent with the inner barrel body are distributed on the fluid drainage layer, and water outlet groove nonreturn doors are arranged at the water outlet positions of the water outlet grooves. Flowing fluid and wave water are filled into tangent lines of a water column in the inner barrel body through the water inlet grooves to be converted into vortex rotation to form the wave vortex conversion device. The wave vortex conversion device is applied to kinetic energy extraction of sea energy and wind energy, improves wave energy conversion efficiency, is low in cost, can form scale business development, and effectively converts wave energy into rotating mechanical energy. The efficiency of the wave vortex conversion device is overlying effects of ocean current, tidal current and wave energy. The mechanical energy of the wave vortex conversion device can be widely applied to sea power generation and wind power generation.",2012,Y02P  80/158; F03B  13/12; F03D   9/00; Y02E  10/725
405772913,CN201220666667U,Multi-blade horizontal offshore wind turbine,"The utility model relates to a multi-blade horizontal offshore wind turbine, which is a wind driven power device which takes natural wind as a basic power and can operate by rotating more than 16 movable blades on a driving shaft cylinder to keep a horizontal state between a front stander and a stander on an offshore arrow-type ship-form floating platform. The multi-blade horizontal offshore wind turbine integrates the operating functions, such as starting, braking, deaccelerating and accelerating under automatic control or manual control. The multi-blade horizontal offshore wind turbine has the wine power utilization rate up to more than 90 percent as both strong wind and small wind can be utilized and has the capability of completely avoiding attack and damage from powerful windstorm disasters (except tornado) by automatic control or manual control. The multi-blade horizontal offshore wind turbine can operate in a manner of automatically adjusting wind directions by 360 degrees on the sea.",2012,F03D  11/02; Y02E  10/70; Y02E  10/723; F03D   5/00; F03D   7/00; F03D  11/00
405772916,CN201220293002U,Movable sea wave wind power generation system,"A movable sea wave wind power generation system is used for achieving high-efficiency power generation in an area with ideal sea wave wind power and transmitting generated electric power to a destination in a lossless mode. The movable sea wave wind power generation system is formed by an electricity generating ship and an electricity transporting ship. Sea wave wind driven generators and a rectifying device are arranged on the electricity generating ship. Electricity storage containers and wind driven generators are arranged on the electricity transporting ship. The sea wave wind driven generators drive hemispherical coils to rotate through wind power impellers. Waves push floaters to drive cylindrical mandrels and a part of spherical magnetic rotors to motion and enable closing coils to cut magnetic lines to generate electric current. The electric current is subjected to rectification and then is outputted to the electricity transporting ship. The electricity transporting ship transports the stored electricity to power consumers nearby. On the way of transportation of the electricity, the wind driven generators can continue charging the electricity storage containers or storage batteries on the electricity transporting ship so as to compensate power loss on the way. The movable sea wave wind power generation system is high in generating efficiency and wide in application range, and solves the problem of power output.",2012,B63B  35/00; F03B  13/22; Y02E  10/727; F03D   9/00; Y02E  10/38; Y02E  10/725
405772919,CN201220479451U,Wind-wave energy mixing electric generator,"The utility model discloses a wind-wave energy mixing electric generator and belongs to the filed of new energy development and utilization. The wind-wave energy mixing electric generator is used for achieving electricity generation of mixing of wind energy and wave energy at sea. The wind-wave energy mixing electric generator comprises a wind energy converting mechanism, a wave energy converting mechanism, a differential gear train mechanism, a gearbox and an electric generator. The wind energy converting mechanism is used for converting the wind energy into mechanical energy and delivering the mechanical energy to the differential gear train mechanism. The wave energy converting mechanism is used for converting the wave energy into mechanical energy and delivering the mechanical energy to the differential gear train mechanism. The differential gear train mechanism is used for overlaying the mechanical energy delivered from the wind energy converting mechanism and the mechanical energy delivered from the wave energy converting mechanism. The overlaying mechanical energy is accelerated by the gearbox so as to drive the electric generator to generate electricity. The wind-wave energy mixing electric generator is used for utilizing two new instable energy sources on the ocean comprehensively to conduct energy conversion and superposition to output electric energy. Resource utilization rate can be improved to be beneficial for human-beings.",2012,Y02E  10/38; F03B  13/14; F03D   9/00; Y02E  10/725
405797862,CA20112811277,DEVICE FOR BOAT PROPULSION OR ENERGY PRODUCTION,"Propulsion device for boats or device or energy production comprising: a first track (6a) a second track (6b); driving wheels (3a-d) each having a peripheral surface (4) comprising a friction device (5) rotatably arranged in at least one frame (2), wherein the first track (6a) is arranged in contact with the friction devices (5) at a first set of driving wheels (3a, b), the second track (6b) is arranged in contact with the friction devices (5) at a second set of driving wheels (3c, d), such that the tracks move with the same speed as the peripheral surface of the rotatable driving wheels where the track is in contact with the friction devices when the driving wheels rotate; a plurality of shovel rollers (7a-d) each comprising a first (8a) and a second end (8b) and between the ends a device (9) with an outer periphery, wherein the first ends (8a) of the shovel rollers are arranged in the first track (6a) and the second ends (8b) of the shovel rollers are arranged in the second track (6b) such that the shovel rollers move with the tracks in relation to the structure when the driving wheels rotate, wherein the device further comprises a flat continuous carpet-like device (10) with side-ends (11) which is arranged between the first and second sets of driving wheels and abutting the outer periphery of the shovel rollers (7a-d); that the carpet-like device forms a shovel surface (13) between two of the shovel rollers (7a-d), and that the formed shovel moves in relation to the frame when the shovel rollers (7a-d) move in relation to the frame.",2011,F03B  13/18; B63H   5/02; F03B  17/066; F03D   5/00; F03B  17/06; F03B  17/068; F03D   5/02; B63H   1/04; F03B   9/00; Y02E  10/28; B63H   5/03; Y02B  10/30
405816536,US201013380688,Marine wind turbine whole machine,"The present invention provides an offshore wind turbine complete set, comprising a foundation, a tower column and a wind turbine set. The foundation utilizes a steel-concrete structure and comprises a plurality of tanks which are respectively provided with an opening; a lower end of the tower column is installed on the foundation; and the wind turbine set is installed on an upper end of the tower column. When the offshore wind turbine complete set floats on water, the openings of the plurality of tanks are under the water, and the tank is injected with air or water, and the buoyancy and uprighting force are provided by the plurality of tanks, so as to keep the entire structure in a vertical floating state consistent with the state of installation on the offshore site, but without external force on the water. The use of the offshore wind turbine complete set of the present invention eliminates the need for large hoisting machinery and transportation vessels in the offshore operation, the operation can be easily performed with high ratio of success, and greatly reduces the cost. Moreover, the technical solutions of the present invention have advantages such as low construction noise, small area of sea bed disturbance, and no pollutant leakage during the offshore operation and are environment-friendly.",2010,F03D  13/40; F03D  13/25; B63B  35/44; E02B2017/0091; F05B2240/95; F03D  13/22; Y02E  10/727
405878135,EP20130717837,OFFSHORE STRUCTURE INSTALLATION,NULL,2013,E02B  17/0004; E02B  17/027; E02D  27/12; E02D  27/14; E02D  27/525; E02D  27/42; E02B  17/02; E02B2017/006; E02D  27/52; E02D  27/50; Y02E  10/727; E02D  27/425; E02B2017/0043; F03D  13/22
405911029,DK20090766092T,Struktur til transport og installation p Âbent hav af mindst Èn vindturbine eller undervandsturbine og fremgangsmÂder til transport og installation p Âbent hav af mindst Èn vindturbine eller undervandsturbine,NULL,2009,B63B  27/04; E02B  17/06; Y02E  10/727; B63B  35/00; E02B  17/0818; F03D  13/10; E02B  17/00; F03D  11/04; F03D  13/40; B63B  35/003; E02B2017/0091; F05B2240/95
405937059,CN201310030298,Static test method of vertical compression bearing capacity of single pile of wind farm fan foundation,"The invention relates to a static test method of the vertical compression bearing capacity of a single pile of a wind farm fan foundation, which is characterized in that one protecting tube type bored concrete pile is arranged in the center of an inner circle with a first radius, so as to be used as a test pile for the vertical compression bearing capacity of the foundation; four bored concrete piles are arranged in the first radius, so as to be used as anchor piles of the vertical compression bearing capacity; the four anchor piles form an I-shaped beam, the middle part of the I-shaped beam is connected with the test pile for the vertical compression bearing capacity through a jack, opposite force is provided by the four anchor piles and the I-shaped beam, and power is supplied to the jack by an electric high-pressure oil pump; and load is uploaded by the jack to the test pile arranged in a center point, so as to perform a vertical compression resistant static test of the single pile. The method has the advantages of good construction process of the test pile for the vertical compression resistant bearing capacity, high safety of the soft foundation and reasonable cost, and is suitable for quicksand areas of coastal intertidal zones.",2013,E02D  33/00
405937446,CN201210564754,Comprehensive utilization system for marine energy,"The invention discloses a comprehensive utilization system for marine energy, which comprises a wind turbine, a wave energy converting device and an ocean current energy converting device, wherein the ocean current energy converting device comprises a plurality of floating platforms which are arranged on the periphery of the wind turbine; the floating platforms have closed tops and opening lower ends; each of the floating platforms is fixedly connected with a vertical column which is fixed on seabed; the floating platforms are communicated through connecting pipes which are mounted on side walls of the floating platforms; air holes are respectively formed at the tops of two floating platforms; one-way ventilating valves in inverse directions are respectively mounted; one floating platform can only suck air while the other floating platform can only discharge air; an air turbine is mounted at the top of the floating platform which can only discharge air; and an output shaft of the floating platform and the output shaft of the ocean current energy converting device realize the power combination through a gear system so as to drive a generator for generating electricity. The three generating forms, namely, marine wind energy, wave energy and ocean current energy, are comprehensively utilized by the system, the complementation of electric power under a complex environment is realized, the stability of power output is ensured and the grid-connection is benefited. Besides, the impact of the wave to a tower and the turbulivity of the ocean current are reduced by the wave energy converting device.",2012,Y02E  10/72; F03D   9/02; F03D  11/00; F03B  13/24; Y02E  10/38
405942139,CN201080068986,Wind turbine assembly moving device and method for loading/unloading wind turbine assembly using same,"The present invention relates to a wind turbine assembly moving device and a method for loading/unloading a wind turbine assembly using same, comprises: a rail installed aboard a wind turbine installation ship and having one side located inside an operating radius of a crane and the other side located outside the operating radius of the crane; a moving deck installed in such a manner that enables movement along the rail and equipped in such a manner that the wind turbine assembly can be loaded; a driving means equipped to move the moving deck; and a securing means equipped to fix the wind turbine assembly onto the moving deck.",2010,B63B  35/003; B63C   3/08; B63B  27/00; B63H  21/36; F05B2240/95; B63B  25/22; B63B  27/10; F03D  11/00; F03D  13/40; Y02E  10/727
405951033,CN201220471974U,Real-time cluster control system for offshore wind plant,"The utility model relates to a real-time cluster control system for an offshore wind plant. The real-time cluster control system for the offshore wind plant comprises fan controllers arranged on all wind driven generators and a centralized control center connected with the fan controllers in communication mode through a wireless network. High construction cost of submarine cable paving of the offshore wind plant due to a far offshore distance is reduced, problems of network circuit port aging, signal attenuating and the like are reduced, potential safety hazards of wireless network circuit faults of the offshore wind plant are reduced, and a plurality of problems of communication cables in actual use are solved.",2012,Y02E  10/723; F03D   7/00
405951047,CN201220647503U,Installation equipment for impeller in offshore wind power generating set,"The utility model discloses installation equipment for an impeller in an offshore wind power generating set, and relates to the technical field of wind driven generators. The problem that the impeller is prone to tipping over when the impeller in the offshore wind power generating set is mounted can be solved. The installation equipment comprises a cylindrical tube and supporting legs. One end face of the cylindrical tube is welded on a deck of a ship, and a flange face is arranged on the edge of the other end face of the cylindrical tube. The flange face is provided with holes which are used for mounting a middle hub of the impeller. When the installation equipment is used for a double-vane impeller, the number of the supporting legs is at least one, at least one first opening is arranged at the position, close to the deck, on the tube wall of the cylindrical tube, and at least one supporting legs is fixedly arranged inside the at least one first opening. When the installation equipment is used for a three-vane impeller or an impeller with more vanes, the number of the supporting legs is at least two, at least two second openings are arranged at the positions, close to the deck, on the tube wall of the cylindrical tube, and at least two supporting legs are respectively and fixedly arranged inside the at least two second openings.",2012,F03D  11/04
405951211,CN201220595267U,Wind power tower drum hydraulic fixed device for shipping transportation,"The utility model provides a wind power tower drum hydraulic fixed device for shipping and transportation and relates to the technical field of shipping and transportation. The wind power tower drum hydraulic fixed device for the shipping and transportation solves a technical problem of improving shipping and transportation efficiency of the wind power tower drum. The wind power tower drum hydraulic fixed device for the shipping and transportation comprises an oil tank, an air cooling circulating pump, an air cooling machine, a plurality of oil supply motor pump assemblies, a plurality of reversing control valves and a plurality of oil cylinder assemblies. Each oil supply motor pump assembly comprises an oil supply motor pump and an oil supply filter machine. Oil suction ports of each oil supply motor pump are respectively connected with the oil tank. Each oil orifice of the pump is connected with a systematic oil feed pipe through the oil supply filter machine. The systematic oil feed pipe is connected with at least one energy accumulator. The reversing control valves correspond to the oil cylinder assemblies one by one. Two working openings of each reversing control valve are respectively connected with a working chamber of each oil cylinder of the oil cylinder assemblies, wherein the two working openings of each reversing control valve correspond to the working chambers of the oil cylinders of the oil cylinder assemblies. Pressure oil ports of each reversing control valve are connected with the systematic oil feed pipe and oil returning openings of each reversing control valve are connected with oil tank. Piston rods of each oil cylinder are respectively connected with a press fitting flange. The wind power tower drum hydraulic fixed device for the shipping and transportation is suitable for the shipping and transportation of the wind power tower drum.",2012,B63B  25/00; F15B  13/02; F15B  21/04; F15B  11/02
405960262,TW20121112298,Polyamide-sheathed structural steel tubes for offshore structures,"The foundation structure of an offshore structure, for example of an offshore wind energy system, is composed of steel tubes sheathed by an extruded layer made of a polyamide moulding composition. This simultaneously ensures both good protection from corrosion and good protection from mechanical effects, giving the foundation structure markedly prolonged lifetime.",2012,E02D2300/0006; E02D2300/0026; B29C  48/32; E02D  27/52; B32B  15/088; E02D  27/42; F16L  58/10
405986678,CA20112812244,OFFSHORE WIND FARM ILLUMINATION,"A method for operating an offshore wind farm having at least one wind turbine (OWEA 1, OWEA 2, OWEA 3, OWEA 4) and a lighting device, which is operated in a normal mode, wherein a danger signal is received by a receiving device (100) and the received danger signal is supplied to a control device (200) which switches the lighting device from the normal mode to an emergency lighting mode.",2011,F03D  80/00; Y02E  10/72; F03D  80/10; F03D  13/25; G08B   5/38; F03D  11/00
405990812,KR20120081560,BLADE PART HAVING WEB-TYPE STRUCTURE AND GENERATING SETS AND PROPELLING APPARATUSES FOR SHIPS HAVING THE SAME,"PURPOSE: A wing part having a mesh structure, and a power generation apparatus including the same and a ship propulsion apparatus including the same are provided to be operated under the sea level, thereby enabling stable electric power generation without influencing on the passage of vessels or being influenced by weather changes. CONSTITUTION: A foldable and rollable wing comprises multiple wing frames(41) formed with a multi-layered mesh structure; and multiple wings(42) including one end coupled at the one side of the wing frames. The multiple wings rotate the wing frames by contacting the surfaces to the wing frames and transferring flowing pressure of a fluid or gas to the wing frames when the wings coupled at the one side of the wing frames are positioned to face the direction of the horizontal movement of the fluid or the gas. When the wings coupled at the one side of the wing frames are positioned parallel to the direction of the horizontal movement of the fluid or the gas, the wings are separated from the surfaces of the wing frames lest the flowing pressure of the fluid or the gas be transferred to the wing frames.",2012,B63B2745/04; F03B  13/10; B63H   1/04; Y02E  10/22; F03B  13/18; B63H   5/02; F03B  13/264; F03B  17/06; F03D   9/008; Y02E  10/38; F03B   3/121; F03B  17/025; F05B2220/706; Y02E  10/28; B63J   3/00
405991383,KR20120088822,VERTICAL PROPELLING APPARATUSES FOR SHIPS,"PURPOSE: A vertical propulsion apparatus for a ship and a ship generating apparatus are provided to make the ship bigger since a blade has strong durability and lighter weight than a flat blade by being made of a light and soft fabric which can be folded, rolled, and erected. CONSTITUTION: A vertical propulsion apparatus for a ship and a ship generating apparatus comprises a ship or a float, a hull, a rotator(30), and a rotating force generating device(906). The ship or the float can float on the water. The hull is vertically formed in one side of the ship or the float and has an opening part in one side thereof. One side of the rotator is inserted in the opening part to rotatable couple to the hull, and a blade part is formed in the other side of the rotator. The rotating force generating device is arranged in the hull and rotates the rotator. The blade part rotates in a state of being fully submerged in the water. Blades(40,70) of the blade part are made of a waterproof material which can be folded, rolled, and erected.",2012,F03B  17/06; F03D   9/008; Y02E  10/22; Y02E  10/28; B63H   1/04; F03B  13/18; Y02E  10/38; B63B2745/04; F03B  17/025; F03B  13/264; B63H   5/02; F03B  13/10; B63H   1/02; F05B2220/706; F03B   3/121
405995556,KR20110092860,solar energy and wind power ship,"PURPOSE: A vessel operated by a sliding multistage foldable photovoltaic and wind power generation system, power stored in a battery and an auxiliary power generation system is provided to use the multistage foldable photovoltaic and wind power generation system, the power stored in a battery and the auxiliary power generation system in order to relieve the burden of a fuel energy use and to prevent the discharge of pollutants. CONSTITUTION: A vessel operated by a sliding multistage foldable photovoltaic and wind power generation system, power stored in a battery and an auxiliary power generation system includes a main hull, an auxiliary hull(110), multiple cylinder frames, a middle end photovoltaic module(310), a side end photovoltaic module(320) and an upper end photovoltaic module(300). The main hull is located on the center and equipped with a motor on the stern. The auxiliary hull is perpendicularly combined to both sides of the main hull. The cylinder frames connect the main hull with the auxiliary hull and have built-in hydraulic cylinders. The middle end photovoltaic module is connected to the upper part of a pillar combined with the mail hull, to multiple lower rails(312) and to multiple upper rails(311). The side end photovoltaic module is connected to the upper end of a pillar combined with the auxiliary hull, and to multiple rails(321). The upper end photovoltaic module is connected to the upper part of the middle end photovoltaic module and to multiple rails(301).",2011,B63J2003/003; B63J   3/04; H01L  31/04; B63B  35/00; B63J   3/00; B63J  99/00; Y02E  10/52; H01L  31/042; Y02E  10/50; Y02E  10/725
405998072,KR20120046478,A ROTABLE FLOATING TYPE WIND POWER GENERATOR FOR DEEP SEA,"PURPOSE: A rotatable floating type aerogenerator for deep sea is provided to enhance dynamic stability according to the external environment by rotating a tower in the vicinity of the center of gravity. CONSTITUTION: A rotatable floating type aerogenerator for deep sea comprises a blade, a nacelle, a tower, a floater, a mooring rope, and a thrust bearing. The mooring rope fixes the floater. The thrust bearing includes a rotation unit(200) in order to rotate the tower at one of cylinder blocks. The cylinder block with the rotation unit includes an anchor portion where the mooring rope is fixed. The thrust load is supported by the rotation unit. The rotation unit includes a plurality of driving motors. The driving motors rotate driving gears of the lower side plate which is fixed at the lower side cylinder block, an internal gear which is installed at the upper side of the lower side plate, a plurality of the driving gears which is engaged in the internal gear, a bearing which is installed for supporting the thrust load at the upper side of the internal gear. A disc type protrusion part is formed on the bottom of the driving part. A ring type depression groove into which the protrusion part is inserted is formed on the lower side plate. The driving gear rotates along the depression groove.",2012,F05B2240/97; F03D  11/04; Y02E  10/727; F03D  13/20; F03D  11/00; F05B2240/95; B63B  35/00; F05B2230/50; E02D  27/52; F05B2240/93
405998399,KR20120110738,METHOD FOR CONTRUCTING MARINE WIND POWER SUPPORTING STRUCTURE WITH SUCTION FILE AT SEA,"PURPOSE: A method for constructing a marine wind power supporting structure with a suction pile at sea is provided to reduce construction period by manufacturing an integral foundation with a suction pile on land, penetrating the foundation into seafloor through self-load and suction pressure, and fixing the foundation by inserting ripraps into the foundation. CONSTITUTION: A method for constructing a marine wind power supporting structure with a suction pile at sea comprises the following steps: a step of installing a manufacturing space in land; a step of manufacturing a plurality of suction pumps in the manufacturing space; a step of refloating a guide frame by using a marine crane, penetrating a foundation, connecting the guide frame with the refloating unit, refloating the guide frame, and inserting the bucket of the foundation to a predetermined depth in the water to transfer to an installation site; a step of descending the guide frame to penetrate the foundation into the seafloor by self-load; a step of operating the suction pump to penetrate the bucket into the seafloor through suction pressure; and a step of loading ripraps(S) to the upper side of a slab by using an angle crane(50) in which a cram shell(51) is installed.",2012,F03D  13/25; E02B2017/0078; E02D  27/52; Y02E  10/70; A01K  61/70; E02B  17/02
406064109,JP20120189960,"INSTALLATION SPECIAL VESSEL OF WINDMILL EQUIPMENT OF SEA WIND POWER GENERATION, INSTALLATION JIG AND INSTALLATION METHOD","PROBLEM TO BE SOLVED: To provide an installation special vessel of windmill of equipment of sea wind power generation which can be installed in short term of works and control installation cost, installation jig, and installation method.SOLUTION: The installation special vessel of windmill equipment of sea wind power generation includes: a hull 22; a self elevating device consisting of leg 23 for elevation and elevating means 24 for elevating this leg for elevation which are arranged in this hull; a crane device 50 arranged on this hull; a holding means, which is arranged in this hull, for holding one or a plurality of pieces of windmill equipment 8 in such a condition of erection; and windmill equipment installing jig 27 lifting the windmill equipment, which is suspended by the crane device, by engaging the windmill equipment held by the holding means.",2012,B63B  35/00; B63B  35/44; Y02E  10/721; F03D   9/32; F03D   9/00; F03D  11/04; Y02E  10/725; B66C   1/62; F03D   1/06; B63B  27/10; Y02E  10/727; F03D  13/25
406074599,IE20100000455,Structural ice composite body with thermal conditioning capability,"The invention discloses an ice composite body with a layer of water close to its freezing point within the body's armor shell at its base, with a pressurizing system for the water which maintains an upward pressure on the ice core at the set level needed to structurally support any burden resting on the top part of the shell, the top part of the shell and ice core. The ice core has a separate non structural layer at its lowest level and a separate system of melting and freezing this layer of the ice core for thermal conditioning purposes, while using the pressurizing system to maintain hydrostatic and litho-static balance and thus maintain structural integrity. The pressurization system results in a more reliable structual support system for the top part of the shell particularly for dealing with thermal cycling and in warmer climates. The melting and freezing of thermal conditioning ice layer can be used to shift air-conditioning demand from daytime peak to nighttime off-peak, without affecting the structural support system for the top section of the armor shell used to support equipment, traffic, buildings or for others purposes involving a load, or the capacity of the ice body to provide heating using the heat from the refrigeration system for the structural ice core. <Figure 3>",2010,B63B   5/00; B63B  35/53; B63B2231/76; Y02E  10/727; E02B  17/00; B63B  35/34; E01D   1/00; B63B2231/64; B63B  35/44; E02B  17/028; E02B   3/062; Y02B  10/30; Y02E  10/34; Y02T  70/14; B63B2035/446
406130575,CN201220575211U,Working platform for wind energy dredging of harbor approach,"The utility model discloses a working platform for wind energy dredging of a harbor approach. The working platform comprises a vertical rod system consisting of a plurality of steel tubes, wherein each steel tube is filled with petroleum; the two ends of each steel tube are sealed; of the distance between every two adjacent steel tubes is 50 cm; a working platform part welded by 3 cm-thick steel plates is arranged on the vertical rod system; rails are arranged around the working platform part; the height of each rail is 2 m; and a shed cover made of 15 cm-thick iron sheets is arranged at the top of the vertical rod system. The working platform is reasonable in structure and good in working performance, and facilitates work.",2012,E02B  17/00; B63B  35/44
406145568,US201113289081,Power generation at a subsea location,"A technique facilitates powering of devices at a subsea location without requiring routing of hydraulic pressure and/or electric signals through an umbilical from a surface location. A fluid flow, such as an injection chemical fluid flow, is at least partially routed through a flow converter disposed at a subsea location. The flow converter converts energy from the fluid flow to energy used to operate a power generation device. The power generation device may be designed to generate electrical, hydraulic, or other suitable power which is utilized at the subsea location.",2011,E21B  33/0355; F03B  13/10; F03D   9/00; F05B2220/602; F05B2240/97; F15B  11/16; F03B  13/02; Y02B  10/50; F05B2240/95; Y02E  10/725; F15B   1/027; E21B  41/0085; F05B2220/60; E21B  43/16; Y02P  80/158; H02K   7/18
406207875,US20100721628,Wind power system,"A wind power system including a first pulley, a second pulley spaced from the first pulley, a continuous loop structure engaged with the first and second pulleys, a plurality of airfoils fixedly connected to the continuous loop structure, wherein the airfoils extend outward from the continuous loop structure, and a fairing positioned to direct airflow to the airfoils.",2010,F03D   9/257; F05B2240/14; F05B2240/95; B63B  21/502; F05B2240/124; Y02E  10/70; F03D  13/25; F03D   5/02; H02P   9/04; Y02E  10/727; F05B2240/13; F05B2240/93; F05B2260/403
406217728,RU20080134186U,?????????? ??? ????????? ??????????????,"??????????? ????????? ? ??????? ??????????, ? ?????? ? ???????????????. ?????????? ??? ????????? ?????????????? ???????? ????? ? ????????????? ?????? ???, ?? ??????? ????, ????? ????????????????. ????? ????????? ? ??????? ?????????????? ??? ?????????? ????? ? ??????????? ????????????? ?? ???????????? ???????? ????? ??? ?????????? ???, ? ??????????????? ??????????? ?????? ????? ? ???????? ?/??? ?????? ????? ? ???????????? ????????? ? ??????????? ???????. ?????????? ??????????????? ????????? ???????????. 2 ?.?. ?-??, 1 ??.",2008,B63H   9/00; F03D   3/04; Y02E  10/74
406257036,NO20110001294,Opptakbar pre-paelingsramme for offshore vindturbinfundamenter,"En opptakbar pre-pÊlingsramme (10) for offshore vindturbinfundamenter, omfatter et antall pÊlef¯ringshylser (12) som er innbyrdes forbundet ved hjelp av forbindelseselementer (14, 16, 18), hvor pÊlef¯ringshylsene (12) er innrettet til  hvile p havbunnen og til  oppta en pÊle (70). Forbindelseselementene (14, 16, 18) er sammenf¯yet til dannelse av en kontinuerlig, sirkelformet, O-ringstruktur (20), og et antall av pÊlef¯ringshylsene (12) er innrettet til  monteres l¯sgj¯rbare til strukturen (20).",2011,F03D  11/04; E02B  17/00; F03D   1/00; E02D  27/42; E02D  13/04; E02D  27/52
406311709,US201113811788,Vortex resonance wind turbine,"Wind turbine consisting of an anchoring to the ground or to a base and a mast, the natural oscillation frequency of which is purposely adjusted to the frequency of appearance of the air vortices or eddies produced after the collision of a laminar and stationary airflow against the surface thereof. The aeroelastic energy thus absorbed is converted into electrical energy due to the use of materials with high electromechanical coupling.",2011,H02N   2/18; F05B2220/706; H02N   2/185; F03D   5/06; H02N   2/188; Y02E  10/725; F03D   5/00; F03D   9/00; Y02E  10/70; F03G   7/08; F05B2240/122; F05B2260/407; F03D   9/25
406313608,US201013380715,Installation method and recovery method for offshore wind turbine,"A method for installation of an offshore wind turbine. The method includes prefabrication of a foundation that provides buoyant force and uprighting force to the foundation so as to keep it upright without external forces. The method further includes installation on a dock that includes assembling the offshore wind turbine into a complete set, and finishing testing in a state of the complete set. The method further includes transporting the complete set to an offshore site in a way of floating on the water, and then offshore installation that includes sinking the complete set onto a sea bed by gravity on the offshore site, and fixing the foundation to finish the installation. The present invention also provides a method for recovery of an offshore wind turbine, which is performed generally in steps reversed to the method for installation.",2010,B63B  35/003; F03D   1/00; F03D  13/40; Y02T  70/146; B63B2035/446; F03D  11/04; F05B2240/95; B63B  35/00; F03D  13/10; F05B2240/90; B63B  35/44; E02B  17/02; B63B   9/06; F03D  13/25; E02B  17/08; B63B  75/00; F03D  13/22; Y02E  10/727
406364627,CN201210382761,Oscillating piston type wave power generation method and system,"The invention relates to an oscillating piston type wave power generation method and a system. When waves is upheaved and a floating body rises, a rolling cylinder is locked, and enlarging of the distance between the floating body and an anchor base is utilized for pulling a hydraulic cylinder. When the hydraulic cylinder is pulled, high-pressure hydraulic oil is output for driving a hydraulic motor so as to drive a generator to generate electricity. When a working stroke of the hydraulic cylinder is finished, a signal is transmitted to the rolling cylinder to lay a rope down, and the hydraulic cylinder is rapidly reset under the action of restoring force. When resetting is finished, a signal is sent to the rolling cylinder to stop laying the rope down. As the distance between the floating body and the anchor base is continuously enlarged, the hydraulic cylinder is pulled again for doing work, and circulation is performed in such mode. When the waves and floating body fall down, the hydraulic cylinder is reset, and the rope is taken back by the rolling cylinder. The system is capable of automatically adapting to waves in most wave shapes, storm-resistant capacity is strong, and the most importance thing is in the process of wave rising, the hydraulic cylinder can automatically reset and do work repeatedly.",2012,F03D  15/00; B63B  35/44; B63B  21/50; F03B  13/187; F03D   3/02; F03B  13/18; Y02E  10/74; B63B2035/4466; F03B  13/189; F03B  13/1845; B65H  75/38; Y02E  10/38
406364637,CN201310034441,"Device of using wind, water and light to generate electricity","The invention discloses a device of using wind, water and light to generate electricity. The device of using the wind, the water and the light to generate the electricity comprises a flotation device, a base seat, a rotating base, a wind power generation device, a wave power generation device and a photovoltaic power generation. The device of using the wind, the water and the light to generate the electricity floats on the water surface entirely to work, so the device is not prone to being affected by tides, and is high in power generating capacity, simple in structure, small in size, easy to maintain and low in maintenance cost. The electricity generation device is further provided with the wind power generation device, an anemometer and a solar cell panel. The anemometer is also connected with an engine. So, when the wave is used for generating electricity, the sea wind and the solar energy can be used for generating power, so that other electric energy resources can be effectively used and the electricity generating capacity is increased. The wind power generation device and the wave power generation device are mounted on the rotating base. The wind power generation device is provided with a wind power rudder, and the rotating base can rotate at the level of 360 degrees so as to enable the wave power generation device to adjust the angle according to the wind direction and enable the wave power generation device to be at the best angle to guarantee working efficiency of the power generation.",2013,B63B  35/00; Y02E  10/50; F03D   9/00; F03B  13/14; H02S  10/12; Y02E  10/38; H02S  20/00; Y02E  10/725; H02S  10/10
406373635,CN201220632862U,Mobile new energy maritime industry public platform,"The utility model relates to a mobile new energy maritime industry public platform. The mobile new energy maritime industry public platform comprises a maritime industry public platform body. At least three sets of anchor chains are arranged on the maritime industry public platform body. The maritime industry public platform body is provided with a solar photovoltaic power generation system, a wind driven generator and a wind power air pressing device. The solar photovoltaic power generation system and the wind driven generator are respectively connected with a power distribution room. The wind driven generator is installed at the top of a corresponding pole. The wind power air pressing device is connected with a membrane method sea water desalination system. The maritime industry public platform body is further provided with a solar heat collecting system, a hot method sea water desalination system and a wave collecting device. The hot method sea water desalination system is connected with a fresh water pool A. The wave collecting device is connected with the membrane method sea water desalination system. According to the mobile new energy maritime industry public platform, solar energy, sea energy and wind power are combined organically through the systems and the sea water desalination systems and a heat storage device are combined so that advantage complement among each new energy resource can be achieved, influence caused by intermittent and volatility of the new energy resources can be complemented and continuous supplication of fresh water, electric power and heat energy can be achieved.",2012,Y02E  10/72; Y02A  20/141; B63B  35/44; B63J   1/00; F03D   9/00
406385511,EP20130720396,AERODYNAMIC WIND ENERGY CONVERSION DEVICE AND METHOD FOR CONTROLLING SUCH A DEVICE,NULL,2013,B63H   9/072; B63H   9/06; B63H   9/069; F05B2240/232; F03D   7/02
406385651,EP20130720466,WIND TURBINE ON A FLOATING SUPPORT STABILISED BY A RAISED ANCHORING SYSTEM,NULL,2013,Y02E  10/723; F03D   1/00; F03D  13/10; F03D  13/22; F05B2240/93; B63B  21/50; F03D   7/02; F03D  13/20; F03D  13/25; F05B2240/97; Y02E  10/727
406465280,US20100802010,Wind turbine with internal ram air turbine,"A wind turbine blade system that includes blades with an internal airflow path that extends within the blade from a location at the tip of the blade to a location near the base or root of the blade. A ram air turbine positioned inside each of the blades, along the airflow path, the ram air turbine being adapted for generate electricity, and thus the current output may then be connected to an electric load, so that air is ingested at the tip of the blade as each blade rotates.",2010,B64C  15/02; B64C  27/18; F03D   5/00; F05B2220/31; Y02E  10/70; B63H  11/00
406589702,CN201310073665,Prestressed concrete tubular type wind generating set foundation,"The invention belongs to tower frame foundations supporting wind generating sets, and discloses a prestressed concrete tubular type wind generating set foundation. The prestressed concrete tubular type wind generating set foundation is characterized in that a foundation concrete cushion layer (8) is built on the bottom surface of a base structure bearing pit body with big end up, a tubular type concrete body (1) is arranged on the foundation concrete cushion layer (8), anchor bolts (3) penetrate through the inner portion of the tubular type concrete body (1) up and down, the upper ends of the anchor bolts (3) are connected with template rings (9), the lower ends of the anchor bolts (3) are fixed on bottom rings (4), bottom portion leveling foundation bolts (7) are arranged below the bottom rings (4), and the lower ends of the leveling foundation bolts (7) are connected with the foundation concrete cushion layer (8). The prestressed concrete tubular type wind generating set foundation is good in manufacturability and fast in construction, and aims to overcome the defects of the prior art and improve economic profit.",2013,E02D  27/44
406605787,US201213471762,Floating wind turbine with turbine anchor,The wind turbine 20 includes a wind driven turbine wheel 22 rotatable about a central axis 29 that has sail wings 30 that catch the wind and rotate the turbine wheel 22. An anchor 58 has its anchor line 56 attached to the turbine wheel at its axis of rotation 29 to prevent tilting the wind turbine in response to high wind conditions.,2012,F03D  80/70; F05B2240/95; B63B  21/48; F05B2240/932; F03D   9/00; F03D  13/25; F03D   9/25; Y02B  10/70; Y02E  10/727; Y02P  80/158; F03D   1/02; Y02B  10/30; Y02E  10/721; Y02E  10/725
406631573,EP20120848777,ANCHORING ARRANGEMENT AND A METHOD FOR ANCHORING AND DE-ANCHORING A FLOATABLE UNIT IN WATER,NULL,2012,F03D  11/04; F05B2240/95; B63B  21/50; B63B2021/501; Y02E  10/727; B63B  35/44; B63B2021/505; F05B2240/93; B63B  21/44; F03D  13/25; B63B2035/446
406634895,EP20120850438,A WIND POWER PLANT FOR CONVERTING WIND ENERGY TO ELECTRICAL ENERGY AT SEA,NULL,2012,F03D  13/25; F05B2240/93; Y02E  10/727; F03D  80/00; F03D  11/04; F03D  13/22; F03D   1/02; F05B2240/40; F05B2240/97; F03D  13/10; B63B  35/44; F05B2240/95
406648591,KR20110095877,SYSTEM AND METHOD FOR POWER TRANSMISSION OF SEA WIND FARM,"PURPOSE: A power transmission system of an offshore wind block and a method thereof are provided to stably transmit power with reducing maintenance costs by transmitting power generated from an offshore area to a ground area. CONSTITUTION: A power transmission system of an offshore wind block includes an offshore substation(200), a power transmission ship(300), and a ground substation(400). The offshore substation is located in the offshore wind block in order to store power generated by one or more wind turbines in one or more first energy storage units. The power transmission ship transmits the power stored in the first energy storage unit to a ground area. The ground substation supplies the power supplied from the power transmission ship. [Reference numerals] (AA) Grid;",2011,H02J   7/345; B63B2035/446; H02J   3/386; H01M   2/1005; H02J   7/02; B63B  35/00; H02J   3/00
406651174,KR20110098793,Supporting structure for wind power generation and method of construction thereof,"PURPOSE: A supporting structure for a wind power generator and a construction method thereof are provided to lower an installation cost and to facilitate to install an aquatic wind power generator by the installation space and aquatic space for the generator provided by supporting part shaped into an artificial island. CONSTITUTION: A supporting structure for a wind power generator comprises a foundation part(10) and an artificial island shaped supporting part. The foundation part is installed on the seabed for supporting a structure installed on the top. The artificial island shaped supporting part is mounted on the top of the foundation part and provides an aquatic space(23) for installing and constructing a generator(30) by being exposed on the surface of the sea. The supporting part is made of concrete, forms a space inside, and is a caisson (21) for using as a fixing part by filling a filler (22) inside in order to sink on the seabed.",2011,F03D  11/00; F05B2240/95; F03D  13/22; F03D  11/04; F05B2230/50
406651959,KR20110099912,Wind power generating device using asending flow of cavity formed by buildings,"PURPOSE: A wind power generator using the up-flow of a cavity among buildings is provided to allow a power generating unit supported by a floating body fixed to the buildings to generate electric power with the up-flow generated from the cavity. CONSTITUTION: A wind power generator using the up-flow of a cavity among buildings includes a floating body(1), a power generating unit(2), and a supporting member(3). The floating body is installed at the upper side of the cavity(C) among the buildings(B). The generating unit is supported by the floating body, and generates electric power using the up-flow generated from the cavity. The supporting members between the buildings and the floating body support the floating body.",2011,F03D   3/04; F03D   9/00; Y02E  10/74; F03D  11/04; F03D  13/20; F03D   9/34; F05B2240/90; Y02B  10/70; Y02B  10/30; Y02E  10/465; Y02E  10/70
406653901,KR20110101953,ENERGY MANAGEMENT SYSTEM AND METHOD FOR SHIP AND OCEAN PLANT,"PURPOSE: An energy management system for a ship and a marine plant and a method thereof are provided to reduce the generation amount of carbon dioxide by reducing the usage rate of a power plant. CONSTITUTION: An power generation unit(100) includes a power plant(101), a wind power generation source(105), a solar power generation source(103), a storage battery(107).The power plant generates electric energy by using fuel materials. The wind power generation source generates the electric energy by using wind. The solar power generation source generates the electric energy with solar power. The battery stores and discharges the electric energy. A load power measurement unit(200) measures power usage amount in a load. [Reference numerals] (101) Power plant; (103) Solar power generation source; (105) Wind power generation source; (107) Storage battery; (200) Load power measurement unit; (300) Navigation determination unit; (400) Control unit; (500) New regenerable energy measurement unit; (600) Power distribution unit; (700) Load;",2011,Y02E  10/763; H02J   3/382; H02J   3/46
406654414,KR20110102650,Helideck with wind power generator,"PURPOSE: A helideck equipped with a wind power generator is provided to generate power for marine structures and to enhance the utilization of an idle space. CONSTITUTION: A helideck(100) equipped with a wind power generator comprises top and bottom decks(120), a guide member(118), and a wind power generator. The wind power generator comprises a plurality of first wind power generators(140) installed at the edge of a helideck and a second wind power generator(150) in the center. The first and second wind power generators comprise a blade(141), a main shaft(144), an accelerator(145), and a generator(147). The guide member is shaped into a cross for crossing a wind moving passage(115) between top and bottom decks by the center of the helideck. [Reference numerals] (AA,BB,CC) Wind;",2011,B63B  35/50; F03D  11/02; E01F   3/00; Y02E  10/76; B63B  35/44; F03D   1/02; F03D   9/32; F03D   9/25; B63B2035/446; Y02E  10/72; Y02E  10/721
406658453,KR20110106188,Apparatus for Generation Complex using Wind Power and Wave Power,"PURPOSE: A complex generator using wind power and wave power is provided to improve efficiency of marine renewable energy by comprising continuous and maximized power generation with complex power generation. CONSTITUTION: A complex generator using wind power and wave power comprises a support structure(2), a caisson(20), and a generator(13). The support structure is installed at an upper part of a foundation ground(1) installed in a predetermined height from a sea bottom surface in order to be over a sea level. The caisson is installed at the upper part of the support structure and generates air pressure compressed by wave pressure. The caisson rotates a second turbine(30) with the wave pressure. The generator generates rotatory energy of the second turbine and a first turbine(10).",2011,F03D   9/008; Y02E  10/72; F03D  11/02; F03D  15/00; F03D   9/00; F03D  13/25; F03B  13/12; F03B  13/24; Y02E  10/38; Y02E  10/74; F05B2240/90
406720677,CN201110370237,One-step type lifting system for wind power installation vessel and wind power installation vessel provided with same,"The invention relates to a one-step type lifting system for a wind power installation vessel, and the one-step type lifting system comprises an upper bracket, a lower bracket, a first platform, a second platform, a limiting part, at least three pulley groups, namely a fixed pulley group, a movable pulley group and a guide pulley, a power lifting device and a control device, wherein the lower bracket is suitable for being fixedly arranged on the deck of the wind power installation vessel; the first platform is arranged on the upper bracket; the second platform is arranged between the upper bracket and the lower bracket; the limiting part is arranged on the first platform to fix a wind tower; the fixed pulley group, the movable pulley group and the guide pulley correspond to each other; the power lifting device is arranged to be correlated to the fixed pulley group through the guide pulley to supply lifting power; and the control device is used for controlling the operation of the power lifting device. The invention also relates to the wind power installation vessel provided with the lifting system. The one-step type lifting system disclosed by the invention has the advantages of reasonability in structural design, convenience for operation and control, stability and reliability in working property, and the like; and the one-step type lifting system disclosed by the invention can be used for integrally lifting a wind generation set to an operation sea area and very conveniently lifting the wind generation set to an appointed installation position, thereby outstandingly reducing the operation difficulty, saving the construction cost and enhancing the construction safety.",2011,B66C  23/52; B63B  35/00
406730439,CN201220425850U,Novel float glass production line workshop,"The utility model discloses a novel float glass production line workshop. The novel float glass production line workshop comprises an annealing workshop, a tin bath workshop and a kiln workshop, and is characterized in that the tops and the wall surfaces of the annealing workshop, the tin bath workshop and the kiln workshop are all provided with thermal insulation materials, the heights of the annealing workshop, the tin bath workshop and the kiln workshop are different, a chimney-shaped exhaust port is arranged at the top of the kiln workshop, and a wind power generation device is arranged in the chimney-shaped exhaust port. The novel float glass production line workshop has the advantages of being capable of effectively recycling lost heat in the production process of the float glass and converting the lost heat into electric energy, and improving the utilization rate of energy.",2012,E04H   5/02
406758553,CA20112814639,METHOD OF DYNAMIC ENERGY-SAVING SUPERCONDUCTIVE PROPELLER INTERACTION WITH A FLUID MEDIUM,"In a propeller system a process of dynamic energy-saving superconductive propeller interaction with a fluid medium comprises providing a perforation on the working blade surfaces having the different pressures, with an element possibility of the dynamic fluid medium flow connection between said blade perforations; and modulating a value of said connection of the blade so-called 'breathing surfaces' in dependence on a change of a value of at least one controlled characteristic influencing a dynamic energy efficiency of a propeller process such that a dynamic structure-energetically optimization of said modulated surface-energy interaction is provided.",2011,B64C  11/00; F03D  11/00; B64C  21/02; F15D   1/10; B63H   1/26; F01D   5/147; F01D   5/14; F03D  80/00; F15D   1/008; F15D   1/12; Y02T  50/166; B63H   1/28; B64C  21/025; F01D   5/18; Y02T  70/542
406807810,US201113816009,System and method for generating electrical power from a flowing current of fluid,"A helical turbine is operatively connected to at least one generator system for generating electrical power. System performance is optimized by controlling the operative angle between the longitudinal axis of the turbine and the direction of the current flow and by controlling a pitch ratio of the turbine. A pair of turbines, arranged in V-shape, each at the operative angle from a neutral centerline, provides symmetry and counteracts reactive torque. For wind operations, the V-shape is freely rotatable into the wind. For bi-directional tidal operations, the V-shape is part of a buoyant structure, positioned in the current and anchored to the floor. The structure is fit with control surfaces to ensure the system orientation. In unidirectional currents, one or more turbines can be angled downwardly into the current at the operative angle, elevators ensuring the angle is maintained.",2011,F05B2240/243; Y02E  10/38; F03B  13/26; F05B2240/40; Y02E  10/28; Y02E  10/721; F05B2240/97; E02B   9/08; F03B  13/00; F03B  13/10; F05B2210/16; H02P   9/04; F03B  13/12; F03B  13/264; F03B  17/061; F05B2250/25; F03B  17/06
406818494,ES20090766092T,Estructura de transporte y de instalaciÛn en alta mar de por lo menos un generador eÛlico o un generador subacu·tico y procedimientos de transporte y de instalaciÛn en alta mar de por lo menos un generador eÛlico o un generador subacu·tico,"Estructura (10) para el transporte y la instalaciÛn en alta mar de por lo menos un generador eÛlico o un generadorsubacu·tico que comprende una gÛndola (3) y unas palas (4a) soportadas por un m·stil (2) destinado a montarse enuna base (4) anclada en el fondo marino, caracterizada porque la estructura (10) comprende: - un casco flotante en forma de U (11) provisto de dos ramas laterales (11a) opuestas y paralelas, presentandocada una por lo menos una pata (20) que se puede desplazar verticalmente con respecto al casco (11) en laflotaciÛn mediante mecanismos de desplazamiento (25, 26, 27), y - por lo menos un conjunto de soporte de un generador eÛlico o un generador subacu·tico, que comprende dosgÛndolas (30) opuestas entre sÌ y asociadas a una pata (20) y presentando cada una dos pares de brazos (60, 70),superiores e inferiores, respectivamente, que se pueden desplazar de un modo pivotante alrededor de un ejehorizontal (64) entre una posiciÛn retraÌda y una posiciÛn activa inclinada contra el m·stil (2) del generador eÛlico odel generador subacu·tico, comprendiendo los brazos (61, 62) del par (60) de brazos superiores unos medios (80)de compensaciÛn de los desplazamientos horizontales del casco (11) con respecto al m·stil (2) tras la introducciÛndel mismo en la base (4) y tras la inclinaciÛn del par (70) de brazos inferiores en la posiciÛn retraÌda.",2009,E02B  17/06; E02B2017/0091; E02B  17/0818; B63B  35/00; F03D  13/10; Y02E  10/727; E02B  17/00; B63B  35/003; F03D  13/40; B63B  27/04; F03D  11/04; F05B2240/95
406874089,JP20110215846,"MARINE STRUCTURE, AND INSTALLATION STRUCTURE AND INSTALLATION METHOD OF THE SAME","PROBLEM TO BE SOLVED: To provide a marine structure capable of easily adjusting a characteristic frequency, increasing an attenuation factor, reducing cost with a simple structure, and reducing affections of wave energy and tidal current energy, and useful as a support stand for an ocean wind power generator.SOLUTION: A solid obtained by twisting a truncated polygonal pyramid which is widened toward its lower part and narrowed toward its upper part around its central axis L is defined as a virtual basic shape, and a linear leg material 2 is arranged along each of the respective oblique ridge lines of the solid. Thereby, a center line S or its extended line of each leg material is configured so as to come into contact with a virtual cylinder with the central axis L of the solid as a center, the leg materials 2 are interconnected by a joint member 20 in the vicinity of a contact between the virtual cylinder and the center lines of the leg materials, and a region below the disposed joint member and surrounded by the leg materials is secured as an open space 5.",2011,E02D  27/42; Y02A  10/15; E02B   3/06; E02D  27/52
406876555,JP20120542231,?????????????,NULL,2010,F03B  13/10; F03D   9/00; F03D   9/007; F05B2240/95; F03B  13/264; F03B  17/061; F03D   9/30; F05B2240/40; Y02E  10/72; F03B  13/20; F03D   9/008; F03D  13/25; F05B2240/93; Y02E  10/28; F03B  13/26; Y02E  10/38; F03B   3/04; F03B  13/22; H02S  10/12
406876562,JP20120543050,?????????,NULL,2010,B63B  35/4413; F03D  13/22; F05B2240/93; F03D  13/25; Y02E  10/727; F03D   9/00; F03D  11/04; F05B2240/95
406885010,AU20110321028,High efficiency propeller blade with increased pressure side surface,"Said invention is related to a propeller used in aircraft/sea vessels, pumping systems, wind and hydraulic turbines and to propeller blades (13) which are distributed around propeller (10) hub (11) and positioned so as to set an angle with the axis (x) of propeller hub (11), to a concave curvilinear contact surface (13.3) formed on the suction side (a) of said blades (13) that push water and to a convex outlet surface (13.4) which follows this concave surface (13.3) and is shorter than said concave surface (13.3).",2011,Y02T  70/542; B63H   1/26; B64C  11/18; F05B2240/30; F01D   5/14; F04D  29/181; F04D  29/38; Y02E  10/721; F04D  29/384
406924429,CN201110397470,Lifting equipment,"The invention provides lifting equipment which is sued for installing offshore wind power generation set. The lifting equipment comprises a crane, two bottom beams are overhung on the same side of a base of the crane, a space for accommodating lifted articles is arranged between the two bottom beams, and connection devices for connecting the bottom beams and the lifted articles and clamping devices for clamping the lifted articles are arranged on the bottom beams. The crane can climb on the lifted articles and can progressively lift the lifted articles so as to break through the technical limit that the height of the lifted articles is smaller than that of the self height of the crane in the prior. Compared with the prior art using a large offshore lifting ship to lift the large offshore wind power generation seat, the lifting equipment is low in cost, convenient to construct and high in installation efficiency.",2011,Y02E  10/72; F05B2230/61; B66C  23/62; F03D  13/10; B66C  23/28; Y02P  70/523
406927577,CN201110397336,Floating support device and wind generating set,"The invention provides a floating support device and a wind generating set. The floating support device comprises a main floating box, auxiliary floating boxes and a plurality of anchor chains. The auxiliary floating boxes are evenly and fixedly distributed on the periphery of the main floating box. One end of each anchor chain is connected with the main floating box and the auxiliary floating boxes. The other end of each anchor chain is used for connecting with seabed. The upper end portion of the main floating box is provided with a connecting portion which is used for connecting with a tower tube of the wind generating set. The main floating box and the auxiliary floating boxes are capable of providing support for the wind generating set. Due to selection of materials and the sizes of the main floating box and the auxiliary floating boxes, adjustment of set number of the auxiliary floating boxes and the like, the floating support device and the wind generating set has the advantages of being capable of floating on a deepwater sea area where the depth of water is more than 60 meters and even reaches 1000 meters, wide in application sea area, and capable of enabling offshore wind energy to be conveniently developed and applied.",2011,F03D   9/00; Y02E  10/72; B63B  35/44
406935951,CN201180044901,Magnus rotor with balancing weights and method for balancing a body of revolution,"The invention relates to a Magnus rotor comprising a cylindrical body of revolution for converting wind power into a feed force using the Magnus effect. The Magnus rotor comprises: a rotational shaft about which the body of revolution rotates; a support member on which the body of revolution is mounted; and a body of revolution which has means for the reinforcement thereof. The body of revolution is primed in at least two planes arranged at a mutual spacing in the axial direction perpendicular to the rotational shaft of the body of revolution in order to accommodate balancing weights. The invention further relates to a method for balancing a body of revolution according to the invention, said body being rotated by means of a drive motor inside the Magnus rotor, imbalances of a body of revolution of the Magnus rotor in at least two axially offset planes perpendicular to the rotational shaft of the body of revolution being detected, and corresponding balancing weights being attached to reinforcing means in the respective planes.",2011,Y02T  70/58; B63H   9/02; F03D   3/067; F03D   7/0296; F03D   3/005; F03D  13/35; Y10T  29/49316
406944244,CN201220621164U,Integral manufacturing mould for root-end reinforcing layer of wind turbine blade,"The utility model relates to the field of wind turbine blades and in particular relates to an integral manufacturing mould for a root-end reinforcing layer of a wind turbine blade. The integral manufacturing mould comprises a mould and a blade upper housing without a reinforcing layer, wherein the mould is used for forming the blade; and the blade upper mould without the reinforcing layer is used for pre-curing. The integral manufacturing mould is characterized by further comprising an inner supporting frame with a notch, a vacuum bag film and a reinforcing layer, wherein the vacuum bag film and the reinforcing layer are paved on the inner supporting frame in sequence; flat seams of the cloth layer are formed in the notch of the inner supporting frame; and the inner supporting frame is hung on at the root end of the lower mould. According to the integral manufacturing mould for the root-end reinforcing layer of the wind turbine blade disclosed by the utility model, the reinforcing layers at the root ends of the upper half mould and the lower half mould of the blades are co-filled, so that the mould seams are prevented from being closed, and the strength of the root end is high.",2012,B29C  70/54; B29C  33/00
406945627,CN201220561751U,Novel bottom-supported marine wind turbine mounting barge,"The utility model relates to a novel bottom-supported marine wind turbine mounting barge. The novel bottom-supported marine wind turbine mounting barge comprises a boat body capable of sinking or floating, wherein the boat body comprises a deck and a boat bottom; the boat bottom which can sink when water is injected into the boat bottom or can float when water is drawn; a deck chamber and a crane are arranged on the deck; and the crane is fixed on a horizontal device capable of adjusting the horizontal position of the crane. The utility model aims to overcome the defects in the prior art and provide the novel bottom-supported marine wind turbine mounting barge which is simple in structure, low in manufacturing cost and suitable for bad coastal geological conditions, intertidal zone and water depth not exceeding the height of the upper deck.",2012,B63B  35/00
406948460,CN201220564584U,Cup-shaped concrete foundation of wind power generation tower,"The utility model discloses a cup-shaped concrete foundation of a wind power generation tower, which comprises a concrete cushion layer, wherein a cup-shaped concrete pier with a wide upper part and a narrow lower part is arranged on the concrete cushion layer; prestressed anchor rods are arranged in the cup-shaped concrete pier in a vertical direction; and the upper ends of the prestressed anchor rods are directly connected with the wind power generation tower. With the adoption of the cup-shaped concrete pier structure, side push resistance of soil, a foundation structure and deadweight of buried filling soil are utilized; a contact area between the top end of the cup-shaped concrete pier and a soil body is increased; and the cup-shaped concrete foundation has the characteristics of high load resistance, good stability and low construction cost.",2012,E02D  27/42; E02D  27/44
406948461,CN201220564971U,Wind power generation tower foundation combining reverse frustum with free-standing column,"The utility model discloses a wind power generation tower foundation combining a reverse frustum with a free-standing column. The wind power generation tower foundation comprises a concrete cushion, wherein the concrete free-standing column is arranged on the concrete cushion; the concrete reverse frustum is arranged on the concrete free-standing column; pre-stressed anchors are vertically arranged in the concrete free-standing column; and the upper ends of the pre-stressed anchors are directly connected with a wind power generation tower. A form that the concrete reverse frustum is combined with the concrete free-standing column is adopted, and the lateral thrust resistance of soil, a foundation structure, and the deadweight of buried filling soil are utilized for resisting the working load produced by the wind power generation tower; the horizontal displacement and the limit load of the foundation bottom are reduced by increasing a contact area between the concrete reverse frustum and a soil body; and the wind power generation tower foundation has the characteristics of high load resistance, good stability and low construction cost.",2012,E02D  27/42
406950088,CN201220717511U,Marine energy source comprehensive utilization system,"The utility model discloses a marine energy source comprehensive utilization system comprising a windmill, a wave energy conversion device and an ocean current conversion device. The wave energy conversion device comprises a plurality of top-closed and bottom-opened pontoons arranged around the windmill, each pontoon is fixedly connected with a standing rod fixed at the bottom of the sea, the pontoons are connected with one another through connecting pipes arranged on side walls of the pontoons, each of two tops of the pontoons are provided with one air hole, one-way air vent valves opposite to one another are respectively arranged on air holes, one of the one-way air vent valves is only for air sucking, the other one of the one-way air vent valves is only for air discharging, an air turbine is arranged at the top end of the air discharging pontoon, and power synthesis can be realized from an output shaft of the air turbine and an output shaft of the ocean current conversion device through a gear system, so that a generator can be driven to generate electricity. The marine energy source comprehensive utilization system can comprehensively utilize ocean wind power, wave power and ocean current power to generate electricity, can realize electric power complementation under complex environment, can guarantee power output stability, and is good to synchronizing. Furthermore, the wave energy conversion device can reduce impacts from waves to towers and turbulivity of ocean currents.",2012,F03B  13/24; F03D  11/00; Y02E  10/38; F03D   9/02; Y02E  10/72
406950106,CN201220717845U,Deep-sea energy comprehensive utilization system,"The utility model discloses a deep-sea energy comprehensive utilization system which comprises a wind turbine, a temperature difference energy generating set, a wave energy utilization device and an ocean current energy utilization device. The temperature difference energy generating set comprises a flash evaporator, a working medium circulating unit and a power generator, liquid working media in the working medium circulating unit are delivered to an evaporation heat exchanger by a working medium pump, absorb heat in the evaporation heat exchanger, and are turned into unsaturated gas, the unsaturated gas pushes a turbine to apply work, then flows into a condensation heat exchanger and is condensed to form liquid, and the liquid flows to the working medium pump; the upper end of a tower column in the ocean current energy utilization device is fixedly connected to the bottom of a floating platform, and a water turbine is arranged at a position close to the lower end of the tower column and drives the working medium pump; the wave energy utilization device comprises a plurality of floater power units, the floater power units are positioned below the floating platform and are close to a sea surface, a water inlet of at least one floater power unit I is communicated with surface seawater, and a water outlet of at least one floater power unit I is communicated with an inlet of the flash evaporator; and a water inlet of at least one floater power unit II is communicated with deep seawater by a pipeline, and a water outlet of at least one floater power unit II is communicated with an inlet of the condensation heat exchanger.",2012,F03D   9/00; Y02E  10/34; Y02E  10/725; F03B  13/26; Y02E  10/28; F03B  13/14; F03G   7/05; Y02E  10/38
406993681,US201213487114,System for conversion of wave energy into electrical energy,"The disclosure provides a device for converting wave motion into electricity, and methods of using the devices for generating electricity. The disclosure also provides a power generation device that includes a water blanket having a plurality of pods arranged in a grid for floating on the surface of a body of water. In one example, ball joints and hydraulic cylinders couple each of the pods to adjacent pods. Motors are coupled to the hydraulic cylinders such that a flow of hydraulic fluid created by expansion and compression of the cylinders due to movement of the pods causes rotational motion in the motor. Generators are coupled to respective motors to generate electricity from the rotational motion of the motors. Power from the ocean blanket can be supplemental with wind turbines, water paddles, water turbines, and solar cells.",2012,F03D   9/007; F03B  17/06; H02S  10/12; F03B   3/04; F03B  13/12; F03B  13/26; F05B2240/40; F05B2240/93; Y02E  10/28; Y02E  10/38; F03B  17/061; F03D   9/00; H02P   9/04; Y02E  10/72; F03B  13/10; F03B  13/264; F03D   9/008; F05B2240/95; F03B  13/20; F03D  13/25
406995402,US201313753942,Method for planarizing unevenness of the seabed,"At a location where unevenness 1000 is present, the condition of a seabed 200 is investigated in advance to examine the respective numbers of large filter units 51 and small filter units 52 to be used, and the position where the large filter units 51 and the small filter units 52 are to be installed. Based on the investigation result, the small filter units 52 are installed on the bottom of the unevenness 1000. The large filter units 51 are installed on the upper surface formed by the installed small filter units 52, and are leveled so that the upper surface formed by the installed large filter units 51 becomes flush with the seabed 200.",2013,H02G   9/025; E02D  27/42; F03D  13/22; F16L   1/16; Y02E  10/727; E02D  27/52; F16L   1/12; E02B2017/0091; F05B2240/95; H02G   1/10; E02D  15/10; E02B2017/0039
406995480,US201113816794,Variable-pitch propeller or repeller,"In the case of a variable-pitch propeller or repeller according to the invention, the pitch-adjusting device is arranged in the hub and formed in such a way that it allows only a numerically limited number of different blade pitches, preferably just two blade pitches, for which purpose the pitch-adjusting device comprises an electrical drive device, for moving the blades from a first blade pitch to a second of the numerically limited number of blade pitches, and an electrically actuable locking device, for locking the blades in the numerically limited number of different blade pitches.",2011,F01D   7/00; Y02E  10/721; B63H   3/06; F03D   7/02; F03D   7/0224; F05B2260/79; F05B2210/16; Y02E  10/723
407013239,JP20120547012,?????,NULL,2010,F03D  11/04; F03D  13/25; Y02E  10/727; F03D  15/00; F03D  80/00; F03D  80/82; F03D  80/70; Y02E  10/723; F03D   7/0204; F03D  11/02; F03D  15/10
407072272,ES20080012310T,DisposiciÛn para la estabilizaciÛn de una cimentaciÛn flotante,"DisposiciÛn para la estabilizaciÛn de una cimentaciÛn (3) flotante, - en la que la cimentaciÛn (3) est· fijada con un conjunto de cables (5) de amarre, - en la que las primeras terminaciones de los cables (5) de amarre est·n unidas a la cimentaciÛn (3) en unadeterminada posiciÛn (4), mientras que la determinada posiciÛn (4) est· ubicada por debajo de la lÌnea deflotaciÛn (WL), - en la que las segundas terminaciones de los cables (5) de amarre est·n unidas al fondo (6), - en la que primeras terminaciones de un segundo conjunto de cables (17) de amarre est·n unidas a lacimentaciÛn (3) cerca de o en su extremo inferior, - en la que un contrapeso (7) est· ubicado en el extremo inferior de la cimentaciÛn (3), - en la que las segundas terminaciones del primer conjunto de cables (5) de amarre est·n unidas al fondomediante anclajes (6), y caracterizada porque - la cimentaciÛn (3) est· dispuesta para soportar una turbina (1) eÛlica montada sobre una torre (2), - las segundas terminaciones del segundo conjunto de cables (17) de amarre tambiÈn est·n unidas alfondo, - las segundas terminaciones del segundo conjunto de cables (17) de amarre tambiÈn est·n unidas al fondomediante los mismos anclajes (6).",2008,F05B2240/93; Y02E  10/727; B63B  22/04; B63B2035/446; B63B  35/44; B63B2035/442; F03D  13/25; B63B  21/50; B63B  22/00
407081365,SE20110051082,Ett vindkraftverk fˆr konvertering av vindenergi till elektrisk energi till havs,NULL,2011,F03D  13/10; F03D  13/25; F05B2240/93; B63B  35/44; F05B2240/95; F03D  11/04; F05B2240/97; F03D  13/22; F05B2240/40; F03D   1/02; Y02E  10/727
407081368,SE20110051086,"Fˆrankringsarrangemang fˆr fˆrankring av en flytbar enhet ivatten, metod fˆr fˆrankring av en flytbar enhet i vatten och anv‰ndning av ett fˆrankringsarrangemang",NULL,2011,B63B2021/501; Y02E  10/727; B63B  35/44; B63B2021/505; F05B2240/93; B63B  21/50; F03D  13/25; B63B2035/446; F03D  11/04; F05B2240/95
407085321,CN201310079434,"Separated hoisting device of offshore wind turbine generator, and installation method","The invention relates to a separated hoisting device of an offshore wind turbine generator, and an installation method. The separated hoisting device comprises an offshore wind power foundation platform, a transfer platform, a plurality of combinable tower cylinders, an engine room, a wheel hub, blades, a tower cylinder self-lifting crane and a floating crane boat, wherein the offshore wind power foundation platform is provided with a base tower cylinder; the floating crane boat can be loaded with the plurality of combinable tower cylinders, the transfer platform, the engine room, the wheel hub, the blades and the tower cylinder self-lifting crane and is installed on the offshore wind power foundation platform by a floating crane; the transfer platform is arranged between the offshore wind power foundation platform and the floating crane boat and used for transferring and placing mounting components; the tower cylinder self-lifting crane is used for connecting the plurality of combinable tower cylinders to the base tower cylinder and vertically moves along the mounted tower cylinders; the engine room, the wheel hub and the blades are also mounted on the tops of the combined tower cylinders by hoisting of the tower cylinder self-lifting crane.",2013,F03D  11/04; B66C  23/52
407094116,CN201180046788,Device for boat propulsion or energy production,"Propulsion device for boats or device or energy production comprising: a first track (6a) a second track (6b); driving wheels (3a-d) each having a peripheral surface (4) comprising a friction device (5) rotatably arranged in at least one frame (2), wherein the first track (6a) is arranged in contact with the friction devices (5) at a first set of driving wheels (3a, b), the second track (6b) is arranged in contact with the friction devices (5) at a second set of driving wheels (3c, d), such that the tracks move with the same speed as the peripheral surface of the rotatable driving wheels where the track is in contact with the friction devices when the driving wheels rotate; a plurality of shovel rollers (7a-d) each comprising a first (8a) and a second end (8b) and between the ends a device (9) with an outer periphery, wherein the first ends (8a) of the shovel rollers are arranged in the first track (6a) and the second ends (8b) of the shovel rollers are arranged in the second track (6b) such that the shovel rollers move with the tracks in relation to the structure when the driving wheels rotate, wherein the device further comprises a flat continuous carpet-like device (10) with side-ends (11) which is arranged between the first and second sets of driving wheels and abutting the outer periphery of the shovel rollers (7a-d); that the carpet-like device forms a shovel surface (13) between two of the shovel rollers (7a-d), and that the formed shovel moves in relation to the frame when the shovel rollers (7a-d) move in relation to the frame.",2011,B63H   5/02; F03B  17/06; Y02B  10/30; B63H   1/04; B63H   5/03; F03B  13/18; F03D   5/02; Y02E  10/28; F03B   9/00; F03B  17/068; F03B  17/066; F03D   5/00
407103985,CN201220538130U,Special barge suitable for bulk transportation of shallow sea area wind power plant infrastructure and equipment,"The utility model discloses a special barge suitable for bulk transportation of shallow sea area wind power plant infrastructure and equipment. The special barge suitable for bulk transportation of shallow sea area wind power plant infrastructure and equipment comprises a deck, a positioning anchor, a sailing anchor, a tower drum erect transportation support, a blade stacked support, a tackle special for erection of a single tubular pile and a traction winch. The positioning anchor and the sailing anchor are fixed below the deck. The tower drum erect transportation support is fixed on one side of the deck, the other side of the deck is fixed with the blade stacked support, and the deck is further fixed with the tackle special for erection of the single tubular pile. Two ends of the tackle special for erection of the single tubular pile are both connected with the traction winch. The special barge suitable for bulk transportation of shallow sea area wind power plant infrastructure and equipment has the advantages by improving efficiency of transportation and construction, reducing risks of transportation and construction and costs, and being adaptive to requirements of large-scale construction of domestic offshore wind plants and quick development of fan machine types.",2012,B63B  35/28
407103986,CN201220674076U,Truss type offshore wind turbine mounting barge capable of sitting on bottom,"The utility model discloses a truss type offshore wind turbine mounting barge capable of sitting on a bottom. The barge comprises a hull capable of floating or submerging to sit on the bottom through a ballast water system arranged therein; in a non-operating state, the ballast water system drains ballast water in a hull sump to float the whole hull through a water pump; during operation, the ballast water system fills water into the hull sump through the water pump to submerge the hull down to the seabed; a deck platform arranged above the hull is integrally connected with the hull through a steel truss structure; a deck house is arranged on the deck platform; a perpendicular elevator is used for communicating the deck platform with the hull; and a crawler crane for hoisting is fixed on the deck platform. The utility model aims at providing the truss type offshore wind turbine mounting barge capable of sitting on the bottom, which has the advantages of simple structure and lower manufacturing cost, and is suitable for the sea area operation in coastal areas where the silt seams are thick, and intertidal zones and the water depth are lower than the deck height of an upper hull.",2012,B63B  35/28; Y02B  10/30; Y02E  10/727
407106417,CN201220694117U,Automatic side slope drainage system,"The utility model provides an automatic side slope drainage system which comprises an energy storage device, a trigger device and a drainage device, wherein the energy storage device comprises a water storage tank, an energy storage tank, a water outlet pipe and a water stop plug; the trigger device comprises a suspending cylinder, a rigid floating lever, guide cylinders, an elastic connecting rope, a guide lever, a floating ball and a rigid pressure lever; and the drainage device comprises a water pumping pipe and a drainage pipe. The system is placed at the upper part of a water collecting hole of a side slope step; when a water level in the water collecting hole reaches a designed automatic drainage starting water level, the trigger device is started, the water stop plug is opened, and stored water in the energy storage tank flows into the drainage pipe; and when the drainage pipe is filled with the stored water, and the water stop plug is closed, syphonage is generated in the system, accumulated water in the water collecting hole is drained to the lower part of a side slope through the water pumping pipe and the drainage pipe. The system is simple in structure, simple in dewatering construction and management, low in cost and good in drainage effect, does not require electric energy, solar energy, wind energy and the like, has no precise components or wearing parts, and has good adaptability to dewatering of various side slopes.",2012,E02D   3/10; E02D  17/20
407106437,CN201220538904U,Multi-pile embracing device suitable for offshore wind turbine multi-pile foundation construction,"The utility model discloses a multi-pile embracing device suitable for offshore wind turbine multi-pile foundation construction. The multi-pile embracing device suitable for the offshore wind turbine multi-pile foundation construction comprises a support seat, a fixed arm, a rotary arm, foundation piles, a pile-embracing component and hydraulic jacks, wherein one end of the fixed arm is horizontally fixed on the support seat, the other end of the fixed arm is connected with one end of the rotary arm, the other end of the rotary arm is fixed on the pile-embracing component, and the pile-embracing component is vertically sleeved on the foundation piles. The pile-embracing component comprises an upper pile-embracing device, a lower pile-embracing device and a pile-embracing device support frame, wherein the hydraulic jacks are evenly fixed along the circle of the upper pile-embracing device and the lower pile-embracing device. By means of the multi-pile embracing device suitable for the offshore wind turbine multi-pile foundation construction, a plurality of the foundation piles can be knocked through one ship position, the efficiency of the offshore construction is largely improved, the cost of the offshore construction is lowered, the adjustment effect is obvious, and the operation is quite convenient.",2012,E02D   7/14; E02D  27/44
407107856,CN201220364158U,"Speed-adjustable, safe, intelligent, high-power and vertical-axis windmill sail","Disclosed is a speed-adjustable, safe, intelligent, high-power and vertical-axis windmill sail. Brand-new improvement is carried out on working principles and the structure of a conventional vertical axis windmill. The problems of no moment, low efficiency and difficult speed control at over speed in an existing vertical-axis windmill blade, and the problem of low wind power utilization efficiency in a current widely-applied horizontal-axis windmill are solved. The speed-adjustable, safe, intelligent, high-power and vertical-axis windmill sail is composed of a plurality of intelligent blades which can carry out compound motion, working moment is obtained through the technical scheme of reducing the areas of the blades which do not work, and the wind power utilization efficiency is greatly improved. When a storm comes, by applying the principle of reducing the working area of the working movable blades of the windmill, wind loads of the blades on two sides are removed, and safety of the windmill sail is guaranteed. The speed-adjustable, safe, intelligent, high-power and vertical-axis windmill sail has the advantages that the wind power utilization efficiency is higher than that of the horizontal-axis windmill; the total power of the single windmill is increased through increasing blade combination; a wind alignment device is not needed, and the speed-adjustable, safe, intelligent, high-power and vertical-axis windmill sail is suitable for power generation of marine wind power, platforms and ships, and power of marine ship sails; and through speed regulation or halt of the intelligent blades, the safety of the windmill sail is guaranteed.",2012,Y02E  10/74; F03D   3/06
407107874,CN201220652511U,Improved structure of offshore wind turbine jacket basic platform,"The utility model discloses an improved structure of an offshore wind turbine jacket basic platform. One or more placing chambers and/or resting chambers is/are constructed on the offshore wind turbine jacket basic platform. One or more outer picking platforms is/are arranged on the offshore wind turbine jacket basic platform. One or more electric device placing chambers and/or a maintenance device temporary placing chambers is/are established on the outer picking platforms according to requirements. The electric device placing chamber or the maintenance device temporary placing chamber of the outer picking platform is provided with one or more cranes according to requirements. A hatch used for enabling the crane hanging a heavy article to pass through is opened in the electric device placing chamber or the maintenance device temporary placing chamber. The improved structure of the offshore wind turbine jacket basic platform is large in space, good in maintainability, convenient to hang and repair and good in heat dissipation and fireproof property.",2012,F03D  11/00; Y02B  10/30
407114140,CN201220702764U,Back-up power source charging device of pitch system of wind generating set,"The utility model discloses a back-up power source charging device of a pitch system of a wind generating set. The back-up power source charging device comprises a lead acid battery, a charging circuit, an EMI filter, an auxiliary power source, a current collection device, a voltage collection device, a temperature collection device, a PWM drive circuit and an MSP430 chip. Signals collected by the current collection device, the voltage collection device and the temperature collection device are transmitted to the MSP430 chip, the signals are transmitted by the MSP430 chip to the PWM drive circuit, the signals are transmitted by the PWM drive circuit to the charging circuit, the signals are transmitted by the EMI filter to the charging circuit and the auxiliary power source, and then the signals are transmitted by the auxiliary power source to the MSP430 chip. Variable voltage and variable current wave type positive and negative zero pulse currents are employed, a pulse current amplitude and the frequency of PWM signals are both stable, a PWM duty ratio is adjustable, more electricity can be charged within a short period of time, and internal resistance is prevented from increasing due to long-time float charging. Moreover, the back-up power source charging device is capable of protecting a battery pole plate and improving charging acceptance of a storage battery.",2012,H02J   7/00
407114190,CN201220603890U,Wind and diesel auxiliary marine photovoltaic generating device,"A wind and diesel auxiliary marine photovoltaic generating device relates to the photovoltaic generating field. A solar module array, a wind generation system and a diesel engine generation system are respectively and electrically connected with a DC input end of a controller, a storage battery is electrically connected with a storage battery connecting end of the controller, the controller is provided with a first DC output end and a second DC output end, the second DC output end is electrically connected with a DC input end of an inverter, the inverter is provided with an AC output end, and the whole device is provided with an AC output end and a DC output end. Electricity using problems of ships can be solved, green and clean renewable solar energy can be adopted as generating energy, the use of diesel oil and gasoline with severe pollution and increasing shortage can be reduced, wind energy and diesel oil power can be adopted as an auxiliary power generation system under special climate statuses, electricity using stability of users can be guaranteed, the system is provided with an AC and DC double channel power supply system, and electric energy losses caused during the converting process of AC and DC can be reduced.",2012,H02J   7/00; Y02B  10/72; H02J   9/06; Y02E  10/766; Y02E  10/566
407123509,CA20102816509,COMPOSITE ROTOR BLADE HAVING WEIGHTED MATERIAL FOR MASS BALANCING,"A rotor blade for an aircraft includes a composite portion having fiber-reinforced resin material, the composite portion having an outside surface that forms at least a partial airfoil shape. The weighted portion includes a plurality of weighted material layers and a plurality of fiber-reinforced resin material layers. Weighted material is configured to be compatible with and integrated into composite manufacturing processes used to fabricate the rotor blade. The weighted portion has a higher density than the composite portion and positioned to produce desired mass balance characteristics of the rotor blade.",2010,F03D   1/06; B64C  27/473; B64C2027/4736; B64C  11/16; B64C  11/26; F01D   5/14; B29C  70/30; B29L2031/085; B63H   1/26; Y10T 428/24992; B63H   7/02; F16F  15/32; F03D  11/02; B64C  27/008; B64C  27/46; F03B   7/00; F04D  29/38; Y02E  10/721; Y02P  70/523
407296027,CN201180049024,"Ship for installing offshore wind turbines, and method for installing offshore wind turbines using same","Provided are a ship for installing offshore wind turbines and a method for installing offshore wind turbines using the ship, whereby wind turbines can be installed by simple operations when pre-assembled wind turbines are transported and installed at sea. In the ship for installing offshore wind turbines (1), multiple wind turbines (3), each obtained by assembling a tower (5), a nacelle (7) and rotor blades (9), are loaded side-by-side in the longitudinal direction of the hull, the ship is towed or self-navigated to an area of sea where the wind turbines are to be installed, and the wind turbines (3) are installed on pre-installed foundations. The ship for installing offshore wind turbines (1) is provided with a handling apparatus (16) that travels in the longitudinal direction of the hull, and holds and lifts the tower (5) of a wind turbine (3). When installing a wind turbine (3) on a foundation, the handling apparatus (16) travels to the foundation positioned at the rear of the hull while holding and lifting the tower (5) of the wind turbine (3), and installs the wind turbine (3) on the foundation.",2011,F03D   9/00; Y02E  10/726; B66C   1/108; Y02E  10/727; B63B  35/00; B63B  35/003; B66C   5/02; F03D  13/40; F05B2240/95
407303520,CN201220586569U,Wind power shipping weigh anchor mechanism,"The utility model belongs to the technical field of shipping, and particularly relates to a wind power shipping weigh anchor mechanism. The technical scheme includes that the wind power shipping weight anchor mechanism comprises blades, a wind power generator, a controller, a direct current dynamo, cables, a winding reel, an anchor line and an anchor, wherein the wind power generator is provided with the blades, the wind power generator is connected with the controller through a cable, and the controller is connected with the direct current dynamo through a cable. A motive power port of the direct current dynamo is connected with the winding reel which is provided with the anchor line, and the tail end of the anchor line is connected with the anchor. Due to the fact that an ordinary power supply device is refitted to the wind power generator, the wind power generator has the advantages of being energy-saving and environment-friendly. The wind power shipping weigh anchor mechanism capable of utilizing the wind power at sea is provided.",2012,B63B  21/22; Y02E  10/725; F03D   9/00
407306302,CN201220736342U,Reinforced concrete support structure,"The utility model relates to the technical field of wind power generation, in particular to a reinforced concrete support structure. The problems that a reinforced concrete support structure is large in overall weight and cracks early when bearing service load in the prior art are solved. The reinforced concrete support structure comprises a foundation slab and a tower drum arranged on the foundation slab, and further comprises a plurality of prestressed cables. Each prestressed cable penetrates through the wall of the tower drum, one end of each prestressed cable is anchored at the top end of the tower drum through an anchorage device, the other end of each prestressed cable is fixed in the foundation slab, and the number of the prestressed cables is not less than 6.",2012,E02D  27/42; E04H  12/16; E04H  12/22
407306990,CN201220570928U,Marine synchronous belt type wind generator,"The utility model discloses a marine synchronous belt type wind generator. The marine synchronous belt type wind generator is characterized in that synchronous belts are arranged on two synchronous pulleys and provided with a plurality of fan blades, wind blows the fan blades to drive the synchronous belts and the synchronous pulleys to rotate, and the synchronous pulleys drive a generator shaft so that multilayer disc permanent magnet generators generate electricity. The two synchronous pulleys drive two groups of the multilayer disc permanent magnet generators, two groups of the multilayer disc permanent magnet generators are transmitted through V-type belts to drive a plurality of the parallel multilayer disc permanent magnet generators, and therefore power of the wind generator is increased manyfold. The marine synchronous belt type wind generator has the advantages of being high in power, small in size, small in height and the like.",2012,H02K   7/18; F03D   5/02; Y02E  10/725; F03D   9/00; Y02E  10/70
407306993,CN201220672870U,Multi-wind wheel electricity generation direction change device,"The utility model discloses a multi-wind wheel electricity generation direction change device. The multi-wind wheel electricity generation direction change device comprises a floating chassis, generators, multiple groups of wind wheels and a speed change and direction change device, wherein a unilateral direction change device and a bilateral direction change device are arranged on the floating chassis, the bilateral direction change device is connected with one set of the generators, the unilateral direction change device is composed of a vertical direction change device and a level direction change device, power pulling bars are connected on the tail end portions of the wheel axles of the wind wheels, the pulling bars are connected with the vertical direction change device, one end of the level direction change device is connected with an input shaft of the set of the generators, the other end of the level direction change device is connected with the power pulling bars, one end of the bilateral direction change device is connected with the input shaft of the set of the generators, the other end of the bilateral direction change device is connected with a linkage wheel shaft, the linkage wheel shaft is connected with the bilateral direction change device through a direction change device pushing rod, the direction change device pushing rod is connected between the unilateral direction change device arranged on a connecting shaft and the bilateral direction change device arranged on the connecting shaft, and a power source received by the floating chassis is connected with the other set of the generators through a one-way wheel pushing rod and a speed changer. The multi-wind wheel power generation direction change device is high in power generating efficiency, capable of using all the wind power in a swept surface, and simultaneously capable of converting the natural floating thrust of sea waves and water into power.",2012,F03D   9/00; Y02E  10/72; F03B  13/12
407307114,CN201220656919U,Floating type wind power pumping device,"The utility model discloses a floating type wind power pumping device. The floating type wind power pumping device comprises a floatable carrier, a vertical supporting frame and a transmission shaft, wherein a rotating blade group is rotatable and is pivoted at the top end of the vertical supporting frame; a layered booster-type pumping impeller group is arranged below the carrying table of the floatable carrier; and the layered booster-type pumping impeller group comprises at least two round actuating cylinders, a unit blade rotor contained in each round actuating cylinder, a telescopic vane plate annually arranged on each unit blade rotor, the water inlet of a communicating pipe for communicating the upper and lower layers of adjacent round actuating cylinders, and a water outlet pipe. When the floating type wind power pumping device rotates windward by using blades arranged on the rotating blade group, the transmission shaft is linked to drive each unit blade rotor to operate; the telescopic vane plates guide sea water into the round actuating cylinders from the water inlet, and the sea water is discharged through the communicating pipe and the water outlet pipe to complete the flow of pumping and guiding sea water, so that the defect that the pumping efficiency is influenced by loss of power generation benefits when a power consuming water suction pump is adopted can be effectively avoided, and the purposes of improving the pumping efficiency, saving energy sources and meeting the demands of modern environmental friendliness and energy conservation are achieved.",2012,Y02P  80/158; Y02A  20/18; Y02E  10/725; F03D   9/00; F04C  11/00
407340963,US201113811158,"Working system for floating structure, floating structure, working ship, and working method for floating structure","A working system includes a floating type floating structure, and a working ship configured to perform at least installation or maintenance of the floating structure. The floating structure has a column section whose peripheral surface is located at a waterline when the floating structure is floating, a ballast section arranged below the column section and a flange section arranged at an intermediate portion of the column section. The working ship has a gripping section capable of engaging with the flange section, and a raising/lowering device configured to raise and lower the floating structure.",2011,B63B   1/048; B63B  35/003; B63B2035/446; F05B2240/95; F03D  13/25; B63B  35/00; F03D  13/10; B63B2035/442; F03D   1/00; F03D  11/04; F03D  80/50; Y02E  10/727; B63B  43/06; B63B  75/00; B63B2001/044; B63B  35/44
407342375,US201113331027,Method and system for noise-controlled operation of a wind turbine,"A method for noise-reduced operation a wind is provided. The method includes determining a wind speed during normal operation of the wind turbine and determining a weighted rotor speed setpoint for a rotor of the wind turbine so that a noise emission of the wind turbine for the wind speed is reduced compared to nominal noise emission of the wind turbine at the wind speed. Using the weighted rotor speed setpoint, a torque setpoint for a power conversion assembly connected to the rotor is determined. The torque setpoint is applied to the power conversion assembly to control the wind turbine.",2011,G05D  17/00; B63H   7/00; F03D   7/0224; F03D   7/0296; F05B2270/32; G05B  13/00; G05D  11/00; H02P   9/007; F03D   9/00; H02P   9/04; H02P2101/15; Y02E  10/723; B63H   3/00; B64C  11/30; F03B   3/12; F03D   7/02; G05B  15/00; F01D   7/00; G05D   3/12; F03D   7/0272; H02P   9/00
407378651,JP20120550500,??????????????????????????,NULL,2011,F03D  13/22; B63B  75/00; F03D  11/04; F05B2240/95; B63B  43/06; F03D  13/25; E02B  17/027; Y02E  10/727; B63B   1/125; F03D   9/00; B63B  35/44; E02B2017/0091; F05B2240/93; B63B   1/107; B63B2035/446
407384128,EP20120856646,A RENEWAL ENERGY POWER GENERATION SYSTEM,NULL,2012,B63H  21/00; Y02B  90/14; F17C  11/005; H01M   8/04; Y02P  20/133; Y02T  90/34; H01M2250/10; H02J   7/345; Y02B  90/12; Y02E  70/20; B63H2021/003; F17C  11/00; H01M   8/04208; H01M   8/04216; H01M2250/20; H02S  10/10; Y02T  90/46; H01M2250/402; Y02E  10/725; F05B2220/61; H01M   8/06; H01M   8/0656; Y02E  70/10; Y02T  70/5209; Y02T  90/32; Y02T  90/38; H01M   8/04082; H02J   7/00; H02J   7/34; Y02P  90/40
407416922,NL20132010545,SKIDDING SYSTEM FOR AN OFFSHORE INSTALLATION OR VESSEL.,NULL,2013,B61B   1/00; B63B  27/10; Y02E  10/727; B63B  35/003; B63B  25/28; B63B  27/02; B63B  27/30; F03D  13/40
407421374,GB20130007510,"An anchor seal, and method of operation of an anchor seal, for the location and sealing of a conduit in an orifice","An anchor seal for the location and sealing of a conduit in an orifice of a wall of a monopole, such as a wind turbine. The anchor seal comprises a sleeve 80 configured to bound the periphery of the conduit. A reinforcement member 54 bounds and is radially outward of the sleeve. There is also provided a tyre 40 which bounds the reinforcement member and comprises an engagement surface for engaging with the orifice of the monopile. Preferably the tyre and sleeve are inflatable and may be filled with a fluid such as chemical dissolvable foaming agent or a curable polymer, epoxy, water or glycol. Also described is a method of operation of the anchor seal.",2013,E02B2017/0091; E02B2017/0095; H02G   9/02; Y02E  10/72; F03D  11/00; F16L   5/02; H02G   1/10; F16J  15/46; E02B2017/0065; F03D  80/85; F05B2240/57; F05B2240/95
407455681,CN201310108459,Offshore floating wind turbine foundation,"The invention provides an offshore floating wind turbine foundation and relates to offshore wind power generation technology so as to effectively reduce swing vibration of the floating wind turbine foundation caused by wind loads and wave loads. The offshore floating wind turbine foundation comprises buoyancy tanks, an upright column and supporting frames used for connecting the buoyancy tanks and the upright column and further comprises damping devices, wherein the damping devices are arranged inside the buoyancy tanks, swing along with the buoyancy tanks and absorb the swing energy of the buoyancy tanks. The offshore floating wind turbine foundation is mainly applied to supporting of a floating type offshore wind power generation unit.",2013,B63B  35/44
407468678,CN201310105014,Gravity type foundation sinking device and application method thereof,"The invention discloses a gravity type foundation sinking device and an application method thereof. At first, multiple air buoyancy tanks are hung on the periphery of a gravity type foundation, then the gravity type foundation is towed to the appointed place, and sinking of the foundation and upward floating motion of the buoyancy tanks are completed through a method that aqueous vapor is replaced through regulation and control of vent valves and drain valves of the buoyancy tanks; after sinking operation is completed, the air buoyancy tanks can be recycled; and in the sinking process, stability and security of a sinking structure can be guaranteed through controlling of the exhausting speed and the drainage speed of the buoyancy tanks. The gravity type foundation sinking device is low in cost, easy to manufacture, and capable of being suitable for gravity type foundations in different figures, and is widely applied to construction project fields of water conservancy, ports, ocean, bridges, offshore wind power and the like.",2013,E02D  27/52; E02D  15/08
407468687,CN201110439338,Single tubular pile base equipment of offshore wind power generating set,"The invention provides single tubular pile base equipment of an offshore wind generating set. The single tubular pile base equipment of the offshore wind generating set comprises a tubular pile, a transition section, circumferential direction shear keys, and a grouting layer, wherein the transition section is sleeved on the upper portion of the tubular pile, the lower portion of the tubular pile can be inserted into a seabed, the grouting layer is filled between the tubular pile and the transition section, and the circumferential direction shear keys are fixed on the tubular pile outer wall and / or the transition section inner wall in a multilayer mode at intervals along the axis direction of the tubular pile and are buried in the grouting layer. Due to the fact that the circumferential direction shear keys are arranged on the tubular pile outer wall and the transition section inner wall and the circumferential direction shear keys are buried in the grouting layer, so that connection strength of the tubular pile and the transition section is increased, vertical force, horizontal bending moment and torsional moment transmitted from the transition section are effectively transmitted to the tubular pile and then to the seabed, and manufacturing cost of basic single tubular pile base equipment of offshore wind generation is reduced.",2011,E02D  27/44; E02D  27/12
407468850,CN201310088411,Perpendicularity adjusting method of offshore wind power generation tower drum,"The invention provides a perpendicularity adjusting method of an offshore wind power generation tower drum. The perpendicularity adjusting method of the offshore wind power generation tower drum comprises the following method of measuring maximum tilt direction of a flange of a foundation pile and calculating the flange tilt angle beta of the foundation pile; providing two adjusting tower drums, wherein a flange surface of the adjusting tower drum is horizontal and vertical to the center line of the adjusting tower drum and the other flange surface of the tower drum is inclined and has a first tilt angle alpha; and calculating the number y of misplaced bolt hole of the maximum tilt direction of the flange surfaces of the two adjusting tower drums and the foundation piles. The calculation formula is shown in the specification. The two adjusting tower drums are arranged between a tower drum and the foundation pile below a fan, the inclined flange surfaces of the two adjusting tower drums contact with each other, and the maximum tilt direction of the inclined flange surfaces of the two adjusting tower drums displaces y bolt holes with the maximum tilt direction of the foundation pile in the opposite direction. With the perpendicularity adjusting method of the offshore wind power generation tower drum, cost can be reduced.",2013,E04H  12/34
407475151,CN201180053122,System and method for damping motion of a wind turbine,"A system (40) for damping motion of a wind turbine (10a) is provided. The system (40) includes a sensor (42), a movable mass (44), an actuator (58), and a controller (46). The sensor (44) is operable to provide a signal representative of a motion of the wind turbine (10a) in one or more degree of freedoms. The movable mass (44) is associated with the actuator (58) and is disposed on a blade (24a) of the wind turbine (10a) and is configured for movement along a length of the blade. In response to the sensor (42), the controller (46) is operable to direct the actuator (58) to move the movable mass (48) along a length (50) of the blade (24) to a degree effective to dampen motion of the wind turbine (10a) in one or more degree of freedoms.",2011,F03D  80/00; Y02E  10/727; F05B2240/93; F05B2270/821; Y02E  10/723; F03D   7/02; F03D  13/25; F05B2240/95; F03D   7/0296
407485945,CN201320027762U,Specific temperature and humidity monitor for ocean wind-power box-type substation,"The utility model discloses a specific temperature and humidity monitor for an ocean wind-power box-type substation. The specific temperature and humidity monitor comprises a main shell, a measurement and control circuit board and leads as well as a sealed cabin provided with a connecting terminal, wherein sealed stuffing boxes used as outlets of the leads are formed in the sealed cabin; a shielding case is further arranged in the main shell, and the measurement and control circuit board is covered by the shielding case; and the main shell is a full-sealed shell made of a corrosion-resistant material. By utilizing the full-sealed structure, the specific temperature and humidity monitor can resist water and interference and can be adapted to specific high-corrosion and high-electromagnetic-interference environments of ocean.",2013,H05K   5/00; G05B  19/048
407527508,DE20121000268,"Off-shore wind-power plant for use on bottom of sea for generating current, has tower section supported on platform and mounting nacelle for plant over upper pedestal, where platform is arranged at upper end of supports","The plant (16) has hollow supports (22) vertically arranged on an annular, solid and flat foundation structure (18) in regular intervals. Hollow, downwardly opened vertical foundation legs (40) are arranged below the foundation structure. The legs are aligned at the supports, and continuously connected with the supports. A platform (24) is arranged at an upper end of the supports. A tower section i.e. shaft, is supported on the platform, and mounts a nacelle (34) for the plant over an upper pedestal. The legs have a length of 2 to 6 m. A diameter of the legs is larger than the supports. An independent claim is also included for a method for establishment of an off-shore wind-power plant on a bottom of sea.",2012,E04H  12/182; E02D  27/52; F03D  13/22; Y02E  10/727; F03D  13/10; Y02E  10/726; B63B  35/003; E02D  27/42; F03D  13/25; E04H  12/10; F03D  11/04; F05B2240/95
407531185,US201213533161,"Method, park controller and program element for controlling a wind farm","The disclosure relates to a method for controlling a wind farm, the wind farm includes at least two wind turbines, the method includes determining the required power, determining fatigue load versus power curves for each wind turbine, and based on the determined fatigue load versus power curves attributing different power settings to the wind turbines such that sum of the power settings of all wind turbines is equal to the required power. Furthermore, the invention concerns a park controller for controlling a wind farm and a program element for controlling a wind farm.",2012,F03D   9/00; F03D   7/0292; F05B2270/1033; G05D   3/12; F01D   7/00; F03D   7/048; F05B2270/20; F03D   9/257; B63H   9/00; F03D   7/00; H02P   9/04; Y02E  10/723
407556403,AU20110326810,Method of dynamic energy-saving superconductive propeller interaction with a fluid medium,"In a propeller system a process of dynamic energy-saving superconductive propeller interaction with a fluid medium comprises providing a perforation on the working blade surfaces having the different pressures, with an element possibility of the dynamic fluid medium flow connection between said blade perforations; and modulating a value of said connection of the blade so-called 'breathing surfaces' in dependence on a change of a value of at least one controlled characteristic influencing a dynamic energy efficiency of a propeller process such that a dynamic structure-energetically optimization of said modulated surface-energy interaction is provided.",2011,B64C  11/00; F01D   5/18; Y02T  50/166; F01D   5/147; Y02T  70/542; B63H   1/28; F01D   5/14; F15D   1/008; B64C  21/025; B63H   1/26; F03D  11/00
407559074,KR20110110180,Arrangement structure of bridge for offshore wind turbine installation vessel,"PURPOSE: A bridge arrangement structure for an offshore wind turbine installation ship is provided to reduce the mistake of a navigation officer and to facilitate the operation by separately installing a console according to the purpose of use. CONSTITUTION: A bridge arrangement structure for an offshore wind turbine installation ship comprises a glass window(12), a voyage console(20), a function console, and a backup console(40). The glass window is formed in the front surface of a bridge(10) to make a navigation officer watch in all directions. The voyage console is installed in the front surface of the bridge. The function console is installed on the lateral sides or the rear side of the bridge according to the purpose of use. The function console comprises one or more selected from a DP console(31), a jack-up console(32), a radio console(33), a chart console(34), and a safety console(35). The backup console is arranged on the rear side of the bridge to serve as the voyage console in emergency.",2011,B63B  15/00; B63B  35/00; B63B  49/00
407561961,KR20110113613,Floating offshore structure and Floating offshore wind turbine using the same,PURPOSE: A floating offshore structure and a floating offshore wind turbine using the same are provided to improve the movement performance of the floating offshore structure by reducing wave drag with minimized area of a water plane of the floating offshore structure. CONSTITUTION: A floating offshore structure comprises a float member(110) and a mooring unit(120). The float member has buoyancy. The mooring unit comprises a wire(122) and an anchor(124). One end of the wire is coupled to the underside of the float member to moor the float member on the sea. An elastic part(122a) is formed at a predetermined position of the wire. The anchor is coupled to the other end of the wire and is supported by the seabed. A wave drag degradation member(130) is installed in the upper part of the float member.,2011,F03D  13/25; B63B  22/20; F03D  11/04; F03D   9/00; Y02E  10/72; B63B2209/20; B63B  35/44; B63B2207/00; B63B  35/00
407570533,KR20110115403,INSTALL STRUCTURE OF WIND-POWER GENERATION DEVICE FOR MARINE,"PURPOSE: A marine wind power generating device is provided to stably install the device without a separate fixing member, thereby utilizing the wind energy by converting the same into electric energy. CONSTITUTION: A marine wind power generating device comprises a base unit(10), a supporting unit(20), and a marine wind power generator(30). The base unit is inserted into a mud flat at a predetermined depth and includes a fixing groove. The supporting unit is inserted into the fixing groove of the base unit and pressurizes the base unit by the weight. The marine wind power generator is installed on the top of the supporting unit at a predetermined space and converts wind power into electric energy. [Reference numerals] (AA) Mud flat",2011,F03D   9/34; F03D  11/04; Y02E  10/725; F03D   9/00; Y02E  10/72; F03D   1/02; F03D  13/25; F05B2240/90
407572015,KR20110116940,DRILL SHIP HAVING WIND TURBINE,PURPOSE: A drillship with a wind turbine is provided to effectively produce electricity in the dynamic positioning of the drillship by having the wind turbine in the upper part of a derrick. CONSTITUTION: A drillship comprises a turbine body(210) and a wind turbine(200). The wind turbine comprises a turbine blade rotationally connected to the turbine body. The wind turbine is rotated by wind force to generate electricity. The wind turbine is installed in the upper part of a derrick. The turbine blade is arranged in the front side of the derrick toward a stem.,2011,B63B  35/44; B63J   3/04; E21B  15/02; Y02E  10/727; F03D   9/00; Y02E  10/70; Y02E  10/725
407572363,KR20137008818,"SHIP FOR INSTALLING OFFSHORE WIND TURBINES, AND METHOD FOR INSTALLING OFFSHORE WIND TURBINES USING SAME",NULL,2011,B66C   1/108; Y02E  10/727; B63B  35/00; F03D  13/40; B66C   5/02; Y02E  10/726; B63B  35/003; F05B2240/95; F03D   9/00
407575906,KR20137003877,VARIABLE-PITCH PROPELLER,NULL,2011,Y02E  10/723; F03D   7/04; B63H   3/06; F03D   7/0224; F01D   7/00; F05B2260/79; F05B2210/16; Y02E  10/721
407578365,KR20120141594,SEA ESTABLISHMENT METHOD OF WEATHER TOWER AND WIND TURBINE GENERATOR,PURPOSE: A marine installation method of a weather tower and an aerogenerator is provided to stably install the weather tower and an aerogenerator in the deep sea without using a large barge whereby a crane is mounted. CONSTITUTION: A traction unit(30) is installed at a weather tower(20) manufactured on the ground. The weather tower is loaded on a large barge(100) and is temporarily connected to a foundation structure(10). The large barge and a setting barge(200) are operated and are anchored around the foundation structure. The weather tower is built with a traction wire on the upper part of the foundation structure and is connected with a fastening member(S).,2012,Y02P  70/523; F05B2230/50; E02B  17/04; F03D  13/22; Y02E  10/727; F03D  11/00; Y02T  70/146; B63B   9/06
407599650,ES20100175284T,Sistema de refrigeraciÛn para una disposiciÛn costa afuera,"Sistema de refrigeraciÛn para una disposiciÛn costa afuera (40), con un espacio interior (12, 42) que est·delimitado por una pared de cubierta (14, 16, 44, 46, 48) diseÒada por lo menos por secciones con pared doble, endonde se puede inundar con agua por lo menos una cavidad (18, 50, 52) formada por secciones entre la respectivapared de cubierta exterior (16, 48) e interior (14, 46), con por lo menos un circuito cerrado de refrigerante (20, 54)que comprende por lo menos un primer intercambiador de calor (22, 56) para recibir una potencia calorÌfica (26)producida en el espacio interior (12, 42) y por lo menos un segundo intercambiador de calor (24, 58) para descargarla potencia calorÌfica recibida (28), caracterizado por que el segundo intercambiador de calor (24, 58) est·dispuesto al menos parcialmente en la por lo menos una cavidad inundable (18, 50, 52).",2010,F05B2240/97; F05B2240/95; F03D  80/60; F05B2260/232; F03D   9/257; Y02E  10/72; F03D   9/00; F03D  11/00
407608252,EP20120861025,MOVEMENT INHIBITING APPARATUS FOR FLOATING OFFSHORE WIND TURBINE AND FLOATING BASE USED FOR OFFSHORE WIND TURBINE,Disclosed are a movement inhibiting apparatus (20) for a floating offshore wind turbine (100) and a floating base (10) with the apparatus. The movement inhibiting apparatus for the floating offshore wind turbine comprises at least one layer of an annular shake-reducing panel (21) placed horizontally and surrounding the floating base. A plurality of shake-reducing fins (22) is further arranged on the shake-reducing panel. The plurality of shake-reducing fins comprises a first set of shake-reducing fins arranged on one side of the shake-reducing panel and the shake-reducing fins of the first set are spaced apart vertically around the floating base. The movement inhibiting apparatus for the floating offshore wind turbine can effectively inhibit the movement of the floating wind turbine and is of low cost.,2012,B63B2035/446; F03D  13/22; B63B  38/00; F03D  13/20; F05B2240/95; F05B2260/964; B63B  39/06; B63B2035/442; B63B2039/067; F03D  11/00; B63B  35/44; F03D  13/00; F03D  13/25; F03D  11/04; Y02E  10/727
407628154,EP20130730476,ARRANGEMENT OF A SWITCHGEAR IN A TOWER OF A WIND TURBINE,NULL,2013,F05B2240/142; F05B2240/95; F03D   9/257; F03D  80/82; Y10T  29/49009; F03D  13/22; H02J   3/38; F03D  80/00; Y02E  10/722; Y02E  10/727; F03D  13/25; F03D  13/10; Y10T 307/724
407639042,CN201110452110,Method for improving seakeeping of double-body wind power project workboat,"The invention discloses a method for improving the seakeeping of a double-body wind power project workboat. A plurality of factors which affect the mounting of a double-body fan and the seakeeping of the double-body fan during navigation are comprehensively considered in the method, the ship form, the main parameters, the general arrangement, the fan lifting position, the anchoring and positioning system and the like of a boat are optionally designed through computation and contrastive analysis, and a double-body wind power project workboat with excellent seakeeping is designed through comprehensive evaluation. According to the method, the ability of resisting an environmental condition of the double-body wind power project workboat during work can be greatly improved, and the work time during mounting of the fan of the workboat is increased; the swaying motion amplitude of a boat body during navigation of the workboat can be enabled to be small, and the safety of the workboat during navigation is increased; and the designed wave load of the boat body is reduced by selecting wave statistical material of a reasonable navigation area, so that the structural design of the boat body is more reasonably optimized.",2011,B63B   9/00; B63B   9/06
407645635,CN201180045948,Offshore wind farm lighting,"A method for operating an offshore wind farm having at least one wind turbine (OWEA 1, OWEA 2, OWEA 3, OWEA 4) and a lighting device, which is operated in a normal mode, wherein a danger signal is received by a receiving device (100) and the received danger signal is supplied to a control device (200) which switches the lighting device from the normal mode to an emergency lighting mode.",2011,F03D  11/00; F03D  13/25; F03D  80/10; G08B   5/38; F03D  80/00; Y02E  10/72
407653108,CN201220706531U,Structural design of single-pipe-pile foundation plug type accessory in offshore wind plant,"The utility model discloses a structural design of a single-pipe-pile foundation plug type accessory in an offshore wind plant. The structural design of the single-pipe-pile foundation plug type accessory in the offshore wind plant comprises a single pipe pile, cable tubes, a crawling ladder, anti-collision tubes, support seats and supporting arms, wherein the single pipe pile is a cylindrical single pipe pile, the cable tubes are inserted into the support seats through the supporting arms and are connected at one side of the single pipe pile, and the crawling ladder and the anti-collision tubes are inserted into the support seats through the supporting arms and are connected at the other side of the single pipe pile. By means of the structural design of the single-pipe-pile foundation plug type accessory in the offshore wind plant, the installation difficulty and the frequency of hoisting a large part on site are both lowered, the construction procedures are reduced, and the construction efficiency is largely improved.",2012,E02D  27/12
407654097,CN201220480124U,Tension leg platform floating type double blade wind turbine,"The utility model provides a tension leg platform floating type double blade wind turbine, belongs to the technical field of offshore wind power generation, and aims to overcome the shortcomings that an existing floating type wind turbine is poor in stability, large in weight, long in period of design and manufacture, and high in cost and the like. According to the tension leg platform floating type double blade wind turbine, an overall system is provided with only two blades; the upper half of a tension leg platform is formed by a deck platform, a stand column and a floating body; and the lower half of the tension leg platform is formed by mooring line tendons and anchor piles. Compared with an original floating type wind turbine, the tension leg platform floating type double blade wind turbine has the advantages of being good in stability, small in weight, short in period of design and manufacture and low in cost and the like.",2012,F03D   1/06; Y02E  10/721; F03D  11/00; Y02P  70/523; Y02E  10/727; B63B  35/44
407654100,CN201220553125U,Floating type integrated power generation platform with ocean wind energy and wave energy,"The utility model aims at providing a floating type integrated power generation platform with ocean wind energy and wave energy. The floating type integrated power generation platform comprises a vertical shaft wind driven generator, a swinging type wave power generation device and a floating body, wherein the vertical shaft wind driven generator and the swinging type wave power generation device are respectively installed on the floating body. The swinging type wave power generation device comprises a floater, a swinging rod and a wave generator, wherein the floater is connected with the swinging rod which is connected with the wave generator through a wave movement reversing device, and the wave generator is connected with an energy storage device through a power conversion device. According to the a floating type integrated power generation platform, the application range of the integrated power generation platform is expanded, stability and safe performance of the power generation platform are improved, building cost and maintenance expenses are reduced, generating efficiency is improved due to active stall control and variable phase control, and the floating type integrated power generation platform is a reliable ocean power generation platform.",2012,Y02E  10/226; F03D  11/00; Y02B  10/30; Y02E  10/38; F03B  11/00; F03D   7/06; F03D   9/00; F03B  15/00; F03D   3/06; F03B  13/14; Y02E  10/74
407654115,CN201320040742U,Water-cooling system for offshore wind turbine generator,"The utility model discloses a water-cooling system for an offshore wind turbine generator. A cooling loop is formed inside a wind turbine generator cabin. The cooling loop is formed through a manner that an extension-type heat exchanger is connected with a pump in series and an air cooler is connected with the pump in series. A gearbox, a generator and a converter of the wind turbine generator are respectively provided with a temperature sensor, a signal is connected with a controller which outputs the signal to drive the opening or closure of the pump. The water-cooling system for the offshore wind turbine generator has the advantages of being high-efficiency in cooling and prolonging the service life of the large-scale wind turbine generator.",2013,F03D  11/00
407658823,NO20110001690,ET FLYTENDE VINDTURBINANLEGG.,"Et flytende vindkraftanlegg som omfatter et oppdriftslegeme (3) konfigurert for  vÊre neddykket i vann og underst¯ttende en utstyrsenhet (2, 1a,b) forlenget over vannoverflaten, og et ballastelement (5) forbundet til oppdriftslegemet via minst ett mellomstykke (4a-c). Styringsinnretninger (31a,b, 32) i oppdriftslegemet (3) er konfigurert for flyttbart samvirke med minst ett mellomstykke slik at ballastelementet og oppdriftslegemet er forskyvbare i forhold til hverandre. Oppdriftslegemet (3) har en langstrakt form med en fremre del (9a) og en aktre del (9b), og ballastelementet (5) har en langstrakt form med en fremre del (9a') og en aktre del (9b').",2011,B63B2001/045; F05B2240/95; F03D  11/04; F05B2240/97; Y02E  10/727; F03D  13/20; B63B  21/50; B63B  35/44; B63B  39/00; B63B2035/446; E02D  27/42; B63B  41/00; B63B2221/24; F03D  13/25; F05B2240/93; B63B  21/507
407674992,ES20040775035T,Turbina eÛlica para uso mar adentro,"Un mÈtodo de instalaciÛn de una turbina eÛlica mar adentro, comprendiendo la turbina eÛlica (2) unas aspasconectadas a travÈs de un eje a un generador (3), que est· montado giratoriamente sobre una torre (4), y unbasamento debajo de la torre en forma de flotador o casco (6) sobre el cual est· montada la torre (4),comprendiendo el mÈtodo: anclar el flotador (6) por medio de una lÌnea de anclaje, sujeciÛn o conexiÛn (7) al lecho marino, de maneraque flote libremente; caracterizado por que el mÈtodo comprende adem·s: ajustar el periodo de resonancia de la turbina eÛlica ajustando el centro de gravedad de la turbina eÛlica y/o latensiÛn de la lÌnea de anclaje, sujeciÛn o conexiÛn (7), de manera que la turbina eÛlica oscile en resonanciacon las olas; por lo que, como consecuencia del efecto de las olas sobre el flotador, el movimiento de la turbina eÛlica (2)act˙a como mecanismo de amortiguaciÛn sobre el movimiento y por tanto extrae energÌa de las olas.",2004,B63B  21/502; F03D   9/00; B63B2035/446; F03D; F03D   1/00; F03D  11/04; F05B2240/95; F03D  13/25; B63B  21/50; E02B2017/0091; F05B2240/93; Y02E  10/38; Y02E  10/727
407717253,EP20130382251,Floating offshore structures,"A floating offshore structure (2) comprising a buoyancy structure arranged such that in use it remains below the sea level and a tower, wherein the buoyancy structure is attached to a tower by a connecting structure (13), the connecting structure comprising one or more openings (14) arranged such that in use they remain below the sea level, and the one or more openings being dimensioned such that sea water can flow into and out of the connecting structure with variations of the sea level.",2013,B63B  21/502; B63B2035/446; B63B   1/04; B63B   1/10; B63B2001/044; B63B2035/442; B63B   1/107; B63B   1/048; B63B  21/50; B63B  35/44; Y02E  10/727
407759022,EP20130382263,Floating wind turbine,"Floating TLP wind turbine comprising a buoyancy structure, a plurality of braces (302), one or more tensioned mooring lines (305) for each brace, and a support structure arranged on the buoyancy structure. The braces extend radially outwardly from a region of the buoyancy structure or support structure, each brace having a distal end portion (303,304) with respect to the buoyancy structure or support structure. Each distal end portion of the braces comprises a guiding element (312) to allow a guided passage of a tensioned mooring line. Each of the tensioned mooring lines is anchored to the seabed at a first end (308), and attached/coupled to a region of the buoyancy structure or support structure at a second end (307), said region being above the region of the buoyancy structure or support structure from which the braces extend radially outwardly. Each tensioned mooring line is guided by the guiding element (312) of the corresponding brace.",2013,Y02E  10/727; B63B  21/50; B63B2035/446; B63B  21/502; F03D  13/25; B63B  35/44
408545740,CN201310105975,Towing method for gravity foundation,"The invention discloses a towing method for a gravity foundation. The method comprises the steps of recharging seawater in a dock after the gravity foundation is preformed, and stopping recharging when the water level meets the requirement; suspending a plurality of buoyancy tanks on the periphery of the foundation, and recharging seawater again so that the buoyancy tanks and the foundation float upwards simultaneously; and opening a dock gate till the water level in the dock is consistent with the water level outside the dock and the foundation is stable, sailing a towboat in and connecting the towboat with the gravity foundation to tow the gravity foundation to a sinking site. The method is simple, convenient and quick, the buoyancy tanks can be recycled, the towing process is safe and stable, and the storm and wave resistance of the foundation is improved. The method is applicable to gravity foundations of different shapes and widely applied to fields of construction projects of water conservancy projects, ports, oceans, bridges, offshore wind power and the like.",2013,E02D  27/52
408546922,CN201310112541,Novel wind power generation precast concrete tower component seaming structure and method,"The invention relates to a novel wind power generation precast concrete tower component seaming structure and method. The structure is characterized by at least comprising a longitudinal seam (1), a transverse seam (2), anchoring steel plates (3), high-strength bolts (4), sleeves (5), fixing bolts (6), fixing nuts (7) and waterproof glue (8), the longitudinal seam (1) and the transverse seam (2) are arranged between wind power generation precast reinforced concrete tower components, the precast reinforced concrete tower components are horizontally provided with the anchoring steel plates (3) extending towards the longitudinal seam (1) respectively, the anchoring steel plates (3) are integrally connected with one end of each high-strength bolt (4), the other end of each high-strength bolt (4) is connected with the corresponding sleeve (5) in a threaded manner, the sleeves (5) on two sides are fixedly connected with the fixing nuts (7) through the fixing bolts (6), the upper and lower precast reinforced concrete tower components are respectively provided with a positioning key groove (9) and a positioning key (10) extending towards the transverse seam (2), and each positioning key groove (9) is bonded with the corresponding positioning key (10) through epoxy resin (11). By the aid of the structure, assembly of the precast components can be accelerated, time is saved, the construction method is simple, and construction is facilitated.",2013,F03D  11/04
408586181,CN201220600834U,High-efficiency stator and rotor planetary gear counter-rotating generator,"The utility model relates to a high-efficiency stator and rotor planetary gear counter-rotating generator, which consists of a generator stator, a planetary gear, a solar gear, a generator rotor, a rotor shaft, a bearing, positive rotating and reverse rotating blades, a blade hub, a generator support and a support bearing, wherein one group of positive rotating blades of the generator is fixedly arranged at the two end heads of the rotor shaft, the other group of reverse rotating blades of the generator is fixedly arranged on the body of the outer casing of the generator stator, the generator outer casing adopts a streamline body design, and the centers of the front blade and the back blade adopt a hemispheric blade hub design, so as to realize the sufficient utilization of wind energy or water energy, including the primary energy on the blades, namely the positive rotating of the generator rotor, the secondary energy on the blades, namely the reverse rotating of the generator stator, and the third energy, namely the positive rotating of the rotor shaft of the generator. Under the condition of the same wind power, the simultaneous counter rotating of the generator stator and the generator rotor is realized, the rotation speed and the rotation torque are improved by nearly one time, the power generation rate is doubled, and the generator is widely applied to the wind power generation of pure-electric automobiles, two-wheel electric motorcycles and ocean fishing vessels and the power generation of ocean wave energy.",2012,F03D   9/00; F03B   3/00; H02K   7/116; Y02E  10/223; Y02E  10/725; Y02T  10/641; H02K   7/18; Y02E  10/38; F03D   1/02; F03B  13/14
408586185,CN201220700675U,"Wind-energy, light-energy and wave-energy generation ship","The utility model provides a wind-energy, light-energy and wave-energy generation ship, and belongs to the technical field of machinery. The wind energy, light energy and wave energy generation ship achieves the purpose that a ship can acquire wind energy, light energy and wave energy on the sea and generate electricity through the wind energy, the light energy and the wave energy. The wind-energy, light-energy and wav-energy generation ship comprises a ship body; a plurality of floating wing panels are arranged on two sides of the ship body, and are movably connected through chains; hydraulic pumps are placed on edge joining positions of every two floating wing panels; hydraulic pumps are connected with a generator in a drive mode; a wind turbine is placed on the ship body, and is connected with the generator in a drive mode; and a plurality of photovoltaic electroplates are arranged on the ship body, and are all connected with a battery. The wind-energy, light-energy and wave-energy generation ship is only anchored on the sea, and contacts wind power, sunlight and waves in a multi-aspect mode, and accordingly acquires the wind energy, the light energy and the wave energy and transfers the wind energy, the light energy and the wave energy to electric energy in all directions, achieves peak efficiency utilization of clean natural energy, and meanwhile reduces energy consumption, is novel in design and practical.",2012,Y02E  10/727; F03D   9/00; Y02E  10/725; F03B  13/14; H02J   7/00; B63B  35/00; Y02P  80/158; Y02E  10/38
408600033,MX20120008277,WIND TURBINE ROTOR BLADE COMPONENTS AND METHODS OF MAKING SAME.,"Structural preform layers (300a, 300b, 400) of multiple rigid unidirectional strength elements or rods (202, 402) are constructed and arranged for use in fabricating load-bearing support structures and reinforcements of wind turbine blades. Individual preform layers include multiple elongate unidirectional strength elements or rods arranged in a single layer along a longitudinal axis of the preform layer. Each preform layer includes one or more fibrous carrier layers (312) to which the multiple strength elements or rods are joined and arranged in the single layer. Each strength element or rod is longitudinally oriented and adjacent to other elements or rods. Individual strength elements or rods include a mass of substantially straight unidirectional structural fibers embedded within a matrix resin such that the elements or rods have a substantially uniform distribution of fibers and high degree of fiber collimation. The relative straightness of the fibers and fiber collimation provide strength elements or rods and the preform layers with high rigidity and significant compression strength.",2011,B63H   1/26; F03D  11/00; Y02E  10/725; B29B  11/16; F03D   1/0675; F05B2220/30; Y10T  29/4979; B23P  15/04; B29C  70/54; F03D   9/25; F05B2230/20; B29C  70/20; B29D  99/0028; F04D  29/38; F05B2240/2211; Y10T  29/49337; Y02P  70/523; B29C  70/023; Y10T  29/49787; Y10T 156/10; B29C  70/083; B29L2031/085; F03D   3/06; Y02E  10/722; Y02E  10/74; Y10T  29/49632; F03D  80/00; F05B2280/6003; Y02E  10/721
408607656,MX20130001446,VORTEX RESONANCE WIND TURBINE.,"The invention relates to a wind turbine anchored to the ground or to a base, and comprising a pole, the natural oscillation frequency of which is purposely adjusted to the frequency of appearance of the air vortices or eddies produced after the collision of laminar and stationary airflow on the surface thereof. The aeroelastic energy thus absorbed is converted into electrical energy due to the use of materials with high electromechanical coupling.",2011,F03D   9/25; G05D  13/62; H02N   2/185; H02N   2/188; Y02E  10/725; F03D   5/00; F03D   9/00; F03D   5/06; F05B2220/706; F05B2240/122; Y02E  10/70; F03G   7/08; F05B2260/407
408660104,ES20110031668,Mejoras en el procedimiento de instalaciÛn de torre para uso aguas adentro.,"Procedimiento de instalaciÛn de torre para uso aguas adentro, en concreto de una subestructura, que comprende b·sicamente los pasos de: a) fabricar en seco un cimiento comprendiendo un bloque hecho principalmente de hormigÛn y fabricar en seco un tramo de base de un fuste; b) aplicar dicho tramo de base a dicho bloque de cimiento, formando un conjunto denominado 'unidad de partida; c) desplazar dicha unidad de partida hasta el punto de instalaciÛn de dicha subestructura; y d) accionar de manera controlada unos primeros medios de v·lvula de lastrado de una manera tal que dicha unidad de partida se hunde hasta reposar en el fondo; habiendo colocado dicho bloque de cimiento o dicha unidad de partida en la masa de agua en la que se encuentra el punto de instalaciÛn de dicha subestructura.",2011,Y02P  70/523; E02B  17/027; E02B  17/08; E02B2017/0047; F03D  13/10; Y02E  10/727; E02B  17/025; E02B2017/0065; E02B2017/0082; E02B2017/0091; F03D   1/00; E02B2017/0039; F03D  11/04; F05B2240/95; E02B  17/0004; F03D  13/20; F03D  13/25
408669707,PT20040775035T,OFFSHORE WIND TURBINE,NULL,2004,F03D; F03D  13/25; F05B2240/93; Y02E  10/727; B63B  21/502; B63B  21/50; B63B2035/446; Y02E  10/38; F03D   1/00; F03D   9/00; E02B2017/0091; F05B2240/95; F03D  11/04
408694888,CN201310144668,Large-diameter mono-pile foundation of offshore wind turbine and construction method of large-diameter mono-pile foundation,"The invention relates to a large-diameter mono-pile foundation of an offshore wind turbine and a construction method of the large-diameter mono-pile foundation. The invention aims at providing the large-diameter mono-pile foundation of the offshore wind turbine, which has a simple structure, and a construction method of the large-diameter mono-pile foundation. The invention aims at improving the utilization rate of peripheral soil resistance of a near-surface shallow soil pile, perfecting the horizontal bearing capacity of a large-diameter mono-pile and improving the integral structural stability of the foundation. The technical scheme of the invention is as follows: the large-diameter mono-pile foundation of the offshore wind turbine comprises a foundation pile, the large-diameter mono-pile foundation is characterized in that a cylindrical structure penetrated on a seabed is coaxially sleeved at the outside of the foundation pile; the cylindrical structure comprises a circular ring-shaped top sealing plate, an inner cylindrical skirt and an outer cylindrical skirt are respectively connected on the inner circle and the excircle of the top sealing plate, the inner cylindrical skirt and the outer cylindrical skirt are located below the top sealing plate, the axial lines of the inner cylindrical skirt and the outer cylindrical skirt are overlapped and are vertical to the plane of the top sealing plate, and vent holes are processed in the top sealing plate. The large-diameter mono-pile foundation provided by the invention is suitable for offshore wind power generation industry.",2013,E02D  27/44; E02D  27/12; E02D  27/42
408695625,CN201310108000,Compressed gas energy storage power station device,"A compressed gas energy storage power station device comprises an applied energy converting part, a liquid columnar pressure part, a tunnel volume space energy storing and constant pressure graded energy storing part, and an energy releasing and power generating part. Via depth drop height generated from a vertical shaft extending into the ground, liquid materials in the vertical shaft are enabled to generate constant pressure so as to press on tunnel space in the vertical shaft, when energy capable of being converted into compressed gas energy requires to be stored, the applied energy converting part converts the energy into the compressed air energy which is injected into tunnels to be stored, and along with increased accumulation of energy gas storage, the liquid materials in the tunnels are naturally pressed to the ground by the gas. When energy needs to be released, the liquid materials on the ground naturally flow to the tunnels to press the gas to be exhausted to a turbo generator unit to generate power which is supplied to a power grid and a pitch peak. A novel large-power capacity energy storing method is provided besides high-elevation lake energy storage, the problem about large-power capacity storage can be fully solved, and the bottleneck problem that wind power, solar energy, power grid and the like are limited by the pitch peak can be solved.",2013,Y02E  10/72; F03D   9/02; F03G   7/00
408702713,CN201080070009,Composite rotor blade having weighted material for mass balancing,"A rotor blade for an aircraft includes a composite portion having fiber-reinforced resin material, the composite portion having an outside surface that forms at least a partial airfoil shape. The weighted portion includes a plurality of weighted material layers and a plurality of fiber-reinforced resin material layers. Weighted material is configured to be compatible with and integrated into composite manufacturing processes used to fabricate the rotor blade. The weighted portion has a higher density than the composite portion and positioned to produce desired mass balance characteristics of the rotor blade.",2010,Y02E  10/721; Y10T 428/24992; F01D   5/14; B64C  11/16; B64C  27/008; B64C2027/4736; F03B   7/00; Y02P  70/523; F03D  11/02; B29C  70/30; B29L2031/085; B64C  27/473; B63H   7/02; B63H   1/26; B64C  27/46; F04D  29/38
408723734,CN201220645479U,Multi-energy overwater-power-generation purification device,"The utility model discloses a multi-energy overwater-power-generation purification device, relating to devices for purifying water by using electric energy and particularly relates to purification devices which use wind energy and solar energy for power generation. The multi-energy overwater-power-generation purification device consists of vanes, a generator, floating barrels, an electrical control cabinet, an aerator, a floating platform, a solar heat collecting plate and a conveying pipeline, wherein the vanes are of C-shaped airfoil shapes and are fixedly connected to a vertical shaft, the vertical shaft is fixed on the floating platform, the floating barrels are connected around the floating platform, both the generator and the electrical control cabinet are connected to the vertical shaft, the generator is connected with the vanes through a transmission device, the solar heat collecting plate is connected to the floating platform and is connected with the electrical control cabinet through an electric energy converter, one end of the aerator is connected with the electrical control cabinet, and the other end of the aerator is connected with the conveying pipeline. According to the multi-energy overwater-power-generation purification device, the structure is simple and novel, and the function is powerful; and through the aerator, the water can be purified while wind energy is fully utilized.",2012,F03G   6/06; Y02E  10/725; C02F   1/24; C02F   7/00; F03D   9/00; Y02W  10/15; Y02E  10/46
408727566,CN201220394454U,Ocean floating type platform narrow pipe wind gathering power generation system,"The utility model provides an ocean floating type platform narrow pipe wind gathering power generation system, relates to significant core technology of comprehensive subjects of main body module modeling, member synthesizing, bearing and buoyancy, fluid change, the effect of narrow, infrastructures, air motive power, structural mechanics, worm wheel effect, electric energy conversion, and the like, belongs to the technical field of ocean floating platform wind power generation systems. The ocean floating type platform narrow pipe wind gathering power generation system comprise a narrow pipe wind gathering power generation subsystem and an ocean bearing platform subsystem, wherein the narrow pipe wind gathering power generation subsystem comprises a base station, a ring beam, a narrow pipe body, a main column, a wheel type support, an intersection fixing base, a lightning rod, a risk avoiding control component, a sucking window component, a wind inducing cylinder body, a wind motor, a wind motor outer shell body, a generator, attached columns, a wind gathering inlet, a protective net, a spherical body, a platform, a hydraulic close over, and the like; and the ocean bearing platform subsystem comprises a floating platform deck, a safety wall A, a hub support, a layer separation, connecting pieces, a sinking block, an inhaul cable, a wave flattening plate, a floating cylinder body, and manholes.",2012,B63B  35/44; F03D   9/00; Y02E  10/725; F03D  11/00
408727600,CN201320068734U,Installation equipment for impellers in offshore wind generating set,"The utility model discloses installation equipment for impellers in an offshore wind generating set, relates to the equipment of the wind generating set, and aims to solve the problems that one set of installation equipment only can install the impellers in one type of wind generating set; when different wind generating sets are installed, a substrate fixed on a ship deck has to be dismantled, the substrates of other installation equipment are welded with the ship deck together; and when the installation equipment is replaced, the difficulty is large, the time and the labor are wasted, and the ship deck is greatly damaged. The installation equipment comprises a first substrate and a plurality of second substrates, wherein the first substrate is fixed on the ship deck; a flange face connected with a hug flange of each impeller of the wind generating set is arranged at the top end of each second substrate; and the first substrate can be detachably connected with the bottom end of any one second substrate.",2013,F03D  11/04
408854965,US201113811742,Support structure for an offshore wind turbine,A support structure for mooring a vertically extending floating wind turbine or the like body has a ring of tether attachment points for connecting respective tethers running down to the seabed. The ring is spaced from the body by a ring of inclined struts running diagonally downwardly and inwardly from the plane of the attachment points.,2011,B63B  35/44; E02D  27/425; B63B  21/502; B63B   5/14; E02D  27/42; F05B2240/95; E02D  27/52; F03D  11/04; B63B  21/50; F03D  13/25; Y02E  10/727; B63H   1/28; F03D  13/22; F05B2240/93; B63B2035/446
408895354,RU20110154750,WIND-DRIVEN PLANT AND WIND-DRIVEN COMPLEX ON ITS BASE,"FIELD: power engineering.SUBSTANCE: plant comprises a bearing volume shell filled with gas, which is lighter than air, a sling, connecting it via a hoist with an anchor, a stiff rod fixed at the bottom of the shell with the help of the stiff rod sling via its hoist on its anchor, sections connected to each other and to the stiff rod of the section, every of which comprises an additional stiff rod and a wind engine with a wind wheel and with a tail. The shell is made with bracing, in the base of the shell there is a frame fixed with a roller, inside of the stiff rod there is the main shaft installed. The wind engine is made in the form of an airplane comprising a body, wings, brackets, which rigidly connect the body with additional stiff rods. Inside the body there is a horizontal shaft with a conical gear being engaged with the gear of the main shaft. The stiff rod is fixed on the frame by means of the stiff rod sling pulled via the roller on the frame. Sections of wind engines are connected with the stiff rod and to each other by means of couplings. The wind-driven complex comprises several wind-driven plants by means of brackets fixed on braces of bearing volume shells.EFFECT: increased capacity due to stable position of wind engines relative to wind direction and reduced load at a plant due to occurrence of lifting force in wind engines.17 cl, 6 dwg",2011,F03D  11/00
408912978,NL20132010709,FLOATING WIND TURBINE.,NULL,2013,B63B   1/107; B63B  21/04; F03D  13/25; B63B  21/50; F05B2240/93; Y02E  10/727; B63B2039/067; F05B2240/95; B63B2035/446
408944850,DK20100175284T,K¯lesystem til et offshoreanlÊg,NULL,2010,F05B2240/95; F03D   9/00; F03D  80/60; F05B2240/97; F03D   9/257; F05B2260/232; F03D  11/00; Y02E  10/72
409081174,CN201220689576U,Blade of wind impeller,"The utility model discloses a blade of a wind impeller. The blade comprises a blade body and is characterized in that seamless steel tubes are distributed on the upper portion of the blade body at intervals, and a plurality of reinforcing plates are distributed on the surface of the blade body at intervals. By means of the structure that two rings are used for fixing the blade, the reinforcing plates are distributed on the surface of the blade body at intervals, galvanizing treatment is carried out on the blade body, and the blade of the wind impeller has the advantages of being firm, durable and strong in bearing. Due to the fact that the seamless steel tubes are distributed on the upper portion of the blade body at intervals, installation is convenient.",2012,F03D  11/00
409112402,CN201310099370,Salt corrosion resistance twisted cable insulation rubber used for ocean wind power and preparation method thereof,"The invention discloses salt corrosion resistance twisted cable insulation rubber used for ocean wind power and a preparation method of the salt corrosion resistance twisted cable insulation rubber. By weight, raw materials comprise 8 parts of Keltan5508, 12 parts of DutralTER4044, 5-7 parts of EP-20, 0.5-0.7 part of DCP, 0.3-0.5 part of TAC, 0.2-0.4 part of HVA-2, 0.2-0.4 part of RD, 0.2-0.4 part of MB, 0.2-0.4 part of KH-550, 2.1-2.5 part of hydration zinc borate, 1-1.5 parts of antimony trioxide, 25-40 parts of aluminum hydroxide, 0.8-1.2 part of red lead, 0.5-1 part of stearic acid, 1.5-2 parts of nan-zinc oxide, 2-5 parts of paraffin oil Sunpar2280, 0.5-1 part of chlorinated paraffin-52, and 1-3 parts of hydration silicon dioxide. According to the method, firstly, the EPDM rubber Keltan5508, the DutralTER4044 and the EP-20 are mixed for 1-1.5 minutes, and then other components except for a vulcanizing agent and a co-vulcanization agent are added. After mixing is carried out for 7-8 minutes, discharging and airing are carried out for more than 24 hours. Then the rubber materials are mixed for 2-3 minutes, the vulcanizing agent and the co-vulcanization agent are added at the last 20 seconds, and the mixed materials are loaded on an open mill for milling, triangular injection molding and square injection molding and then sheeted. The insulation rubber is good in mechanical performance, anti-corrosion performance and anti-aging performance and long in service life.",2013,B29C  48/625; B29C  48/875; B29C  48/911; B29C2948/92904; C08K   5/14; H01B   3/44; H01B   7/28; B29C2948/92704; C08K   3/36; C08K  13/02; C08L  23/16; B29C2948/92895; C08K   5/3415; C08K   3/38; B29C  48/06; B29C  48/92; C08J   3/24; C08K   3/22
409113696,CN201310174029,"Offshore wind power foundation consisting of single pile, cylindrical foundations and anchor cable","The invention discloses an offshore wind power foundation structure consisting of a single pile, cylindrical foundations and an anchor cable. The offshore wind power foundation structure consists of a single pile, multiple cylindrical foundations and an anchor cable, wherein the cylindrical foundations are uniformly distributed on the circumference which takes the single pile as the center of a circle; the anchor cable is obliquely tensioned and is connected with the cylindrical foundations and the single pile; the anchor cable, the cylindrical foundations and the single pile are connected through welding; the included angle between the anchor cable and the single pile is between 30 and 60 degrees; and the top of the single pile is connected with a wind turbine tower through a flange plate. According to the technical scheme, a novel foundation type consisting of the single pile, the cylindrical foundations and the anchor cable is given, the anchor cable is connected with the cylindrical foundations and the single pile and is obliquely tensioned, the resistance of shallow soil on the earth surface is fully exerted, the bending moment resistance of the structure is enhanced, and the displacement of the pile body is reduced, so that the aim of reducing the diameter and thickness of the single pile is fulfilled.",2013,E02D  27/52; E02D  27/12; E02D   5/74; E02D  27/42; E02D   5/80
409114235,CN201310134077,Energy-saving power generation device for ship,"The invention belongs to the field of energy-saving power generation device for a ship and particularly relates to a device for generating power by wind energy and water flow energy when the ship is in the static or speed reduction state. The energy-saving power generation device for the ship comprises a wind turbine, a dual-rotor power generator and a water turbine, wherein the wind turbine comprises blades and a wind turbine rotary shaft. The energy-saving power generation device combines the functions of wind power generation and water flow power generation through the dual-rotor power generator, is simple in structure, smaller in volume under the same power and easy to realize on the ship, makes full use of offshore wind energy, water flow energy and mechanical energy of the ship, reduces the ocean pollution when the traditional energy is used by the ship, and improves the utilization efficiency of the ship to the traditional energy. The power generation device is applied when the ship is in the speed reduction state, so that the excessive kinetic energy of the ship can be absorbed, a better speed reduction effect can be obtained, the speed reduction time of the ship is greatly shortened, and the speed reduction controllability is improved.",2013,Y02A  30/17; F03B  13/00; F03D   9/00; Y02E  10/725; H02K   5/10
409120141,CN201180045442,"Working system for floating structure, floating structure, working ship, and working method for floating structure","Provided are: a working system for a floating structure, enabling the work of installation, maintenance, etc. of the floating structure to be performed in a stable state; a floating structure; a working ship; and a working method for a floating structure. A working system (1) for a floating structure is provided with a floating type floating structure (2), and also with a working ship (3) for performing at least the installation or maintenance of the floating structure (2). The floating structure (2) has: a column section (4), the peripheral surface of which is located at the water line when the floating structure (2) floats; a ballast section (5) disposed below the column section (4); and a flange section (6) disposed at the intermediate part of the column section (4). The working ship (3) has a gripping section (7) which can be engaged with the flange section (6), and also has a lifting/lowering means (8) for lifting and lowering the floating structure (2). The floating structure (2) is affixed to the working ship (3) by lifting and lowering the floating structure (2) and the working ship (3) while the gripping section (7) of the working ship (3) is engaged with the flange section (6) of the floating structure (2) which is in a floating state.",2011,B63B   1/048; B63B  35/44; F05B2240/95; B63B  35/00; B63B2035/442; B63B  43/06; F03D  13/10; B63B  22/20; B63B  75/00; B63B2001/044; B63B2035/446; B63B  35/003; F03D  13/25; Y02E  10/727; F03D   9/00; F03D  11/04; F03D  80/50
409120896,CN201180045801,Process for installing an offshore tower,"Process for installing an offshore tower, specifically a substructure, which basically comprises the following steps: a) dry manufacturing a foundation comprising a block (1, 1') basically made of concrete and dry manufacturing a base section (25) of a shaft (2); b) applying said base section to said foundation block, forming a unit called the 'starting unit'; c) moving said starting unit to the installation point of said substructure; and d) actuating in a controlled manner, first ballast valve means in such a manner that said starting unit sinks until resting on the seabed; having placed said foundation block or said starting unit in the body of water where the installation point said substructure is located.",2011,E02B  17/025; E02B2017/0047; F05B2230/6102; F05B2240/97; F03D  13/22; E02B2017/0039; E02B2017/0082; F03D   1/00; E02B  17/027; F03D  11/04; Y02E  10/727; Y02P  70/523; E02B2017/0091; F05B2240/95; F03D  13/20; E02B2017/0065; F03D  13/10
409167111,KR20110123648,Energy management system and method for ship,"PURPOSE: A method for managing energy of a vessel is provided to prevent two or more electric power generators operated in the vessel from simultaneously being operated through minimizing a load of the vessel. CONSTITUTION: A method for managing energy of a vessel comprises a main electric power generator, an emergency electric power generator, a load power measuring unit(30), an environment measuring unit(40), and a control unit(50). The main electric power generator includes a plurality of electric power generators(10) and supplies electricity to the load of the vessel. The emergency electric power generator includes a storage battery(20) charging electric energy generated from a solar power generating source using a sunlight and a wind power source. The load power measuring unit measures the amount of power usage on the load of the vessel. The environment measuring unit measures environmental data with outdoor air temperature and ocean temperature. The control unit controls to operate one among a plurality of electric power generators by controlling the amount of generating the electric power of the main electric power generator and the emergency electric power generator according to the environmental data and the amount of power usage. [Reference numerals] (10) Power generator; (20) Storage battery; (30) Load power measuring unit; (40) Environment measuring unit; (50) Control unit; (60) Power distribution unit; (72) Sailing power; (74) Loading and unloading power; (76) Air conditioning power; (AA) Wind power generation source; (BB) Photovoltaic power generation source",2011,B63J   3/02; H02J   3/383; H02J   4/00; B63J   3/04; Y02E  10/563; H02P   9/00; Y02E  10/763; H02J   3/382; H02J   3/38; H02J   9/06; H02J   3/386
409168700,KR20110124638,VERTICAL AXIS TYPE WIND POWER GENERATOR,"PURPOSE: A vertical axis type wind power generator is provided to easily and initially driving the generator with a drag force type blade at a low wind velocity and to maximize the generation amount of electricity with a lift force type blade at a high wind velocity. CONSTITUTION: A vertical axis type wind power generator includes a windmill (24) and a generator (232). The windmill has multiple drag force type blades (242) generating a rotational force with the drag force of surrounding wind. A band-shaped lift force type blade (243) is formed at the outer edge of the drag force type blade. The windmill further has floating blades (244a,244b) for applying a floating force. A shaft magnet (245) is installed at the lower end of the rotary shaft of the windmill, and a supporting magnet generating a repulsive force with the shaft magnet is installed at the supporting part.",2011,F03D  80/70; F03D   3/005; Y02E  10/74; F05B2240/211; F03D   3/02; F03D  11/00; F03D   3/061; F03D   3/06; F05B2240/51
409170330,KR20137004329,"WORKING SYSTEM FOR FLOATING STRUCTURE, FLOATING STRUCTURE, WORKING SHIP, AND WORKING METHOD FOR FLOATING STRUCTURE",NULL,2011,B63B2001/044; Y02E  10/727; B63B  22/20; B63B  35/00; F03D  13/10; B63B2035/442; F03D   9/00; F03D  13/25; F03D  80/50; F05B2240/95; B63B  35/003; B63B  35/44; B63B   1/048; B63B  75/00; B63B2035/446
409175180,KR20110128192,Foundation unit for tripod type wind power generation plant on the sea,"PURPOSE: A tripod type foundation unit for an offshore wind power generation facility is provided to prefabricate the unit on the ground and then to construct the unit on the seabed, thereby reducing installation costs and improving workability. CONSTITUTION: A tripod type foundation unit for an offshore wind power generation facility includes a fixing pole(100), a concrete body(200), and a guide member(300). The fixing poles are respectively embedded in the triangular points of the seabed, and are hollow pipes. The concrete body comprises a supporting part and an installing part(220). An insertion hole is formed at the upper surface of the concrete body, and the guide member is formed at the upper surface. The guide member is upwardly extended from the edge of the insertion hole.",2011,F05B2240/90; F03D  11/04; F03D  13/25; Y02E  10/70; E02D  27/52
409175461,KR20110128439,Multi funtional boat using sloar and wind energy,"PURPOSE: A multifunctional boat using solar energy and wind power energy is provided to secure the propulsion force of the boat by lateral rotation of levers only. CONSTITUTION: A multifunctional boat using solar energy and wind power energy comprises a manual power unit(100), a first automatic power unit, and a third automatic power unit. The manual power unit comprises a support member, levers, a first fixed member, and a paddle blade. The support member penetrates through one side of a bottom plate of the boat. The levers laterally rotate to supply rotation force to the support member. The first fixed member has an insertion hole through which the support member is inserted. The paddle blade, submerged underwater, is connected to the bottom of the support member. The first magnetic power unit comprises a blade rotated by wind power; a blade rotary shaft transferring the rotation force of the rotary blade; a first direction conversion gear; a second direction conversion gear; a propeller rotary shaft; and a propeller.",2011,B63B2209/18; B63H  13/00; H01L  31/04; Y02E  10/50; Y02T  70/58; H01L  31/042; Y02E  10/725; B63B  35/73; B63B2209/20; B63J   3/00; B63B  34/00
409177015,KR20110129304,SEA WATER SUPPLYING APPARATUS FOR WIND TURBINE INSTALLING VESSEL,PURPOSE: A seawater supply device for a wind turbine installation ship is provided to smoothly supply seawater to a cooling system of a wind turbine installation ship by stably submerging a seawater pump under the seawater using a suction mast. CONSTITUTION: A seawater supply device for a wind turbine installation ship comprises a suction mast(10). The seawater supply device supplies seawater to a cooling system of a hull(1) using a seawater pump(15) submerged under the seawater. The suction mast is installed in the hull to be vertically moved. The seawater pump is fixed and installed under the suction mast. Multiple suction holes are formed at the bottom of the suction mast. The seawater pump is arranged adjacent to the suction holes.,2011,B63B  13/00; Y02E  10/727; B63J   2/12; B63B  35/00; Y02B  10/30
409180967,KR20110131439,Generating Apparatus for Marine,"PURPOSE: A generating device for a marine is provided to improve electricity production by efficiently operating an underwater blade by rotating an underwater rotating unit by fitting to a direction in which water flows. CONSTITUTION: A generating device for a marine comprises a fixed pile(100), more than one underwater blade(400), and an underwater rotating unit(300). The fixed file is installed to sink a lower part under water. The underwater blade rotates by a flow of water. The underwater rotating unit is installed at the fixed file. The underwater rotating unit rotates around the fixed file in order to install the underwater blade and to face to a direction of a water flow.",2011,F03D   9/00; F03D  11/04; F05B2220/706; Y02E  10/70; Y02E  10/725; F03B  13/12; F03B  13/264; F05B2260/40; Y02E  10/28; F03D   9/008
409183044,KR20110132573,SPUD STRUCTURE FOR WIND TURBINE INSTALLATION VESSEL,"PURPOSE: A spud structure for a wind turbine installation ship is provided to prevent vortex caused by the shape of a spud part by receiving the spud part in a spud housing part. CONSTITUTION: A spud structure for a wind turbine installation ship comprises a spud housing part(120), a spud part, and an opening and closing part(160). The spud housing part is coupled to the lower part of a leg code of the wind turbine installation ship and has one or more receiving parts(121). The spud part is received inside the receiving part to be vertically moved. The opening and closing part is installed on the lower surface of the spud housing part to open and close the lower part of the receiving parts.",2011,E02B  17/08; E02B  17/0818; F03D  13/22; Y02E  10/727; E02B  17/021; F05B2230/50; F05B2240/95; B63B  35/44; B63B  35/00; F03D  11/00
409183750,KR20110133104,FLOATING OFFSHORE POWER GENERATION PLANT,"PURPOSE: A floating offshore power generation facility is provided to move blades to windward without yaw control as a floating member floats through a mooring line. CONSTITUTION: A floating offshore power generation facility comprises a wind power generator(30), a floating body(10), and a mooring unit(20) which connects the floating body to the bottom of the sea. The floating body is separately connected, and comprises a plurality of modules(12). Wind power generators are installed on each module, and wave power generators are installed at the lower part of each module. The mooring unit comprises an outer turret(22) and a connection wire(24). The outer turret is installed in one module placed at the outer side of the floating body, and is extended to outside. The connection wire is installed on the leading end of the outer turret, and fixed to the bottom of the sea.",2011,F03B  13/12; F03B  13/24; F03D   9/008; Y02E  10/38; B63B  35/44; F05B2240/93; F03D  13/25; B63B2035/446; F03D   9/00; F03D   9/28; F03D  11/04; Y02E  10/72; Y02E  10/725; Y02P  80/158; F03D   1/02; F03D   9/02
409194340,KR20120070802,THE TIDAL AND WIND POWER ELECTRICITY GENERATION EQUIPMENT,"PURPOSE: A wind power and tidal power generator is provided to react to the little wind even though a structure of the generator is simple, thereby facilitating to construct. CONSTITUTION: A wind power and tidal power generator comprises a wind power generation device(1) and a tidal power generation device(2). The wind power generation device is composed of a first generator(11), a first propeller(12), and a first pole. The tidal power generation device is composed of a second pole(21), an elevating housing unit(22), a second fixing bar(23), a second propeller(24), a first buoy(25), and a second generator(26).",2012,F03D   1/00; Y02E  10/28; Y02E  10/727; F03D   9/00; F05B2240/221; F03B  17/00; Y02E  10/20; F03B  13/26; F03D  11/00; Y02E  10/72
409195696,KR20120085578,WIND POWER GENERATION UNIT,"PURPOSE: A marine wind power generator is provided to by generate the Coanda effect by converting a tidal current from a vortex into turbulence, thereby reducing vibration and a repetitive fatigue load caused by the vortex. CONSTITUTION: A marine wind power generator comprises a wind power generator(100), a vertical supporter(200), a steel material structure(300), and a baffle(400). The vertical supporter, which is arranged in the lower side the wind power generator, supports the wind power generator to be spaced from the sea level. One side of the lower part of the steel material structure arranged in the lower side of the vertical supporter is fixed to the submarine surface in order to support the wind power generator and the vertical supporter. The baffle installed in one side of the outer periphery of the steel material structure by being spaced at a predetermined interval, thereby generating the Coanda effect.",2012,Y02E  10/72; F03D  11/04; F05B2240/95; F03D  11/00; F05B2240/912; E02D  27/52; E04H  12/00; F03D  13/22
409203738,DE20132003945U,Hybridfl¸gel und Hybridsegel,"Eine Vorrichtung, ein Hybridfl¸gel/Hybridsegel, bestehend aus einer Tragfl‰che/Zylindermantelfl‰che/Ellipsoidfl‰che/Winkelfl‰che/Glattfl‰che mit einem an der Anstrˆmseite integrierten steuer- oder regelbar schnell drehenden Flettner Rotor.",2013,F03D   9/00; B64C  23/08; B63H   9/061
409214125,US201113877109,Wind turbine with bearing support,"A wind turbine generator with a bearing system is disclosed. The bearing system includes a lockable connection having a bearing surface and a support surface which surfaces are engaged when the lockable connection is locked. Forces from the shaft are transferred via the bearing into the support through the bearing surface, wherein a support angle of the support surface, relative to a shaft plane formed by rotating the shaft around a first axis, which first axis is perpendicular to the center axis and which first axis is comprised in a vertical plane, is in a range from and including 5 degrees to and including 70 degrees.",2011,F16C2360/31; F01D  11/00; F16C  23/06; B63H   3/00; B63H   5/00; F05B2260/301; F01D  25/16; Y02E  10/722; F03D  80/70; F04D  29/04; F16C  35/067; F03D  11/00; F16C  35/04; F05B2240/54; F05B2260/30
409218173,US201213363574,DC connection scheme for windfarm with internal MVDC collection grid,Connection schemes for offshore power generation with an internal collection grid include a power generation system which includes a plurality of generator-rectifier subsystems. The scheme further includes a medium voltage DC (MVDC) collection network with positive pole cables and negative pole cables connected to the DC outputs of the generator-rectifier subsystems. At least one offshore substation includes a positive bus bar and a negative bus bar correspondingly connected to the positive pole cables and negative pole cables of the MVDC collection network and a plurality of main DC-DC converters. Each main DC-DC converter includes multiple modules connected to the MVDC bus bars and each module has a positive and a negative output such that the modules' outputs are serially connected to one another. The schemes may also include a high voltage DC (HVDC) transmission system connected to the modules' outputs and at least one DC/AC converter at an onshore substation.,2012,H02J   3/36; H02J   1/12; G06Q  50/06; Y02E  60/60; G06F   1/26; H02J   3/00; H02J   3/38; H02J   3/386; Y02E  10/763; Y10T 307/707; B63H   3/10
409356772,CN201310132037,Jacket support structure capable of being connected through grouting,"The invention discloses a jacket support structure capable of being connected through grouting. A plurality of hollow steel piles are driven into a sea floor and fixed, grouting guide pipes are welded on jacket support legs, the upper end of the grouting guide pipe is arranged on a jacket platform, tail ends of jacket support legs are inserted in ports at the upper ends of the steel piles to form connection gaps, tail ends of grouting guide pipes are inserted into the connection gaps, constructors can guide concrete slurry into the connection gaps of the jacket support legs and the steel piles on the jacket platform by using the grouting guide pipes, reliable connection of the jacket support legs with the steel piles can be guaranteed, and the jacket support structure has the advantages of being low in construction cost, low in construction difficulty and convenient to operate.",2013,F03D  11/04; E02B  17/00; E02D  27/44; E02D  27/52
409357512,CN201310084169,Stable wave power generation system,"The invention relates to a stable wave power generation system. The stable wave power generation system comprises an energy collection unit, an energy collection and output system and a water turbine generator set, wherein the energy collection unit is used for collecting the energy of an unstable power source and converting the energy into energy which can achieve reciprocating rectilinear motion; the energy collection and output system is used for converting the energy which can achieve reciprocating rectilinear motion into liquid energy with specific pressure and driving the water turbine generator set to achieve power generation; the energy collection unit is connected with the energy collection and output system, and the energy collection and output system is connected with the water turbine generator set; and the energy collection unit comprises a wave energy collection unit. The stable wave power generation system can protect equipment to the utmost extent, prolongs the service, improves the reliability, can also greatly simplify the manufacturing technique of a wind power generation system, has stronger adaptability to wind speed change, can absorb all energy and can fundamentally solve the problem of low-voltage ride-through of electric power Internet surfing of a traditional wind power generation system.",2013,F03B  13/189; F03B  13/18; F03D  15/00; F03D   1/02; F03D   9/13; Y02E  10/38; F03D  13/25; F03B  13/12; F03D   9/00
409385409,CN201320113564U,Marine wind power generator set split hoisting device,"The utility model relates to a marine wind power generator set split hoisting device and an installing method. The marine wind power generator set split hoisting device comprises a marine wind power basic bearing table, a transfer platform, a plurality of sectional tower tubes, an engine room, wheel hubs, blades, a tower tube self-elevating crane and a floating crane boat, wherein the marine wind power basic bearing table is positioned in the sea, a basic tower tube is arranged on the marine wind power basic bearing table, the floating crane boat loads the sectional tower tubes, the transfer platform, the engine room, the wheel hubs, the blades and the tower tube self-elevating crane and is arranged on the marine wind power basic bearing table through a floating crane, the transfer platform is positioned between the marine wind power basic bearing table and the floating crane boat and is used for transferring and placing installing components, the tower tube self-elevating crane is used for overlapping the sectional tower tubes on the basic tower tube and vertically moves along the installed tower tubes, and the engine room, the wheel hubs and the blades are also hoisted and transported through the tower tube self-elevating crane and are arranged at the top of the combined tower tubes.",2013,B66C  23/52; F03D  11/04
409421059,US201313743187,Axial gap rotating electrical machine,"Direct drive rotating electrical machines with axial air gaps are disclosed. In these machines, a rotor ring and stator ring define an axial air gap between them. Sets of gap-maintaining rolling supports bear between the rotor ring and the stator ring at their peripheries to maintain the axial air gap. Also disclosed are wind turbines using these generators, and structures and methods for mounting direct drive rotating electrical generators to the hubs of wind turbines. In particular, the rotor ring of the generator may be carried directly by the hub of a wind turbine to rotate relative to a shaft without being mounted directly to the shaft.",2013,F03D   9/00; F03D   9/25; Y02E  10/725; F03D  13/25; H02K   7/08; H02K   7/18; Y02E  10/727; F05B2220/7066; H02K   7/1869; F03D   1/0608; F03D  15/20; F05B2240/93; F03D   1/06; H02K   7/088; Y02E  10/721
409426376,US201113876967,Device for boat propulsion or energy production,"Propulsion device for boats or device or energy production comprising: a first track a second track; driving wheels each having a peripheral surface comprising a friction device rotatably arranged in at least one frame, wherein the first track is arranged in contact with the friction devices at a first set of driving wheels, the second track is arranged in contact with the friction devices at a second set of driving wheels, such that the tracks move with the same speed as the peripheral surface of the rotatable driving wheels where the track is in contact with the friction devices when the driving wheels rotate; a plurality of shovel rollers each comprising a first and a second end and between the ends a device with an outer periphery, wherein the first ends of the shovel rollers are arranged in the first track and the second ends of the shovel rollers are arranged in the second track such that the shovel rollers move with the tracks in relation to the structure when the driving wheels rotate, wherein the device further comprises a flat continuous carpet-like device with side-ends which is arranged between the first and second sets of driving wheels and abutting the outer periphery of the shovel rollers; that the carpet-like device forms a shovel surface between two of the shovel rollers, and that the formed shovel moves in relation to the frame when the shovel rollers move in relation to the frame.",2011,B63H   5/03; F03B  17/06; F03B  17/066; B63H   1/04; Y02E  10/28; B63H   1/34; B63H   5/02; F03D   5/00; F03B  17/068; F03B   9/00; F03B  13/18; Y02B  10/30
409480673,IL20130226039,High efficiency propeller with increased contact surface area,NULL,2013,F04D  29/181; F04D  29/384; Y02E  10/721; F01D   5/14; B64C  11/18; F05B2240/30; B63H; B63H   1/26; Y02T  70/542
409488487,IL20130226199,Method of dynamic energy-saving superconductive propeller interaction with a fluid medium,NULL,2013,B64C  21/025; Y02T  50/166; B63H   1/28; B64C  11/00; F01D   5/18; F15D   1/008; Y02T  70/542; F01D   5/147; F03D; B63H; B63H   1/26
409500598,EP20130745339,FLOATING WIND TURBINE SAFETY SYSTEM,NULL,2013,F03D  13/25; Y02E  10/723; Y02E  10/725; B63B  39/00; F03D   7/02; F03D   7/042; F05B2240/93; Y02E  10/727; F03D   9/257; B63B  39/03; B63B2035/446
409510431,CN201310208908,Environment-friendly wind energy toilet,"The invention discloses an environment-friendly wind energy toilet which comprises a toilet body, an end cover, a wind collection impeller and an air storage tank, wherein the wind collection impeller and the air storage tank are used for collecting wind energy; the wing collection impeller is arranged on a wind collection impeller shaft, and connected with an air inlet impeller positioned in an air inlet duct of the air storage tank by a first transmission mechanism; an air inlet one-way valve is arranged in the air inlet duct of the air storage tank; an opening at the upper end of the toilet body is provided with a cycle of inward raised bulge; a cycle of communicated airflow channel is arranged in the bulge; a cycle of air holes are formed in the bulge downwards; air exhausting directions of the air holes incline in the same direction to allow that an airflow can form a downward cyclone along an inner wall of the toilet body after air is exhausted from the air holes; and the air storage tank is communicated with the airflow channel in the bulge by an air exhaust duct. The environment-friendly wind energy toilet can collect and use a wind resource for cleaning without water, and has the advantages of energy saving and environmental protection.",2013,B63B  29/14; B61D  35/00
409516667,CN201310160580,Device and method for centering wind power generator spindle and gearbox shaft expansion sleeve,"The invention discloses a device and a method for centering a wind power generator spindle and a gearbox shaft expansion sleeve. The device comprises a wind power generator spindle support, a gearbox support and a tension machine, the wind power generator spindle support comprises a base and a floating rack in up-down arrangement, the floating rack comprises a mounting seat on an upper layer and a floating seat on a lower layer, a horizontal roller set supporting a wind power generator spindle assembly is mounted on the mounting seat and brings convenience to the wind power generator spindle to horizontally move, and a spring support between the base and the floating seat enables the wind power generator spindle assembly and the floating rack to be in a floating state in the vertical direction. The device and the method for centering the wind power generator spindle and the gearbox shaft expansion sleeve are high in centering accuracy, simple to operate and few in needed personnel.",2013,F03D  11/04
409645874,CN201310095964,Grouting positioning and leveling method for offshore wind turbine jacket foundation setting,"The invention discloses a grouting positioning and leveling method for offshore wind turbine jacket foundation setting. The method includes 1) fixing connecting components, 2) accurately measuring the positions and inclinations of undersea pile surface punched undersea, 3) adjusting upper and lower positions of flanges on pile legs of a wind turbine jacket foundation according to the measured data, welding the flanges respectively, then keeping the flanges horizontal with the wind turbine jacket foundation after the connecting components are locked, 4) locking and fixing, and 5) grouting and fixing. The grouting positioning and leveling method is used for grouting prior to leveling and fixing.",2013,E02D  27/52; E02D  27/42; E02D  27/12
409681465,CN201320091720U,Offshore booster station detached column multi-pile jacket foundation,"The utility model relates to an offshore booster station detached column multi-pile jacket foundation. The utility model aims at providing an offshore booster station detached column multi-pile jacket foundation for improving the load-carrying properties and global stability of a foundation structure and adapting to deeper sea areas with the depth larger than or equal to 20m. The technical scheme adopted by the utility model is as follows: the offshore booster station detached column multi-pile jacket foundation comprises a vertically-arranged middle stand column and is characterized in that at least three inclined guide pipes with equal inclination angles are evenly arranged around the axis at the periphery of the middle stand column; the terminals, at same ends, of the guide pipes define a regular polygon which takes the middle stand column as a center; a cross stay is in rigid joint between the adjacent guide pipes; a slanted strut is in rigid joint between the middle stand column and each guide pipe; and the top end of the middle stand column is provided with a booster station platform which is simultaneously in rigid joint with the top end of each guide pipe. The offshore booster station detached column multi-pile jacket foundation is applicable to supporting an offshore wind power plant booster station.",2013,E02D  27/52; E02D  27/16
409681477,CN201320154097U,Offshore floating fan foundation,"The utility model provides an offshore floating fan foundation, and relates the offshore wind power generation technology. The rocking and vibration of the floating fan foundation caused by wind load and wave load are effectively reduced. The offshore floating fan foundation comprises a buoyancy tank, a vertical pillar, a supporting frame used for connecting the buoyancy tank and the vertical pillar, and a shock-absorbing device, wherein the shock-absorbing device is arranged inside the buoyancy tank, rocks along with the buoyancy tank, and absorbs the rocking energy of the buoyancy tank. The offshore floating fan foundation is mainly used for supporting a floating-type offshore wind power generation unit.",2013,E02D  27/52; B63B  35/44; E02D  27/42
409681513,CN201320093635U,Temperature controlling device for pile leg of wind-power mounting platform,"The utility model discloses a temperature controlling device for a pile leg of a wind-power mounting platform. The temperature controlling device comprises a water pipe, an annular heat exchanger and a floating body block which are sequentially sleeved on the pile leg from top to bottom, wherein a water inlet pipe and high-pressure spray nozzles are arranged on the water pipe; the annular heat exchanger comprises a medium inlet, a medium outlet and a heat conducting pipe for connecting the medium inlet with the medium outlet; the water inlet pipe is connected with hot water drained from a diesel engine; and the medium inlet can be connected with a tail gas pipe of the diesel engine. According to the temperature controlling device disclosed by the utility model, the pile leg is heated by using waste heat of a diesel engine set of the wind-power mounting platform, so that the ice load of the pile leg is eliminated and the use range of the pile leg in cold areas is greatly widened; in addition, energy economization and environment friendliness are realized; and when the weather is hotter, the high-pressure spray nozzles on the water pipe spray water outwards, so that air of the pile leg or equipment of the mounting platform is cooled.",2013,E02D  31/00
409683809,CN201320118651U,Semi-submersible ocean current wind power combined power generation system,"The utility model relates to a semi-submersible ocean current wind power combined power generation system which comprises a floating platform. A wind power generation system is arranged on the upper surface of the floating platform. A generator is arranged in the floating platform. Suspension cabins are evenly distributed on the periphery of the floating platform. Ocean current pipelines are transversely arranged below the floating platform. The semi-submersible ocean current wind power combined power generation system is characterized in that the ocean current pipelines comprise a conflux pipeline, a turbo cabin and a drainage pipeline, wherein the conflux pipeline, the turbo cabin and the drainage pipeline are transversely and coaxially connected in sequence. A float bowl is connected to the lower end of the floating platform, and openings are formed in opposite floating walls of the floating bowl in the radial direction. The turbo cabin penetrates through the openings and is fixedly connected with the float bowl in a sealing mode. A wheel cylinder is arranged in the turbo cabin at one end of the conflux pipeline and can rotate along with the axis of the turbo cabin. Turbine blades are evenly distributed in the outer wall of the wheel cylinder in the circumferential direction. The wheel barrel is matched with an input shaft of the generator in a linkage mode. A conical fairing is arranged in the conflux pipeline, and one round end of the conical fairing is the same with the wheel cylinder in diameter and corresponding in position. The semi-submersible ocean current wind power combined power generation system is small in size, capable of reducing manufacturing cost, high in utilization rate of fluid, and capable of generating high electric energy.",2013,Y02E  10/226; F03B  11/00; F03D   1/04; Y02E  10/725; F03B   3/12; F03B   3/18; F03B  13/00; Y02E  10/223; Y02P  70/523; F03D   9/00; F03D  11/02
409683811,CN201320118686U,Power generation system integrating wind gathering power generation and ocean current power generation,"The utility model discloses a power generation system integrating wind gathering power generation and ocean current power generation. The power generation system comprises a floating body, wherein a wind gathering power generation unit and an ocean current power generation unit are arranged on the floating body. The floating body is a boat-shaped cavity, and the ocean current power generation unit is located in the floating body. The ocean current power generation unit comprises an ocean current inlet and a wake current outlet located at two ends of the floating body respectively. An ocean current speed-increasing pipeline is connected between the ocean current inlet and the wake current outlet. A current gathering hopper is located at the ocean current inlet. An air compressor, a power transmission and transformation device, a water turbine and a motor are arranged in the floating body and above the ocean current speed-increasing pipeline. An output terminal of the motor is connected with the power transmission and transformation device through a cable. A bucket of the water turbine extends into the ocean current speed-increasing pipeline. A buoyancy cabin is arranged in the floating body and below the ocean current speed-increasing pipeline. The wind gathering power generation unit comprises a tower body, and a wind gathering head is arranged at the upper end of the tower body. A wind gathering pipeline is arranged in the tower body. A draught fan and a motor are arranged at the lower end of the wind gathering pipeline. An output terminal of the motor is connected with the power transmission and transformation device through a cable. The power generation system integrating the wind gathering power generation and the ocean current power generation is easy to construct and low in building cost.",2013,F03B  13/00; B63B  35/00; F03B   3/18; F03D  11/00; Y02E  10/223; F03B   3/00; Y02E  10/725; F03D   9/00
409683855,CN201320115267U,Floating flow-guiding type vertical-axis wind generator,"The utility model discloses a floating flow-guiding type vertical-axis wind generator which comprises a vertical main shaft, a floating flow-guiding type blade set and a generating device. The floating flow-guiding type blade set is composed of a first blade and a second blade, wherein the first blade is provided with a first connection portion, the second blade is provided with a second connection portion, and the first connection portion and the second connection portion are connected on two sides of the vertical main shaft respectively. The generating device is connected with the vertical main shaft, and the vertical main shaft can drive the generating device to generate electricity in the rotating process. When wind blows the first blade and the first blade drives the vertical main shaft to rotate, the second blade is affected by the wind to rotate with the second connection portion as an axis, and after the second blade is affected by the wind, the resistance of the second blade on rotation of the vertical main shaft driven by the first blade is greatly reduced. When the wind blows the second blade and the second blade is made to drive the vertical main shaft to rotate, the first blade is affected by the wind and then rotates with the first connection portion as an axis, and after the first blade is affected by the wind, the resistance of the first blade on rotation of the vertical main shaft driven by the second blade is greatly reduced.",2013,F03D   3/00; F03D   9/00; Y02E  10/70; Y02E  10/74
409704269,US201313849308,Structure and method for capturing and converting wind energy at sea,"A system for capturing and converting and/or storing wind energy includes a vessel adapted to receive at least one wind machine for capturing wind and a device for converting wind energy to storable energy. A method of adapting a vessel, such as a surplus cargo ship or an oil tanker, for use as a offshore power generating system comprises equipping a vessel with devices for capturing a renewable energy source, positioning the vessel at sea to capture the renewable energy source, converting the renewable energy to a storable energy source, and storing the converted energy, and repositioning the vessel to capture further renewable energy or transport the stored, converted energy.",2013,F05B2240/95; F03D  13/25; H02S  10/10; Y02E  10/727; H01M   8/06; Y02E  70/10; F03D   9/00; F03D   9/19; F03D   9/32; F03D  11/04; H02P   9/04; Y02E  10/725; Y02P  20/134; F03D   9/02; B63H  25/42; C25B   1/10; Y02E  60/366; Y02P  20/133; B63B  17/00; B63B  35/44; H01L  31/042; F05B2240/931; H01M   8/0656; F03D   9/25
409710250,US201213397767,Shipping fixture and method for transporting rotor blades,"A shipping fixture and method for transporting a rotor blade are disclosed. The shipping fixture is configured for stacking thereon of an adjacent shipping fixture. The shipping fixture includes a first frame comprising a first support member and a first nesting feature. The first frame is further configured for stacking thereon of the adjacent shipping fixture. The shipping fixture further includes a second frame comprising a second support member, a second nesting feature, and a mounting feature. The second nesting feature mates with the first nesting feature to removably nest the second frame to the first frame at least partially within the first frame. The mounting feature is configured for mounting of the rotor blade thereon.",2012,F05B2240/95; F03D  13/40; F05B2260/02; B60P   3/40; B60P   7/06; Y02E  10/721; Y02E  10/727
409710312,US201113806036,Apparatus for extracting energy from a fluid flow,"An apparatus for extracting energy from a fluid flow including a secondary fluid channel, a fluid driveable generator unit and a primary fluid channel. The primary fluid channel comprises a fluid intake in fluid communication with a throat. The throat is configured to increase the flow velocity and reduce the pressure of the primary fluid flowing through the primary fluid channel and includes at least one plenum in the interior of the throat configured to further reduce the pressure of the primary fluid flowing through the primary fluid channel. The plenum includes at least one perforation through its exterior surface in fluid communication with the secondary fluid channel. As such, the flow of primary fluid through the primary fluid channel draws the secondary fluid into the primary fluid channel through the secondary fluid channel and the perforation and thereby into driving engagement with the generator.",2011,F01D   1/02; F03D   3/04; F04F   5/10; F03D  13/25; F04F   5/04; Y02E  10/28; Y02E  10/727; F04F   5/16; F05B2210/18; F05B2240/93; Y02E  10/38; F03B  13/26; F03B  13/264; F03D   9/00; F05B2250/313; F03D   9/008; F03D   9/25; F05B2240/131; F05B2240/931; F03D   1/04; F05B2240/133; F05B2260/601; F03D   1/02
409745249,AU20090101381,Apparatus for expelling energy away from the earth in order to suppress global warming,"An apparatus for expelling energy away from the earth in order to suppress global warming of the present invention is characterized by comprising a first generator for converting 5 kinetic energy such as solar energy entering into atmosphere of the earth, geothermal energy, energy consumed by humans and converted mainly into heat or light, or a current of air or ocean waves etc. into electrical energy, a heat pump operated by the electrical energy obtained from the first generator, a second 10 generator for converting heat energy produced by the heat pump into electrical energy, and an oscillator for converting the electrical energy obtained from the second generator into electromagnetic wave and radiating the electromagnetic wave into the outer space.",2009,A01G  15/00; Y02E  10/34; Y02E  10/72; F24J   2/00; H02J  50/20; F03D   1/00; F03B  13/00; Y02E  10/46; F03G   6/00; Y02E  10/10; F03D   9/00; F03G   4/00; F24T  10/00
409747109,KR20110139334,Offshore wind turbine and construction method thereof,"PURPOSE: An offshore wind power plant and a construction method thereof are provided to facilitate an installation, and to be able to convey by integrating a tower and a foundation by floating on a sea surface by comprising one combination in which a tower and a foundation are combining to float on a sea surface and to be folded each other. CONSTITUTION: An offshore wind power plant comprises a foundation (105), a tower (130), a nacelle, and a blade. The foundation is fixed to a submarine ground. The tower is installed at an upper end of the foundation. The nacelle is installed in a top of the tower. The blade is mounted on the nacelle. In the tower, a lower part is hinge-combined in an upper end of the foundation, and assembled in the foundation.",2011,Y02E  10/726; E02D  27/52; F03D  11/04
409748142,KR20110139787,Offshore wind power plant,"PURPOSE: A sea wind power generator is provided to include numerous air paths arranged in a radial direction around an impeller and induce power toward a central impeller regardless of the direction of wind, thereby generating power. CONSTITUTION: A sea wind power generator includes a floating body (10), an impeller (20), a generator (30), and an air guide unit (40). The floating body floats on the surface of the water. The impeller is installed on the center portion of the floating body. The generator is driven by a runner. The air guide unit is provided to guide wind, which is flew from the circumference of the floating body, to the impeller, and includes numerous air paths (44) which are arranged in a radial direction around the impeller.",2011,F05B2240/211; F03D   3/005; Y02E  10/727; Y02E  10/74; F03D   3/04; F05B2240/95; F05B2240/93; F03D  11/00; F03D   3/0409
409754861,KR20110144202,Multi-Turbine Installed Offshore Wind Power Structure,"PURPOSE: An offshore wind power generation structure having multiple turbines is provided to install the multiple small turbines, thereby reducing the weights of the turbines, increasing power generating capacity, reducing cost for construction and required cost, and improving stiffness and ductility. CONSTITUTION: An offshore wind power generation structure having multiple turbines includes a tower (10), a turbine support (80), and the turbines (90). The tower includes a concrete part, at least one hollow part, and an inner tube part. The width of the concrete part becomes narrow from the bottom of the concrete part to the top of the concrete part. The hollow part is formed inside the concrete part. The inner tube part adheres to the inner circumference of the hollow part, and is formed with steel or fiber reinforced plastics (FRP). The turbine support is placed at the upper end of the tower. The turbines are placed at the turbine support.",2011,F03D  11/04; Y02E  10/727; F03D   1/02; F05B2240/95; F03D  11/00; Y02E  10/72
409758631,KR20137009306,MAGNUS ROTOR WITH BALANCING WEIGHTS AND METHOD FOR BALANCING A BODY OF REVOLUTION,NULL,2011,B63H   9/02; Y10T  29/49316; F03D   7/0296; B63H   9/06; F03D   3/067; F03D  13/35; F03D   3/005; Y02T  70/58
409769709,KR20120004340,Floating Wind Power Generation Apparatus and Method for Buoyancy Compensating thereof,"PURPOSE: A float type wind power generator and a buoyancy compensation method therefor are provided to separate one of areas taking charge of load, thereby preventing the float type wind power generator from sinking. CONSTITUTION: A float type wind power generator includes a buoyancy unit (121), a load unit (123, a sensing unit (131), and a control unit (132). The buoyancy unit is partitioned by a plurality of buoyancy areas. The load unit is partitioned by a plurality of load areas to fix the float type wind power generator. The sensing unit senses whether the buoyancy areas are damaged or not. As a result of sensing from the sensing unit, if at least one damaged buoyancy areas of the buoyancy areas is generated, the control unit separates at least one of the load areas. [Reference numerals] (121) Buoyancy unit; (122) Central unit; (123) Load unit; (131) Sensing unit; (132) Control unit; (133) Communication unit; (AA) Sea surface; (BB) Sea-bed",2012,F03D  11/00; E04H  12/00; F05B2240/93; F05B2260/80; F03D  11/04; F05B2240/95; Y02E  10/727; F03D  13/22; F03D  17/00
409772115,KR20120005776,Floating wind power generation unit,"PURPOSE: A floatable wind power generation device is provided to obtain large buoyancy for a long time because a floating block is filled with air. CONSTITUTION: A floatable wind power generation device comprises a rotary blade (100), a power generator (200), a floating block (300), and a tower (400). The rotary blade is rotated by wind. The power generator generates electric power using the rotation force of the rotary blade. The floating block is entirely or partially filled with air and has a bottom-opened space. The tower connects the power generator and the floating block.",2012,F03D  13/25; F05B2220/706; F03D  11/04; F05B2240/90; F03D   9/008; B63B  35/44; Y02E  10/72; B63B2035/446; F03B  13/22
409778196,KR20130062768,FLOATING STRUCTURE FOR CONSTRUCTING WIND POWER PLANT,"PURPOSE: A floating offshore wind power generation structure is provided to have a stable structure against wind and waves, to facilitate transportation and installation, and to increase power generation amount. CONSTITUTION: A floating offshore wind power generation structure comprises a floating body (10), an auxiliary floating body (20), an anchor (30), a tower (40), generators (50), and a rotating device (60). Convex portions (11) and concave portions (12) are alternatively formed in the upper part of the floating body. Lower convex portions and lower concave portions are alternatively formed in the lower part of the floating body. A seawater tank is formed inside the floating body. The auxiliary floating body is detachably installed in the lower part of the floating body. The anchor is connected to the lower part of the floating body by a wire (31) and is fixed on the seabed (1). The tower comprises two triangular frames (41) and connection members (42) for connecting the two frames. The generators are respectively installed on the top of the two frames of the tower. The rotating device comprises a rotary shaft (61), of which both ends are connected to the generators, and blades (62) connected to rotate on the rotary shaft between two frames.",2013,F03D  13/22; Y02E  10/727; F03D  11/04; F05B2240/95; F03D  11/00; B63B  22/00
409793840,US201213557491,Gas turbine engine geared architecture axial retention arrangement,A support assembly for a geared architecture includes an engine static structure. A flex support is secured to the engine static structure and includes a bellow. A support structure is operatively secured to the flex support. A geared architecture is mounted to the support structure. First members are removably secured to one of the engine static structure and the flex support and second members are removably secured to the support structure. The first and second members are circumferentially aligned with one another and spaced apart from one another during a normal operating condition. The first and second members are configured to be engageable with one another during an extreme event to limit axial movement of the geared architecture relative to the engine static structure.,2012,F01D  15/12; B64D2027/266; F01D  25/18; F05D2260/40311; A47C   7/74; F16H  57/04; F01D  25/16; F02C   7/20; F02C   7/36; F05D2220/36; Y10T  29/49318; B63H   1/00; B64D  27/26; F03D  11/02; F01D  21/045
409823284,DK20090180856T,FremgangsmÂde til planering af ujÊvnheder af havbunden,NULL,2009,E02B2017/0039; E02D  27/42; F03D  13/22; F16L   1/16; Y02E  10/727; E02D  15/10; E02B2017/0091; F05B2240/95; H02G   1/10; H02G   9/025; E02D  27/52; F16L   1/12
409861312,CN201310164921,High-gravity field wind generation device for giant maritime work centrifuge,"The invention discloses a high-gravity field wind generation device for a giant maritime work centrifuge. The high-gravity field wind generation device for the giant maritime work centrifuge comprises a maritime work hanging basket model box, a honeycomb device, air blowers and exhaust fans, the maritime work hanging basket model box is circular-arc-shaped and is provided with a groove cavity, the maritime work hanging basket model box is provided with an air inlet, a water inlet, an air outlet and a water outlet, the maritime work hanging basket model box comprises a first section, a second section and a middle section in the length direction from a first end to a second end, the middle section is arranged between the first section and the second section, and is used for placing a maritime work structure, an energy dissipation structure which is close to the second end is arranged in the second section, the bottom wall of the middle section protrudes outwards to form a groove, soil seabed is arranged in the groove, soil seabed is arranged on the bottom face of the groove cavity, the groove cavity is filled with water, the honeycomb device is arranged in the first section, and is close to the air inlet, the air blowers are connected with the air inlet to carry out air blowing on the interior of the groove cavity, and the exhaust fans are connected with the air outlet to carry out air draft from the interior of the groove cavity. The high-gravity field wind generation device for the giant maritime work centrifuge can reproduce the process of ocean storms in a high-gravity field.",2013,G01M  99/00
409884068,CN201320168539U,Floating type fan foundation,"The utility model discloses a floating type fan foundation, relates to the technical field of offshore wind power generation. By means of the floating type fan foundation, objects of an electrical cabinet and the like can be prevented from being mounted in a tower barrel, so that the safety and the convenience for mounting the objects of the electrical cabinet and the like are improved. The floating type fan foundation comprises a vertical column, support frames and floating boxes, wherein the vertical column is fixedly connected with the floating boxes through the support frames; and the floating type fan foundation further comprises protective bins used for accommodating the objects, and the protective bins are arranged in the positions, rather than the position of the vertical column, of the floating type fan foundation.",2013,B63B  35/44; B63B2001/128; B63B   1/125; B63B2035/446; B63B   1/107
409890565,CN201320050009U,"Device for generating electric power through utilization of wind, water and light","A device for generating electric power through utilization of wind, water and light comprises a floating device, a fixed substrate, a rotating base, a wind power generation device, wave power generation devices and a photovoltaic power generation device. The device can integrally float on the water surface to work, and is not prone to being influenced by tides, high in power generation capacity, simple in structure, small in size, easy to maintain and low in maintenance cost. The device is further provided with the wind power generation device, an anemograph and a solar panel, wherein the anemograph is connected with a generator. According to the device, waves can be utilized to generate electric power, sea wind can be utilized to generate electric power and solar energy also can be utilized to generate electric power, so other electric energy sources are effectively utilized, and power generation capacity is increased. The wind power generation device and the wave power generation devices are arranged on the rotating base. The wind power generation device is provided with a wind power rudder. The rotating base can rotate horizontally within 360 degrees, enable angles of the wave power generation devices to be adjusted according to wind directions and enable the wave power generation devices to be always located at the best angle, and therefore the efficiency of the power generation operation can be guaranteed.",2013,F03D   9/00; H02S  10/10; B63B  35/00; F03B  13/14; H02S  10/12; Y02E  10/725; Y02E  10/38
409900765,CN201320149073U,Offshore wind farm high-voltage AC (Alternating Current) power transmission accessing system,"The utility model relates to an offshore wind farm high-voltage AC power transmission accessing system, which comprises a wind turbine generator system, a transformer station and an external electrical network. The wind turbine generator system is connected with the transformer station through submarine cables. The transformer station is connected with the external electrical network through a submarine cable. The transformer station comprises a reactive compensation device and a transformer which are sequentially connected. One end of the transformer is connected with the wind turbine generator system while the other end is connected with the external electrical network. Compared with the prior art, the offshore wind farm high-voltage AC power transmission accessing system has the advantages of high system reliability, good safety, easy realization and high electric energy output efficiency, etc.",2013,H02J   3/38; Y02E  10/763
409903495,EP20130004184,Method for laying a cable in the offshore area from a wind energy plant to a destination and wind energy plant to be sited in the offshore area,"The method involves placing a scour guard (15) at a wind energy plant. A cable drum (10) with a cable is received at the wind energy plant by a submarine vehicle (18) i.e. remotely controlled vehicle. A pivot arm (20) is arranged in a region, which faces towards a rear side (37) of the submarine vehicle, during receiving the drum. The cable drum is transported to a destination by the submarine vehicle under continuous laying of the cable. The cable is introduced into a cable duct i.e. J-tube, at the destination. The cable is completely removed from the cable drum at the destination. An independent claim is also included for a wind energy plant.",2013,H02G   1/10; H02G   9/02; E02F   5/10; F03D  11/04
409917372,EP20130751616,SHIP FOR INSTALLING OFFSHORE WIND TURBINE AND METHOD FOR INSTALLING OFFSHORE WIND TURBINE,"This support rack (10) is a support rack (10) that is employed to transport a wind turbine (11), in which a tower (13), a nacelle (14), and turbine blades (15) are assembled, to a wind-turbine installation sea area in a state in which the wind turbine (11) is accommodated in the support rack (10) and to install the wind turbine (11) on a foundation installed in the wind-turbine installation sea area in advance, and is provided with wind-turbine supporting structures (24 and 25) that have an overturning prevention support (21), which prevents the wind turbine (11) from overturning by supporting an outer circumferential surface of the tower (13) from outside, and that have a bottom-portion support (23), which receives, from below, the entire weight of the wind turbine 11 by supporting a flange (22) provided in the accommodated tower (13).",2013,B63B  21/50; B63B  35/00; F03D  13/10; F03D  13/40; Y02P  70/523; B63B  35/44; E02B2017/0091; F03D  11/04; F05B2240/95; B63B  35/003; F03D   1/00; E02B2017/0039; E02B2017/0043; F05B2230/6102; B63B  27/10; F03D  13/20; F03D  13/25; Y02E  10/727
409944950,DE20121013615,Offshore-Energiepark und Verfahren f¸r dessen Erstellung,"Die Erfindung betrifft einen Offshore-Energiepark mit mehreren Offshore-Energieerzeugungsanlagen, die jeweils einen von einer Fluidbewegung angetriebenen Leistungsaufnehmer und eine Pfahlgr¸ndung mit jeweils mindestens einem Fundamentpfahl umfassen, wobei sich der Fundamentpfahl unter den Meeresgrund erstreckt. Die Erfindung ist dadurch gekennzeichnet, dass ein Kabeltunnel unter dem Meeresgrund die Fundamentpf‰hle f¸r wenigstens zwei Offshore-Energieerzeugungsanlagen verbindet.",2012,F03D  11/04; Y02E  10/226; F03D  80/85; H02G   9/06; F03B  11/00; F03D   9/257; H02G   9/08; F05B2240/95; H02G   9/02; F03D  13/22; Y02E  10/727; F05B2240/96
409944954,DE20121013618,Offshore-Energieerzeugungsanlage und Montageverfahren,"Die Erfindung betrifft eine Offshore-Energieerzeugungsanlage umfassend einen durch eine Fluidbewegung angetriebenen Leistungsaufnehmer; einen elektrischen Generator, der durch den Leistungsaufnehmer wenigstens mittelbar angetrieben wird; ein elektrisches Verbindungskabel zur Leistungs¸bertragung; und eine Pfahlgr¸ndung, umfassend einen Fundamentpfahl, der sich unter dem Meeresgrund erstreckt. Die Erfindung ist dadurch gekennzeichnet, dass am Fundamentpfahl unterhalb des Meeresgrunds ein Kabeldurchgang angeordnet ist, der sich durch eine Auflenwandung des Fundamentpfahls erstreckt und durch den das elektrische Verbindungskabel gef¸hrt ist.",2012,E02D  29/12; F05B2240/95; E02D  27/52; F03D  11/04; E02D  27/425; F03D  13/22; H02G   1/10; H02G   9/06; F05B2240/96; Y10T  29/49117; F03D   9/255; Y02E  10/727; H02G   1/08; H02G   1/14
409973917,ES20120000239,MÈtodos y sistemas para aliviar cargas en aerogeneradores marinos,"MÈtodos y sistemas para aliviar cargas en aerogeneradores marinos. En caso de mal funcionamiento del sistema de mediciÛn de cargas, usan uno de los siguientes vectores de ·ngulo de paso para el c·lculo del comando de ·ngulo de paso de cada pala: - el vector de ·ngulo de paso que est· siendo aplicado al mismo tiempo en un aerogenerador del parque eÛlico; - un valor medio de los vectores de ·ngulo de paso que est·n siendo aplicados al mismo tiempo en un grupo de aerogeneradores del parque eÛlico; - el vector de ·ngulo de paso resultante de una ley de control, obtenida a partir de registros histÛricos del aerogenerador cuando el sistema de mediciÛn de cargas funcionaba correctamente, definiendo el vector de ·ngulo de paso como una funciÛn de al menos la velocidad del viento V, si los anteriores vectores de ·ngulo de paso no est·n disponibles.",2012,F03D   7/047; F05B2260/966; F05B2270/1095; F05B2270/329; F03D   7/02; F03D   7/024; F03D   7/042; F05B2240/96; F03D   7/04; F03D   7/048; F05B2270/326; F03D   7/046; F05B2260/71; F05B2260/845; Y02E  10/723; F03D   7/0224; F05B2240/95; F05B2270/32
409990000,EA20130090407,PROCESS FOR INSTALLING AN OFFSHORE TOWER,"Process for installing an offshore tower, specifically a substructure, which comprises the following steps: a) dry manufacturing a foundation comprising a block (1, 1') basically made of concrete and dry manufacturing a base section (25) of a shaft (2), b) applying said base section to said foundation block, forming a unit called the 'starting unit', g) moving said starting unit to the installation point of said substructure, and i) actuating in a controlled manner first ballast valve means in such a manner that said starting unit sinks until resting on the seabed; having before placed said foundation block or said starting unit in the body of water where the installation point of said substructure is located.",2011,E02B  17/027; F03D   1/00; F03D  13/22; Y02P  70/523; E02B2017/0047; E02B2017/0065; F03D  13/10; E02B2017/0091; F05B2240/95; F05B2240/97; F05B2230/6102; Y02E  10/727; E02B  17/025; E02B2017/0039; E02B2017/0082; F03D  11/04
410009019,DK20100189995T,K¯leindretning til et vindenergianlÊg,NULL,2010,F03D  11/00; Y02E  10/72; F05B2240/95; F05B2240/12; F05B2280/5004; F05B2280/6012; F28F  13/003; F03D  80/60; F28F  13/00; F05B2240/14
410023132,US201113885843,Energy conversion from fluid flow,"A device for use in extracting energy from an incoming fluid flow is presented. The device comprises: an oscillator assembly mounted on a base, the oscillator assembly comprising: a main body for exposing to an incoming fluid flow; and a joining element attached to the main body and configured for anchoring the main body to the base and enabling oscillation of the main body with respect to the base; an operative flow affecting unit comprising at least one flow interacting element located in at least one location respectively on a surface of the main body, the operative flow affecting unit being configured and controllably operable for affecting a separation of streams of the fluid flowing over the surface of the main body; a control unit in communication with the operative flow affecting unit, the control unit being configured and operable for activating and deactivating of each of the at least one flow interacting element of the operative flow affecting unit according to a certain time pattern, the time pattern being selected such that interaction between the flow interacting element and fluid streams creates vortices in the fluid streams at a selected vortex formation frequency causing an increase in oscillation of the main body, thereby enabling conversion of motion from the oscillation into useful energy.",2011,F05B2250/41; Y02E  10/28; F03D   5/00; Y02E  10/20; F03B   5/00; F03B  17/06; Y02E  10/70
410025235,US201113303251,Power generating floating vessel,"The present invention pertains to hydroelectric generation devices, and more particularly pertains to a fixed or floating paddlewheel electric generation device that may be placed in any flowing liquid source in order to generate power. Such an overall power generating system includes a paddlewheel component that is situated within an artificial channel properly configured to increase the velocity of the flowing liquid therethrough, thereby providing a manner of generating paddlewheel rotation at a speed greater than that relative to the main body of the fluid itself. Such an efficient process thus allows for effective conversion of such hydrokinetic power into mechanical energy in order to couple to a device to produce electricity from such captured power. The resultant electrical energy can then be supplied to a user's individual location or into an electrical grid in order to supply a clean, efficient, power source.",2011,F03B  17/063; Y02E  10/28; F05B2240/94; F03D   9/00; F05B2240/133; F03B   7/00; F03B  13/10; F05B2240/93
410025237,US201313865556,"Generating electrical power utilizing surface-level hot air as the heat source, high atmosphere as the heat sink and a microwave beam to initiate and control air updraft","The invention describes a method of generating electrical power utilizing hot surface air as the heat source, high atmosphere as the heat sink and a microwave beam aimed upward providing updraft to initiate and control the large-scale air circulation. The frequency of the microwave beam is centered at approximately 60 GHz, within the absorption band of molecular oxygen, so as to result in beam penetration to an altitude of several kilometers. The power plant comprises a high-power microwave source, e.g. a bank of gyrotrons, one or more turbine-generator sets, andóoptionallyóa condenser/cyclone (if on a floating platform). The plant can also provide clean water from condensation out of humid, sea level air. The plant could also be used to remove atmospheric carbon dioxide from large quantities of air. The dynamic chimney produced by the microwave beam could alternatively be deployed in conjunction with a solar heat power plants, industrial chimneys, and cooling towers of conventional power plants to increase their effective height.",2013,F03D   9/22; F03D   1/04; F05B2240/93; Y02E  10/465; F03D  13/25; F03D   9/39; F05B2260/24; H02P   9/04; F03D   9/00; F03D   9/007; H02K  99/00; H05B   6/6426; Y02E  10/725; F03D   9/25; Y02P  80/24; F05B2220/60; H05B   6/64; F03B  13/00; F03D   1/02; F05B2240/131; Y02E  10/72; Y02P  80/22
410037210,JP20120011017,WIND TURBINE GENERATOR AND ITS OPERATION CONTROL METHOD,"PROBLEM TO BE SOLVED: To provide a wind turbine generator by which a merit of operation control based on a wind speed in a front remote position of the wind turbine generator can effectively be enjoyed, and to provide its operation control method.SOLUTION: A front remote position A' in which measurement by a front wind-speed measuring instrument 20 is performed is specified on the basis of at least the deviation of the front wind-speed measuring instrument 20. A wind turbine generator 1 is controlled on the basis of a wind speed in the front remote position A' which is measured by the front wind-speed measurement instrument 20.",2012,F03D   7/042; F03D   9/00; F03D  13/25; F03D  17/00; F05B2270/32; F03D   7/04; F05B2240/95; F05B2270/8042; Y02E  10/723; F03D   1/06; F05B2240/93; Y02E  10/721
410052182,JP20120226477,VERTICAL PROPULSION UNIT OF SHIP,"PROBLEM TO BE SOLVED: To provide a vertical propulsion unit for lifting a square and azimuth thruster on a deck, and using natural energy as a power source, by equipping a ballast tank of floating by vessel speed water flow pressure.SOLUTION: The vertical propulsion unit comprises a folding-up screw pod equipment F of an aperture stored in a female-male column pipe frames and a water jet propulsion equipment K of a turbo-shaft engine L, and is formed as a structure for sucking the surplus air volume by a stern tank water intake port, by jetting by a very small valve to s groove frame in the stern direction of a ship bottom surface, by conducting the high output jet air volume to ballast tank equipment, and in propulsion of an electric motor, electric power by a wave height, float power generation of surging, onboard wind power generation and water flow power generation, this hydraulic power and electric power, are used as actuation power of a propulsion power generation cylinder engine, and output of a pair of generators is increased, and increased electric power is used as a power source of the vertical propulsion unit, to aim at fuel consumption-saving from a low speed ship.",2012,B63H   1/22; B63H  11/14; B63H  11/02; Y02E  10/721; B63B  39/06; B63H   5/125; B63H  21/17; F03D   3/06; B63B  35/00; F03D   1/06; Y02T  70/542; B63B   1/38; Y02T  70/56; F03D   9/00; F03D  11/04; Y02E  10/74; Y02T  70/122
410052352,JP20120219349,MARINE RESOURCE COLLECTION SYSTEM,"PROBLEM TO BE SOLVED: To provide a marine resource collection system.SOLUTION: A floating body 100 comprises: a collection facility 31 collecting a marine resource; power generating units 2, 3; a structure 70 for integrating them; a control part for performing mooring within a mooring sea area; and a GPS. The collection facility or the power generating unit includes: blades 11 receiving a wind; or propellers 12 in the sea. The structure includes: a ring 1 for connecting the collection facility and the power generating units; and mooring cables 13 for connecting the collection facility and the power generating units thereinside. The floating body is placed within the sea area in which prescribed power can be obtained even if the floating body moves against a wind vector, a sea current vector, or the sum of the wind vector and the sea current vector inside the sea area for a statistical prescribed time or a prescribed time on weather marine phenomenon prediction by power obtained by the power generating units. The control part controls whether or not the blades or the propellers of the power generating units receive the wind or the sea current by information from the weather marine phenomenon prediction and a wind direction anemometer, or a current direction current meter and the GPS to moor the floating body within the prescribed mooring sea area.",2012,B63B  35/44; B63B  41/00; B63H  25/42; Y02E  10/38; B63B  35/00; F03B  13/14; A01K  63/00; Y02E  10/721; B63H  25/38; F03B  13/26; F03D  11/04; B63B  35/14; B63B  43/06; B63H   9/04; F03D   1/06; Y02E  10/28
410056560,CN201310239195,Device for grinding plants floating on water surface and production method of device,"The invention discloses a device for grinding plants floating on a water surface and a production method of the device. The device comprises ship bodies, a grinder and a power generation system, and is characterized in that the grinder is arranged between two side-by-side ship bodies, a solar power generation panel and a wind driven generator are arranged at the tops of the ship bodies; a propeller is arranged at the rear part between the two ship bodies; a storage battery is arranged in a cabin; the solar power generation panel and the wind driven generator are connected with the storage battery; and the storage battery is connected with an electrical motor, and ground plant slags are discharged into water.",2013,B02C  13/02; B02C  18/16; B02C  18/10; E02B  15/08; E02B  15/10; A01M  21/02; B02C  18/24; Y02E  10/727; B02C  18/06
410060204,CN201310148894,Vacuum energy-storage water-power co-production system and method therefor,"The invention discloses a vacuum energy-storage water-power co-production system and a method therefor. The vacuum energy-storage water-power co-production system comprises a wind turbine device, a vacuum air-exhaust unit, a vacuum chamber, a seawater desalination unit and an air expansion acting unit. The wind turbine device drives the vacuum air-exhaust unit. The vacuum chamber is subjected to vacuum-pumping by the vacuum air-exhaust unit. The air expansion acting unit drives an electric generator to output power. The seawater desalination unit outputs fresh water. The vacuum air-exhaust unit aids the seawater desalination unit to stepwisely heat seawater. The air expansion acting unit aids the seawater desalination unit to stepwisely cool water vapor produced by an evaporator. Through direct utilization of wind energy, mechanical energy obtained by the wind turbine device is transformed into air vacuum energy by vacuum pump-based vacuum-pumping, and the air vacuum energy is transformed into air internal energy, wherein the transformation process comprises that the mechanical energy is transformed into the air internal energy. Compared with wind power generation-based electric power-driven compressed air energy storage, the vacuum energy-storage water-power co-production system has the characteristics of high energy conversion efficiency, simple structure, low investment and simple maintenance.",2013,Y02A  20/212; F03D   9/00; C02F 103/08; Y02A  20/142; C02F   1/06; Y02A  20/128; Y02A  20/129; Y02A  20/141; C02F   1/14; Y02E  10/72
410092273,CN201320185602U,Energy saving high speed vessel,"The utility model discloses an energy saving high speed vessel. A plurality of cabin bodies are connected in a series mode to form into the vessel body; a first cabin body is a vessel head traction cabin; traveller and good transportation cabins are from a second cabin body to a vessel stern; cabin bodies are sequentially connected through cross joints in a hinge mode; elastic joints are installed on bilateral sides of the cross joints; joint gaps are wrapped by rubber belts; the vessel head is provided with a power door type guide rudder; a main propeller is a water spraying propeller; water on bilateral sides of a slope section of the vessel head enters into an water inlet channel of the water spraying propeller and is compressed to be high speed water flows to be sprayed out from the bilateral sides of the vessel head traction cabin; a tail portion of the vessel is provided with a lifting outboard propeller to achieve reversed towing berth and retreat; the vessel body overall length of the vessel is 50 to 100 times of the vessel body width; and series connected sails and large sized solar cell panels are arranged on the vessel. The energy saving high speed vessel has the advantages of achieving energy saving and high speed load water transportation, enabling wind energy, solar energy and internal combustion engine heating power energy to be fully used and achieving optimal energy saving sailing with mixed utilization of the three kinds of energy.",2013,B63B  35/28; B63B   1/10
410095775,CN201220652409U,Offshore wind power concrete single pile foundation,The utility model discloses an offshore wind power concrete single pile foundation which is formed by multiple sections of large-diameter prefabricated reinforced concrete tubular pile rings in a connecting mode. Steel blade feet are arranged at the lower end of the single pile foundation. The offshore wind power concrete single pile foundation solves the problem of design of a foundation of a high-capacity draught fan and greatly reduces construction cost.,2012,E02D  27/42; E02D  27/52; E02D  27/12
410121300,AU20110357986,Wind turbine facility,"The present invention provides a wind turbine facility configured so that the wind turbine facility is not damaged by sea water when installed offshore and so that, even if the size of the facility increases, equipment and a generator mounted within the tower are cooled sufficiently to prevent a reduction in the efficiency of power generation. The present wind turbine facility is provided with: a rotor composed of a hub and blades; a generator connected to the rotor through a main shaft connected to the hub; a nacelle at least housing the generator and rotatably supporting the rotor through the main shaft; and a tower which supports at the top thereof the nacelle and which is affixed, at the side thereof which is opposite the top thereof, to the foundation. The wind turbine facility is characterized in that a heat exchanger is provided at the portion of the tower which is near the foundation, a cooling medium is caused to flow through the heat exchanger through piping, and the cooling medium and air which is within the tower exchange heat to cool the air within the tower.",2011,Y02E  10/726; F03D  13/20; F03D  13/25; Y02E  10/727; F03D   9/25; F03D   9/00; F03D  11/04; F03D  80/60; Y02E  10/725; F05B2260/232; F01D  25/12; F03D  13/22
410189524,CN201310261555,Offshore floating type wind generator controlled by tuned liquid column damper,"The invention provides an offshore floating type wind generator controlled by a tuned liquid column damper, and belongs to the technical field of offshore wind power generation. The offshore floating type wind generator controlled by the tuned liquid column damper comprises a wind generator body, a tension leg platform and a mooring mechanism, wherein the tension leg platform supports the wind generator body. The mooring mechanism fixes the tension leg platform in a seabed rock soil layer, the tension leg platform comprises a deck platform, a tuned liquid column damping device and a floating body, wherein the tuned liquid column damping device is arranged in the deck platform, the bottom of the deck platform is connected with the floating body, the bottom of the floating body is connected with the mooring mechanism, buoyancy force borne by the tension leg platform is larger than gravity force borne by the tension leg platform, the difference value between the buoyancy force and the gravity force is balanced by tension of the mooring mechanism, buoyancy force of the tension leg platform is acquired by multiplying volume of displacement of the tension leg platform by seawater specific gravity, and gravity force of the tension leg platform is acquired by adding and summing the weights of subitems of the tension leg platform. The offshore floating type wind generator controlled by the tuned liquid column damper is small in system whole motion amplitude, low in vibration intensity of local members, and long in the fatigue life of structural members.",2013,F03D   7/02; F03D   9/00; Y02E  10/723; B63B  38/00
410189558,CN201310181521,Maritime wind power tower structure,"The invention provides a maritime wind power tower structure which comprises a tower barrel structure and ribbed plate structures. The cross section of the tower barrel structure is of a hollow right octagon structure, a ribbed plate structure is fixed at the center of each edge of the right octagon structure, and the ribbed plate structures protrude towards the inside of the tower barrel structure and longitudinally extend along the inner wall of the tower barrel structure. By adopting the maritime wind power tower structure, under the premise that enough strength and rigidity are maintained, weight and manufacturing cost are effectively lowered, and number of prefabricated components, mounting time and mounting cost are reduced, so that requirements of maritime wind power construction are met. The maritime wind power tower structure is made of carbon fiber concrete, so that damping resistance of the tower structure can be improved, dynamic performance can be enhanced, casting-in-situ and prefabricating can be realized, durability can be further improved, and daily maintenance cost can be lowered.",2013,F03D  13/25; F03D  80/00; Y02E  10/722; Y02E  10/727; F03D  11/04; Y02P  70/523; F03D  11/00
410200408,CN201210042022,Control method and system for restraining vibration of offshore wind turbine generator set,"The invention provides a control method and system for restraining vibration of an offshore wind turbine generator set. The control method comprises the following steps of collecting a tower vibration acceleration signal, obtaining a first torque signal used for adjustment of the electromagnetic torque of generators through calculation based on the tower vibration acceleration signal, collecting a generator speed signal, obtaining a second torque signal used for adjustment of the electromagnetic torque of the generators through calculation based on the generator speed signal, superposing the first torque signal and the second torque signal, obtaining a frequency converting control signal based on the superposed torque signals through calculation, outputting the frequency converting control signal to a generator current converting frequency converter, and outputting a current torque signal to the generators based on the frequency converting control signal by the generator current converting frequency converter. According to the control method and system for restraining the vibration of the offshore wind turbine generator set, on the basis of the set generator electromagnetic torque, a small wave which is on the tower vibration resonant frequency is added, the function of resonance is counteracted through phase adjustment, and therefore the damping of a tower is effectively increased.",2012,H02P  23/04
410220255,CN201320061121U,Self-elevating heavy installation boat,"The utility model discloses a self-elevating heavy installation boat which comprises a deck. Power mechanisms, triangular spud legs, an electricity generating mechanism and a piling mechanism are arranged on the deck. The power mechanisms are arranged at the rear end and the front end of the deck and are composed of propellers and controllers. The triangular spud legs are arranged at four edge corners of the deck, and the electricity generating mechanism and the pilling mechanism are arranged among the triangular spud legs. The power mechanisms, the triangular spud legs and the piling mechanism are connected with the electricity generating mechanism. According to the self-elevating heavy installation boat, the power mechanisms are arranged at the rear end and the front end of the deck, good maneuverability of an installation boat is achieved through the power mechanisms; the four triangular stud legs are arranged on the deck, so that balance and wind-resisting capacity of a wind power generation unit in the time of installation are improved; a hoisting mechanism and the piling mechanism arranged on the deck enable transportation and installation to be integrated, and working efficiency of the boat is improved. Compared with the prior art, the self-elevating heavy installation boat achieves integration from transportation to installation, working efficiency is improved, and meanwhile cost is saved.",2013,B63B  35/00
410225573,CN201320121900U,Offshore wind remaining air pressure storage generating set,"The utility model relates to an offshore wind remaining air pressure storage generating set which comprises a wind power generation device, an air storage cavity, a turbo-charging device, an air pressure generation device and a plurality of air compressors. The wind power generation device is connected with the air compressors respectively, the air compressors are connected with air delivery pipes respectively, and the air delivery pipes are gathered onto an air inlet valve on the air storage cavity. The air storage cavity is further provided with an air outlet valve, an air delivery pipe arranged on the air outlet valve is connected to the turbo-charging device, and the turbo-charging device is connected with the air pressure generation device. By means of the offshore wind remaining air pressure storage generating set, energy conservation and environment protection are achieved, generating efficiency is improved, cost is saved, electricity generated by offshore wind power is used for driving the air compressors to generate air pressure, the air pressure is stored in a waste sunken ship, the air pressure can generate electricity continuously and effectively, offshore wind power generating efficiency is improved, meanwhile, the waste sunken ship is recycled, the cost is saved, a high pollution and high corrosion type electrical storage device which uses other chemical reactions such as a super-capacitor and a storage battery is avoided, the maritime environment is effectively protected, and resources are effectively utilized.",2013,F03D   9/02; Y02E  10/72
410225579,CN201320111169U,Heat dissipation and ventilation system of offshore wind machine tower,"The utility model provides a heat dissipation and ventilation system of an offshore wind machine tower. The heat dissipation and ventilation system is used for solving the heat dissipation problem of equipment inside the high-capacity offshore wind machine tower. The heat dissipation and ventilation system comprises an exhaust air fan, a ventilating channel, a filtering box and an air inlet fan, wherein the exhaust air fan is installed on the tower, the ventilating channel is installed outside the tower and is connected with the tower, the filtering box is installed outside the tower, and the air inlet fan is connected with the ventilating channel and the filtering box. The exhaust air fan and the ventilating channel are installed on a tower barrel door supporting frame of the tower, and the effect on the load of the tower is avoided. The heat dissipation and ventilation system is low in cost and high in efficiency. A transformer and other devices with large heat generating amount can be placed inside the tower, a pile foundation platform does not need to be designed separately, and the cost for installing an off-shore wind machine is greatly reduced. Meanwhile, electrical equipment placed in the tower can be better protected, and the service life of the electrical equipment is prolonged.",2013,H05K   7/20; F03D  11/00
410225583,CN201320160386U,Novel seam-joint structure of wind power generation precast concrete tower components,"The utility model relates to a novel seam-joint structure of wind power generation precast concrete tower components. The novel seam-joint structure of the wind power generation precast concrete tower components is characterized by at least comprising a longitudinal seam (1), a transverse seam (2), an anchoring steel plate (3), a high-strength bolt (4), sleeves (5), a fixing bolts (6), fixing nuts (7) and waterproof glue (8), wherein the longitudinal seam (1) and the transverse seam (2) are between the window power generation precast concrete tower components, the anchored steel plate (3) which extends towards the longitudinal seam (1) is arranged on each precast reinforced concrete tower component in the horizontal direction, the anchored steel plate (3) and one end of the high-strength bolt (4) are connected into a whole, the other end of the high-strength bolt (4) is connected with each sleeve (5) through threads, the sleeves on the two sides are fixedly connected with the nuts through the fixing bolts (6) and the fixing nuts (7), a locating key groove (9) and a locating key (10) are arranged on an upper precast reinforced concrete tower component and a lower precast reinforced concrete tower component in the direction of the transverse seam (2), and each locating key groove (9) and each locating key (10) are connected through epoxy resin in a glue mode. The novel seam-joint structure of the wind power generation precast concrete tower component can improve the assembly speed of the precast components, saves time, and is simple in construction method and convenient to construct.",2013,F03D  11/04
410228470,CN201220720597U,Wind energy and focused solar energy combining application machine,"Disclosed is a wind energy and focused solar energy combining application machine. A thermistor switch and an electric heater are arranged in a water storage tank, a ball float valve is arranged in a ball float valve bucket, four 1.2V light tracers, four 1.2V solar batteries and a 4.5 V direct current motor are arranged on a focus lens and are in electric connection in sequence, the focusing lens rotates towards the sun, focuses the sunlight on a superconductive heat pipe to heat water, a draught fan is small and exquisite and is provided with three front vanes and three rear vanes, second-level wind is generated with 0.5 kw, fourth-level wind is generated through a 2 kw permanent magnet generator, and the redundant electricity is charged into a storage battery to be stored. The electricity is inverted by an inverter DC-12V-0.2 KW and is supplied to household appliances. No water how the weather changes, inconsumable and free hot water and electricity can be provided in the day time and at night, and the wind energy and focused solar energy combining application machine is simple in structure and economical.",2012,F03D   9/00; Y02B  10/20; Y02B  10/30; Y02E  10/44; F24S  10/70; Y02E  10/725; F24J   2/40; Y02B  10/70; F24S  23/00
410253603,US201313785376,Reversible camber soft wing sail,"A reversible wing sail for use with a wind-powered vehicle is provided herein that comprises a rotatable mast, a multi-surface sail cover, and a spring-assisted camber inducer. The rotatable mast generally has a longitudinally extending mast axis and the multi-surface sail cover runs along at least a portion of the mast, extending transversely in relation to the mast from a leading edge to a trailing edge. The sail cover has a first surface and a second surface that form a cavity therebetween. The spring-assisted camber inducer is arranged in the cavity between the first and second surfaces of the sail cover and configured to induce an asymmetric camber profile between the first and second surfaces to form the wing sail into an airfoil shape.",2013,B63H   9/06; B63H   8/00; B63B   9/06; B63H   9/061; B63H   9/0615
410253607,US201313863074,Floating wind turbine platform and method of assembling,"A semisubmersible wind turbine platform capable of floating on a body of water and supporting a wind turbine over a vertical center column includes a vertical center column and three or more vertical outer columns spaced radially from the center column, each of the outer columns being connected to the center column with one or more of bottom beams, top beams, and struts, with the major structural components being made of concrete and having sufficient buoyancy to support a wind turbine tower.",2013,B63B   1/107; B63B   1/048; B63B   5/20; B63B  21/50; F03D  13/25; Y02E  10/727; B63B  35/44; F05B2240/95; B63B2035/442; F05B2230/6102; Y10T  29/49826; B63B2021/505; B63B2035/446; F03D  13/22; Y02P  70/523; B63B2001/044
410259701,US201113885386,Method for reducing oscillations in offshore wind turbines,"The invention relates to a method of reducing oscillations in an offshore wind turbine comprising one or more thrusters, the method comprising determining an oscillation of the offshore wind turbine and operating the one or more thrusters such that the oscillation is reduced. The invention further relates to an offshore wind turbine comprising one or more underwater thrusters, oscillation determination system for determining an oscillation of the wind turbine and a control system for operating the underwater thrusters in response to signals received from the oscillation determination system.",2011,B63B  22/04; B63B  35/44; F03D   7/04; F05B2260/74; B63B  39/08; F03D   7/02; F03D   7/042; F03D  13/25; F05B2260/96; B63H  25/42; F03D  80/00; Y02E  10/727; F03D   7/0296; Y02E  10/723; B63B  21/50; F05B2240/93; F05B2270/807; B63B2035/446; F05B2240/95
410316858,GB20130013063,Installation method for water-submersible platforms and installation vessel,"A method for installing a water-submersible platform is disclosed. The method includes lowering the platform in water from a vessel positioned above the platform while spuds connecting the vessel to the platform stabilize the platform during lowering. An assembly of the vessel and platform, and a vessel that is used to connect to the platform is also disclosed.",2012,B63B2021/505; B63B  35/40; E02B2017/0047; B63B2001/044; Y02E  10/727; E02B  17/00; B63B   1/048; B63B  21/50; B63B  35/44; E02B  17/02; E02B2017/0091; B63B  21/502; E02B2017/0039; B63B  35/00; B63B  35/003; B63B2035/446
410383345,CN201310081773,An off-shore wind turbine with a thermal conditioning system,"A thermal conditioning system for an off-shore wind turbine is provided. The thermal conditioning system comprises an insulating structure that reduces the thermal losses by convection of a treated air circulating through a duct inside the tower, from the base-level to the nacelle structure, for thermal conditioning purposes. The treated air is supplied by an air-treatment system located at the base level of the off-shore wind turbine. The insulating structure comprises insulating material of a greater thermal conductivity than the air and a plurality of voids arranged between insulating material so that air flow between said voids is prevented.",2013,F03D   1/00; Y02E  10/722; F03D  80/00; F05B2260/20; F03D   9/37; F03D  11/00; F05B2240/95; F03D  80/60; F04D  29/5833; Y02E  10/726; F05B2260/64; F03D  80/80; F03D   9/41; F03D  13/25; F04D  29/5806
410383363,CN201310073307,Methods and systems for alleviating loads in off-shore wind turbines,"Control methods and systems of a wind turbine belonging to an off-shore wind park that use, in case of malfunction of the load measuring system, one of the following pitch vectors for the calculation of the individual pitch command of each blade: the pitch vector being applied at the same time in one wind turbine of the wind park where the load measuring system works properly-a mean value of the pitch vectors being applied at the same time in a group of wind turbines of the wind park where the load measuring system works properly; the pitch vector resulting from a control law, obtained from historic records of the wind turbine when the load measuring system worked properly, defining the pitch vector as a function of at least the wind speed V, if the former pitch vectors are not available.",2013,F03D   7/024; F03D   7/048; F05B2240/96; F03D   7/046; F03D   7/047; F05B2260/71; F03D   7/04; F03D   7/042; F05B2260/966; F05B2270/1095; F05B2270/329; F05B2270/326; F03D   7/0224; F05B2240/95; F05B2270/32; F05B2260/845; Y02E  10/723
410415134,CN201320087820U,Wind energy aerator,"The utility model relates to a wind energy aerator which comprises a cross beam bracket, wind wheels, floating foundations, propellers, guide cylinders and floating bowls, wherein the wind wheels are arranged and fixed on a wheel axle, one end of the wheel axle is arranged on the cross beam bracket through a bearing, the other end of the wheel axle is supported on a bearing frame through a bearing, the guide cylinders are positioned below the floating foundations and fixed at the symmetric centers of the floating foundations, and the propellers are positioned in the guide cylinders and fixed on the wheel axle. The wind energy aerator is characterized in that the propellers positioned in the guide cylinders are in clearance fit with the inner wall, each propeller is composed of two fan blades which are positioned on the same axial line, and an included angle between the fan blades and the horizontal plane is 25-35 DEG. The wind energy aerator has the beneficial effects that the whole weight of the wind energy aerator is reduced on the basis of the prior art, the cross section shapes of the wind wheels and the angles of the propellers are corrected, and the wind energy aerator can be started for working at a low air speed close to the water level by using natural wind energy as power.",2013,F03D   9/00; Y02W  10/15; C02F   7/00; Y02E  10/72; A01K  63/04; C02F   3/00; C02F   3/12; Y02W  10/33
410433110,PT20060747631T,ANCHORING ARRANGEMENT FOR FLOATING WIND TURBINE INSTALLATIONS,NULL,2006,B63B2035/446; B63B  21/50; F03D  13/25; B63B2035/442; F03D  11/04; Y02E  10/727; B63B; F05B2240/93; F03D  13/22
410433443,PT20090180856T,METHOD FOR PLANARIZING UNEVENNESS OF THE SEABED,NULL,2009,E02D  15/10; F16L   1/12; Y02E  10/727; E02B2017/0091; E02D  27/52; H02G   1/10; E02D  27/42; F16L   1/16; E02B2017/0039; F05B2240/95; F03D  13/22; H02G   9/025
410434182,RU20110139447,WIND-DRIVEN POWER PLANT,"FIELD: power engineering.SUBSTANCE: wind-driven power plant comprises blades, installed on a ring pontoon made as capable of rotation relative to a vertical axis, an energy converter, made as capable of conversion of rotation energy, placed on the platform covered by the ring pontoon, a kinematic mechanism made as capable of transferring energy of rotation of the ring pontoon to a receiving unit of an energy converter. The platform comprises upperworks equipped with an energy converter, and the upperworks are rigidly connected with a floating base submerged below the water surface and is equipped with facilities of positioning in the form of anchors connected with it by flexible elements. The floating base is equipped with at least three semi-submersible floating bodies, which are rigidly connected with it in its underwater part, being arranged evenly at the outer side of the ring pontoon. At the same time the semi-submersible bodies are made as extended in direction of ring pontoon radius.EFFECT: expansion of possible areas of wind-driven plants location due to free surface of sea shelf with depths above 50 metres in a zone of strongest and most stable winds with low turbulence, increased energy yield.2 cl, 2 dwg",2011,Y02E  10/74; F03D   3/06
410451086,DE201121100183U,Auflauf-Deflektor f¸r eine Offshore-Windturbine,"Offshore-Windturbine, wobei die Windturbine einen Windturbinenturm und ein Windturbinen-Maschinenhaus umfasst, das an einem oberen Ende des Turms vorgesehen ist, wobei das Maschinenhaus eine Nabe und mehrere Rotorbl‰tter umfasst, wobei die Rotorbl‰tter eine L‰nge von wenigstens 35 Metern haben, wobei die Windturbine ferner einen Wellenauflauf-Deflektor umfasst, der an dem Windturbinenturm vorgesehen ist, wobei der Wellenauflauf-Deflektor um den Umfang des Turms verl‰uft.",2011,Y02E  10/726; E02B  17/0017; F05B2240/95; F03D  11/04; E02B  17/00; F03D  13/25; Y02E  10/727
410462564,US201113825432,Process for installing an offshore tower,"Process for installing an offshore tower, specifically a substructure, which basically comprises the following steps: a) dry manufacturing a foundation comprising a block (1, 1?) basically made of concrete and dry manufacturing a base section (25) of a shaft (2); b) applying said base section to said foundation block, forming a unit called the ìstarting unitî; c) moving said starting unit to the installation point of said substructure; and d) actuating in a controlled manner, first ballast valve means in such a manner that said starting unit sinks until resting on the seabed; having placed said foundation block or said starting unit in the body of water where the installation point said substructure is located.",2011,F03D  13/20; E02B  17/027; E02B2017/0039; F05B2230/6102; Y02P  70/523; F05B2240/97; F03D  13/22; Y02E  10/727; F05B2240/95; E02B  17/02; E02B  17/025; E02B2017/0091; E02B2017/0047; E02D  23/08; F03D  13/10; E02B  17/00; E02B2017/0065; E02B2017/0082
410462566,US201213613754,Method and device for driving a multiplicity of piles into a seabed,"A plurality of piles is arranged in frame elements in an axially displaceable manner. Hammers are positioned on the piles. After driving of the piles into a seabed, the hammers are connected to the frame elements, wherein the frame elements together with the hammers are lifted to the surface of the water and to the seaborne vessel by a crane.",2012,E02B  17/02; E02D  13/04; F03D  13/22; F05B2240/95; E02D   7/02; Y02E  10/727
410462618,US201313890102,Windmill conveyance system and method for using same,"A conveyance system and method for delivering at least one component of a windmill to a location is provided. The system is provided with a transporter and a transfer system. The transporter is positionable adjacent a base at the location. The transfer system is provided with a plurality of rails, a support and at least one slider. The rails are positionable on the base and the transporter. The support has a first portion of the rails of the transporter thereon. The support is positionable along a second portion of the rails on a surface of the transporter, and slidably movable between a retracted and an extended position whereby the support is selectively positionable adjacent the base. The slider carries the component(s) of the windmill. The slider is slidably movable along the rails of the transporter and the base whereby the component(s) is/are slidably transferable between the transporter and the base.",2013,B63B  27/16; Y02E  10/726; Y10T  29/53961; E02B  17/00; E02B2017/0039; E04H  12/34; F03D   1/00; B63B  35/00; F03D  13/10; F03D  13/40; E02B  17/02; E02B  17/027; E02B2017/0091; F05B2240/95; Y02E  10/727
410491235,RU20120107055,DEVICE AND METHOD OF LAYING ROCKFILL AT GIVEN SITE AT BOTTOM OF WATER BODY,"FIELD: construction.SUBSTANCE: invention relates to a device for laying rockfill at a given site at bottom of water reservoir. Device comprises vessel, discharge pipe extending inclined with significant vertical component and connected on its upper end with vessel by a gripping device, and means of feeding rockfill for loading from upper end of discharge pipe. Gripping device comprises bearing structure for discharge pipe fitted at an angle to vertical by means of adjusting installation angle of discharge pipe. Method of assembling discharge pipe from discharge pipe sections from vessel is performed by means of vessel, equipped with gripping device, which comprises bearing structure for discharge pipe fitted at an angle to vertical by means of adjusting installation angle of discharge pipe, wherein first section of discharge pipe is lowered into bearing structure by a lifting device, second section of discharge pipe is lowered onto first section of discharge pipe by lifting device and first and second sections of discharge pipe are connected to each other.EFFECT: invention also relates to a method of laying rockfill at a given site at bottom of a water body, performed by said device for laying rockfill; providing accuracy of installation in required position of lower surface of discharge pipe, eliminating risk of damage of structure when laying rockfill.18 cl, 11 dwg",2012,B63B  35/30; E02B   3/04; B63B  27/28; E02D  15/10; B63B  27/24; B63B  35/306; E02D   3/08; Y02E  10/727; B63B  27/34; B63B  35/44
410492346,ES20120030521,SISTEMA EN MAR ABIERTO PARA GENERAR ENERGIA RENOVABLE,"La presente invenciÛn se refiere a un sistema (1) en mar abierto para generar energÌa renovable, que comprende una disposiciÛn de transformadores (2) elÈctricos de energÌa hidr·ulica, una disposiciÛn de instalaciones (3) de energÌa eÛlica, una disposiciÛn de elementos auxiliares que act˙an hidrodin·micamente, estando previstos los elementos auxiliares que act˙an hidrodin·micamente para influir en las olas marinas y/o las corrientes marinas con respecto a su energÌa en las posiciones de los transformadores (2) elÈctricos de energÌa hidr·ulica y/o de las instalaciones (3) de energÌa eÛlica de manera dirigida, en particular por interferencia.",2012,F03D   9/00; Y02E  10/72; F03B  13/12; F03B  15/00; F05B2240/95; F03D   9/008; F03B  13/14; Y02E  10/38
410530771,EP20130762271,ROTARY MACHINE COMPRISING A ROTOR PLACED IN A FLUID AND EQUIPPED WITH ORIENTABLE BLADES,NULL,2013,F03D   7/02; Y02E  10/74; F03D   3/00; F03D   3/06; F03D   3/068; F03D   7/04; F05B2260/72; F05B2260/75; F05B2260/506; F05B2260/79; B63H   1/10; F03D   3/005; F03D   7/0224
410565254,EP20130382358,Wind turbine blade and method of controlling the lift of the blade,"Wind turbine blade comprising a proximal blade root portion for coupling to a hub or extender of a wind turbine, a distal airfoil portion having a lift-generating shape, and a transition portion between them, the blade root portion having a substantially cylindrical shape, wherein the blade further comprises a cylinder rotatably mounted around the blade root portion.",2013,F03D   1/06; Y02E  10/721; F03D   1/0675; F03D   3/00; Y02E  10/28; B63H   9/02; F03D   1/0616
410579784,CN201310279836,Push catamaran,"The invention provides a push catamaran comprising a barge and two push boats. The barge is provided with two parallel barge semi-hulls and a barge cabin crossing the barge semi-hulls in a connected manner. The push boats are hinged to the rear ends of the barge semi-hulls. Each push boat at least comprises a push boat semi-hull and a push boat cab located on the upper portion of the push boat semi-hull. Each push boat is provided with a power unit. A pod paddle is mounted at the rear end of each push boat semi-hull and comprises an adjustable immersion depth propeller and a guide cover covering the propeller. The barge cabin is provided with one or a plurality of rotor sails at the top, wherein each rotor sail can open or close according to wind conditions. Each rotor sail comprises a mast, a sail base and a plurality of sail subunits. A push power part in a body of the push catamaran is separated from a holding part, so that utilization rate of power equipment of the push catamaran can be increased; the novel rotor sails are used for assistance, so that wind energy is effectively utilized, energy loss is reduced, and building and operating costs are saved.",2013,B63B  35/28; B63H   9/06; B63B  21/62
410599737,CN201180062775,High efficiency propeller blade with increased pressure side surface,"Said invention is related to a propeller used in aircraft/sea vessels, pumping systems, wind and hydraulic turbines and to propeller blades (13) which are distributed around propeller (10) hub (11) and positioned so as to set an angle with the axis (x) of propeller hub (11), to a concave curvilinear contact surface (13.3) formed on the suction side (a) of said blades (13) that push water and to a convex outlet surface (13.4) which follows this concave surface (13.3) and is shorter than said concave surface (13.3).",2011,B64C  11/18; Y02T  70/542; F05B2240/30; F04D  29/181; F04D  29/384; Y02E  10/721; F01D   5/14; B63H   1/26; F04D  29/38
410600727,CN201180039481,System and method for generating electrical power from a flowing current of fluid,"A helical turbine is operatively connected to at least one generator system for generating electrical power. System performance is optimized by controlling the operative angle between the longitudinal axis of the turbine and the direction of the current flow and by controlling a pitch ratio of the turbine. A pair of turbines, arranged in V-shape, each at the operative angle from a neutral centerline, provides symmetry and counteracts reactive torque. For wind operations, the V- shape is freely rotatable into the wind. For bi-directional tidal operations, the V- shape is part of a buoyant structure, positioned in the current and anchored to the floor. The structure is fit with control surfaces to ensure the system orientation. In unidirectional currents, one or more turbines can be angled downwardly into the current at the operative angle, elevators ensuring the angle is maintained.",2011,F03B  13/10; F05B2240/243; F03B  13/22; F03B  13/264; F03B  17/06; Y02E  10/721; F05B2210/16; E02B   9/08; F03B  13/12; F03B  17/061; F05B2240/40; F05B2240/97; F05B2250/25; Y02E  10/38; Y02E  10/28
410619540,CN201320107299U,Prestressed combined pile structure,"The utility model relates to the field of wind power generation, and in particular relates to a prestressed combined pile structure. The prestressed combined pile structure comprises a gravity bearing platform base, a concrete fixing part and a plurality of flexible anchor cables; the concrete fixing part is arranged underground; the gravity bearing platform base is arranged on the concrete fixing part and is fixedly connected with the concrete fixing part through the plurality of flexible anchor cables. According to the prestressed combined pile structure provided by the utility model, the amount of excavation is reduced, the construction speed is high, and the vibration energy can be effectively absorbed.",2013,E02D  27/42; E02D   5/80; E02D  27/10
410668316,CA20112826392,COOLING SYSTEM FOR A WIND TURBINE GENERATOR SYSTEM,"According to the present invention, a wind turbine generator system is provided which can not only remove the influence of salt damage in case the system is established off-shore, but even if the facility becomes larger, which can also cool equipment and the generator provided in the tower and can reduce the possibility of decreasing power generation efficiency. The wind turbine generator system of the present invention comprising a rotor having a hub and blades; a generator connected with the rotor by way of a main shaft connected with the hub; a nacelle which contains at least the generator and supports the rotor pivotally by way of the main shaft; a tower on a top of which the nacelle is supported, and opposite to the top the tower is fixed to a base, wherein a heat exchanger is provided at the tower close to the base and cooling medium passes through the heat exchanger by way of a pipe arrangement, and thereby the heat of the cooling medium and the heat of air inside the tower are exchanged and the air inside the tower is cooled.",2011,F03D   9/25; F01D  25/12; Y02E  10/727; F03D   9/00; F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/60; Y02E  10/725; F03D  13/22; Y02E  10/726; F05B2260/232
410689559,KR20120008161,FLOATING WIND POWER PLANT,"PURPOSE: A floating type wind power generation facility is provided to stably maintain the posture of a wind power generator in a case where the floating body is shaken by moving a supporting member in which the wind power generator is installed and amending the tilt of wind power generator. CONSTITUTION: A floating type wind power generation facility includes a floating body (10), a supporting member (20), a wind power generator (30), a tilt amending unit (40), a tilt sensor (60), and a control unit (70). The supporting member is movably installed on the floating body. The wind power generator is installed on the supporting member. The tilt amending unit controls the tilt of the supporting member with supporting the supporting member. The tilt sensor senses the tilt of the wind power generator. The control unit amends the tilt of the wind power generator by moving the supporting member through the tilt amending unit based on the information of the tilt sensor.",2012,B63B2035/446; E02D  27/52; B63B  35/44; G01C   9/06; F03D  11/04; Y02E  10/72; F03D   7/042; F03D  13/25; F05B2240/93
410703910,KR20120015617,Suction Bucket Foundation,PURPOSE: A suction bucket foundation for a fixed offshore wind power generator is provided to prevent the buckling of the suction bucket foundation and to correct the verticality of the suction bucket foundation by installing a vertical compensating partition in an internal space of a body when the suction bucket foundation is fixed on the seabed. CONSTITUTION: A suction bucket foundation for a fixed offshore wind power generator comprises a body (100) and a vertical compensating partition (10). The body has an internal space and two or more vertical compensating holes (20) through which internal or external fluid can access. The vertical compensating partition divides the internal space of the body. One or more vertical compensating holes are installed in each divided space.,2012,E02B  17/0017; F05B2240/95; F03D  11/04; Y02E  10/727; E02B2017/0078; F03D  11/00; F03D  13/22; E02D  27/52; E04H  12/00
410709427,KR20120063766,BULWARK FOR MARINE WIND POWER GENERATION,PURPOSE: A fort for a substructure work of a stationary offshore aerogenerator and the improvement of structural stability is provided to function as a protective structure of a marine environment load and to present a fort installation plan which secures a working safety condition for a worker. CONSTITUTION: A fort (1) for a substructure work of a stationary offshore aerogenerator and the improvement of structural stability has the same width as the width of a transition piece (2) and the height which is three-tenth of the height of the transition piece. The fort is provided with a reinforcement bracket (3) whose width is one-tenth of the overall with.,2012,F03D  13/22; E04H  12/00; F03D  11/04; F03D  80/50; E02D  27/52; Y02E  10/70; E02B  17/0004; E02B2017/0091
410711245,KR20130007124,INSTALLATION METHOD USING VESSEL FOR INSTALLING SEA WIND POWER GENERATOR,"PURPOSE: An offshore aerogenerator installation method using an exclusive ship for installing an offshore aerogenerator is provided to reduce maintenance costs of an exclusive ship for installing an offshore aerogenerator and to efficiently perform an installation work for the offshore aerogenerator. CONSTITUTION: An offshore aerogenerator (10) installation method using an exclusive ship for installing an off-shore aerogenerator (20) is as follows. A floating crane is located alongside either a lighters wharf or a marine transport barge on which the components of the aerogenerator are prepared. The exclusive ship which installs the offshore aerogenerator is fixedly moored on the sea near the floating crane by jacking up studs (24). The floating crane draws up multiple towers (111,11b,11c) which are prepared on either the lighters wharf or the marine transport barge, and assembles and fixes each tower on an upright installation unit (30) of the exclusive ship for installing the aerogenerator. The floating crane successively draws up nacelles (12) which are prepared on either the lighters wharf or the marine transport barge, and assembles the nacelles on the upper end of the tower which is assembled on the upright installation unit. The floating crane draws up a hub (13) which is prepared on either the lighters wharf or the marine transport barge, and assembles the hub on the nacelle. The floating crane draws up a blade (13) which is prepared on either the lighters wharf or the marine transport barge, and assembles the blade with the hub.",2013,F03D  11/00; F05B2240/95; B63B  35/00; F05B2240/93; F05B2230/60; B63B   9/06; Y02E  10/727; F05B2230/50
410736291,ES20060747631T,DisposiciÛn del anclaje para instalaciones de turbina eÛlica flotante,"Una instalaciÛn de turbina eÛlica flotante que comprende: una celda flotante alargada cilÌndrica (7) de radio (r); una torre (8) dispuesta sobre la celda flotante; un generador (9) montado sobre la torre, pudiendo el generador rotar en relaciÛn con la direcciÛn del viento; un rotor eÛlico (10) unido al generador; y una disposiciÛn de lÌnea de anclaje (6) que comprende una pluralidad de lÌneas de anclaje (11) fijadas por un primer extremo de las mismas a puntos de anclaje respectivos, en la que: cada una de las lÌneas de anclaje (11) se extiende desde su punto de anclaje respectivo hasta un punto fijo (5) en un segundo extremo de la lÌnea de anclaje, y cada una de las lÌneas de anclaje est· conectada a al celda de flotaciÛn (7) mediante al menos dos lÌneas adicionales (2, 3) que est·n conectadas a unos puntos de anclaje respectivos en los primeros extremos de las mismas y a la celda flotante por el segundo extremo de las mismas, estando los puntos de fijaciÛn situados a una distancia (R) mayor que el radio (r) de la celda flotante de manera que las dos lÌneas adicionales, que se extienden entre los puntos de anclaje respectivos y la celda flotante, se separan hacia fuera de manera que forman una disposiciÛn en forma de delta.",2006,B63B2035/446; B63B; F03D  11/04; B63B2035/442; F03D  13/25; B63B  21/50; F03D  13/22; F05B2240/93; Y02E  10/727
410759992,TW20110148363,Circular marine power device,"The invention relates to a circular marine power device. It comprises a floating carrier mechanism, a vertical windmill set and a generator set. The vertical windmill set is disposed on the floating carrier mechanism, and a power output end of the vertical windmill set is connected to the generator set. Accordingly, the circular marine power device can float on the water surface stably by means of the floating carrier mechanism, and power can be generated on a rotating shaft of the vertical windmill set by wind effects on the vertical windmill set. Such power is passed to the generator set and then converted into electrical energy.",2011,F03D   3/00; Y02E  10/74
410791303,TW20132203272U,Marine generator,NULL,2013,F03G   6/00; Y02E  10/46; Y02E  10/70; F03G   7/00; F03D   5/00
410822132,DK20110009044T,VINDSYSTEM TIL OMDANNELSE AF ENERGI BASERET P≈ STYRBARE VINGEPROFILER,NULL,2011,F05B2240/921; Y02E  10/70; B63H   9/00; F03D   5/00; F03D   5/06
410851153,US201213435353,Gas turbine engine geared architecture axial retention arrangement,A support assembly for a geared architecture includes an engine static structure. A flex support is secured to the engine static structure and includes a bellow. A support structure is operatively secured to the flex support. A geared architecture is mounted to the support structure. First members are removably secured to one of the engine static structure and the flex support and second members are removably secured to the support structure. The first and second members are circumferentially aligned with one another and spaced apart from one another during a normal operating condition. The first and second members are configured to be engageable with one another during an extreme event to limit axial movement of the geared architecture relative to the engine static structure.,2012,B64D  27/26; F01D  15/12; F01D  25/16; F03D  11/02; F16H  57/04; F05D2260/40311; B23P   6/00; A47C   7/74; B63H   1/00; F02C   7/36; B64D2027/266; F01D  21/045; F02C   7/20; F05D2220/36; Y10T  29/49318
410855727,US201113807426,Method for performing condition monitoring in a wind farm,"A method for performing condition monitoring on a plurality of wind turbines of a wind farm comprises for each wind turbine, obtaining at least one vibration signal representing vibrations of one or more monitored components; generating a plurality of faulty frequency indexes on the basis of one or more of the obtained vibration signals, and in such a manner that variations in rotational speed of one or more rotating shafts of the wind turbine are filtered; comparing faulty frequency indexes originating from different wind turbines; and determining the condition of each of the monitored components based on the comparison.",2011,F03D  17/00; F05B2270/334; F03D   7/04; G05B  23/0283; Y02E  10/723; F03D   7/048; G05B  23/02; B63H   3/00; G01M  15/14; F05B2260/80; F05B2270/327; F05B2240/96; G05B  23/0237; G05B2219/2619
410886874,CN201310191905,Transportation and mounting ship of knapsack complete offshore wind power machine,"The invention relates to transportation and mounting equipment for of an offshore floating structure. A transportation and mounting ship of a knapsack complete offshore wind power machine comprises a ship body, wherein U-shaped lower layer grooves and U-shaped upper layer grooves are formed on a bow and a stern; the sizes of the lower layer grooves are determined according to the diameter of a cylinder of a cylindrical foundation; the sizes of the upper layer ship body grooves are determined according to the maximum diameter of a transition section of the cylindrical foundation; the lower layer grooves are wide; and the upper layer grooves are narrow. According to the transportation and mounting ship, extensive contact between the foundation and the transportation ship is realized by buoyancy of the cylindrical foundation, and a main part of a loaded cargo is in water, so that the ship has a low gravity center and is better in transport safety; three-way constraint on a foundation structure is realized by the upper wide and lower narrow grooves, so that synchronization of a wind machine foundation and the ship body in a floating transport state is ensured; and with the adoption of a gate truss for flexible strengthening, rubber cushions for flexible constraint, and a hydraulic jacking system in a bow direction, the transport safety of the complete machine is improved, and integrated operation of onshore monolithic construction and debugging as well as offshore transport and mounting of the complete offshore wind power machine is realized.",2013,B63B  35/00
410898403,CN201310248593,Offshore wind plant DC converge used three-level converter and control method thereof,"The invention discloses an offshore wind plant DC converge used three-level converter and a control method thereof, which belong to the technical field of electric and electronic power conversion. The three-level DC converter includes an input capacitance partial pressure branch, a single-phase full bridge inversion circuit, a medium frequency isolation transformer, an output rectification filter circuit connected with an assistant side winding of the medium frequency isolation transformer, a first two-way switch and a second two-way switch that are sequentially connected. The control method includes the steps that voltage balance points of the input capacitance partial pressure branch serve as reference points, and connection and disconnection of a switch pipe can be controlled through adopting the half-wave period potential balance method. According to the invention, the three-level converter is the key equipment for offshore wind plant DC converge, the use cost of devices is reduced, the complexity of a topological structure is reduced, the switching loss is low, the output voltage is excellent in waveform, the transmission loss is reduced, the efficiency is improved, and the design of a drive circuit is simplified.",2013,H02M   3/3353; H02M   3/335; Y02E  10/76; H02M   7/487
410916476,CN201320143706U,Offshore power generation system,"An offshore power generation system comprises an offshore carrier, a solar power generation module, a wind power generation module, a hydraulic power generation module, and an energy storage module, wherein the offshore carrier can float on the sea; the solar power generation module and the wind power generation module are arranged in a part, located above the sea, of the offshore carrier; the hydraulic power generation module is arranged in a part, located below the sea, of the offshore carrier; and the solar power generation module, the wind power generation module, and the hydraulic power generation module are coupled to the energy storage module so as to store electric energy generated through the conversion of natural energies to the energy storage module.",2013,F03G   6/00; Y02E  10/766; F03D   9/02; Y02E  10/725; F03D   9/00; Y02E  10/46; H02J   7/35
410939234,RU20110120792,"ARRANGEMENT OF INTEGRATED GENERATOR FOR GENERATION OF ENERGY FROM RENEWABLE ALTERNATIVE SOURCES WITHOUT HAZARDOUS EMISSIONS, WHICH PROTECTS AND SAVES ENVIRONMENT","FIELD: electricity.SUBSTANCE: invention relates to a generator for energy generation. Generator (100) includes floating platform (1) adapted for partial submersion into fluid medium, mast (2) located on platform (1) and containing at least one wind generator (3), at least one first energy storage device and one converter. Generator (1) also includes at least one system for storage and conversion of mechanical energy. At least one system for storage and conversion of mechanical energy includes at least one rechargeable mechanical storage battery (14), at least one balance arm (12) with a flywheel, which is connected to storage battery (14), and a device for conversion of mechanical energy to electrical energy. Wave motion or flow of fluid medium, into which platform (1) is submerged, determines oscillating movement of platform (1), mast (2) and at least one balance arm (12) for charging of storage battery (14), which in its turn outputs the energy generated by its movement to the mechanical energy conversion device.EFFECT: invention is aimed at improvement of energy generation efficiency.16 cl, 10 dwg",2009,F03D   9/007; F03D   9/12; Y02E  10/727; B63B2035/4466; F03D   9/10; Y02E  10/725; F03B  13/14; F03D   9/25; Y02E  10/465; F03D   9/008; Y02E  60/16; B63B  21/50; F03B  13/16; F03D  13/25; F05B2240/93; Y02E  10/38
410990837,FR20130054474,EOLIENNE OFFSHORE SUR SUPPORT FLOTTANT COMPORTANT UNE COMBINAISON DE MOYENS D'AMORTISSEMENT,"- La prÈsente invention concerne une Èolienne offshore sur support flottant (1) comportant en combinaison: - un flotteur principal (1) comportant une partie de forme sensiblement cylindrique, - un ÈlÈment circulaire (2) en bÈton de diamËtre supÈrieur au d",2013,B63B2039/067; B63B2001/044; F03B  11/04; F03D   3/005; F03D  13/25; F03D   1/06; Y02E  10/727; B63B   1/048; B63B  35/44; F05B2240/93; B63B  39/06; Y02E  10/721; B63B  45/00; B63B2035/446
411002425,JP20120034115,VESSEL FOR INSTALLING OCEAN WINDMILL AND METHOD FOR INSTALLING OCEAN WINDMILL,"PROBLEM TO BE SOLVED: To provide a vessel for installing an ocean windmill and a method for installing the ocean windmill capable of installing the windmill with a simple operation, when transporting the windmill in an assembled state to install in a sea area for installation.SOLUTION: A support rack 10 is used for installing a windmill 11, which is assembled from a tower 13, a nacelle 14 and windmill blades 15, and is transported in a stored state to a sea area for installing the windmill, on a base installed in advance in the sea area for installing the windmill 11. The support rack has a safety support against overturning 21 which supports an outer peripheral surface of the tower 13 from outside to prevent an overturn of the windmill 11, and includes windmill supporting structures 24 and 25 which have a bottom part support 23 supporting a flange 22 provided on the stored tower 13, from the bottom, and receiving an overall weight of the windmill 11.",2012,B63B  35/00; F03D  13/10; F03D  13/40; E02B2017/0039; F03D  11/04; Y02E  10/727; B63B  21/50; B63B  27/10; F03D  13/20; F03D  13/25; E02B2017/0043; F05B2230/6102; B63B  35/003; B63B  35/44; E02B2017/0091; F05B2240/95; Y02P  70/523
411044787,CN201280007545,A wind turbine arrangement with a main wind turbine and at least one secondary wind turbine,"A wind turbine arrangement (1) is disclosed. The wind turbine arrangement (1) comprises a main wind turbine (2) and at least one secondary wind turbine (7, 7a, 7b, 7c).The main wind turbine (2) is arranged to produce electrical power and to supply produced electrical power to an external power recipient, such as a power grid (10). The main wind turbine (2) comprises one or more power consuming internal systems, e.g., yaw system (16), control system, heating systems (13), lubrication systems (15), etc. The secondary wind turbine (s) (7, 7a, 7b, 7c) is/are arranged to produce electrical power and to supply produced electrical power to at least some of the power consuming internal system(s) of the main wind turbine(2). The secondary wind turbine(s) (7, 7a, 7b, 7c) is/are electrically disconnected from the external power recipient. The secondary wind turbine(s) (7, 7a, 7b, 7c) may constitute a backup power supply to the internal systems. Thereby it is not necessary to refuel the backup power supply, and the backup power supply is environmental friendly. This is particularly useful in offshore wind turbine arrangements (1).",2012,F03D   1/02; F03D  13/25; F05B2240/211; F05B2240/40; F03D   9/25; F05B2240/95; F05B2260/845; F05B2240/213; Y02E  10/72; F03D   3/02; F03D   9/255
411057860,CN201190000651U,Offshore wind power turbine provided with wave run-up baffle plates,"The utility model discloses an offshore wind power turbine provided with wave run-up baffle plates and the turbine comprises a rotor blade with the length being at least 35 meters. At least one container is installed at the exterior of a wind power turbine tower, and is used for holding the electrical subsystem of the wind power turbine. The wind power turbine comprises the wave run-up baffle plates and the plate extends around the periphery of the wind power turbine tower. The containers are disposed at least 2 meters above the wave run-up baffle plates so as to prevent the wave from running up to the at least one container.",2011,E02B  17/00; F03D  11/04; F03D  13/25; Y02E  10/727; E02B  17/0017; Y02E  10/726; F05B2240/95
411068681,CA20122828419,TETHERED WING FOR WIND POWER CONVERSION,"A method and system for converting wind energy into electrical or mechanical energy through the flight of at least one power wing profile (10) tethered via one or more cables (11) to a ground unit (9) moved by the power wing profile along a path of alternating displacement (12) for driving a generator (13), where the path of alternating displacement (12) is orientable so as to set itself in a direction (17) substantially orthogonal to the direction of the wind (W). During the phases of flight of the power wing profile (10) in conditions of generation of energy the length of the cables (11) is kept constant.",2012,F05B2240/95; Y02E  10/725; Y02E  10/70; F03D   5/02; F05B2240/311; Y02E  10/721; F03D  11/04; F05B2240/94; Y02E  10/727; F03D  13/20; F03D   9/25; F05B2240/941; F05B2240/93
411082199,US201313856114,"Offshore wind turbine foundation, corresponding offshore wind turbine and method for their installation on site","An offshore wind turbine foundation comprising a platform carrying a support for the wind turbine tower in its central region, and a plurality of leg guides in its peripheral region; and a plurality of legs, each of which may be movable between a raised position for transport and lowered positions for resting on the seabed. Each leg is capable of freely sliding in its guide.",2013,E02B  17/021; E02D  27/42; F03D  13/22; Y02E  10/727; E02B  17/02; E02D  27/425; E02B  17/00; Y02E  10/72; F05B2240/95
411143043,RU20120111721,CYCLOIDAL WIND TURBINE,"FIELD: energy industry.SUBSTANCE: invention relates to wind energy and can be used as a independent source of power supply. The cycloidal wind turbine comprises a support mast, hollow oval pipes with vertical rotary blades mounted at their ends, a planetary gear with restrained central bevel gear, a generator, a reversible electric drive, a vane with contact group of switches for self-aligning of blades on wind, an anti-storm eccentric pennant with a movable flared sleeve, and the breakers of kinematic connections of the blades. The rotary blades are made single with their balanced alternating placing at the top and bottom at the outer circumference of the wind wheel. The multi-pole generator with multiplier, a transfer gearbox, a reversible electric drive and a vane with the contact group of switches are located at the bottom inside the bearing housing mounted on the vertical rods. On the movable flared sleeve a spring-loaded bracket with pushers is attached, and a rod of the solenoid electrically connected with an off-carriage remote control of emergency or preventive stop of the wind wheel.EFFECT: wind turbine is mainly oriented to the possibility of installation on roofs of multi-storey buildings, as well as on the decks of marine non-selfpropelled watercraft, and can be effectively used as an independent source of power supply of remote coastal touristic, fishing and other infrastructures.4 cl, 9 dwg",2012,Y02E  10/70; F03D   5/00; Y02B  10/30
411154624,FR20130000926,STRUCTURE POUR EOLIENNE FLOTTANTE,"Dispositif pour structure d'Èoliennes flottantes comportant un support flottant dotÈ de moyens en forme de bras de support, dont la partie supÈrieure est associÈe ‡ la nacelle et dont la partie infÈrieure est associÈe ‡ des moyens en forme de flotteurs et Èventuellement ‡ des moyens formant le lest, la masse ajoutÈe et l'amortissement, caractÈrisÈ d'une part par le fait que le m‚t unique habituel est remplacÈ par plusieurs bras de support profilÈs et caractÈrisÈ d'autre part par le fait que l'axe du rotor est creux, permettant de rÈduire les contraintes mÈcaniques et la fatigue sur les pales gr‚ce ‡ une rÈduction des perturbations aÈrodynamiques et une rÈduction de la longueur libre des pales et permettant une rÈduction des contraintes mÈcaniques et de la fatigue de la structure gr‚ce ‡ une meilleure rÈpartition des efforts.",2013,F03D   1/0691; F03D   1/0666; F03D  13/25; F05B2240/93; Y02E  10/727; F03D  13/20; F03D   1/00; F03D  11/04; B63B  21/50; F03D   1/0608; Y02E  10/721; Y02E  10/726; B63B   1/107; B63B2001/128; B63B2035/446
411156760,EP20130773309,OFFSHORE CRANE,NULL,2013,B66C  23/18; E02B2017/0091; E02B  17/02; E02B2017/006; Y02E  10/72; F05B2230/61; E02B  17/027; E02B2017/0039; Y02P  70/523; E02B  17/0004; B66C  23/185; F03D   1/00; F05B2230/6102; B66C  23/52; E02B  17/00; B66C  13/06; F03D  13/10
411185550,CN201320136659U,Fixing and leveling structure for installing offshore wind turbine jacket foundation,"The utility model discloses a fixing and leveling structure for installing an offshore wind turbine jacket foundation. The structure comprises a plurality of pile legs of the wind turbine jacket foundation, and tubular subsea piles which are corresponding to the pile legs one by one, wherein the pile legs are inserted and sleeved in the subsea piles in a suspended manner from the upper pipe orifice of the subsea piles; a first connecting piece and a second connecting piece used for fixing the pile legs are arranged between each subsea pile and each pile leg; the first connecting pipe is integrally connected with the top end of the subsea pile; the second connecting piece is integrally connected with the periphery of the pile leg; the first connecting piece and the second connecting piece are in locking connection; and an adjusting gasket for adjusting the installation height of the pile leg is arranged between the first connecting piece and the second connecting piece. The utility model aims to provide a positioning structure for installing and grouting the offshore wind turbine jacket foundation, so that a follow-up grouting process has the advantages of low cost, convenience in operation, freedom from disassembling and short operation time.",2013,E02D  27/42; E02D  27/16; E04H  12/22
411185552,CN201320136704U,Positioning structure for installing and grouting offshore wind turbine jacket foundation,"The utility model discloses a positioning structure for installing and grouting an offshore wind turbine jacket foundation. The structure comprises a plurality of pile legs of the wind turbine jacket foundation, and tubular subsea piles which are corresponding to the pile legs one by one, wherein the pile legs are inserted and sleeved in the subsea piles in a suspended manner from the upper pipe orifice of the subsea piles; and a pile leg fixing structure is arranged between each subsea pile and each pile leg. The utility model aims to provide the positioning structure for installing and grouting the offshore wind turbine jacket foundation; the wind turbine jacket foundation is fixed in advance by the positioning structure to prepare for a follow-up grouting process; and the positioning structure is low in cost, convenient to operate, free from disassembling and short in operation time.",2013,E02D  27/16; E02D  27/52
411185554,CN201320075924U,Independent foundation column of wind power generator,"The utility model discloses an independent foundation column of a wind power generator. The independent foundation column comprises an anchor bolt cage which is arranged in a detachable outer wall template. Concrete is poured so as to form the independent foundation column in a regular polygon shape. The anchor bolt cage is buried in the concrete, and the top of the anchor bolt cage extends out of the upper surface of the independent foundation column. The independent foundation column of the wind power generator is simple in structure and low in construction cost.",2013,E02D  27/42
411185558,CN201320147155U,Offshore wind power single pile foundation-based tidal current energy power generation foundation structure,"The utility model relates to an offshore wind power single pile foundation-based tidal current energy power generation foundation structure, and provides the offshore wind power single pile foundation-based tidal current energy power generation foundation structure which has a simple structure and is convenient to construct and safe and reliable so as to more conveniently combine a tidal current energy generating set with an offshore wind power generating set and reduce the engineering investment. According to the technical scheme provided by the utility model, the offshore wind power single pile foundation-based tidal current energy power generation foundation structure is provided with a single pile body of an offshore wind power generator foundation structure which is vertically and fixedly arranged on a seabed surface, and is characterized in that a fixed flange is arranged on the single pile on a part which is H1 higher than the seabed surface, wherein a tidal current energy power generation composite structure is sleeved on the single pile body; and the lower end of the composite structure is fixed to the fixed flange. The offshore wind power single pile foundation-based tidal current energy power generation foundation structure is applicable to the tidal current energy power generation industry.",2013,E02D  27/42; E02D  27/12; E02D  31/00; E02D  27/52
411214414,EP20130773817,GRAVITY SYSTEM FOUNDATION,"The present invention relates to a gravity-based foundation system for offshore wind turbine installation which enables the transport, anchoring and subsequent refloating of the structure-wind turbine assembly once anchored, giving great versatility to the solution with regard to the uncertainties associated with the installation and terrain response in the short and long term, as well as the method for installing the preceding gravity-based foundation system.",2013,E02B2017/0069; E02D  27/425; E02D  27/50; E02B2017/0091; E02D  27/42; E02D  23/02; E02D  27/22; E02B2017/0065; E02D  27/52; E02D  27/10
411228394,DK20090766890T,BÊrekonstruktion til anvendelse i offshore vindfarmindustrien,NULL,2009,E02B2017/0065; F03D  13/10; E02B2017/0091; F05B2240/95; E02B  17/025; E02B2017/0039; F03D  11/04; E02B  17/027; F03D   1/00; F03D  13/22; Y02E  10/727; Y02P  70/523
411240288,DE20132005938U,Vom Fahrwind angetriebene Strom-Erzeuger am Kfz.,"Hauptanspruch: Vom Fahrtwind angetriebene Strom-Erzeuger an Kfz. Kennzeichnender Teil: Dadurch gekennzeichnet, dass die vom Fahrtwind angetriebene Strom-Erzeuger, Generatoren Wechselstrom am Kfz in relativ flacher Bauweise gefertigt werden. (Lichtmaschinen ‰hnlich) u. im Niedrigvoltbereich arbeiten um dann die Spannung auf Bord-Batterien ca. 400 V oder ‰hnliches mittels Transformator und der nˆtigen Ampere zu laden.",2013,F03D   9/00; F03D   9/25; F05B2240/941; F03D   5/04; F03D   9/32; F05B2240/931; F05B2240/94; F03D  13/20; Y02E  10/727; Y02E  10/725
411390407,ES20090180856T,Procedimiento para aplanar las irregularidades de un lecho marino,"Procedimiento para aplanar una irregularidad, que es una superficie no plana del lecho marino, cuando seinstalan cables submarinos, tubos alargados o lÌneas de tuberÌas que incluye los pasos deinstalar una pluralidad de unidades filtrantes en forma de saco que contienen objetos tipo bloquepredeterminados sobre dicha irregularidad y nivelar las m˙ltiples unidades filtrantes de forma que la superficie superior formadas por Èstas quedenal ras con el lecho marino e instalar los cables submarinos, tubos alargados o lÌneas de tuberÌas sobre dicho lecho enrasado.",2009,H02G   9/025; E02D  27/42; F03D  13/22; F16L   1/16; E02B2017/0091; F05B2240/95; E02B2017/0039; E02D  27/52; Y02E  10/727; E02D  15/10; F16L   1/12; H02G   1/10
411401928,EP20130189175,Single piece electric assembly for connecting an off-shore wind turbine with an electric subsea cable and mounting method therefor,"It is described an electric assembly (100, 400) for electrically connecting at least one wind turbine (450a, 450b) being located off-shore with an electric subsea cable (490) being connected to an on-shore power grid (494). The electric assembly (100, 400) comprises (a) a transformer (110, 410) for transforming a first voltage level being provided by the at least one wind turbine (450a, 450b) to a second voltage level of the subsea cable (490), and (b) an external equipment (120) being electrically and mechanically connected to the transformer (110) for controlling an operation of at least the transformer (110). The transformer (110) and the electric equipment (120) are formed by a preinstalled package, which can be mechanically handled as a single piece. Further, it is described a wind turbine (450a) comprising such an electric assembly (100, 400), a wind turbine cluster (480) comprising such a wind turbine (450a) and a method for mounting such an electric assembly (100, 400) to a tower (160, 460) of a wind turbine (450a).",2013,F03D  13/30; F03D  80/00; F05B2230/60; Y02E  10/727; E02B2017/0095; F03D   1/00; F03D   9/00; Y10T  29/49117; F03D   9/257; H01F  27/40; Y02P  70/523; E02B  17/0004; E02B2017/0091; F03D   9/255; F05B2240/95; H02B   3/00; H02B   1/305; F03D  13/10
411403513,EP20130775201,FLOATING WIND TURBINE PLATFORM AND METHOD OF ASSEMBLING,NULL,2013,B63B   1/12; B63B   5/22; B63B2001/126; F03D  13/22; Y02E  10/727; B63B   1/125; B63B2001/128; E02D  27/52; B63B   1/04; B63B   1/10; B63B   1/107; B63B  35/44; B63B2001/044; E02B2017/0091; F05B2240/93; B63B   5/14; B63B  21/50; E02B  17/00; F03D  13/20; F03D  13/25; B63B   5/20; B63B2035/446; F05B2240/95; B63B  35/00
411507313,ES20110009044T,Sistema eÛlico para convertir la energÌa a travÈs de un perfil de ala de potencia,"Un sistema eÛlico para convertir energÌa que comprende: - al menos un perfil de ala de potencia que se puede accionar desde el suelo inmerso en al menos una corrienteeÛlica; - una plataforma b·sica (1) conectada a travÈs de dos cuerdas 5 (2) a dicho perfil de ala de potencia, dichaplataforma b·sica (1) que se adapta para accionar dicho perfil de ala y para convertir una energÌa eÛlica de dichacorriente eÛlica en energÌa mec·nica o elÈctrica, dichas dos cuerdas (2) que se adaptan para transmitir las fuerzasdesde y hacia dicho perfil de ala y para usarse ambas para controlar una trayectoria de vuelo de dicho perfil de alay para transmitir energÌa; - un sistema de transporte adaptado para accionar cada una de dichas cuerdas (2) hacia dicho perfil de ala quecomprende un primer par de bloques (7a) ensamblado en deslizadores (6a) de mÛdulos de accionamiento (6) dedichas cuerdas (2), un segundo par de bloques (7b) colocado aguas abajo de dichos mÛdulos de accionamiento (6)de dichas cuerdas (2) y adaptado para mantener la longitud horizontal de dicha cuerda (2) incluidas entre dichossegundos bloques (7b) y dichos primeros bloques (7a) ensamblados en dichos deslizadores (6a) de dichosmÛdulos de accionamiento (6), un tercer par de bloques (7c) adaptado para transportar dichas cuerdas (2) haciadicho perfil de ala, un cuarto par de bloques (7d) adaptado para transportar dichas cuerdas (2) que vienen de dichosegundo par de bloques (7b) hacia dicho tercer par de bloques (7c), caracterizado porque dicho sistema detransporte comprende una estructura de soporte tipo enrejado (9) compuesto de galgas de esfuerzo (17)dispuestas virtualmente a lo largo de los bordes de una pir·mide con base triangular que tiene su vÈrtice en unpunto de conexiÛn de dicho tercer par de bloques (7c).",2011,F03D   5/06; B63H   9/00; F03D   5/00; Y02E  10/70; F05B2240/921
411567511,PT20110009044T,AEOLIAN SYSTEM FOR CONVERTING ENERGY THROUGH POWER WING AIRFOILS,NULL,2011,F05B2240/921; F03D   5/06; B63H   9/00; F03D   5/00; Y02E  10/70
411568784,US201313925442,Asymmetric mooring system for support of offshore wind turbines,"A mooring system for a semi-submersible platform includes buoyancy structures for providing buoyancy to the semi-submersible platform, mooring lines connected to the buoyancy structures, and anchors embedded in the sea floor that are connected to the mooring lines. At least one-half of the mooring lines are attached to one of the buoyancy structures. A ballast control system for a wind turbine platform includes a sensor that is configured to detect a rotation of a wind turbine and a controller that is configured to direct a transfer of ballast to correct the of the wind turbine.",2013,B63B  21/50; B63B2035/446; F03D  17/00; F05B2240/95; Y02E  10/725; B63B   1/107; B63B  35/44; B63B  39/02; B63B2039/067; E02B2017/0091; F05B2240/93; F03D   7/0204; F03D  13/25; H02P   9/04; E02B   9/00; E02B  17/04; E04H2012/006; F03D   9/25; F03D   9/257; Y02E  10/22; Y02E  10/727; F03D   9/00; F03D  80/00; B63B  39/03; B63B  39/06; B63B  35/00; F03D  13/10
411568792,US201213822615,"Floating support for an offshore structure, in particular such as a wind turbine","This floating support (1) for an offshore structure, in particular such as a wind turbine, of the type including means in the form of a support mast (2), the upper part of which is associated with the structure and the lower part of which is associated with means in the form a float (3), is characterized in that the means in the form a float (3) comprise means in the form of a cage (9, 10, 11) for receiving buoyancy tanks (12).",2012,B63B   1/125; B63B2035/446; B63B   3/06; B63B   5/24; B63B2001/128; B63B   1/107; B63B  35/44; B63B  35/4406; B63B2005/245; Y02E  10/727
411571333,US201213978028,Hydrodynamic stabilization of a floating structure,"A floating platform including a plurality of pontoons providing buoyancy to the platform, and a ballast section imparting a spatial orientation to the platform. The ballast section includes a high density ballast being an aggregation of rocks, an aggregation of chunks of iron ore, or an aggregation of any other high density material. Further, the ballast section is permeable to a fluid medium in which the platform floats so as to cause a high friction between the high density ballast and the fluid medium.",2012,B63B  39/10; F03D   9/00; F05B2240/211; Y02E  10/727; B63B2035/446; B63B2039/105; B63B  35/44; B63B  39/03; F03D  13/22; F05B2240/93; B63B   3/38; B63B2231/00; F03D  11/04; F05B2240/95; F03D  13/25
411637437,KR20027000193,ROTOR WITH A SPLIT ROTOR BLADE,"? ??? ?? ? ??? ????? ???? ??? ??? ?? ????(4)? ???? ??? ?? ????(H)? ?? ???? ?? ??(1)? ?? ???. ?? ?? ????(4)? ???(2)??? ?? ??? ??? ????? ????. ?? ????(4)? ???(2) ??? ??(D)?? ?? ?? ??? ?? ?????? ?????? ???? ???? ???, ??? ??? ?? ??? ??? ??(torque)? ????. ? ??? ??? ??? ??? ?????? ?? ????? ??? ???? ?? ????? ????? ??? ??? ?? ??? ??? ?????? ??. ?? ?? ????(4)? ??????? ??? ???? ??? ???? ??? ? ?? ?? ????(5, 6)?? ???? ? ??? ? ?? ????? ??? ????. ??? ?? ????(5)? ?? ????(4)? ???? ??? ? ???? ?? ????(4)? ?? ????(D)?? ????, ?? ??? ?? ????(6)? ?? ????(4)? ???? ??? ? ???? ?? ????(4)? ?? ????(D)? ?????? ????. ?? ? ?? ?? ????(5, 6)? ??? ??? ??? ???? ??? ?????? ???(12)? ????.",2002,B64C  11/16; B63H   1/14; B63H   1/265; B64C  11/18; F01D   5/14; F04D  29/242; B64C  27/00; F04D  29/24; F04D  29/38; Y02T  50/673; B63H   1/26; F03D   1/0608; B63H   3/00; B63H   1/18; B64C  27/467; F03D   1/06; F01D   5/141; Y02E  10/721
411695755,MX20130001525,SYSTEM AND METHOD FOR GENERATING ELECTRICAL POWER FROM A FLOWING CURRENT OF FLUID.,"A helical turbine is operatively connected to at least one generator system for generating electrical power. System performance is optimized by controlling the operative angle between the longitudinal axis of the turbine and the direction of the current flow and by controlling a pitch ratio of the turbine. A pair of turbines, arranged in V-shape, each at the operative angle from a neutral centerline, provides symmetry and counteracts reactive torque. For wind operations, the V- shape is freely rotatable into the wind. For bi-directional tidal operations, the V- shape is part of a buoyant structure, positioned in the current and anchored to the floor. The structure is fit with control surfaces to ensure the system orientation. In unidirectional currents, one or more turbines can be angled downwardly into the current at the operative angle, elevators ensuring the angle is maintained.",2011,E02B   9/08; F03B  13/10; F05B2210/16; F05B2240/97; F03B  13/12; F05B2250/25; Y02E  10/38; F05B2240/243; Y02E  10/28; Y02E  10/721; F03B  13/22; F03B  17/06; F03B  13/264; F03B  17/061; F05B2240/40
411856705,KR20120021044,Apparatus for Movement Reduction,"PURPOSE: A motion attenuating apparatus for a floating offshore wind power generator is provided to largely attenuate the motion of the wind power generator caused by external forces (meteorological changes, tidal currents, waves, and so on) using a motion attenuating part at a floating base, thereby securing stability for the wind power generator. CONSTITUTION: A motion attenuating apparatus for a floating offshore wind power generator includes a motion attenuating part. The attenuating part is installed at the floating base (102) of the wind power generator (100). The motion attenuating part attenuates the motion of the floating base in the seawater according to the motion of the wind power generator caused by an external force. The motion attenuating part includes multiple first motion attenuating plates (11) which are radially installed at a periphery thereof with equal distances in order to attenuate the motion of the motion of the floating base caused by the external force.",2012,B63B2035/446; Y02E  10/72; B63B  35/44; F03D  11/04; E02D  27/52; F05B2240/90; F03D  13/25
411863110,KR20120023711,APPARATUS FOR OPENING AND CLOSING SLIDE TYPE INLET OF WIND POWER GENERATOR,"PURPOSE: A slide type inlet opening/closing apparatus for a wind power generator is provided to bypass flowing wind according to the intensity of the wind using a movable funnel-shaped inlet part at an inlet into which the wind flows, thereby stably generating power with the wind. CONSTITUTION: A slide type inlet opening/closing apparatus for a wind power generator includes a bypass path part (220), an inlet part (230), and an elastic part (240). The bypass path part is installed between a floating body (100) and a path part (210). The bypass path part guides wind, which is guided to the path part, to be bypassed along a random path. The funnel-shaped inlet part at the inlet of the bypass path part guides the wind to the path part, or bypasses the wind guided to the path part to the bypass path part with being slid by the wind. The elastic part at the bypass path part provides an elastic force for supporting the inlet part in order to continuously place the inlet part at a certain position, and provides a returning force for returning the inlet part to an initial position when the inlet part slides rearwards.",2012,F03D   1/04; F05B2240/12; F03D   1/00; Y02E  10/72; F03D  11/00
411865564,KR20120024910,APPARATUS FOR OCEAN HYBRID PIEZOELECTRIC ENERGY HARVESTING,"PURPOSE: An offshore hybrid apparatus for harvesting piezoelectric energy is provided to easily convert the vertical vibration energy of waves generated by a first piezoelectric harvesting module and wind power energy generated by a second piezoelectric harvesting module to electric energy. CONSTITUTION: An offshore hybrid apparatus for harvesting piezoelectric energy comprises a first piezoelectric harvesting module (102) and a second piezoelectric harvesting module (104). The first piezoelectric harvesting module comprises a first housing (110), a support part (120), and a piezoelectric plate (130). A floating body is coupled to the first housing. The support part is positioned inside the first housing. The piezoelectric plate is coupled to the support part and coverts the vertical vibration energy of waves to electric energy. The second piezoelectric harvesting module is coupled to the first piezoelectric harvesting module and has a piezoelectric propeller for converting wind power energy to the electric energy.",2012,F03D   9/00; Y02E  10/70; Y02E  10/72; F03B  13/18; F03G   7/00; H02N   2/18; Y02E  10/38; F03B  17/02; F03G   7/08; F05B2220/709; F03D   9/008; F03B  13/00
411865566,KR20120024911,APPARATUS FOR OCEAN HYBRID HARVESTING USING PIEZOELECTRIC,"PURPOSE: An offshore hybrid harvesting apparatus using piezoelectricity is provided to easily convert the vertical vibration energy of waves generated by a first piezoelectric harvesting module and wind power energy generated by a second piezoelectric harvesting module to electric energy. CONSTITUTION: An offshore hybrid harvesting apparatus using piezoelectricity comprises a first piezoelectric harvesting module (102) and a second piezoelectric harvesting module. The first piezoelectric harvesting module has a piezoelectric plate (130) to convert the vertical vibration energy of waves to electric energy. The second piezoelectric harvesting module is coupled to the first piezoelectric harvesting module and converts wind power energy to the electric energy. The second piezoelectric harvesting module comprises a flat part (140), a central shaft (150), a first blade part (151), a rotary shaft (160), and a second blade part (170). The flat part comprises an upper flat part and a lower flat part. One end of the rotary shaft is contacted to the upper flat part, and the other end thereof is contacted to the lower flat part. The central shaft is formed on the outer circumference of the rotary shaft. The first blade part is coupled to the central shaft. The second blade part is coupled to the upper and lower flat parts and generates the electricity while being repeatedly deformed and restored by contacting to the first blade part during the rotation of the rotary shaft.",2012,F03D   9/00; Y02E  10/34; Y02E  10/72; F03B  13/20; F03D   3/002; F03G   7/00; F03G   7/05; H02N   2/18; F03G   7/08; H02N   2/186; H01L  41/113; H01L  41/18
411866232,KR20120025584,Structure for loading Wind Power Generator,"PURPOSE: A structure for loading a wind power generator is provided to stably fix a wind power generator by forming one surface of a support to be curved and touching the curved surface of the support with a tower or a blade. CONSTITUTION: A structure (100) for loading a wind power generator comprises a case (110), partitions (111, 112, 113), and one or more supports (200). The partitions divide the inside of the case to arrange one or more towers (30, 31) and blades (40) inside of the case. The supports are coupled to the case and support the towers or the blades. One surface of each support is curved to touch the surface of the towers or the blades.",2012,F03D  11/00; F05B2240/95; Y02E  10/727; B63B  25/28; B63B  35/00
411872005,KR20120039874,MOORING APPARATUS FOR WIND TURBINE AND OFFSHORE WIND TURBINE FARM HAVING THE SAME,"PURPOSE: A mooring apparatus for a floating wind power generator and an offshore wind farm having the same are provided to mutually connect the adjacent wind power generators with a mooring cable which is not connected to the sea bottom, thereby improving efficiency in installing the wind power generators. CONSTITUTION: A mooring apparatus for a floating wind power generator and an offshore wind farm having the same includes multiple first mooring cables (110), multiple second mooring cables (120), and multiple third mooring cables (130). The first mooring cables respectively connect the multiple wind power generators (210) with the sea bottom below the wind power generators. The second mooring cables mutually connect the adjacent wind power generators among the wind power generators. The third mooring cables respectively connect the outermost wind power generators among the wind power generators with the sea bottom outer below the outermost wind power generators.",2012,B63B  35/00; F03D  11/04; Y02E  10/72; F05B2240/95; F03D  11/00; F03D  13/22; F05B2240/93; Y02E  10/727
411872278,KR20120023773,MAINTENANCE SYSTEM FOR OCEAN WIND FARM,"PURPOSE: A maintenance system of an offshore wind power generation complex is provided to improve accessibility to a wind turbine by moving a carrier on which a maintenance robot is loaded to the seabed, and to perform a maintenance work in any weather. CONSTITUTION: A maintenance system of an offshore wind power generation complex includes multiple wind turbines (200a,200b,200c,200d) and a carrier (300). The multiple wind turbines are installed on the sea, and equipped with an ultrasonic wave transmitting/receiving unit. The carrier, which is loaded with a maintenance robot for maintaining and repairing the multiple wind turbines, moves to the seabed. The carrier analyzes an ultra wave signal which is received by the multiple wind turbines, and detects the position and travelling direction of the carrier within the area which is defined by the multiple turbines. [Reference numerals] (AA) Sea; (BB) Land",2012,Y02E  10/727; F03D   7/00; F03D  11/00; F05B2230/80; B25J  11/00; F03D  11/04; F03D  80/50; Y02E  10/723
411873172,KR20120046160,MULTI COMPLEX HYBRID FOUNDATION TYPE OFFSHORE WIND TOWER,"PURPOSE: A multi-complex hybrid foundation type offshore wind tower is provided to increase resistance moment by using a soil reaction at a compression side slab in a conduction of horizontal active resisting power by installing a slab which includes a pile in a jacket basis or a tripod used in a weighty depth. CONSTITUTION: A multi complex hybrid foundation type offshore wind tower comprises a tower (200), multiple diagonal members (220), multiple supporting members (230), multiple slabs (100), and more than one pile (300). While the multiple diagonal members are fixed to the tower, and arranged as a tripod shape, and support the tower. In the multiple supporting members, the multiple diagonal members are fixed. The multiple slabs fix the supporting member, and are installed in a sea bed. The pile fixes the slab to the sea bed by being fixed to the multiple slabs and by being inserted into the sea bed. The slab is formed in an edge part, and inserted into the sea bed due to a suction pressure. The slab includes a cylindrical slab fixing unit (110) which fixes the slab to the sea bed. The slab includes an inclined plane.",2012,E02B2017/0078; E02D  27/52; F03D  13/22; Y02E  10/727; F03D  11/04; F03D  11/00; F05B2240/95
411876864,IE20080000423,A vertical fluid flow turbine,"A vertical fluid (wind/water) turbine generator, for the production of electric energy from kinetic energy found in the movement of wind/water. Two vertical fluid flow turbines side by side with an adjustable gap, rotate by the fluid current are installed into a main support frame. The main support frame comprises of: A fin(s)/rudder(s) which ensure the vertical turbines are facing into the fluid direction. Adjustable fluid flow guide vanes to increase efficiency by aiding/dissipating fluid flow into the rotating turbines. A generator housing area. Subject to fluid type: include in wind; a rotating main support frame on a foundation base giving the necessary ability to rotate freely in the winds directional changes and in sea/ocean an underwater floatation chamber within the main support frame connected to an anchor line. <Figure 4>",2008,Y02E  10/20; F03D   3/00; F03B  17/00; F03D   9/00; Y02E  10/74
411888012,CN201310299688,Prestressed ultra-high-performance concrete offshore wind power tower,"The invention provides a prestressed ultra-high-performance concrete offshore wind power tower which comprises a tower cylinder structure and prestressed tendons. The tower cylinder structure comprises a plurality of tower cylinder structure units connected through high-strength bolts. The tower cylinder structure is made of ultra-high-performance concrete. The prestressed tendons are made of fiber reinforced plastic and are arranged inside the tower cylinder structure in an external prestressing mode. All the tower cylinder structure units stretch and draw the prestressed tendons after mounted in place to form a whole. A bamboo-joint-imitated portion is arranged between every two tower cylinder structure units, so that overall stability and torsion resistance of the tower are improved while the thickness of a tower wall is effectively reduced. The prestressed ultra-high-performance concrete offshore wind power tower is designed and produced according to combination of the prestressed tendons made of the fiber reinforced plastic and the tower cylinder structure made of the ultra-high-performance concrete, and the bamboo-joint-imitated portions are additionally provided, so that the stability and the torsion resistance are improved while strength and anti-corrosion performance of the tower are improved, and the height of the tower reaches 100-120m.",2013,E04H  12/16
411913758,CN201320270007U,Grouting operation device for offshore wind power jacket,"The utility model provides a grouting operation device for an offshore wind power jacket. The grouting operation device comprises a supporting platform, and a stirring system, a water supply system, a control system and a grouting system for grouting the offshore wind power jacket which are arranged on the supporting platform; the water supply system is connected with the stirring system; the inlet of the grouting system is connected with the outlet of the stirring system; the stirring system and the water supply system are both connected with the control system. The grouting operation device for the offshore wind power jacket is convenient to transport, is adaptive to offshore construction, and can stir and pump an offshore jacket grouting material by integrating the stirring system, the water supply system, the control system and the grouting system on the supporting platform.",2013,E02D  15/00
411943665,US201113988866,Bridge apparatus,"A bridge apparatus to transfer persons between a moving structure such as a vessel and a second structure such as an offshore installation, for example, to span gaps between work boats and fixed offshore installations such as wind turbines. The bridge comprises a platform supported by a line, the platform being moveable in a vertical direction by movement, of the line, wherein the line extends in a vertical direction from the platform to a capstan, and from the capstan to a counterweight. Thus the inboard end of the bridge can remain in generally the same vertical position in relation to the support structure of the vessel, moving with the vessel in the water, and the outboard end of the bridge apparatus can remain in generally the same vertical position relative to the wind turbine, and the relative vertical movement between the wind turbine and the vessel is compensated by the movement of the bridge, while the stepping on and stepping off points on the bridge remain generally still in relation to the vessel and the wind turbine.",2011,B63B2017/0072; B63B  27/14; B63B  27/30; E01D  15/24; B63B  17/00; B63B2027/141; E01D  15/12; E01D  15/124; E01D  15/06; E01D  15/08
411947270,US201113814476,Method and system for harnessing wind energy using a tethered airfoil,"The present disclosure is directed at a method and system for harnessing wind energy using a tethered airfoil. During a traction phase, wind is allowed to extend a kite tether. Wind energy that is harnessed through extension of the kite tether is mechanically stored prior to using the wind energy that is stored to generate electricity. During a retraction phase, the wind energy that is mechanically stored during the traction phase is used to retract the kite tether. Beneficially, the mechanical storage allows the kite tether to be retracted without relying on electricity from an electrical grid.",2011,B63H   9/04; F03D   5/06; F03D   7/022; A63H  27/08; F03D   7/00; Y02E  60/16; F03D   9/00; Y02E  10/70; Y02E  10/72; H02P   9/04; Y02E  10/725; Y02E  60/17; F03D   9/12; Y02P  90/50; F03D   9/02; F03D   9/25; F03D   9/28
411947488,US201313870336,Cooling support element for a stator segment of an electrical machine for a wind turbine,A cooling support element for a stator segment of an electrical machine is provided. The cooling support element has a first and a second plate each having an upper surface and a lower surface. The upper surface of the first plate has anchoring element for anchoring a stator lamination stack attached to the cooling support element. The lower surface of the second plate has an inlet and an outlet opening. The two plates are attached to each other. The lower surface of the first plate faces the upper surface of the second plate. Separator elements are disposed between the lower surface of the first plate and the upper surface of the second plate for providing a cooling channel. A cooling fluid is guidable from the inlet opening through the cooling channel to the outlet opening for dissipating heat from the stator lamination stack.,2013,H02K   1/187; H02K  15/14; Y02P  70/523; Y10T  29/49009; F03D  11/00; F03D  80/60; F03D   9/00; H02K   1/18; H02K   7/1838; F05B2260/202; H02K   9/00; Y02E  10/725; F03D   9/25; H02K   9/19; H02K   5/20; H02K   7/18; H02K   9/02
411951604,US201113881940,High efficiency propeller blade with increased pressure side surface,"A propeller used in aircraft/sea vessels, pumping systems, wind and hydraulic turbines is provided. Propeller blades are distributed around the propeller hub and positioned so as to set an angle with the axis (x) of the propeller hub, to a concave curvilinear contact surface formed on the suction side of said blades that push water and to a convex outlet surface which follows this concave surface and is shorter than said concave surface.",2011,F01D   5/14; F04D  29/181; Y02E  10/721; F04D  29/384; F05B2240/30; F04D  29/38; F04D  29/18; B64C  11/18; Y02T  70/542; B63H   1/26
411967411,TW20132204420U,Floating guiding type vertical axis wind turbine generator,NULL,2013,Y02E  10/70; F03D   5/00; Y02E  10/74
412087939,CN201310157758,Scouring control cover of seaborne wind power foundation,"The invention provides a scouring control cover of an offshore wind power foundation. A foundation plate for an offshore wind turbine comprises a body which protrudes towards a central part from an edge part and is provided with a tower at the central part, and a cylindrical insertion part which is under the edge part and is inserted into the seabed for fixing the foundation plate to the seabed.",2013,E02D   5/80; E02D2300/0034; H02K   7/183; Y02T  70/5254; F03D  11/00; Y02E  10/722; E02D  27/52; F03D  80/00
412090267,CN201310234022,Method and system for adjusting sensitivity of offshore wind plant current collecting system,"The invention discloses a method and system for adjusting the sensitivity of an offshore wind plant current collecting system. The method comprises the steps that the annual fault frequency of each device in the system and the annual fault repairing time of each device are firstly obtained so that the fault rate of each device can be determined; rated power of all fans in the system is obtained and the equal output power of topology is determined according to the fault rate of each device and the rated power of each fan; the equal outage rate of the system is determined according to the equal output power of the topology; the sensitivity of each device is determined according to the equal outage rate of the system and the fault rate of each device and the proportion of each device occupied in the system is adjusted according to the sensitivity of each device. According to the method and system for adjusting the sensitivity of the offshore wind plant current collecting system, the influence on the reliability of the topology by the fault rate of the devices of a cable, a switch, the fans and the like is comprehensively considered, sensitivity analysis is conducted on the corresponding device influencing the reliability of the topology, and the method and device have the positive meaning to the economic cost reduction and fault opportunity cost reduction of the current collecting system under different allocation plans, and have certain reference value for engine design and research of the current collecting system.",2013,H02J   3/00
412092061,CN201280009900,Mechanisms for creating undulating motion such as for propulsion and for harnessing the energy of moving fluid,Mechanisms are described which receive and transfer forces via transducers having one or more persistent deformations in changeable locations. Actuator or propulsion embodiments are powered by elastic or variable length transducers that exert forces on the deformed members which in turn exert forces onto ambient fluid such as air or water. Generator embodiments receive forces from ambient moving fluid via deformed members which transfer those forces to elastic or variable length transducers which convert those forces into electrical energy.,2012,F05B2240/97; F05B2240/311; H02N   2/185; B63H   1/37; H02K   7/18; F05B2220/709; F03D   9/00; F03B  17/06; F05B2240/931; Y02E  10/28; Y02E  10/721; Y02T  70/5254
412120197,CN201320181197U,Speed-up gear box for high-power wind driven generator,"The utility model relates to a speed-up gear box for a high-power wind driven generator. The speed-up gear box comprises a box body, planetary gear trains, a hollow shaft, an output gear train and a lubricating system, wherein the box body comprises a torque arm, a middle box body, a rear box body and a rear end cover, the planetary gear trains comprise an input planetary gear train and a second planetary gear train, and the output gear train comprises a big gear, an output gear shaft and an inner spline shaft; a first sun wheel shaft, a second sun wheel shaft and the inner spline shaft are sequentially connected to the hollow shaft in a floating and sleeved mode, the first sun wheel shaft is connected with a second planet carrier through a spline, the second sun wheel shaft is connected with the inner spline shaft through a spline, the big gear is fixed on the inner spline shaft, and an output end of the output gear shaft penetrates out of the rear end cover; the lubricating system comprises an oil tank, a motor pump, an oil circuit distributor and a lubricating oil channel communicated with various bearings and the splines.",2013,F16H  57/021; F16H   1/28; Y02E  10/722; F03D  11/02; F16H  57/04
412121395,CN201320181468U,Speed-up gearbox for 6-MW wind-driven generator,"The utility model relates to a speed-up gearbox for a 6-MW wind-driven generator. The speed-up gearbox for the 6-MW wind-driven generator comprises a connecting flange, a box body, a two-level planetary wheel system, a pipe shaft, an inner spline shaft, an output gear train and a lubrication system, wherein a front box body, a first-level inner gear ring, a torsion arm, a second-level inner gear ring and a rear box body are sequentially connected through bolts, an upper box cover and a lower box cover are connected with the rear box body, the connecting flange, a first-level planetary frame, a first-level sun wheel, a second-level planetary frame, a second-level sun wheel and the inner spline shaft are coaxial, the first-level sun wheel, the second-level sun wheel and the inner spline shaft are sequentially connected with the pipe shaft in a floating and sleeved mode, the two ends of the pipe shaft penetrate out of the box body and are respectively provided with a connector flange, and sealing rings are respectively arranged in the position where the first-level planetary frame is combined with the front box body and in the position where an output gear shaft is combined with a rear box cover.",2013,Y02E  10/722; F03D  11/02; F16H  57/029; F16H  57/023; F16H  57/04; F16H   1/36
412156779,CA20132814051,WEAR INDICATOR SYSTEM FOR OFFSHORE CORROSION PROTECTION COVERING SYSTEMS,"A metal pipe which has an at least two-layer corrosion protection covering with an upper and a lower layer, the lower layer being finished such that, in the event of damage to the layer or layers lying above, a visual or electrical signal can be detected, is used for installation in an offshore structure or for producing a pipeline laid in water. Damage to the corrosion protection covering can therefore be detected easily and, if appropriate, reported by remote monitoring.",2013,B32B  15/088; F03D  17/00; F16L  57/06; F17D   5/06; B32B   1/08; F16L  55/00; B32B2307/206; B32B2597/00; E02D  27/32; F16L  58/1054; B32B2307/202; F03D  11/04; F16L  58/02; B32B  15/08
412161897,US201213661180,"Tidal energy seawater desalination system, power generation system and integral energy utilization system","A tidal energy seawater desalination system wherein a seawater evaporation tower is configured with a vacuum pump which connects with a tidal energy power device, and connects a seawater evaporation tower via pipelines, an output end of the pump connects a steam condensation tower via pipelines; alternatively the evaporation tower comprises a floating barrel and a stationary barrel, the floating barrel connects with the power device, the top of the stationary barrel connecting the steam condensation tower via pipelines; the pipeline introducing the steam into the condensation tower first connects a steam pressure tank, a steam turbine connects the tank via pipelines, the power output shaft of the turbine connects generator sets, and in turn, the turbine connecting the condensation tower via pipelines, such that the system is also a power generation system; on the offshore of which is provided with solar water heater and wind driven generator.",2012,C02F   1/04; F05B2220/702; H02P   9/04; Y02W  10/33; C02F2201/009; Y02A  20/142; Y02P  80/22; F03B  13/262; F05B2220/62; Y02E  10/28; F03B  13/10; F03D   9/00; Y02A  20/212; B01D   3/10; C02F2301/063; F03D   9/008; F03D   9/25; Y02E  10/38; B01D   3/06; B01D   3/103; Y02A  20/144; Y02E  10/72; Y02W  10/37; C02F 103/08; C02F2103/08; F03D   9/007; F05B2260/42; C02F   1/14; F03B  13/12; F03B  13/26; Y02A  20/128; Y02A  20/129; Y02A  20/141; Y02P  70/34
412187021,AU20120230291,A mooring component having a smooth stress-strain response to high loads,"A mooring component (20) comprises a plurality of different deformable elements (22a-22f) formed of an elastomeric material. The component has a tensile length L and at least one of the elements has a length L' < L. As the mooring component (20) comprises a plurality of different elastomeric elements (22a-22f), each having its own unique elastic (i.e. reversible) stress-strain response, the overall response of the component (20) is a composite elastic response resulting from a combination of the responses of each of the plurality of elastomeric elements (22a-22f). The mooring component (20) can form part of a mooring system for floating devices and sea-based structures such as renewable energy devices, including wave energy conversion devices, tidal turbines and tidal platforms, fish farms, oil rigs and off-shore wind farms, especially in low scope or high variability environments.",2012,B63B2021/005; Y10T  29/49826; B63B  21/20
412306818,CN201310277262,Wind power generation device used for ship,"The invention aims at providing a wind power generation device used for a ship, comprising a wind turbine, a permanent magnet generator and a lifting rod, wherein the wind turbine is connected with the rotating shaft of the permanent magnet generator to form a vertical shaft wind generator unit; the lifting rod is used for supporting the wind turbine and the permanent magnet generator, and the lifting amplitude is adjustable. The wind power generation device is simply and easily realized on the ship, fully utilizes wind energy at the sea, and reduces pollution to ocean caused when the ship uses the traditional energy; when a power device on the ship is damaged, even a standby generator unit, an emergency standby power supply, a storage battery and the like cannot work, the lifting rod can be operated manually, and the wind turbine or a small-sized wind power generator unit is lifted to a preset height to generate electricity. Under the emergency condition that the ship is lack of electricity, a wind power generator on the ship is used for generating electricity, the influence on the normal operation of a ship electric power system and an emergency electric device is avoided, and the reliability and the vitality of the ship electric power system are increased.",2012,F03D  13/20; Y02E  10/727; F03D   9/00; F03D  11/04; Y02E  10/725; F03D   9/25
412326071,CN201320121249U,Floating type wind driven generator foundation,"The utility model provides a floating type wind driven generator foundation and relates to wind power generation. The floating type wind driven generator foundation solves the problem that an existing floating type wind driven generator foundation is difficult to hoist and transport, much in time consumption, and large in expenditure. The floating type wind driven generator foundation comprises an upright column, a plurality of floating boxes and a plurality of supporting brackets, the floating boxes and the supporting brackets are arranged around the upright column, each floating box is provided with a plurality of first supports, the upright column is provided with a plurality of second supports, the two ends of each supporting bracket are movably connected with the first supports and the second supports, the upright column and the floating boxes are detachably connected through the supporting brackets, and the floating boxes are detachably connected through the supporting brackets. The floating type wind driven generator foundation is used for installing a wind driven generator.",2013,B63B  35/44
412328937,CN201320323838U,Offshore wind turbine foundation with downward-inserting-type honeycomb structure chassis,"The utility model discloses an offshore wind turbine foundation with downward-inserting-type honeycomb structure chassis. The chassis on the lower portion of the foundation are a plurality of flat honeycomb structure chassis which are reversely placed with the lower portions open, a plurality of supporting fixing pile holes are evenly distributed in the periphery of the chassis in the perpendicular direction, supporting fixing piles which are arranged deep into the seabed are arranged in the supporting fixing pile holes, supporting fixing pile top sealing blocks are arranged on the upper portions of the supporting fixing piles, and an offshore wind turbine is installed on vertical columns on the upper portion of the hollow cylindrical foundation located on the upper portion; the offshore wind turbine foundation can bear strong wind loads on the sea, sea water corrosion and wave pounding and solve the problems that due to the fact that a soft soil foundation is low in bearing capacity, the foundation is unstable and sinks downward. The wind turbine foundation is high in constructing efficiency, low in building cost, small in investment and short in constructing period.",2013,E02D  27/42; E02D  27/52
412338047,CN201320370656U,Frequency converter water-cooling device of offshore wind generating set,"The utility model discloses a frequency converter water-cooling device of an offshore wind generating set, and the device comprises a cooler, a frequency converter, a pump body I, a filter, and a connection pipeline. The device is characterized in that the pump body I and the cooler are disposed on a tower cylinder platform. The pump body I leads seawater to the cooler via a water pipe in order to cool a pipeline of the cooler. The cooling liquid in the frequency converter passes through the pipeline of the cooler through a pump body II. The water pipe is a rubber pipe, and the pipeline of the cooler is a titanium alloy pipeline. The titanium alloy pipeline with resistance to corrosion is employed as the pipeline of the cooler, and the rubber pipe with resistance to corrosion is employed as the water pipe, and a cooling medium is changed from air to the seawater with a greater specific heat, thereby greatly reducing the size of a cooling device and improving the level of resistance to corrosion. In particular, the cooling device is disposed on the tower cylinder platform so that the maintenance is very simple.",2013,Y02E  10/76; H02M   1/00; H05K   7/20
412347785,DK20090775346T,Flytbare offshore vindturbiner med forinstalleret fort¯jningssystem,NULL,2009,B63B  21/50; F03D  11/00; F03D  13/10; F03D  13/40; F03D  13/25; F03D   9/25; B63B2035/446; F03D   1/00; F03D  80/50; F05B2240/95; Y02E  10/725; B63B  35/44; F05B2240/93; F03D  80/00; F03D  80/85; Y02E  10/38; Y02E  10/727
412358525,US201113996702,Floating offshore wind turbine comprising an active nacelle tilt stabilization system,Figure 4 to be published.,2011,F03D   7/0204; Y02E  10/723; Y02E  10/727; F05B2270/404; B63B  17/00; B63B2035/446; F05B2240/14; F05B2240/95; F05B2270/606; B63B  35/44; B63B2017/0072; F03D   7/04; F05B2240/93; F03D   7/02; F03D  13/25; F05B2270/602; F05B2270/604
412358547,US201313826389,Off-shore wind turbine with a thermal conditioning system,"A thermal conditioning system for an off-shore wind turbine. The thermal conditioning system has an insulating structure that reduces the thermal losses by convection of treated air circulating through a duct inside the tower, from the base-level of the wind turbine to the nacelle structure. The treated air is supplied by an air-treatment system located at the base level of the wind turbine. In the insulating structure an insulating material of a greater thermal conductivity than the treated air is provided, and a plurality of voids is arranged between the insulating material so that air flow between the voids is prevented by the insulating material.",2013,F04D  29/5806; Y02E  10/726; F03D  13/25; F05B2260/64; F03D  80/80; F01D  25/00; F03D   9/41; F05B2260/20; Y02E  10/722; F03D  80/60; F03D   9/37; F04D  29/58; F05B2240/95; F04D  29/5833
412358575,US201113821513,Magnus rotor with balancing weights and method for balancing a body of revolution,The invention relates to a Magnus rotor having a cylindrical body of revolution for converting wind power into a feed force using the Magnus effect. The Magnus rotor having: a rotational shaft about which the body of revolution rotates; a support member on which the body of revolution is mounted; and a body of revolution which has stiffening ribs for the reinforcement thereof. The body of revolution is primed in at least two planes arranged at a mutual spacing in the axial direction perpendicular to the rotational shaft of the body of revolution in order to accommodate balancing weights. The invention further relates to a method for balancing a body of revolution according to the invention.,2011,F03D  13/35; Y02T  70/58; F03D   3/005; F03D   7/02; B63H   9/02; F03D   1/00; Y10T  29/49316; F03D   3/067; F03D   3/00; F03D   3/06; F03D   7/0296
412408954,ES20090766890T,Estructura de soporte para su uso en la industria de parques eÛlicos marÌtimos,"Una estructura de soporte para su uso en la industria de parques eÛlicos marÌtimos, que comprende unacimentaciÛn (4; 4') para su instalaciÛn en un lecho marino (3) por debajo de una masa de agua (2) y una torre (7)conectada con la cimentaciÛn y que se extiende hacia arriba desde la misma y que es capaz de soportar al menosuna unidad de equipo (5), en la que la cimentaciÛn (4; 4') comprende adem·s un elemento de losa inferior (14) yuna pared (23, 54) que se extiende hacia arriba desde el elemento de losa inferior (14), definiendo asÌ una primeracavidad (15), teniendo la primera cavidad (15) un volumen que proporciona una flotabilidad suficiente a lacimentaciÛn (4; 4') para que esta estÈ en suspensiÛn auto-flotante en la masa de agua, estando adaptada dichaprimera cavidad para ser rellenada con lastre hasta un nivel en el que la cimentaciÛn se desplace hasta unaposiciÛn sobre el lecho marino, caracterizada por que la cimentaciÛn (4; 4') comprende un faldÛn circunferencial(18) que se extiende hacia abajo desde el elemento de losa inferior (14) y que define al menos un compartimento(17a-c) por debajo de la cimentaciÛn (4; 4'), creando el peso de la cimentaciÛn, incluyendo el lastre, una fuerzasuficiente para que el faldÛn penetre en el lecho marino de modo que las cargas externas se transfieran a suelosm·s profundos.",2009,E02B2017/0091; E02B  17/025; E02B2017/0039; Y02E  10/727; F03D   1/00; F03D  11/04; F05B2240/95; E02B2017/0065; F03D  13/22; E02B  17/027; F03D  13/10; Y02P  70/523
412410134,PT20100798831T,PARTIALLY SUBMERSIBLE WIND TURBINE TRANSPORT VESSEL,NULL,2010,Y02E  10/727; F03D  13/10; Y02E  10/721; B63B  35/44; F03D  13/25; B63B  75/00; B63B2035/446
412433950,DK20100152885T,FREMGANGSM≈DE OG ANORDNING TIL MONTERING AF EN HAVVINDMÿLLE,NULL,2010,Y10T  29/53974; Y02P  70/523; Y10T  29/49316; F03D  13/10; F03D  13/40; F05B2240/95; Y10T  29/49321; Y10T  29/53978; F05B2230/6102; Y02E  10/727; F03D   1/00; Y10T  29/53687
412451314,CN201310357394,Special whole set equipment for offshore wind turbine complete transportation and mounting,"The invention relates to special whole set equipment for offshore wind turbine complete transportation and mounting, which includes a transportation barge, and is characterized in that fixed steel frameworks, movable steel platforms, blower tool abutments and a control machine room are arranged in the single transportation barge; the fixed steel frameworks are fixed on the transportation barge through rigid connection, so as to form a movable steel platform sliding support mechanism; the movable steel platforms are movably connected with the fixed steel frameworks through sliding mechanisms, are provided with fixing and lifting mechanisms, are used for fixing work piece blowers when in a transportation state and lifting the work piece blower when in a mounting state, and are major support structures for a blower hoop system and the entire blower; a hoop running control system, a movable steel platform control system and a monitoring system are integrated in the control machine room, and the hoop running, as well as the moving and lifting of the movable steel platforms can be controlled through the control machine room. According to the invention, four entire blowers can be transported simultaneously, the entire blowers are mounted separately, the offshore operation time is greatly shortened, the mounting efficiency is very high, and the mounting cost of offshore blowers is greatly reduced.",2013,B63B  35/00; Y02E  10/727
412466148,CN201280006434,Annular buoyant body,"The invention relates to the field of buoyant bodies, and specifically to an annular buoyant body (1) comprising a central opening (2) forming a well, configured such that, when in the water, with a swell having a period substantially equal to a period specific to the buoyant body (1) when heaving, vertical forces exerted on the buoyant body (1) by a body of water oscillating in the central opening (2) out of phase with the swell at least partially compensate for the vertical force exerted on the buoyant body (1) by the swell, as well as to a method for at least partially suppressing a heaving movement of the buoyant body (1) with a period specific to the buoyant body (1).",2012,B63B2241/06; B63B2241/08; Y02E  10/727; B63B  39/00; F03D  13/25; B63B   1/04; B63B  39/03; B63B2035/446; B63B2039/067; B63B  35/44; B63B2241/12; F05B2240/93
412487122,CN201320235803U,Device for centering wind-driven fan main shaft and gear vase shaft expansion sleeve,"The utility model discloses a device for centering a wind-driven fan main shaft and a gear vase shaft expansion sleeve. The device comprises a fan main shaft support, a gear case support and a tensioner. The fan main shaft support comprises a base and a floating rack which are arranged top and bottom; the floating rack comprises an upper layer and a lower layer; the lower layer of the floating rack is a floating seat; the upper layer of the floating rack is an installation seat; the installation seat is provided with transverse roller sets for supporting a fan main shaft assembly; the transverse roller sets are convenient for the fan main shaft to transversely move from side to side; the base and the floating seat are supported by springs; the fan main shaft assembly and the floating rack are in a floating state in a vertical direction by virtue of the springs. The utility model aims to provide the device for centering the wind-driven fan main shaft and the gear vase shaft expansion sleeve, which is high in centering accuracy, simple to operate and needs less personnel.",2013,F03D  11/04
412495732,CN201320367823U,Power driver of wind energy generator,"The utility model discloses a power driver of a wind energy generator. The power driver comprises a driver chip, a diode, a first polar capacitor, a second polar capacitor, a first non-polar capacitor, a second non-polar capacitor and a third non-polar capacitor, wherein the driver chip comprises a logic power supply voltage end, a logic circuit ground potential end, a low-end fixed power supply voltage end, a high-end floating power supply voltage end, a high-end floating power supply offset voltage end and a common end, a positive electrode input end of the first polar capacitor is simultaneously connected with a 5V power supply and the logic power supply voltage end, and the high-end floating power supply voltage end is simultaneously connected with a negative electrode output end of the diode, one end of the first non-polar capacitor and a positive electrode input end of the second polar capacitor. The power driver of the wind energy generator has the advantages of optocoupler isolation and electromagnetic isolation, good interference performance, few driving power supplies, simple driver circuit, strong driving ability, convenient control, high utilization rate of electric energy, and low cost.",2013,Y02E  10/76; H02M   1/00
412515659,US201113983208,Wind turbine generator system,"According to the present invention, a wind turbine generator system is provided which can not only remove the influence of salt damage in case the system is established off-shore, but even if the facility becomes larger, which can also cool equipment and the generator provided in the tower and can reduce the possibility of decreasing power generation efficiency. The wind turbine generator system of the present invention comprising a rotor having a hub and blades; a generator connected with the rotor by way of a main shaft connected with the hub; a nacelle which contains at least the generator and supports the rotor pivotally by way of the main shaft; a tower on a top of which the nacelle is supported, and opposite to the top the tower is fixed to a base, wherein a heat exchanger is provided at the tower close to the base and cooling medium passes through the heat exchanger by way of a pipe arrangement, and thereby the heat of the cooling medium and the heat of air inside the tower are exchanged and the air inside the tower is cooled.",2011,F03D  13/20; F03D  13/25; F01D  25/12; Y02E  10/726; F03D   9/25; F03D  80/60; Y02E  10/725; F03D   9/00; F05B2260/232; F03D  13/22; Y02E  10/727
412567294,JP20130076117,"OFFSHORE WIND TURBINE FOUNDATION, CORRESPONDING OFFSHORE WIND TURBINE AND METHOD FOR THEIR INSTALLATION ON SITE","PROBLEM TO BE SOLVED: To provide an offshore wind turbine foundation that is more economical and easier to construct, a corresponding offshore wind turbine, and a method for their installation on a site.SOLUTION: An offshore wind turbine foundation (2) comprises a platform (4) carrying a support (13) for a wind turbine tower in its central region and a plurality of leg guides in its peripheral region, and a plurality of legs (5), each of which is movable between a raised position for transport and lowered positions for resting on a seabed (6). Each leg (5) is capable of freely sliding in its guide.",2013,F03D  11/04; F03D  13/22; Y02E  10/727; E02B  17/021; E02D  27/42; Y02E  10/72; E02D  27/425; F05B2240/95; F03D  13/25
412578300,JP20130526982,?????????????????????????????????????,NULL,2010,Y02E  10/727; B63B  35/003; F03D   9/00; F03D  11/04; F05B2240/95; F03D  13/40; B63B  27/10
412579217,JP20130524384,???????????????,NULL,2011,B63H   3/06; F03D   7/0224; F03D   1/06; Y02E  10/723; B63H   3/00; B63H   5/125; F05B2210/16; B63H  21/17; F03D   7/04; F01D   7/00; Y02E  10/721; B63H   5/10; F05B2260/79
412645772,CN201310395315,Single-pile fixed vertical shaft wind power generator with suction caisson,"The invention relates to a single-pile fixed vertical shaft wind power generator with a suction caisson in the technical field of marine fixed wind power generation, and the wind power generator comprises a vertical axis wind power generator, and a tower drum and the suction caisson which are arranged at the bottom of the machine in sequence and are provided with working platforms. The suction caisson is of an integral barrel-shaped structure which is formed by welding a steel sheet; a drainage short pipe and a flange are arranged on the top of the suction caisson. The single-pile fixed vertical shaft wind power generator with the suction caisson overcomes the defects of the prior art that the foundation installation fee of an offshore wind power generator is high, the installation cycle is long, the internal stress of the foundation of the offshore wind power generator is high, and the occupied area of a wind field is large, and has the advantages that the installation of the foundation of thewind power generator the whole system is quick, the installation cost is low, the internal stress of the foundation of the wind power generator is low, the occupied oceanic area of the wind field is small, and the like.",2013,F03D   9/00; Y02E  10/72; F03D  11/04; F03D  11/00
412673411,CN201320374708U,Movable type offshore new energy power generation device,"The utility model discloses a movable type offshore new energy power generation device and belongs to the technical field of marine engineering equipment. The movable type offshore new energy power generation device comprises a wind driven generator, a supporting column, an electric energy storage device, solar panels, a floating body, an anchor chain, a tidal current energy generator and a control cabinet, wherein the electric energy storage device is arranged at the upper part of the floating body; the supporting column is arranged on the electric energy storage device; the wind driven generator is arranged on the supporting column; the solar panels are arranged on two sides of the floating body; the tidal current energy generator is arranged at the lower part of the floating body; the electric energy storage device is connected with the control cabinet through a wire; a stainless steel anchor chain is connected to the floating body; the floating body is a hollow stainless steel cuboid; the wall thickness of the floating body is 10mm; the supporting column is made of a hollow aluminum alloy material. The movable type offshore new energy power generation device can be used independently as required; a plurality of movable type offshore new energy power generation devices can be combined for use, and the quantity of the movable type offshore new energy power generation devices to be combined can be determined according to the size of actual power consumption. Generated power is delivered to the control cabinet through treatment such as rectification and inversion and is supplied to power equipment.",2013,F03B  13/00; F03D   9/02; Y02E  10/72; F03D   9/00
412705465,EP20130194515,WIND AND WAVE POWER GENERATION SYSTEM,"This invention relates to a combined offshore system for generating electricity, comprising of an offshore windmill unit with a generator for extracting power from wind and transferring it into electricity, a electricity export cable connected to the windmill for exporting produced electricity to offshore or onshore consumers, and at least one offshore wave power unit for extracting power from waves. This offshore wave power unit is characterized in that electricity produced by the wave power unit is transferred via the same electricity export cable as the electricity generated by the windmill unit, wherein the windmill unit is a floating unit.",2009,Y02E  10/38; F03B  13/20; F03D  13/25; Y02E  10/727; F03D   1/00; F03D   9/008; F03D   9/255; Y02E  10/725; F03B  13/14; F03D   9/00
412741152,US201313955788,Assembly operating in a variable regime,"The invention relates to electromechanical assemblies comprising an alternator, especially of high power, typically greater than or equal to IMW, and a converter, the alternator comprising a rotor driven in rotation, by a wind turbine for example, and more particularly to wound rotor synchronous alternators. The drive can also take place by means of a tide-driven, hydraulic or marine-current-driven generator. An alternator comprises in a manner known per se a field winding, generally at the rotor, supplied with DC current either by split rings and brushes, or by an exciter, so as to generate in an armature winding, generally at the stator, an AC voltage.",2013,H02P   9/305; H02K  19/28; H02P   9/08; Y02E  10/725; H02K   7/18; H02P   9/30; F03D   9/00; H02P   9/04; H02P   9/14; H02K   7/1838; H02P   9/48
412858084,EP20130306596,Offshore wind turbine on an off-axis floating support,The turbine has a rotor with a horizontal rotation axis or a rotor with a vertical rotation axis. The rotor is mounted on a floating support (1) and having a principal axis. The principal axis is offset by an angle alpha with respect to either an axis of a tower carrying the rotor with a horizontal axis or the rotor with a vertical rotation axis. The floating support is arranged with a fixed ballast at a base. The floating support is arranged with a hydraulic ballast system for displacing mass of liquid along the principal axis. The floating support is of cylindrical form and is of solid revolution shape.,2013,B63B  39/00; F03D  13/25; F05B2240/93; B63B  39/03; F03D   9/25; F03D  13/22; Y02E  10/727
412889374,KR20137020442,WIND TURBINE FACILITY,"? ???, ??? ??? ???? ??? ??? ?? ?? ?? ??, ??? ?????? ?? ?? ??? ?? ? ???? ??? ???? ?? ? ??, ?? ??? ??? ??? ?? ?? ?? ??? ????. ? ??? ?? ?? ???, ??? ????? ????? ???, ?? ??? ?? ??? ??? ??? ??? ???? ????, ?? ???? ??? ????, ?? ??? ??? ?? ??? ????? ???, ?? ??? ???? ????, ? ????? ???? ??? ???? ?? ??? ??? ?? ?? ??? ???, ?? ?? ??? ?? ??? ????? ????, ?? ????? ??? ??? ?? ??? ???? ????, ?? ?? ??? ?? ?? ?? ??? ?????, ?? ?? ?? ??? ???? ?? ???? ??.",2011,F03D   9/25; F01D  25/12; Y02E  10/726; F05B2260/232; Y02E  10/727; F03D  13/22; F03D   9/00; F03D  13/20; F03D  13/25; F03D  11/04; F03D  80/60; Y02E  10/725
412897654,KR20130036689,OFFSHORE WIND TURBINE FOUNDATION CORRESPONDING OFFSHORE WIND TURBINE AND METHOD FOR THEIR INSTALLATION ON SITE,"PURPOSE: A foundation for an offshore wind turbine, an offshore wind turbine including the same, and an installation method thereof are provided to allow multiple legs, which can move from a refloated position for transportation to a descending position for settlement on the seafloor respectively, to freely slide inside guides. CONSTITUTION: A foundation for an offshore wind turbine comprises a platform (4) and multiple legs (5). The platform has a supporting body (13) of a wind turbine tower at the center and has multiple leg guides in the surrounding area. The legs can move from a refloated position for transportation to a descending position for settlement on the seafloor (6) respectively. Each leg freely slides inside the guides.",2013,E02B  17/021; E02D  27/42; F03D  11/04; Y02E  10/72; E02D  27/425; F03D  11/00; F05B2240/95; E02D  27/52; F03D  13/22; Y02E  10/727
412910836,KR20120058429,COOLING SYSTEM FOR TOWER OF WIND TURBINE GENERATOR ON THE SEA,"PURPOSE: A tower cooling system of maritime wind power generator is installed with the second heat exchanger below seawater surface for direct heat exchange with seawater, enabling easy cooling of the tower of maritime wind power generator. CONSTITUTION: A tower cooling system of maritime wind power generator comprises the first pump (51), the second pump (110), the first heat exchanger (130), and the second heat exchanger (150). Said first pump circulates the first cooling water for cooling the tower interior. Said second pump, positioned above seawater surface, circulates the second cooling water for heat exchange with said seawater. Said first heat exchanger exchanges heat with said first cooling water and second cooling water. Said second heat exchanger is installed below the seawater surface for heat exchange of said seawater with said second cooling water.",2012,F03D  11/04; F03D  80/60; F05B2240/95; H02K   9/00; Y02E  10/72; F03D  80/00; F05B2260/20; Y02E  10/727; F03D  11/00
412910972,KR20120050972,WIND POWER GENERATOR FLOATING ON THE WATER,"PURPOSE: A floating continuous wind power generator is provided to rotate on the surface of the water in the direction of the wind in order to increase generating efficiency because a blade-mounting support shaft is fixed on a ship and a ship rotates on the surface of the water in the direction of the wind by a direction indicating unit. CONSTITUTION: A floating continuous wind power generator comprises a ship (200), a direction indicating unit (210), a support shaft (230), a blade (240), and a generator (250). The support shaft is mounted on the upper part of the ship. The blade is mounted on the support shaft and is rotated by wind force. The generator generates electricity by the rotation of the blade. A capacitor stores electricity generated by the generator. The direction indicating unit is mounted on the ship and rotates the ship in the direction of the wind. The support shaft is fixed to the ship and rotates along with the ship on the surface of the water by the direction indicating unit.",2012,F03D  13/22; B63B  35/00; Y02E  10/72; F03D   1/00; F05B2240/93; F03D  11/00; F05B2240/95; F03D   1/025; F03D  11/04; Y02E  10/727
412912320,KR20130032162,"SUBSTRUCTURE OF HYBRID OFFSHORE WIND TURBINE WITH MULTI-PILE FOR REDUCING WAVE FORCES, AND CONSTRUCTING METHOD FOR THE SAME","PURPOSE: A wave power reduction type multi-row offshore hybrid wind power plant support structure and a construction method thereof are provided to improve safety of the support structure by reducing wave power which acts on the support structure. CONSTITUTION: A wave power reduction type multi-row offshore hybrid wind power plant support structure (100) includes a concrete base (110), a concrete cone (120), a concrete-filled charge multi-row pile (130), a member connection unit (150), and a foundation pile (140). The concrete cone has a cone or a pillar shape, and forms a gravity concrete block by being combined with the concrete base. The concrete-filled multi-row pile is connected to the upper part of the concrete cone to resist a compressive force which is generated by a superstructure and a part of an overturning and bending moment. [Reference numerals] (210) Bedrock; (220) Poor ground; (230) Poor ground improvement and compensation unit",2013,E02D  27/14; H02K   7/183; E02B  17/0004; E02D   5/30; E02D2250/0046; E02B2017/0091; Y02T  70/5254; F03D  11/04; Y02E  10/72; E02D  27/52
412917173,EP20130794810,"METHOD FOR ANCHORING A FOUNDATION STRUCTURE, AND FOUNDATION STRUCTURE",NULL,2013,E02B2017/0091; E02D  27/12; E02D   5/34; E02B2017/0043; E02D  27/32; E02D  27/425; E02B  17/00; E02B  17/0008; E02D  27/42; F03D  13/22
412938091,FR20130059688,SYSTEME EOLIEN DE PRODUCTION D'ENERGIE AVEC UNE ENVELOPPE SOUPLE,"La prÈsente invention concerne un systËme pour la production d'Ènergie, comportant un dispositif concentrateur (1) d'Ènergie Èolienne en forme de convergent dont la sortie communique avec l'entrÈe d'un ÈlÈment machine comportant des moyens de captation de l'Ènergie Èolienne (2), et un extracteur d'air (3) en forme de divergent, ayant au moins une partie de ces moyens comprenant une enveloppe souple.",2013,F03D   9/32; B63B  35/44; F05B2240/931; F05B2240/14; Y02E  10/72; F03D   1/04
412957718,CN201210165806,Method for reducing noise by pile cap and isolating dam,"The invention relates to a noise reducing method, in particular to a method for reducing noise by a pile cap and an isolating dam. The method includes firstly, arranging a supporting pile at a preset position, secondly, arranging the pile cap at the top end of the supporting pile, and thirdly, piling. An acting point of force is applied to the pile cap, and noise caused by air vibration and supporting pile vibration during piling is reduced through damping of the pile cap. According to the method, the noise generated during piling of the supporting pile for ocean wind power generation equipment is reduced through the pile cap and the isolating dam, so that ocean organisms are protected, and certain benefit is realized.",2012,E02D   7/02; E02D   5/60
412957724,CN201210165832,Method for reducing underwater noise by underwater sound damper,"The invention relates to a method for reducing noise generated during underwater piling, in particular to a method for reducing underwater noise by an underwater sound damper with air holes so as to protect ocean organisms when a supporting structure for ocean wind power generation is arranged underwater. The underwater sound damper is arranged around a supporting pile, in the piling process of the supporting pile for supporting ocean wind power generation equipment, the underwater sound damper generates bubbles around the supporting pile, the bubbles rise to form a bubble curtain which surrounds the supporting pile, and noise generated during piling is blocked from transmitting under water by the aid of dispersion action caused by impedance discontinuity. According to the method, the underwater sound damper with the air holes is utilized to generate the bubble curtain so as to reduce the underwater noise, so that the ocean organisms are protected, and certain benefit is realized.",2012,E02D  13/00
412958897,CN201310342506,Offshore wind power generating set,"The invention provides an offshore wind power generating set, and belongs to the field of renewable resource generating devices. The offshore wind power generating device comprises cables, hooks, a floating carrier, a lower strut, an upper stand column, fan blades, a rotating shaft, a generator room, an internal stiffener, an external stiffener and a connecting bolt. The floating carrier is of a ship structure, the hooks are arranged around the floating carrier, the cables are fastened on the hooks, the floating carrier is fixed on a seafloor through the cables and floated on a working sea area, the lower strut is poured on the floating carrier, the upper stand column is arranged on the lower strut through the connecting bolt, the generator room is arranged on the top of the upper stand column, the rotating shaft and a generator in the generator room are connected, the rotating shaft is provided with the fan blades, and the fan blades transmit kinetic energy to the generator through the rotating shaft. Therefore, the offshore wind power generating set solves the problems that an existing offshore wind power generating device uses concrete for constructing a deep sea fixing type base, the construction difficulty is large, the construction cost is high, the base is in the long-time fatigue state so that the service life can be short, the base can not be displaced and reversed after one-time construction, and maintaining and repairing are inconvenient.",2013,F03D   1/00; B63B  38/00; Y02E  10/725; Y02B  10/70; Y02B  10/30; F03D   9/00
412958901,CN201310393625,Platform floating type wind driven generator provided with suction caissons and used for sea surface of deep sea,"The invention provides a platform floating type wind driven generator provided with suction caissons and used for the sea surface of a deep sea and belongs to the technical field of sea wind power generation. The platform floating type wind driven generator comprises a wind driven generator body, a tower, a platform mechanism with tension legs and the suction caissons, wherein the tower, the platform mechanism and the suction caisson are sequentially arranged at the bottom of the wind driven generator body. The platform mechanism comprises a deck platform, a floating body and a mooring mechanism, and the mooring mechanism comprises a suction caisson and a tying tendon for connecting the suction caisson and the floating body. The platform floating type wind driven generator overcomes the defects that an offshore wind driven generator in the prior art is high in basic installation cost, high in noise pollution, long in installation period and low in applicable water depth, and the installed single wind driven generator is low in power generation power. The platform floating type wind driven generator has the advantages that basic installation of the wind driven generator of a whole system is convenient and rapid, installation cost is low, installation noise pollution is low, the platform floating type wind driven generator cannot damage the seabed and can be installed in a deepwater area which is further from the shore, and the installed single wind driven generator is higher in power generation power.",2013,F03D   9/00; F03D  11/00; Y02E  10/72
412992066,CN201320313567U,Guyed flanged multi-pile and bucket foundation composite structure,"The utility model discloses a guyed flanged multi-pile and bucket foundation composite structure comprising a bucket foundation with the top fixedly connected with a transition section. Multiple single-pile foundations are distributed around the bucket foundation, flange plates are arranged on the outer side of a sole pile section of each single-pile foundation, a guy is connected between each single-pile foundation and the transition section, and one end of the rope is fixedly connected to the transition section through a guy fixing device while the other end of the same is fixedly connected to the upper portion of each single-pile foundation through one guy fixing device. The bucket foundation is utilized to bear vertical load, horizontal load and moment load transmitted by an upper wind turbine unit, the single-pile foundations are utilized for bearing part of the horizontal load and moment load, stress is clear, resistance to bending is improved, diameter and buried depth of the bucket foundation can be decreased, bearing capacity of the single-pile foundations is improved by the aid of the flange plates, and material cost is enabled to be further lowered; since piling quantity of single piles is small, pile diameter is small, construction is simple, construction period is short, and material and construction costs are both reduced greatly.",2013,E02D  27/44; E02D  27/52; E02D  27/42
412992068,CN201320316473U,Guyed flanged multi-auxiliary-pile single-pile wind turbine foundation,"The utility model discloses a guyed flanged multi-auxiliary-pile single-pile wind turbine foundation comprising a main pile, multiple auxiliary piles are distributed around the main pile uniformly, flange plates are arranged on the outer side of a soil pile section of each auxiliary pile symmetrically, a guy is connected between the main pile and each auxiliary pile, and one end of each guy is fixedly connected to the upper portion of each auxiliary pile through a guy fixing device while the other end of the same is fixedly connected to the upper portion of the main pile through another guy fixing device. Horizontal force and bending moment transmitted by an upper wind turbine are transmitted to the auxiliary piles through tensile force of the guys, moment load on the main pile is reduced effectively, size of the main pile is decreased, and cost is lowered; the auxiliary piles mainly bear the tensile force of the guys; since the guys can provide high bending moment resisting capacity, design sizes of the auxiliary piles are small relatively, cost is reduced, and a construction process is simpler; meanwhile, the flange plates are arranged on the auxiliary piles to improve bearing capacity of the auxiliary piles and enable material cost to be further lowered.",2013,E02D  27/12; E02D  27/52; E02D   5/28; E02D   5/22; E02D  27/42
413012113,DE20121011954,"Pump storage reservoir for use in wind power plant for storing large amounts of energy, has pump that is provided with valve and draft tube above emerging pressure tube, such that power output of floating storage unit is flooded","The reservoir has a water-filled cylindrical outer shell that comprises an inboard floating storage unit which is equipped with a lower board, and a bottom surface with an opening (5). A riser and a gate valve (7) are provided on the opening of the bottom surface. A generator is provided on a water turbine (8). A pump (13) is provided with a valve (12) and a draft tube (14) above an emerging pressure tube (11), such that the power output of the floating storage unit is flooded.",2012,E02B   9/00; Y02E  60/17; F03B  17/02; F03D   9/14; Y02E  10/20; Y02E  10/22; Y02E  10/72; F03B  13/06; F03B  17/025
413018202,US201213489086,Integrated cooling and climate control system for an offshore wind turbine,"An integrated cooling and climate control system for an offshore wind turbine featuring a reservoir having first and second chambers located in an upper region of the tower. Upper and lower cooling circuits distribute coolant fluid through heat generating structures in the nacelle to a lower portion of the wind turbine where the heated coolant fluid is thermally connected to a sea water heat sink. The cooled coolant fluid is then distributed back to the reservoir. The reservoir has a hollow center and is positioned on a platform having a hollow center. The inlet and outlet pipes of the upper cooling circuit freely hang inside the reservoir chambers so that they may be displaced as the nacelle yaws in order to maintain sufficient circulation of the coolant fluid in the upper cooling circuit. In jacket foundation configurations, the tubular support structures may serve as the lower cooling circuit pipes.",2012,F03D  80/88; F05B2260/205; Y02E  10/726; C09K   5/10; F03D  11/00; F03D  80/60; F28D  15/00; F03D  13/25
413024901,US201313901091,Method and system to prevent equipment corrosion from humid ambient air entry into an offshore wind turbine,"A method and system to prevent the equipment corrosion in an offshore wind turbine by minimizing the humid ambient air entry into the turbine. The method uses the fact that the ambient air entry into or the inside air leakage out of the turbine can be minimized by lowering the air pressure difference across the outside and inside faces of the seals. The proposed system includes a slotted, streamlined plenum over each of these interfaces that helps moderate the air pressure on the outside of the seals. On the inside, the air pressure over the seals is controlled by a variable air flow resistance system that consists of two circular, coaxial perforated plates that can rotate relative to each other.",2013,F03B  11/02; F05B2240/14; F05B2260/64; F05B2240/57; F05B2260/95; Y02E  10/726; F01D  25/00; F01D  25/007; F03D  80/00
413042559,EP20130795810,TENSION-LEG FLOATING PLATFORM THAT IS PARTICULARLY SUITABLE FOR HARNESSING WIND ENERGY,"The invention relates to a floating platform having improved operating conditions. The invention comprises a floating structure including a single central floating body (1) having a longitudinally elongate configuration, the lower portion of said central body (1) being intended to remain submerged. In addition, the invention comprises: a base (3) located in the lower portion of the central body (1) in order to support at least one wind generator (5); and at least four feet (2) located in the lower portion of the central body (1) and provided with (a) a first end, by means of which they are solidly connected to the central body (1), (b) a second end, opposite the first end, disposed at a greater distance from the central body (1), and (c) at least one portico (6) located at the second end of each foot (2), each portico (6) comprising a first longitudinal perforation (12) for anchoring the floating platform to the seabed (5).",2013,F03D  13/20; F03D  13/25; B63B  21/50; Y02E  10/727; B63B  21/502; B63B2035/446; F16G  11/00; B63B  35/44
413042563,EP20130795812,VESSEL FOR TRANSPORTING AND INSTALLING A FLOATING PLATFORM AND METHOD FOR TRANSPORTING AND INSTALLING SUCH A PLATFORM,"The invention can be used to simplify the installation of floating platforms comprising an elongate central body (1) having feet (2) extending from the lower portion thereof, said feet being intended to secure the platform to anchors disposed on the seabed (5). The vessel comprises: a) a longitudinal through-channel (4) that extends through the base of the vessel, leaving part of the bow (5) of the vessel open; and b) a plurality of recesses (6, 7) located on the base of the vessel, the shape and dimensions of the groove (4) and recesses (6, 7) being configured such that they engage with at least one of the feet (2). In this way, the feet (2) can be inserted at least partially into the recesses (6, 7) in order to attach the platform to the vessel.",2013,E02B  17/00; E02B2017/0091; F05B2240/95; B63B  35/28; B66C  23/18; E02B2017/0065; F03D  13/40; B63B   1/042; E02B2017/0039; F03D   1/00; F03D  13/20; F03D  13/25; Y02E  10/727; B63B2035/446; E02B  17/08; B63B  35/00; B63B  35/003; B63B2001/044; E02B2017/0047; B63B   1/04; B63B   1/10; B63B2021/505; E02B  17/027; F05B2240/93
413082431,JP20130114689,FLOATING POWER GENERATION SHIP,"PROBLEM TO BE SOLVED: To provide a floating power generation ship capable of increasing power generation amount by wind while saving a space.SOLUTION: A floating power generation ship includes: a hull 1; a mast portion 2 extended around an axis O extending in a vertical direction, and rotatably supported by the hull 1; a first boom portion 3 extended in a direction orthogonal to the mast portion 2, supported by the mast portion 2 so as to rotate around the axis O; a sail portion 4 which receives wind to advance the hull 1; a rotary vane 5 which is attached to the mast portion 2 and receives the wind to rotate around the axis O; a power generating portion 6 for generating power by the rotational power of the rotary vane 5; and a power storage portion 7 for storing generated electricity. The rotary vane 5 has a spiral rotary vane 53 which projects out in a direction orthogonal to the vertical direction, and is formed so as to twist around the axis O; and a rotation fixing portion 54 which is rotatably connected with the spiral rotary vane 53.",2013,F03D   3/00; F03D   9/00; Y02E  10/74; F03D  11/00; F03D   3/06
413125636,KR20037005307,WIND PARK,NULL,2003,F03D  80/50; Y02E  10/727; F03D  80/00; F05B2240/95; H02P   9/00; F03D   9/25; F03D   9/257; B61B  12/02; F03D  13/25; Y02P  70/523; B61B   7/00; F05B2230/80; F05B2240/96; Y02E  10/725
413127035,FR20130059912,PROCEDE D'INSTALLATION D'UNE FONDATION SOUS-MARINE POUR DISPOSITIF OFFSHORE ET ENSEMBLE D'INSTALLATION CORRESPONDANT,"L'invention concerne un procÈdÈ d'installation d'une fondation sous-marine (10) pour dispositif offshore, ladite fondation comprenant un socle (20), notamment de type jacket, pour le dispositif. Le procÈdÈ comprend une Ètape de mise en place du socle (20) sur le sol sous-marin (S) et une Ètape d'ancrage dÈfinitif du socle (20) au sol sous-marin (S), et est caractÈrisÈ en ce qu'il comprend en outre une Ètape de stabilisation du socle prÈalablement ‡ l'Ètape d'ancrage dÈfinitif, gr‚ce ‡ quoi le socle (20) est stabilisÈ pendant la rÈalisation de l'ancrage dÈfinitif.",2013,Y02E  10/727; E02D  27/52; F03D  13/22; E02B  17/00; F05B2240/95; E02B  17/02; E02B  17/027; E02B2017/006; E02D  27/42; E02B2017/0043; F03D  13/10; E02B2017/0091
413156346,CN201310393767,Mirage floating building,"The invention discloses a mirage floating building which comprises a spherical container, four buoys uniformly arranged around the lower part of the spherical container, a central pile arranged at the top of the spherical container and a platform horizontally arranged at the lower part of the central pile, wherein the periphery of the upper surface of the platform and the upper part of the central pile are connected through a stayed steel cable; a windmill is arranged at the top of the central pile; the central pile is of a hollow structure; the spherical container is internally communicated with the central pile and the four buoys respectively; the central line of the central pile is overlapped with the vertical central line of the spherical container; the central pile and the spherical container are provided with elevators along the vertical central line direction; the bottom of the spherical container is connected with a sinker through a cable. According to the mirage floating building disclosed by the invention, the lower half part of the spherical container and the cross-structure buoys are arranged underground, buoyancy is generated, and a living and production space is provided in the water; the upper half part of the spherical container and the platform are arranged over water, the platform receives sunshine, rain, dew and natural energy, and a planting pattern of leisure agriculture is adopted on the platform, thereby realizing yin-yang complementation to obtain stability and harmony and forming an ecological field with unity of heaven and man.",2013,B63B  35/44
413156366,CN201310390596,Novel propelling system based on magnus effect,"The invention provides a novel propelling system based on a magnus effect. The novel propelling system comprises a magnus effect rotor and a task conversion control device, wherein the magnus effect rotor comprises a main rotating shaft, a main rotating drum assembly, a plurality of groups of fan blade assemblies and a fan blade drive assembly, and the task conversion control device comprises a box body, a main linear guide rail slide-block mechanism, an auxiliary linear guide rail slide-block mechanism, a slide-block pulling rod, a main rotating shaft drive mechanism and a power generating mechanism. The magnus effect rotor can be taken as a propelling rotor when thrust needs to be produced and can be switched to a power generation rotor when the thrust does not need to be produced or the wind direction is unfavorable, so that the utilization rate of wind energy is high; the task conversion control device adopts a simple hydraulic actuating manner, fast conversion of tasks for adopting the magnus effect rotor as the propeller or as the power generation rotor can be realized only through one hydraulic cylinder and two linear guide rails, the mechanism is simple, and the propelling system can be taken as a propeller for providing the pushing force or a power generator for storing energy.",2013,F03D   9/00; Y02T  70/58; B63H   9/02; F03D   3/06; Y02E  10/74
413161914,CN201310352001,Connecting structure for jacket foundation and underwater pile foundation of offshore wind turbine and grouting method,"The invention discloses a connecting structure for a jacket foundation and an underwater pile foundation of an offshore wind turbine, which comprises column-shaped piles on the jacket foundation of the wind turbine and tubular underwater piles, the piles correspond to the underwater piles, and are inserted into the top orifices of the underwater piles and suspended in the underwater piles, an annular stopper is arranged between the inner wall of each underwater pile and the inserted head of each pile, an annular grouting cavity is defined by the annular stopper, the pile and the underwater pile, a high-position grouting tube and a low-position grouting tube are arranged in each pile, the wall of each pile is correspondingly provided with a high-position grouting orifice and a low-position grouting orifice which communicate with the grouting cavity, the high-position grouting tubes are connected with the high-position grouting orifices, and the low-position grouting tubes are connected with the low-position grouting orifices. The purpose of the invention is to provide the connecting structure for the jacket foundation and the underwater pile foundation of the offshore wind turbine and a grouting method in order to overcome the defects of conventional offshore platform grouting processes and adapt to the structural characteristics of offshore wind power foundations.",2013,E02D  27/44; E02D  27/52; E02D  15/04; E02D  15/06; E02D  27/42
413170279,CN201310342697,Smoothing method for power fluctuation of offshore renewable energy source integrated power generation system,"The invention discloses a smoothing method for power fluctuation of an offshore renewable energy source integrated power generation system, and belongs to the technical field of renewable energy power generation. On the premise of comprehensively utilizing offshore wind energy, wave energy and tidal current energy to generate power, energy storage equipment is not added, and system output power fluctuation is stabilized through a tidal current energy power generation device in the offshore renewable energy source integrated power generation system. In the computational process of introducing a power fluctuation quantity into a tidal current energy generator set output power reference value, according to the regular feature of tidal current flowing speed, when the tidal current flowing speed is higher than a starting flowing speed, a tidal current energy generator set operates in a load shedding mode under the action of a machine side controller, and fluctuating power is compensated. When the tidal current flowing speed is lower than the starting flowing speed, the tidal current generator set operates as a flywheel energy storage device, and the fluctuating power is compensated. On the one hand, the method can lower construction cost. On the other hand, the quality of electric energy output by the integrated power generation system is improved, and the operating performance of the power grid of the offshore renewable energy source integrated power generation system is improved.",2013,H02J   3/24
413228095,DE20121013363,"Energy storage system for storage of direct current in e.g. offshore wind-power plant, has compressed gas container comprising gas-tight lockable storage chambers for retaining and storage of compressed gas with different energy contents","The system (10) has a multi-chamber compressed gas container (11) for retaining a compressed gas (G). A compressor (12) loads the container with the gas, and a torque motor (13) converts a pressure of the gas into mechanical kinetic energy and is arranged downstream of a power generator (14). The generator converts the kinetic energy of the motor into electric current that is supplied to a public electricity network (N). The container comprises gas-tight lockable storage chambers (15, 15a-15d, 15.1-15.4) for retaining and storage of the gas with different energy contents (G', G'', G'''). The torque motor is designed as a hydrogen combustion drive.",2012,Y02E  70/30; Y02E  60/15; Y02E  10/72; F03G   7/00; F03D   9/17; F02C   6/16
413283048,PT20090775346T,REMOVABLE OFFSHORE WIND TURBINES WITH PRE-INSTALLED MOORING SYSTEM,NULL,2009,B63B  35/44; F03D  80/00; F05B2240/93; Y02E  10/38; F03D  13/25; F03D   1/00; F03D   9/25; B63B  21/50; B63B2035/446; F03D  11/00; F03D  80/85; F05B2240/95; F03D  13/10; F03D  13/40; Y02E  10/725; F03D  80/50; Y02E  10/727
413285773,EP20130801867,"FLOATABLE TRANSPORTATION AND INSTALLATION STRUCTURE FOR TRANSPORTATION AND INSTALLATION OF A FLOATING WIND TURBINE, A FLOATING WIND TURBINE AND METHOD FOR TRANSPORTATION AND INSTALLATION OF THE SAME",NULL,2013,E02D  27/50; Y02E  10/727; B63B  35/003; B63B  35/44; B63B2001/128; B63B2021/505; B63B2035/446; E02B  17/02; E02B2017/0091; F05B2240/95; B63B  21/50; B63B  35/00; E02B2017/0047; Y02B  10/30; B63B   1/107; F05B2240/93; E02B  17/04; F03D  13/25; E02D  27/52; F03D  13/22; Y02E  10/721; E02B2017/0039; E02B2017/0095
413297988,FR20130060489,"STRUCTURE DE TRANSPORT ET D'INSTALLATION D'AU MOINS UN ENSEMBLE STRUCTUREL DANS UNE ETENDUE D'EAU, INSTALLATION ET PROCEDE ASSOCIES","Cette structure (10) comprend une coque (30) munie de deux branches (40) latÈrales et une jambe (50) dÈplaÁable verticalement par rapport ‡ la branche (40), et un mÈcanisme de dÈplacement vertical de la jambe (50). La structure (10) comporte : - un ÈlÈment filiforme (57) de suspension de l'ÈlÈment structurel (12) ‡ une jambe (50) et - un ensemble supÈrieur (36) de rigidification, comportant au moins deux poutres opposÈes (100). Chaque poutre (100) est portÈe par une jambe (50). L'ensemble supÈrieur de rigidification (36) comporte un mÈcanisme rÈglable (102) de liaison des poutres, propre ‡ raccorder les poutres.",2013,B63B  35/00; F03D  13/40; B63B  27/04; F05B2230/6102; Y02E  10/727; B63B  35/003; Y02P  70/523
413302565,BR2007PI20026,sistema para realizar o controle autom·tico do voo de pipas,"sistema para realizar o controle autom·tico do voo de pipas a presente invenÁ„o refere-se a um sistema (10) que È descrito para realizar o controle autom·tico do voo de pelo menos uma pipa (11) controlada e acionada por cabos (13), que compreende pelo menos um primeiro motor de atuaÁ„o (12) adaptado para exercer uma aÁ„o de desenrolamento/re-enrolamento de tais cabos (13) em respectivos guinchos (14a, 14b) e pelo menos um segundo motor de atuaÁ„o (15) adaptado para realizar uma aÁ„o de controle diferencial de tais cabos (13).",2007,F03D   5/00; Y02E  10/70; B63H   8/16; B63B  35/79; B63H   9/06; B63H   9/069; F05B2270/00
413330056,CN201310363120,Hybrid wind and light power generation device used for ships and control method,"The invention relates to a hybrid wind and light power generation device used for ships and a control method. The power generation device comprises a ship body floating on water, a ship power device pushing the ship body to move forward, an alternating-current power grid supplying power to the power device, a storage battery connected with the alternating-current power grid, a wind power generator and a solar cell panel, wherein the wind power generator and the solar cell panel feed electric energy back to the alternating-current power grid. The control method comprises a gird-connected control method of the hybrid wind and light power generation device used for ships and a tracking control method used for the hybrid wind and light power generation device used for ships. According to the hybrid wind and light power generation device used for ships, energy can be saved and environmental protection can be achieved. Due to the fact that a solar yaw device is additionally arranged on a solar power generation device, the utilization efficiency of solar energy is improved. The hybrid wind and light neutral network PID grid-connected control method enhances the stability of a voltage of a hybrid wind and light grid-connected system, and operating speed of a grid-connected controller is increased through the powerful operation function of a DSP.",2013,G05D   3/12; H02S  20/32; Y02E  10/763; H02J   3/38; H02S  10/20; F03D   9/00; Y02E  10/725
413373886,EP20130197572,"Planetary gear, wind generator having a planetary gear and use of a planetary gear","A planetary gear and a wind generator, in particular an off-show wind generator, comprising this planetary gear is provided. The planetary gear comprises a drive wheel engaging a transmission stage having first planetary gears, which are coupled to a number of second planet gears being axially displaced with respect to the first planet gears. The second planet gears engage a sun wheel, which is coupled to a driven shaft. The drive wheel is a hollow wheel having an internal gear. The second planet gears are divided into a first subset and a second subset of gears. The two subsets of gears are arranged in two separate planes being spaced from each other in an axial direction. Furthermore, the second planet gears of the first subset are arranged inside an interior space of the drive wheel.",2013,F03D  13/25; F16H   1/28; F05B2240/95; F03D   9/25; F16H   1/36; F05D2260/40311; F05B2260/40311; Y02E  10/722; F03D  15/00; F03D  15/10
413385132,ES20100798831T,EmbarcaciÛn de transporte para turbinas de viento parcialmente sumergible,"Una embarcaciÛn (10) que comprende: un casco (22) que tiene un lado de babor (12); un lado de estribor (14); una popa (16) y una proa (18); teniendo elcasco un estrechamiento (22) hacia la proa; un tanque de ala de babor (30) dispuesto a babor del casco por encima de una lÌnea de flotaciÛn del casco y untanque de ala de estribor (28) dispuesto a estribor del casco por encima de la lÌnea de flotaciÛn del casco (WL)cuando el casco est· en una posiciÛn horizontal ; y una cubierta de la embarcaciÛn configurada para soportar una turbina de viento (24) dispuesta inclinada sobre lacubierta; caracterizada por que la embarcaciÛn es parcialmente sumergible y est· configurada para girar, mientras flota,alrededor de un eje lateral (L) del casco alterando una inclinaciÛn de la embarcaciÛn de tal manera que hace que lapopa (16) se sumerja completamente y se eleve la proa (18) hasta una posiciÛn del casco sustancialmente vertical,en donde el eje longitudinal del casco est· sustancialmente perpendicular a una superficie superior del agua; y endonde una lÌnea de flotaciÛn del casco cuando Èste flota en la posiciÛn del casco sustancialmente vertical est· entreel estrechamiento y la proa.",2010,B63B  75/00; Y02E  10/727; B63B2035/446; F03D  13/25; B63B  35/44; F03D  13/10; Y02E  10/721
413419786,JP20130095599,CAP FOR PREVENTING SCOUR OF FOUNDATION FOR WIND POWER GENERATOR ON SEA,"PROBLEM TO BE SOLVED: To provide a foundation slab for a wind power generator on the sea, which prevents the fall and destruction of a support structure from being caused by erosion of sea bottom foundation ground, by forming the tower supporting foundation slab in a streamlined shape.SOLUTION: A foundation slab for a wind power generator on the sea includes a body part which is formed in such a shape as to bulge to the side of a central part from an edge and which has a tower fixed to the central part, and a plurality of insertion parts which are formed in a claw shape downward from the edge and which are inserted into a sea bottom surface to fix the foundation slab to the sea bottom surface.",2013,E02D   5/80; E02D  27/52; H02K   7/183; Y02T  70/5254; E02D  27/32; Y02E  10/722; E02D  27/12; E02D2300/0034
413439470,EP20130198089,METHOD OF OPERATING AN OFFSHORE WINDPARK WITH A HIGH VOLTAGE DIRECT CURRENT TRANSFER STATION.,"The system has several high voltage direct current transmission stations (6) which are electrically connected to wind turbines (4). An overload detection unit (20) is provided for detecting an overload of the wind energy system. A control device (22) drives an overload reduction circuit (24) which is provided for the detection of the overload, such that overload reduction circuit is triggered, and received power of high voltage direct current transmission station is reduced.",2013,F05B2240/95; Y02E  10/72; F03D   9/257; F03D   7/02; F03D   7/0224; F03D   9/00; F05B2270/107
413450767,EP20130805837,"LOAD-BEARING STRUCTURE THAT FLOATS IN THE OPEN SEA AND IS CONNECTED TO ANCHORS VIA TENSION MEANS, FOR WIND POWER PLANTS, SERVICE STATIONS OR CONVERTER STATIONS",NULL,2013,B63B  35/44; B63B2001/128; B63B  21/502; Y02E  10/727; B63B2035/446; B63B   1/107; B63B2001/126
413531179,TW20121149131,Method of stabilising a wind power installation,"The invention concerns a method of stabilising a wind power installation, in particular the connection of a foundation section of the wind power installation to the foundation of the wind power installation, including the steps: performing a stabilisation measure, including pre-preparation of at leas a portion of the surface of a foundation of the wind power installation for the application of boring means, introducing a plurality of bores by means of the boring means in the pre-prepared surface to a predetermined depth, preferably to an anchor segment of the foundation section, introducing a hardenable material into the plurality of bores, hardening the introduced hardenable material in the bores, and post-preparation of the at least one portion of the surface of the installation foundation. The invention concerns in particular a method of stabilising a wind power installation including early identification of the need for stabilisation of the wind power installation by means of measurement of the pylon movement during operation of the wind power installation.",2012,F03D  13/22; E02D  37/00; E02D  27/42; F03D  11/00; E02D  27/00
413554888,US201213527690,Power generation and low frequency alternating current transmission system,"A power generation and transmission system, including: a wind turbine having an electrical generator (12) producing AC electrical power at a production frequency; a converter connected to the electrical generator (12) and configured to convert the AC electrical power to a transmission frequency below a grid frequency; an insulated transmission cable (18) connected to the converter and disposed at least partly submarine or subterranean; and a synchronous frequency converter (24) remote from the wind turbine and configured to receive the AC electrical power from the insulated transmission cable (18) and to convert it to the grid frequency for supply to a grid.",2012,Y02E  10/763; H02M   5/16; H02J   3/40
413596900,EP20130808607,FLOATING TYPE STRUCTURE,"There is provided a floating structure. The floating structure according to the present invention comprises a main body including leg wells; legs penetrating the leg wells and having cords and racks; a unit installation means positioned in the main body as surroundings of the leg wells; According to the present invention, a jacking unit is installed in the main body by the unit installation means.",2013,E02B  17/021; E02B2017/0091; B63B  35/00; F03D  13/40; B63B  27/10; F03D  13/25; B63B2035/446; E02B  17/0034; E02B  17/08; E02B  17/0818; B63B   9/06; B63B  35/003; B63B  35/44; E02B  17/02; E02B2017/006; F03D   1/00; B63B  75/00; E02B  17/00; Y02E  10/727
413646718,CN201310440019,Offshore wind turbine foundation integrating concrete caisson and jacket,"The invention discloses an offshore wind turbine foundation integrating a concrete caisson and a jacket, which is mainly applied to hard rock stratum seabed foundations with higher carrying capabilities. A concrete caisson main body in which a filling cavity with an upward opening is formed is adopted; the concrete caisson main body is provided with installation connecting holes fixedly connected with pile legs; after the concrete caisson main body is placed onto a pretreated seabed, sand and stones are filled into the filling cavity to increase the weight of the concrete caisson main body, so that an offshore wind turbine is effectively prevented from being overturned, and meanwhile, convenience is brought to transportation and hoisting of the concrete caisson main body; the offshore wind turbine foundation has the characteristics of convenience in constructing and low cost.",2013,E02D  27/42; E02B  17/027; E02B2017/0069; E02D  27/44
413646760,CN201310465331,Anti-scouring device of offshore wind power base structure,"The invention discloses an anti-scouring device of an offshore wind power base structure. The anti-scouring device comprises a conical flow guiding device. The conical flow guiding device is arranged on the periphery of a pile and located at the position of a mud line. An apron board is arranged below the conical flow guiding device. The apron board is arranged inside seabed soil. The conical flow guiding device is arranged as a conical cap. The gradient of the conical flow guiding device is 3:1. When the diameter of the pile is not larger than 2m, the height of the apron board is 2.5 times the diameter of the pile. When the diameter of the pile is larger than 2m, the height of the apron board is 1.5 times the diameter of the pile. The radius of the apron board is equal to that of a scouring pit. The height of the apron board is equal to the depth of the scouring pit. Compared with a traditional method, the anti-scouring device has the advantages that regular inspection and maintenance are not required, the cost of the added structure is smaller and can be neglected, the anti-scouring effect is good, and the structural dynamic characteristics can not be changed in the service time.",2013,E02D  31/06
413646762,CN201310420301,Reduction method for basic wave current vibration of offshore wind power single pile,"The invention relates to a reduction method for basic wave current vibration of an offshore wind power single pile. A flexible damping device is arranged outside the basic wall surface of the single pile, wave currents are smoothed and flowing states are improved by utilizing a wing-shaped wall surface with a short head and a long tail, various water power stimulations are reduced from vibration sources, and passed loads are separated and absorbed through viscoelastic damping materials, so that the purpose of reducing pile foundation vibration is achieved. According to the reduction method for the basic wave current vibration of the offshore wind power single pile, the damping device which automatically moves up and down along water level change is always in a main stimulation area of the wave currents by changing water body weights inside a balancing water tank and adjusting relative position of a device and the water surface and under combined actions of the gravity and buoyancy force, the damping device enables the head and tail to be maintained consistent with wave current directions and plays role in damping flexibly along with change of wave current directions under combined actions of head pressure and tail suction of the wing-shaped overflowing wall surface. The reduction method for the basic wave current vibration of the offshore wind power single pile has the advantages of enabling the pile foundation vibration to be reduced by more than 70 % and being simple in structure and convenient to achieve.",2013,E02D  31/08
413647976,CN201310456737,"Fluid energy collection and conversion device, energy transfer output device and generating equipment","The invention provides a fluid energy transfer output device. One end of a universal mechanism is fixed at the lower end of a first rotating shaft in a second bearing block on a circular truncated cone, and the other end of the universal mechanism is connected to the center of the upper end surface of a swing piece capable of swinging; when the swing piece swings around the universal mechanism in the circumferential direction and the vertical direction under the action of water flow or wind power, the end surface of the swing piece pushes pitches to do reciprocating-type rectilinear motion upwards, and accordingly a ratchet is driven to rotate; the ratchet drives coaxial small bevel gears to rotate; more than one small bevel gear drives a meshed big bevel gear to rotate; if being connected with a generator by virtue of a coupling, the energy transfer output device can drive the generator to generate power, and accordingly water flow or wind power energy collection is further converted to electric energy for output and use. The device can convert the fluid kinetic energy in any direction for rotating around the rotating shaft and realizing orientation rotary output. The device is convenient to manufacture, low in cost, simple in structure, high in energy conversion and is very suitable for power generation by using wind energy, ocean current, wave energy and tidal energy of seas.",2013,F03B  13/16; Y02E  10/38; Y02P  70/523; Y02E  10/70; F03B  13/26; F03D   5/06
413647988,CN201310460446,"Fluid energy collection and conversion device, energy transmission and output device and power generation equipment","The invention provides a fluid energy collection and conversion device. The upper end of a second center shaft is rotatably connected with the lower end of a first center shaft, the lower end of the second center shaft is connected with a universal mechanism, a swinging element is driven by a drive rotary mechanism to rotate, fluids act on the swinging element, and therefore the swinging element is driven to rotate and swing and made to carry out continuous cutting on a fluid force line. Swing force generated during cutting is transmitted to a plunger pump in the axial direction or in the radial direction, and then the swing element can work on more than two plunger pumps in turn. Therefore, an oil motor is driven to rotate and output power, and a coupler is connected with a power generator so as to drive the power generator to generate electricity. The device can convert fluid kinetic energy in any direction into rotary output around a rotary shaft in a fixed direction. The device is convenient to manufacture, low in manufacturing cost, simple in structure, capable of achieving high-energy conversion, and particularly suitable for power generation through tidal energy, wave energy and ocean currents in the ocean and wind energy.",2013,F03B  13/264; F03B  17/06; F03C   4/00; Y02E  10/725; F05B2260/406; Y02E  10/38; F03D   9/00; F03B  13/182; Y02P  80/158; F05B2210/16; Y02E  10/28; Y02P  70/527
413648012,CN201310206707,Method and system to prevent equipment corrosion from humid ambient air entry into an offshore wind turbine,"The invention relates to a method and system to prevent corrosion in an offshore wind turbine by minimizing the humid ambient air entry into the turbine. The system helps augmenting the sealing of the joints between the nacelle and tower, rotor and blade, and nacelle and rotor so that the humid ambient air entry into the turbine or the clean air leakage out of the turbine is minimized. While the turbine is operating, the interfaces move relative to each other, wherein the interfaces typically comprise rubber seals to prevent ambient air entry into or the inside air leakage out of the turbine. The seal is exposed to the air in the nacelle and the rotor in the interior and to the ambient air in the exterior. A number of factors such as the dynamic loads on the sealing surfaces and gaps between the seals and the sealing surfaces result in either the ambient air entering the wind turbine or the air inside the wind turbine leaking out. This Any humid ambient air into the wind turbine increases the chances of equipment corrosion. The proposed method uses the fact that the ambient air entry into or the inside air leakage out of the turbine can be minimized by lowering the air pressure difference across the outside and inside faces of the seals. The proposed system includes a slotted, streamlined plenum over each of these joints that helps moderate the air pressure on the outside of the seals. On the inside, the air pressure over the seals is controlled by a variable air flow resistance system that consists of two circular, coaxial perforated plates that can rotate relative to each other.",2013,F03D  11/00; F05B2240/57; F05B2240/14; F05B2260/95; F01D  25/007; F03D  80/00; F05B2260/64; Y02E  10/726
413683162,CN201320043444U,Vertical uplift bearing capacity test-pile device using pile casing type bored concrete pile for fan foundation,"The utility model relates to a vertical uplift bearing capacity test-pile device using pile casing type bored concrete pile for a fan foundation. The test-pile device is characterized in that: one pile casing type bored concrete pile is arranged in the center of an inner circle with a first radius so as to be used as a test pile for the vertical uplift bearing capacity of the foundation; two bored concrete piles are arranged in the first radius so as to be used as anchor piles for the vertical uplift bearing capacity; a lever is formed by the two anchor piles and the test pile; the middle of the lever is connected with the test pile for the uplift bearing capacity; two ends of the lever are connected with the two anchor piles through a jack; power is supplied to the jack by an electric high-pressure oil pump; a load is uploaded by the jack to the test pile arranged in a center point so as to perform the vertical uplift bearing capacity test; load value and displacement value of the test pile are obtained by a pressure transducer and a displacement sensor; and structure of the wind farm fan foundation is determined in such a way that load value and displacement value of the test pipe are recorded and displayed by a computer. The structure is good in construction technology of the test pipe for uplift bearing capacity, high in safety of soft foundation and reasonable in cost and is suitable in the coastal sea beaches and quick-sand zones.",2013,E02D  33/00
413683164,CN201320043511U,Single-pile vertical compression bearing capacity static-load testing device for wind farm fan foundation,The utility model relates to a single-pile vertical compression bearing capacity static-load testing device for a wind farm fan foundation. The single-pile vertical compression bearing capacity static-load testing device is characterized in that: one pile casing type bored concrete pile is arranged in the center of an inner circle with a first radius so as to be used as a test pile for the vertical compression bearing capacity of the foundation; four bored concrete piles are arranged in the first radius so as to be used as anchor piles for the vertical compression bearing capacity; the four anchor piles form an I-shaped beam; the middle part of the I-shaped beam is connected with the test pile for the vertical compression bearing capacity through a jack; opposite force is provided by the four anchor piles and the I-shaped beam; and power is supplied to the jack by an electric high-pressure oil pump; and a load is uploaded by the jack to the test pile arranged in a center point so as to perform the single-pile vertical compression resistant static test. The single-pile vertical compression bearing capacity static-load testing device for wind farm fan foundation is high in safety and reasonable in cost and is suitable in the coastal sea beaches and quick-sand zones.,2013,E02D  33/00
413683166,CN201320043578U,Single-pile horizontal bearing capacity static-load testing device for wind farm fan foundation,"The utility model relates to a single-pile horizontal bearing capacity static-load testing device for wind farm fan foundation. The static-load testing device is characterized in that: one pile casing type bored concrete pile is arranged in the center of an inner circle with a first radius so as to be used as a test pile for the horizontal bearing capacity of the foundation; one bored concrete pile is arranged in the first radius so as to be used as an anchor pile for the horizontal bearing capacity; horizontal steel part bases are respectively arranged at the anchor pile and the test pile; a jack is horizontally connected between the horizontal steel part bases disposed at the anchor pile and the test pile; power is supplied to the jack by an electric high-pressure oil pump; and a load is uploaded by the jack to the anchor pile and the test pile so as to perform the horizontal bearing capacity static-load test; load value and displacement valve of the test pile are obtained by a pressure transducer and a displacement sensor, the jack between the anchor pile and the test pile is horizontally disposed; a levelness detection sensor is arranged on a jack connecting piece and displacement of the test pile or the anchor pile is detected through a levelness detection sensor. The single-pile horizontal bearing capacity static-load testing device for wind farm fan foundation is high in safety and reasonable in cost.",2013,E02D  33/00
413684228,CN201320360146U,Device for enabling steel tower and concrete tower to be connected and tower,"The utility model discloses a device for enabling a steel tower and a concrete tower to be connected and a tower, and relates to the technical field of wind power generation. The device for enabling the steel tower and the concrete tower to be connected aims to solve the problem that cracks are generated on the concrete tower easily. The device comprises a first connecting plate and a second connecting plate, wherein the first connecting plate and the second connecting plate are arranged oppositely, and connecting units enabling the first connecting plate and the second connecting plate to be connected are arranged between the first connecting plate and the second connecting plate. First through holes are formed in the first connecting plate, connecting pieces used for enabling a bottom flange of the steel tower and a top flange of the concrete tower to be connected are arranged in the first through holes in a penetrating mode, and second through holes used for enabling anchoring heads to be arranged in a penetrating mode are formed in the second connecting plate. The radial size of the connecting pieces is smaller than the radial size of anchoring plates in the anchoring heads. The device for enabling the steel tower and the concrete tower to be connected is suitable for being used in towers of wind power generation sets.",2013,E04H  12/08; E04H  12/12
413726873,CN201310411585,Wind and hydraulic power generation devices with fluid receiving functions,"The invention discloses wind and hydraulic power generation devices with fluid receiving functions. An impeller shaft is arranged in the middle of a rack, a central frame is arranged on the impeller shaft, four groups of blade shafts are arranged on the central frame, a circular outer frame is arranged on the peripheries of the blade supports, multiple rows of blade shafts are arranged in each blade support from top to bottom, and a movable blade is mounted on each blade shaft. During working, wind power from the front is blown backwards to unfold the blades, the blades unfold backwards to enable the upper ends and the lower ends thereof to cling to elastic baffles, and the blades form a sail to receive front wind power so as to push the impeller shaft to drive a generator to generate power and work. The hydraulic power generation device is arranged in estuaries of oceans or rivers and on various water surfaces small in height of water, and is identical to the wind power generation device in internal structure; in order to prevent erosion of seawater, a rotor shaft of the generator is mounted at the upper end of the impeller shaft, and a body of the generator is fixed on the rack through bolts.",2013,F03B  13/00; F03D   9/00; Y02E  10/725; F03D   9/25
413740347,CN201280014983,Wind power plant,"The invention relates to the field of small-scale power generation and can be used to produce wind farms. The wind power plant comprises blades mounted on an annular pontoon. The pontoon is rotatable about a vertical axis. An energy converter, capable of converting rotational energy, is situated on a platform that is encircled by the annular pontoon. A kinematic mechanism is designed so as to be capable of transmitting the rotational energy of the annular pontoon to the receiving unit of the energy converter. The floating platform is equipped with positioning means that include at least six anchors located on the bottom of a body of water. The anchors are connected to the platform by flexible members and are offset in a direction opposite to the direction of rotation of the annular pontoon relative to the point at which the flexible member is attached to the platform. The technical result is an increase in the number of places where the wind power plants can be installed and an increase in electric power generation.",2012,F03D   3/06; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   3/005; B63B  21/50; B63B  35/44; B63B2241/08; F05B2240/93; B63B2035/446; F03D   3/067
413786663,JP20130528658,NULL,NULL,2011,F03D   3/005; B63H   9/02; Y10T  29/49316; F03D   7/0296; F03D   3/067; F03D  13/35; Y02T  70/58
413791239,KR20120043215,Wind turbine installation vessel,"The present invention relates to an offshore wind turbine installation ship and, more in detail, to an offshore wind turbine installation ship towed by a tow ship without a power and capable of approaching a ground plate on the sea. For this purpose, the offshore wind turbine installation ship comprises: a hull forming accommodation recesses toward a middle part from the stem and the bow respectively; a plurality of rigs disposed at each corner of the hull and lifted from or dropped to the sea floor; a plurality of cranes installed at each corner of the hull; a flexible linker installed at the stem or the bow and connected to the ground plate installed on the sea; and a shock absorbing member, installed at lower ends of the rigs and closely in contact with the sea floor when the rigs are dropped to the sea floor, for absorbing the shock to the rigs.",2012,F05B2230/50; Y02P  70/523; F05B2240/95; B63B  35/00; B63B  73/00; F03D  11/00; E02B  17/04; F05B2230/60; Y02E  10/727; B63B   9/06
413793613,KR20120044433,Wind-Propelled Wind,A wind-propelled ship is disclosed. The wind-propelled ship according to an embodiment of the present invention comprises: a hull; and one or more sails which contain sail members having open through holes. The present invention improves the propulsion efficiency of the ship by the sail members having the through holes and improves durability by not requiring additional parts.,2012,B63H   9/067; B63H   9/04; B63H   9/06; Y02E  10/70
413795280,KR20120045275,The transfer method of the offshore wind turbine by the ?marine transportation system?,"The present invention relates to a method for rapidly and effectively transferring an offshore wind turbine to a desired point on the sea using a barge. The offshore wind turbine is formed by installing a wind turbine on the sea to recycle wind passing through the sea. The transfer method uses the barge, the offshore wind turbine, a reinforced concrete structure for buoyancy, a ballast tank, a tugboat, and a towing chain.",2012,F05B2240/95; B63B   9/06; F05B2230/60; Y02E  10/727; B63B  35/00; B63B  35/003; E02B2017/0047; F03D  11/00; F05B2230/50
413797240,KR20120046143,A cap for protecting foundation scouring for offshore wind turbine,The foundation slab for offshore wind turbines according to the present invention comprises a convex body part to fix a tower to the center; and a cylindrical insertion part inserted into the seabed to fix the foundation slab to the seabed.,2012,H02K   7/183; E02D   5/80; Y02E  10/722; Y02T  70/5254; E02D  27/52; E02D2300/0034
413797254,KR20120046157,single complex hybrid foundation type offshore wind tower,A single complex hybrid foundation type offshore wind tower according to the present invention comprises a slab installed on the seabed; a tower fixed to the slab; and one or more piles fixed to the slab and inserted into the seabed to fix the slab to the seabed.,2012,E02D  27/425; Y02E  10/72; E02D  27/52; E02D   5/74; E02D2250/0053; E02D2600/30
413797260,KR20120046162,installation method of slab foundation for offshore wind power generator using position senser,"A foundation slab installation method for an offshore wind power generator using a position sensor according to the present invention comprises a slab insertion step to insert a slab with a first position sensor inside a hole into the seabed; a pile injection step to receive position information from the first position sensor, confirm the position of the slab, and inject a pile installed with a second position sensor on the outer circumference into the seabed; a pile moving step to receive position information from the second position sensor, compare the position information of the second position sensor with the position information of the first position sensor, and move the pile to the slab; a pile insertion step to insert the pile into the seabed through the hole; and a grouting step to grout the hole with a grouting material or cement.",2012,E02D  13/04; E02D2600/10; E02D   5/62; E02D  29/06; E02D  27/52; E02B2017/0091; E02D  27/525
413799136,KR20120047542,Method for controlling wind turbine,A method for controlling a wind turbine is provided. The method for controlling a wind turbine according to one embodiment of the present invention controls a pair of wind turbines adjacent and parallel to each other in the direction of wind to maintain the phase difference between blades at predetermined angles in the rotation of the blades of the wind turbines.,2012,F03D   7/00; F03D  11/00; F03D   7/048; F05B2240/93; F05B2240/95; Y02E  10/723; F03D   7/02
413807702,KR20120052158,A truncated spar type floating wind turbine platform,A floating wind turbine platform according to the present invention comprises: an upper structure; a connection part connected to the bottom end of the upper structure; and a lower structure connected to the bottom end of the connection part. The floating wind turbine platform enables the operation thereof even in shallow water as well as in the deep sea. [Reference numerals] (AA) Water line,2012,F03D  11/04; E02D  27/52; F05B2240/90; F03D  13/25; Y02E  10/70
413808292,KR20120052334,Wind Turbine Installation Vessel,"A vessel for installing a wind generator is disclosed. The vessel for installing a wind generator according to the present invention includes a bilateral hull including a pair of unit hulls, which is mutually separated; a gantry crane which moves the wind generator loaded on the bilateral hull to a space between the unit hulls and unloads the wind generator; and a vertical movement preventing unit which is installed on the gantry crane and prevents the vertical movement of the gantry crane according to a condition of the sea.",2012,F05B2240/95; B63B  27/12; B63B  35/00; F03D  11/00; Y02E  10/727; B63B   9/06; B63B  73/00; F05B2230/50
413808953,KR20120053005,Maintenance system for offshore wind generator and maintenance method for offshore wind generator,A system and a method for the maintenance of a wind power generator are disclosed. The system for the maintenance of the wind power generator according to one embodiment of the present invention is a system for the maintenance of the wind power generator of which a tower is supported by a platform arranged on the upper side of the surface of the sea. The system includes a first transfer device which slides and transfers an object installed on the inner bottom portion of the tower from a first position where the object is installed to a second position on the platform of the outer side of the tower; a lifting device which transfers the object from the second position to an arbitrary third position on the lower side of the platform; and a second transfer device which slides and transfers the object from the third position to a fourth position on a deck of a vessel adjacent to the wind power generator.,2012,F03D  13/25; F03D  11/04; F03D  13/40; Y02E  10/70; B63B  27/22; F03D  80/50; E02D  27/52; F05B2230/80
413808957,KR20120053014,Maintenance system for offshore wind generator and maintenance method for offshore wind generator,A maintenance system of a marine aerogenerator and a method thereof are disclosed. The maintenance system of the marine aerogenerator according to an embodiment of the present invention is the maintenance system of the marine aerogenerator in which a tower is supported on a platform located on the upper side of a sea level. The maintenance system of the marine aerogenerator includes a lifting device moving a transfer target object installed on the bottom of the inside of the tower from a first location where the transfer target object to a predetermined second location under the platform and a transfer device moving the transfer target object from the second location to a third location located on a deck of a vessel coming close to the aerogenerator with sliding.,2012,F03D  13/40; Y02E  10/70; B63B  27/22; E02D  27/52; F05B2230/80; F03D  13/25; F03D  80/50; F03D  11/04
413809063,KR20120053148,SUCTION PILE SUBSTRUCTURE,A suction pile substructure which includes a tower on which marine facilities are mounted; a suction pile which is installed on the lower side of the tower to support the tower and which penetrates into the seabed; and a floating body which is installed on the suction pile and which makes the suction pile float. The suction pile substructure enables a transfer of the suction pile on the sea by using a tugboat without a large barge by applying a self floating function by installing the floating body on the top of the suction pile.,2012,F03D  13/20; E02D  27/52; F03D  11/04; Y02E  10/72; E02D  27/42; F05B2240/90
413812566,KR20120118378,"FLOATING WIND POWER GENERATION WITH PASSIVE HEAVING AND ROLLING/PITCHING DAMPER, PASSIVE HEAVING AND ROLLING/PITCHING DAMPER FOR FLOATING WIND POWER GENERATION","The present invention relates to a floating wind power generator having a passive heaving and rolling/pitching damper and the passive heaving and rolling/pitching damper for the floating wind power generator, and, more specifically, allows the floating wind power generator installed on the sea to stably float. Especially, the present invention generates a damping force against the heaving motion and rolling/pitching motion of the floating wind power generator using air pressure inside an air chamber for damping, thereby simplifying the structure of the floating wind power generator and sufficiently securing the stability of a generation facility. The present invention also easily installs the passive heaving and rolling/pitching damper at not only a newly installed generation facility, but also an existing generation facility, and manufactures the passive heaving and rolling/pitching damper with various shapes according to the floating structure of the floating wind power generator, thereby extremely minimizing restriction on installing the floating wind power generator. Therefore, the present invention improves stability, reliability, and competitiveness for a structure in a pollution-free generation field, especially a wind power generation field on the sea.",2012,F05B2240/93; E02D  27/52; E04H  12/00; F05B2260/966; F03D   7/0296; F05B2240/95; F03D  11/04; Y02E  10/727; B63B  22/18; F03D  13/22; Y02P  70/523; F03D  11/00
413816129,KR20130017091,GENERATOR OF USING WIND POWER AND WAVE POWER,"A generator using wave power and wind power of the present invention has eco-friendly structure comprising: a lower supporting structure (20) moving up and down from the sea bottom to the surface of the sea by being fixed to a coast sea bottom ground by a number of mono pile anchors (10); an upper supporting structure (40) floated on the surface of the sea by buoyance as being connected to the top of the lower supporting structure through a number of supporting bolts (30); a wave power generation unit (50) generating electric energy by rotary force repetitively obtained by descending to the sea bottom directionally by wave power and gravity by being installed in the lower supporting structure and then ascending to the surface of the sea by buoyance after direction change; a wind power generation unit (60) generating electric energy by wind by being installed on the upper surface of the upper supporting structure in the form of tower; and a capacitor (70) storing the electric energy generated in the wave power generation unit and the wind power generation unit as being installed on the upper surface of the upper supporting structure. The generator can generate the electric energy stably and continuously, and also can be transported and installed in the coast sea bottom by means of small scale, and can minimize maintenance and management costs.",2013,F03D   9/11; Y02E  10/38; F05B2230/80; F05B2260/42; F03B  13/00; F03B  17/00; F03B  17/025; F03B  13/18; F03D   9/00; F05B2260/40; F03D   9/008; Y02E  10/20; Y02E  10/72
413852061,CN201320075179U,Transporting fixing device for transporting rotor blade or a plurality of rotor blades,"The utility model discloses a transporting fixing device for transporting a rotor blade or a plurality of rotor blades. The transporting fixing device is configured for stacking thereon of an adjacent transporting fixing device. The transporting fixing device includes a first frame comprising a first support member and a first nesting feature. The first frame is further configured for stacking thereon of the adjacent transporting fixing device. The transporting fixing device further includes a second frame comprising a second support member, a second nesting feature, and a mounting feature. The second nesting feature mates with the first nesting feature to removably nest the second frame to the first frame, and the second frame is at least partially removably nested within the first frame. The mounting feature is configured for mounting of the rotor blade thereon.",2013,F03D   1/06; F03D  13/40; F05B2260/02; Y02E  10/721; F03D   1/00; Y02E  10/727; F05B2240/95
413885772,DK20070021775T,VibrationsdÊmpning til et vindenergianlÊg,NULL,2007,E02B2017/0091; F05B2240/95; F05B2270/304; F03D   7/0296; F05B2260/96; Y02E  10/727; F03D   7/02; F03D  13/25; F03D   7/0256; F05B2270/334; F03D   7/0224; F03D   7/00; F03D   7/0276; F03D  11/04; Y02E  10/723
413899001,US201314011893,Apparatus for generating electricity from wind power,"An apparatus for generating electricity from wind power includes a turbine having an impeller rotatable about a substantially vertical axis and having a plurality of blades, a wind redirecting element which redirects the wind around the blades, a generator connected with the turbine and generating electricity in response to rotation of the impeller about the substantially vertical axis under an action of wind, a wind directing element which directs the wind into an interior of the apparatus, and a wind guiding device located under the turbine and guiding the wind substantially upwardly toward the turbine.",2013,H02P   9/04; F03D   9/25; F05B2240/121; F03D   3/00; F05B2240/131; F03D   1/04; F05B2240/40; Y02B  10/30; F03D   9/00; F03D   9/30; F03D  13/25; Y02E  10/72; F03D   1/00; F03D   3/007
413981828,DK2013PA70022,Partial pitch wind turbine with floating foundation,"The present invention relates a wind turbine comprising a wind turbine tower with a nacelle provided on the top to which a rotor hub with one or more wind turbine blades is rotatably mounted so that they form a rotor plane. A floating foundation having a upper section is mounted to the bottom of the wind turbine tower, wherein the foundation has a buoyant body configured to be installed at an offshore position having a water depth of about 40m or more. The wind turbine blade comprises an inner blade section coupled to an outer blade section by a pitch junction in which a pitch mechanism is coupled to a pitch control system configured to reduce a tilting movement experienced by at least the wind turbine due to at least one force acting on at least part of the structure by regulating the pitch of the outer blade section relative to the inner blade section at wind speeds above a first wind speed. This allows the pitching to be used to counteract the tilting of the wind turbine caused by the different thrusts acting on the structure. This allows for a more linear control of the bending moment induced in the structure, since the blade sections provides a more constant thrust acting on the rotor hub which in turn allows the large negative damping loads and stresses introduced in the wind turbine to be eliminated.",2013,Y02E  10/723; F03D   7/04; F03D  13/22; F05B2240/93; F03D   7/0228; F03D   7/0224; Y02E  10/727; F03D   7/02; B63B2035/442; F03D  13/25; B63B  35/44; Y02E  10/721
414039758,CN201280022023,Spar type floating structure,"A spar type floating structure has an elongated floating section (2) and a ballast section (3) which is disposed at the floating section (2), and the spar type floating structure is configured so that the floating section (2) is caused to float while being held in an upright position by the weight of the ballast section (3). The floating section (2) has: a first expanded section (21) disposed at the lower part of the floating section (2) and expanded in the horizontal direction; a second expanded section (22) provided at the intermediate section of the floating section (2) and expanded in the horizontal direction; and a column section (23) for connecting the first expanded section (21) and the second expanded section (22) and extended to the water line. The first expanded section (21) forms the ballast section (3), and the second expanded section (22) forms a floating body which applies a buoyant force to the floating section (2).",2012,B63B   1/048; B63B  21/10; B63B2001/044; Y02E  10/727; B63B  35/00; B63B2035/442; B63B  39/06; B63B2039/067; B63B  35/44; B63B  43/04; F03D  13/25; F05B2240/93
414052163,CN201220751756U,Anchoring system for place comprising plurality of floating wind power units,"The utility model relates to an anchoring system for a place comprising a plurality of floating wind power units (2). The anchoring system comprises a plurality of anchoring components (1) attached into a submarine sediment, and a plurality of attaching components, wherein each wind power unit (2) is anchored with at least three attaching components between attaching component and the wind power unit (2); and each anchoring component (1) is one of a force suction pile and a driven pile.",2012,B63B  21/50
414057602,CN201320521571U,X-shaped marine wind turbine wind wheel,"The utility model discloses an X-shaped marine wind turbine wind wheel which is stable in structure and light in blade weight, is in a floating type, is simple and convenient in ashore installation and maintenance, can endure impact of sea waves and does not abandon wind. The X-shaped marine wind turbine wind wheel comprises X-shaped support towers, stay ropes, an upper support tower connecting beam, a lower support tower connecting beam, vertical blades, a center shaft, a lower cross beam and a rotary table bearing; the center parts of the plurality groups of the X-shaped support towers are fixedly connected with the center shaft; the top ends of every two support towers are fixedly connected with each other by a tower connecting beam in a tensioning way; the upper parts and the lower parts as well as the front parts and the back parts of the support towers are connected by the stay ropes and the vertical blades in a tensioning way; the corresponding middle parts of the upper support tower connecting beam and the lower support tower connecting beam are connected with each other by the vertical blade in a tensioning way; the center shaft is connected with an electric generator arranged in a floating body by the rotary table bearing at the bottom of the cross beam.",2013,F03D   3/06; Y02E  10/74
414075931,DE201210213213,Schwimmplattform f¸r Windkraftturbinen,"Schwimmplattform (1) f¸r Vertikalachsenwindturbinen (6), umfassend: mindestens zwei l‰ngliche Schwimmkˆrper (2), deren L‰ngsachse senkrecht zur Wasseroberfl‰che ist; mindestens zwei Vertikalachsenwindturbinen (6), die jeweils an der Oberseite der mindestens zwei Schwimmkˆrper (2) angeordnet sind, wobei eine Rotationsrichtung (9) mindestens einer der Vertikalachsenwindturbinen (6) gegens‰tzlich zu einer Rotationsrichtung (9) einer jeweils anderen Vertikalachsenwindturbinen (6) auf einem anderen Schwimmkˆrper (2) der Schwimmplattform (1) ist; mindestens ein erstes Verbindungselement (3); und mindestens ein zweites Verbindungselement (4), das eine mittig angeordnete Verankerung (5) umfasst; wobei die mindestens zwei Schwimmkˆrper (2) jeweils ¸ber ein erstes Verbindungselement (3) schwenkbar miteinander verbunden sind, die mindestens zwei Schwimmkˆrper (2) jeweils ¸ber ein zweites Verbindungselement (4) schwenkbar miteinander verbunden sind, und wobei das erste und das zweite Verbindungselement (3, 4) parallel zueinander sind, so dass ein paralleles Schwingen der Schwimmkˆrper zueinander in der Ebene mˆglich ist, die durch die senkrechten Schwimmkˆrperachsen der jeweils zwei verbundenen Schwimmkˆrper definiert ist.",2012,B63B  35/44; F05B2240/93; F03B  13/20; F03D   3/02; Y02E  10/38; Y02E  10/727; B63B  21/50; B63B2035/446; F05B2240/95; Y02E  10/74; F03D  13/25
414080656,ES20100382317T,MÈtodo para reducir oscilaciones en aerogeneradores marinos,"MÈtodo para operar un aerogenerador marino (10; 11) y reducir oscilaciones, elaerogenerador (10; 11) comprendiendo una pluralidad de palas (13), y un sistema de paso paragirar las palas y uno o m·s propulsores submarinos (40), el mÈtodo comprendiendo por encimade una velocidad nominal, girar las palas para mantener el par aerodin·mico del rotor constante,y medir una oscilaciÛn del aerogenerador marino y operar los uno o m·s propulsores de maneratal que la oscilaciÛn sea reducida, en el cual el mÈtodo de control de paso de las palas delaerogenerador en el aerogenerador no es afectado para amortiguar las oscilaciones.",2010,B63B  22/04; F05B2240/93; B63B  21/50; B63B2035/446; F03D  11/00; F05B2260/74; B63H  25/42; F03D   7/02; F05B2260/96; F05B2270/807; B63B  39/08; Y02E  10/727; B63B  35/44; B63B  39/00; F03D  80/00; F03D   7/042; F03D  13/25; F03D   7/0296; F03D  11/04; F05B2240/95; Y02E  10/723
414081351,PT20100012695T,SHIP AND METHOD FOR TRANSPORTING AND SETTING UP OFFSHORE STRUCTURES,NULL,2010,F03D  13/25; E02B  17/027; E02B2017/0039; F05B2240/95; E02B  17/021; F05B2240/931; F03D   1/00; F03D  13/22; Y02E  10/727; E02B2017/0091; F05B2240/93; F05B2240/96; B63B  35/003; E02B2017/0047; F03D  13/40; B63B  27/12; B63B  35/00
414082556,US201214007880,Wind power plant,The wind power plant includes blades mounted on an annular pontoon. The pontoon is rotatable about a vertical axis. An energy converter is situated on a platform that is encircled by the annular pontoon. A kinematic mechanism is designed so as to be capable of transmitting the rotational energy of the annular pontoon to the receiving unit of the energy converter. The floating platform is equipped with positioning means that include at least six anchors located on the bottom of a body of water. The anchors are connected to the platform by flexible members and are offset in a direction opposite to the direction of rotation of the annular pontoon relative to the point at which the flexible member is attached to the platform. The technical result is an increase in the number of places where the wind power plants can be installed and an increase in electric power generation.,2012,B63B  35/44; F03D  13/25; F05B2240/93; B63B2035/446; F03D   3/067; B63B  21/50; F03D   3/00; F03D   3/06; B63B2241/08; F03D   3/005; Y02E  10/727; Y02E  10/74
414088596,US201313938095,Wind turbine stabilization,"System for stabilizing an offshore horizontal axis wind turbine having a tower, the system comprising sensors for generating signals representing detected movements of the tower, and gyroscopes. Each gyroscope has a spinning axis, an input axis and an output axis, and a flywheel rotatable about the spinning axis. The system further comprises an actuator for each gyroscope, said actuator being arranged with its related gyroscope in such a way that this actuator can apply a torque about the input axis of the gyroscope. The system also comprises a control unit for receiving the signals representing detected movements of the tower, and for providing the actuator with suitable control signals for said actuator to apply a torque about the related gyroscope input axis, said torque about the input axis producing a torque about the output axis of the same gyroscope that at least partly dampens the detected movements of the tower.",2013,F03D   9/12; F05B2260/964; F03D   7/02; F03D  13/20; F03D  13/25; F03D  80/80; Y02E  10/723; Y10T  74/1229; F05B2240/93; Y02E  10/727; B63B  21/50; B63B  39/04; B63B2035/446; F03D   7/06; F05B2270/334; B63B  35/44; B63B2021/505; F03D   7/0296; F03D  13/22; B63B  21/502; Y02E  60/16; F03D  80/88; F05B2240/95; G01C  19/02
414118421,ES20070021775T,Amortiguador de oscilaciones de una instalaciÛn de energÌa eÛlica,"Procedimiento para el funcionamiento de una instalaciÛn de energÌa eÛlica (1) fundada en un fondoacu·tico (14), en el que la instalaciÛn de energÌa eÛlica (1) comprende una estructura de soporte (2, 13) y un rotor(4, 5) dispuesto en la estructura de soporte (2, 13), y en el que el rotor (4, 5) presenta una pala de rotor (5), y parareducir las oscilaciones de la estructura de soporte (2, 13) causadas por acciones mec·nicas sobre la estructura desoporte (2, 13), la instalaciÛn de energÌa eÛlica (1) se hace funcionar en rÈgimen de barrena, siendo inducidas lasacciones mec·nicas sobre la estructura de soporte (2, 13) por olas de agua (11).",2007,F03D   7/00; E02B2017/0091; F03D   7/0296; F05B2240/95; F03D   7/0276; F03D  11/04; F03D  13/25; F05B2260/96; F05B2270/334; Y02E  10/723; F03D   7/0256; F05B2270/304; F03D   7/02; F03D   7/0224; Y02E  10/727
414138267,GB20130020795,Determination of turbulence in a fluid,"A method for approximating or modelling turbulence in a fluid flow e.g. for a marine or wind turbine comprises: determining at least one profile of the flow; selecting at least one eddy type representative of the turbulence, wherein each eddy type comprises at least one eddy size parameter and an eddy strength parameter; determining a velocity signature and/or a turbulent intensity signature, for each selected eddy type; and using the signature(s) to perform a deconvolution of the profile, in order to determine, for each selected eddy type, a probability density function as a function of the size and/or strength parameters. This method may be used in a unit for controlling or designing turbines such as marine turbines. The use of simplified eddy profiles improves computational efficiency.",2013,F03B  13/26; F03D   7/04; Y02E  10/28; F03D   7/045; F05B2260/84; G01P   5/001; Y02E  10/723
414190410,CN201310492018,Bottom end fixing device of wind turbine generator jacket,"The invention relates to a bottom end fixing device of a wind turbine generator jacket. The bottom end fixing device is characterized by comprising a positioning base (1) fixed to a barge deck and a positioning plug (2) fixed to the bottom end of the wind turbine generator jacket, wherein the positioning base (1) is provided with an installation hole (121), positioning grooves (122) communicated with the installation hole (121) are formed in the periphery of the installation hole (121), the positioning plug (2) comprises a connecting plate (21) arranged on the upper portion of the positioning plug (2) and guide plates (22) fixed to the bottom surface of the connecting plate (21), inserted into the installation hole (121) and the positioning groove (122) and used for guiding and positioning, and the guide plates (22) are big-end-up. The fixing device enables the wind turbine generator jacket to be stable in the transportation process of a barge, and meanwhile the problem that the intensity of pressure of the bottom end of the wind turbine generator jacket on the barge desk is overhigh is resolved.",2013,B63B  25/28
414190426,CN201310456045,Movable semi-submersible multifunctional marine energy supplying platform,"The invention provides a movable semi-submersible multifunctional marine energy supplying platform. The movable semi-submersible multifunctional marine energy supplying platform comprises a semi-submersible ship body with the middle portion provided with a main buoyancy cabin, a tidal current energy generating set is installed on the lower section of the main buoyancy cabin, the back portion of a deck of the semi-submersible ship body is provided with hinges which are connected with an energy absorbing floating body arranged above the main buoyancy cabin through supporting arms, the deck of the semi-submersible ship body is provided with a plurality of stand columns each of which is divided into three sections from bottom to top, the lower section of each stand column is provided with a tidal current energy generating set, the middle section of each stand column is provided with a buoyancy adjusting cabin, the upper section of each stand column is provided with an equipment cabin, and each equipment cabin is internally provided with an energy converting device, an energy storing storage battery set and the like. The top portions of all stand columns are connected with an abovewater platform which is provided with a plurality of wind energy generating sets, solar power generation panels and sea water desalting plants, and the output ends of all energy converting devices are connected with the storage battery sets. A wave energy converting element is hinged between the floating body and the semi-submersible ship body deck, and a water blocking plate is installed on the back portion of the semi-submersible ship body. The movable semi-submersible multifunctional marine energy supplying platform is low in cost, convenient to move and high in practicality.",2013,Y02A  40/826; F03D   9/00; B63B  35/44; Y02P  60/64; A01K  61/60
414198917,CN201310532270,Wind wave joint action offshore wind power generation set vibration performance test system,"The invention relates to a wind wave joint action offshore wind power generation set vibration performance test system which is characterized by comprising a wave water source supply control system, a wave vortex forming control system, a wave motion forming control system, a sea wind simulation control system, a test model system, a test space system and a test testing system. The wave water source supply control system, the wave motion forming control system and the sea wind simulation control system which are connected with an inner casing are arranged between the inner casing and an outer casing of the test space system. The wave vortex forming control system, the test model system and the test testing system are arranged in the inner casing. A motor control technology can be utilized to achieve rotating wave simulation. Electric hydraulic control is utilized to achieve all-dimensional wave motion to form force simulation and advancing direction controllability. An electric control technology is utilized to achieve sea wind speed and direction simulation. Water supply automatic control is achieved. The test system is reasonable in structure, reliable in performance and high in working efficiency.",2013,F03D  11/00; F03D  17/00
414198919,CN201310554062,Vane lightning protection device of offshore wind generating set,"The invention discloses a vane lightning protection device of an offshore wind generating set. The vane lightning protection device comprises a lightning protection ring fixed on a vane. A lightning protection device fixing support is arranged on a hub of the wind generating set. An elastic piece is arranged at the other end of the fixing support. A lightning protection carbon brush which is in contact with the lightning protection ring is arranged at the other end of the elastic piece. The elastic piece comprises a first connecting part connected with the fixing support, a second connecting part connected with the lightning protection carbon brush and a middle oblique strip connected with the first connecting part and the second connecting part. The first connecting part, the second connecting part and the middle oblique strip are thin pieces. The vane lightning protection device is simple in structure, good in lightning protection effect and convenient to mount, the carbon brush elastic piece is large in toughness and cannot fall off easily, 200KA lightning currents can be conducted, the abrasion-resistant cycle is long, ocean salt-spray corrosion resistance is achieved, and the safety of the offshore wind generating set is guaranteed.",2013,F03D  11/00; F03D  80/30; Y02E  10/722
414216665,CN201280022581,"Generator rotor, assembly method and related insertion tool","Generator rotor comprising a rotor rim and a plurality of permanent magnet modules and a plurality of anchors arranged at an outer or inner circumference of the rotor rim such that the anchors substantially fix the permanent magnet modules to the rotor, wherein the permanent magnet modules comprise a base having a bottom surface, two axially extending side surfaces and a top surface, and one or more rows of magnets mounted on said top surface, wherein the two side surfaces of the permanent magnet modules each comprise an axially extending groove, and wherein the anchors have a shape that substantially fits exactly in axially extending grooves of neighbouring permanent magnet modules.",2012,H02K   1/278; H02K   1/27; F03D  15/20; Y10T  29/49012; F03D   9/25; H02K  15/03; Y02E  10/725; H02K2213/12; Y10T  29/53143; H02K   7/1838; H05K 999/99
414227302,CN201320485310U,Wind power tower without foundation ring,"The utility model belongs to wind power equipment, in particular to a wind power tower without a foundation ring. The wind power tower without the foundation ring comprises a first concrete layer (8), a second concrete layer (7) and a tower bottom section (4); a splicing upper flange (3) is fixedly installed on the tower bottom section (4), reinforcing ribs (2) are fixed to the tower bottom section (4) and the splicing upper flange (3) for reinforcement, the lower ends of ground anchor bolts (5) are embedded in the first concrete layer (8), wherein the ground anchor bolts (5) are installed in a splicing lower flange (1) and the splicing upper flange (3) in a penetrating mode respectively and fixed through nuts (6) in a locked mode, and the upper ends of the ground anchor bolts (5), the splicing lower flange (1), the splicing upper flange (3), the nuts (6) and the reinforcing ribs (2) are all embedded in the second concrete layer (7). By the improvement of a traditional foundation ring installation process, a first tower section is installed directly, so that installation steps are reduced, and the number of forged flanges is reduced by one.",2013,E02D  27/42; F03D  11/00
414241084,CA20092837939,TAPERED HELICAL AUGER TURBINE TO CONVERT HYDROKINETIC ENERGY INTO ELECTRICAL ENERGY,"A helical auger turbine and hydrokinetic device for use with electrical generators for producing electricity. The auger turbine includes a generally helical turbine blade rotatably mounted on a central shaft, which may be tapered at each end, and a flange extending perpendicularly to an edge of the turbine blade. At least one turbine blade support connection is included for connecting the central shaft to a support structure. An electrical generator may be powered by the helical auger turbine, that can be used in a tidal water flow. The helical auger turbine can operate a high pressure pump connected to a hydraulic accumulator for storing pressurized hydraulic fluid from the high pressure pump. An electrical generator can be operated by hydraulic fluid delivered from the hydraulic accumulator at times of slow water flow. A plurality of helical auger turbines can be horizontally oriented under water, tethered to legs of an ocean platform such as an oil rig secured to the seabed.",2009,F03B   3/12; F03B  13/264; F03B  17/061; Y02E  10/725; Y02E  10/38; F05B2250/292; F03B  13/22; F03B  17/06; F05B2240/97; F03B  13/26; Y02E  10/28; E02B   9/08; F05B2240/40; F05B2250/25
414242528,KR20047004573,Method of Operating a Wind Park,NULL,2002,H02J   3/38; Y02E  10/725; F03D   7/04; F03D   7/00; F05B2270/304; B63H   1/06; F03D   7/02; F03D   9/257; Y02E  10/723; F03D   7/0272; F03D   7/048; F05B2270/335; H02P   9/00; F03D   9/255; F05B2270/1033; F05B2270/337; Y02B  10/30; Y02E  10/763; Y10T 307/724; H02J   3/386; F03D   7/0284
414247892,RU20120120791,FLOATING POWER GENERATION STATION,"FIELD: power industry.SUBSTANCE: invention relates to the floating power generation station. The power generation station contains at least three wind generators attached to the common floating unit designed with a possibility of placement on water irrespective of location and depth of water. The named unit contains a framework consisting of pipes (4) connected at least in three attachment places. Pipes (4) are sealed on their respective ends (4a, 4b) and form separate floating parts designed with a possibility of connection with the attachment places. The attachment places have a shape of bundles (3, 5). The pipe ends (4a, 4b) are provided with the first fasteners (7) designed with a possibility of a adjoining to the second fasteners (8) made on bundles (3, 5). The pipe ends (4a, 4b) are sealed with the openable covers (9). The second fastening (8) contains the openable cover (12) provisioned in the external housing of the unit.EFFECT: invention is aimed at creation of the power generation station which allows to generate wind power.12 cl, 5 dwg",2010,F03D  13/25; B63B  35/4413; F03D  11/04; Y02E  10/727; F05B2240/93; F03D  13/22; F05B2240/95
414256951,US201314032424,Wind turbine rotor blade components and methods of making same,Structural preform layers of multiple rigid unidirectional strength elements or rods are constructed and arranged for use in fabricating load-bearing support structures and reinforcements of wind turbine blades. Individual preform layers include multiple elongate unidirectional strength elements or rods arranged in a single layer along a longitudinal axis of the preform layer. Each preform layer includes one or more fibrous carrier layers to which the multiple strength elements or rods are joined and arranged in the single layer. Each strength element or rod is longitudinally oriented and adjacent to other elements or rods. Individual strength elements or rods include a mass of substantially straight unidirectional structural fibers embedded within a matrix resin such that the elements or rods have a substantially uniform distribution of fibers and high degree of fiber collimation. The relative straightness of the fibers and fiber collimation provide strength elements or rods and the preform layers with high rigidity and significant compression strength.,2013,B29C  70/08; B63H   1/26; F03D   1/0675; F05B2220/30; Y10T  29/49787; F03D   9/25; F03D  11/00; F04D  29/38; F05B2230/20; B29L2031/085; F05B2240/2211; F05B2280/6003; Y02E  10/721; Y10T  29/49632; B29B  11/16; B29L  31/08; B29C  70/02; Y10T  29/49337; Y10T  29/4979; B29C  70/023; B29D  99/00; B29D  99/0028; Y02E  10/725; Y02E  10/74; Y02P  70/523; B23P  15/04; B29C  70/083; F03D   1/06; F03D  80/00; Y02E  10/722; Y10T 156/10
414393832,CN201310531222,Floating wind generating set tower negative damping restraining system and method,"Disclosed is a floating wind generating set tower negative damping restraining system and method. The system comprises a gain dispatching meter and a PI controller. The gain dispatching meter is used for selecting gain of the PI controller according to the blade pitch angle. The PI controller receives an engine room speed difference signal as an input signal and conducts PI control on the input signal according to the gain selected by the gain dispatching meter to output a pitch change compensation angle. The engine room speed difference signal is obtained according to engine room accelerated speed or engine room speed measured by an acceleration sensor or a speed sensor in an engine room of a wind generating set, and a pitch change execution mechanism of the wind generating set executes pitch change operation by using the pitch change compensation angle.",2013,F03D   7/00; Y02E  10/723
414430583,KR20120053563,TRIPOD SUCTION PILE SUBSTRUCTURE,The present invention discloses a tripod suction pile substructure characterized by comprising; a tripod to load ocean facilities having a shape of a triangular support; and a suction pile installed in the lower part of the tripod and arranged respectively at triangular support positions with reference to a center of the tripod; and a floating body installed in the suction pile to float the suction pile. Such tripod suction pile substructure enables transportation of the suction pile in the sea with only tugboats without requiring a large-scale barge by installing a floating body in the upper part of the suction pile to provide an independent floating function.,2012,F03D  13/20; E02D  27/42; F03D  11/04; E02D  27/52; F05B2240/90; Y02E  10/72
414444628,KR20120060700,Gravity type slab foundation for offshore wind power,A gravity type foundation slab for offshore wind plants to be installed on bedrocks according to the present invention comprises a support part having a through-groove at the center for allowing a mono pile for supporting an offshore wind plant to pass through; and a seating part integrated with the bottom of the support part to be seated on bedrocks on the seabed.,2012,E02B  17/00; E02B2017/0065; E02B  17/02; E02D   5/74; E02D  27/525; E04H  12/22; E02D  27/52
414444864,KR20120060936,Wind turbine installation ship,"The present invention relates to a wind turbine installation ship, more particularly, to a wind turbine installation ship which can facilitate approach to an offshore base material, and which can increase the installation efficiency of a wind turbine by controlling the coupling position between the offshore base material and the wind turbine and by facilitating the installation of the wind turbine in the offshore base material. The wind turbine installation ship comprises: a hull having receiving grooves extended from stem and stern to the center of the hull; multiple rigs installed in each edge of the hull and lifted toward the seabed; an erect pad which is installed on the top of the hull along a longitudinal direction of the hull, and which has a pair of first rails installed in both lateral ends of the hull and a second rail installed between the first rails along the longitudinal direction of the hull; and a hydraulic cylinder which is installed between the erect pad and the hull, and which pushes the erect pad toward the offshore base material so that the erect pad can be erected upward on a hinge.",2012,E02D  27/52; B63B   9/06; B63B  73/00; Y02E  10/727; F03D  11/00; F05B2240/95; B63B  35/00
414445975,KR20120061646,ROTOR LOCK CONTROL SYSTEM AND METHOD OF WIND TURBINE,"Disclosed are a system for controlling the rotor lock of a wind power generator and a method for controlling the same. The system for controlling the rotor lock of a wind power generator according to the embodiment of the present invention which is remotely managed in a central control system includes: a rotor lock disk that includes a plurality of disk holes which are fixated to the hub of the rotor being a rotating body and formed based on the rotating shaft of the rotor; a rotor lock cylinder that is installed in the main frame being a stationary body and fixes the rotor not to rotate by inserting a fixing rod into a disk hole according to an applied rotor lock operation signal; a measurement unit measuring the point of rotor lock operation through a proximity sensor sensing a detector attached to a shaft transferring the rotating force of the rotor; a control unit generating a rotor lock operation signal according to measurement information transferred from the measurement unit when receiving the rotor lock control order from the central control system; and a rotor lock driving unit operating the rotor lock cylinder according to the rotor lock operation signal. [Reference numerals] (110) Rotor lock equipment;(120) Communication unit;(130) Measurement unit;(140) Controller;(150) Rotor lock driving unit;(200) Central control system;(A,B) Speed increaser;(AA) Rotor;(BB) Stationary body;(CC) Shaft(low speed shaft or high speed shaft);(DD) Generator",2012,Y02E  10/722; Y02E  10/727; F03D  11/00; F03D   7/00; F05B2240/95; F03D   7/0268; Y02E  10/723; F03D  11/02
414447943,KR20120062442,Wind Propelled Device and Ship Including Thereof,"Disclosed are a wind propelled device for a ship and the ship including the same. An embodiment according to the present invention comprises: a driving module including a first rotating part installed on one side of a deck rotatable about a first rotating shaft, a second rotating part rotating about a second shaft imposed in the center of the rotating shaft and forming a set angle with the first rotating shaft, and a rotation preventing part for preventing the second rotating part from rotating about the second rotating shaft by being coupled with the first rotating part or the second rotating part when the first rotating part rotates within a critical angle; a main wing fixated to the first rotation preventing part; and a flap wing forming a set angle with the main wing by being fixated to the second rotating part while rotating with the second rotating part.",2012,Y02E  10/70; B63H   9/06; B63H   9/067
414454998,KR20120065702,SYSTEM FOR POWER GENERATION AND CONSTRUCTING METHOD FOR SUCH SYSTEM,"The present invention relates to a power generation system and a construction method thereof. The power generation system and the construction method thereof according to the present invention comprise: a caisson having the upper part exposed above the surface of seawater, and a passage part in which the seawater passes; an impeller part detachably arranged inside the caisson and rotated by the seawater supplied through the passage part; a towing part arranged on the top of the caisson to separate a moving part from the caisson. The power generation system simply constructs a lower structure and reduces construction costs using not large offshore equipment but a barge and a land crane, and facilitates maintenance and repair on the top of the caisson using a winch exposed to the surface of the seawater. .",2012,F03B  13/264; F03B  17/06; F03B  11/04; F03D   9/008; Y02E  10/72; F03B  13/10; F03D  13/25; Y02E  10/22; E02B   9/08; Y02E  10/28
414456792,KR20120066859,Floating structure and control method thereof,"The present invention relates to a floating structure and a control method thereof. According to one aspect of the present invention, the floating structure which is operated by a navigation mode and a jack-up mode includes a body capable of being floated in the water; legs vertically penetrating through the body; leg supporting units which relatively move the body and the legs in a vertical direction; a sensing unit which is formed on at least one among the body and the leg supporting units and which measures how much the legs are inclined from the state that the legs are perpendicular to the body; and a perpendicularity maintaining unit which applies power to the legs to make the legs be return to the state that the legs are perpendicular to the body according to the result of the measurement of the sensing unit.",2012,E02B  17/08; E02B  17/0818; B63B  35/44; Y02E  10/727; B63B  35/003
414459147,KR20120122980,FLOATING WIND POWER GENERATION WITH PASSIVE YAWING DAMPER,"The present invention relates to a floating aerogenerator equipped with a passive yawing damper and, more particularly, to a stably floating offshore aerogenerator. When a rotor of a floating aerogenerator rotates corresponding to the wind direction, yawing generated in the opposite direction can be reduced. In particular, the installation, management, and maintenance of a passive yawing damper can be facilitated by simplifying the structure thereof. Therefore, the stability, reliability, and competitiveness of a structure can be improved in pollution-free generation fields, especially an offshore wind power generation field.",2012,B63B  22/16; F03D   7/0204; F05B2240/93; F03D  11/04; F03D  13/20; Y02E  10/727; B63B   1/048; F03D  11/00; F05B2240/95; F05B2270/321; B63B  22/00; B63B2035/442; B63B  39/06; B63B2039/067; B63B2001/044; B63B2035/446
414459297,KR20130094936,A SHIFTING DEVICE OF WIND TURBINE BLADE,"The present invention relates to a device for moving the blade of an aerogenerator, which comprises a lifting beam unit; a first clamping unit which is located at one side of the lifting beam unit; a second clamping unit which is located at the other side of the lifting beam unit; a first clamping unit rotating unit whose one end is connected with one side of the lifting beam unit and whose the other end is connected with a certain area of the first clamping unit; and a second clamping unit rotating unit whose one end is connected with the other side of the lifting beam unit and whose the other end is connected with a certain area of the second clamping unit. Through the first and second clamping unit rotating units, the device for moving the blade of an aerogenerator can make the positions of coupling tools such as bolt, which are included respectively in a blade root unit and a blade assembly unit of a hub, identical even without having a pitch system inside an additional hub.",2013,F03D   1/0633; B63B  35/00; B66C   1/30; F03D  11/00; B66C  23/18
414460822,KR20120083788,MANUFACTURING METHOD FOR OFFSHORE WIND POWER SYSTEM ON LAND AND CONSTRUCTION METHOD FOR THE SAME,"The present invention relates to a method for overland manufacturing a marine wind power generation system and a method for constructing the same. The method for overland manufacturing a marine wind power generation system and a method for constructing the same of the present invention comprises the production bed installation step in which a production bed is installed to be extended toward the seashore from the overland so that a marine wind power generation system can be produced along the transferring direction; the overland production step in which a support part, a tower part and a blade part are sequentially installed along the transferring direction in the production bed to produce the marine wind power generation system; the buoyancy member installation step in which a buoyancy member having an air tube, a frame and a cable is installed in the support part to apply buoyancy to the support part in the state that air is inhaled; the transportation step in which the marine wind power generation system produced in the production step is transported to the sea from the seashore connected to the production bed using a carrying vessel; and the sea construction step in which the marine wind power generation system transported in the transportation step is constructed. [Reference numerals] (AA) Start;(BB) End;(S110) Production bed installation step;(S120) Overland production step;(S130) Transportation step;(S131) Launch step;(S132) Alignment step;(S140) Sea construction step",2012,F03D  13/40; Y02P  70/523; F05B2230/60; F03D  13/22; Y02E  10/727; E04H  12/00; F03D  11/04; F05B2230/50; E02D  27/52; F03D  11/00
414461139,KR20120118289,HYBRID SPPORT STRUCTURE FOR OFFSHORE WIND POWER GENERATOR,"According to the present invention, a hybrid supporting structure of a offshore wind power generator are provided: to cure concrete in an empty space after being embedded in the sea bottom since multiple small caliber steel pipe files (22) are arranged inside a large caliber steel pipe file (21); to compose a complex pile group (200) by arranging the multiple complex piles (20) which are adjacent to each other; to divide an inside of a body (11) into multiple sections equally, and each section has multiple distribution parts (12) for an upper and a lower side penetration; to include a suction body (10) located in a sea bottom; to have multiple suction bodies (10) arranged in all directions in an outside which is separated from the complex pile group (200) at fixed intervals; and to apply the suction body (10) with an excellent supporting ability about a horizontal force, and the complex pile (20) with an excellent supporting ability about a vertical force together. The large caliber steel pipe file (21) and the small caliber steel pipe file (22), which are applied to the complex pile (20), are inexpensive and easy to purchase by using manufactured goods on the market as a standard product. A construction period is shortened since a lead time of a material is short. A construction is very convenient and a construction period can be reduced since multiple equipment necessary for a sea bottom and cheap small-sized equipment are used at the same time by using a small size steel pipe.",2012,F03D  11/04; Y02E  10/727; Y02P  70/523; F03D  11/00; F05B2240/95; E02D  27/52; F03D  13/22
414470742,EP20140152768,Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines,"The invention relates to a mooring for a semi-submersible platform (105), comprising: a plurality of buoyancy structures (102,103) providing buoyancy to the semi-submersible platform (105); a plurality of sets of mooring lines (131-141), each set coupled to one of the plurality of buoyancy structures (102,103); and a plurality of anchors (401) embedded in a sea floor and each anchor (401) coupled to one of the mooring lines (131-141); wherein a number of mooring lines (131-141) in the set attached to one of the plurality of buoyancy structures (102,103) is different from the numbers of mooring lines (131-141) in the sets attached to each of the other plural buoyancy structures (102,103).",2009,B63B2035/446; E04H  12/00; B63B  35/44; B63B  39/03; B63B  39/06; B63B2039/067; E02B   9/00; F03D   9/25; F03D   9/257; E02B2017/0091; F03D  17/00; F03D  80/00; F05B2240/95; B63B   1/107; B63B  21/50; B63B  35/00; B63B  39/04; F03D  13/10; Y02E  10/725; E02B  17/00; E04H2012/006; F03D   1/00; F03D   9/00; E02B  17/04; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2240/93; Y02E  10/22; Y02E  10/727
414508877,TW20121146276,Rotor blade,"A rotor blade of a wind power installation for fixing to a rotor hub and having a rotor blade longitudinal axis, including a rotor blade inner part towards the rotor hub, and a rotor blade outer part away from the rotor hub, wherein the rotor blade inner part and the rotor blade outer part are connected together by means of at least one connecting device and the connecting device includes at least one anchoring element anchored in the rotor blade outer part, at least one counterpart element anchored in the rotor blade inner part, and at least one connecting bolt which extends through the counterpart element and is fixed in the anchoring element.",2012,F03D   1/0675; Y02E  10/721; F03D   1/0658; F03D   3/06; F05B2240/302; F05B2260/301
414530627,US201214003634,Spar-type floating structure,"In a spar-type floating structure comprising a tall, thin floating body 2 and a ballast portion 3 provided to the floating body 2 so that the weight of the ballast portion 3 allows the floating body 2 to float in upright position, the floating body 2 includes a horizontally-extending first extended portion 21 arranged at the bottom, a horizontally-extending second extended portion 22 arranged in the middle, and a column portion connecting the first and second extended portions 21, 22 and extending up to the waterline, the first extended portion 21 forms the ballast portion 3, and the second extended portion 22 constitutes a buoyancy portion giving buoyancy to the floating body 2.",2012,B63B2001/044; B63B2039/067; B63B  35/44; F05B2240/93; B63B   1/048; F03D  11/04; Y02E  10/727; B63B2035/442; F03D  13/25
414558413,ES20130031556,"Procedimiento de fabricaciÛn de una plataforma eÛlica marina, plataforma resultante y sistema de aprovechamiento de energÌa eÛlica","Procedimiento de fabricaciÛn de una plataforma eÛlica marina, adecuada para la disposiciÛn sobre ella de un aerogenerador elÈctrico, que comprende las siguientes etapas: a. Ensamblaje de elementos de flotaciÛn. b. Ensamblaje aÒadido de unos extremos de flotaciÛn. c. UniÛn de los flotadores con una estructura de arriostramiento. d. Posicionado y fijaciÛn de una torre aerogeneradora en los flotadores y/o en la estructura de arriostramiento. La plataforma eÛlica marina que comprende al menos dos flotadores, una estructura de arriostramiento y una torre aerogeneradora. El sistema de aprovechamiento de energÌa eÛlica comprende la plataforma eÛlica marina y una boya.",2013,B63B  35/44; Y02E  10/727; Y02P  70/523; F03D  13/20; F03D  13/25
414714929,KR20037009839,AZIMUTH GUIDANCE FOR A WIND ENERGY PLANT,NULL,2003,Y02E  10/723; F05B2270/326; F05B2270/321; F03D   1/06; F05B2240/93; Y02E  10/721; F03D   7/02; F03D  13/25; Y02E  10/727; F03D   7/0204; F03D   7/0224; F03D   7/04; F05B2270/20; Y02E  10/725
414727816,CN201310554037,Jacket leveling mechanism of offshore wind turbine generator system,"The invention discloses a jacket leveling mechanism of an offshore wind turbine generator system. A jacket is arranged on steel pipe piles. The lower end of the jacket is provided with a plurality of pile legs. The pile legs are sheathed in the steel pipe piles. Jacking support platforms are fixedly arranged at the top parts of the steel pipe piles. Oil cylinder support platforms are fixedly arranged at the lower parts of the pile legs of the jacket. Pushing and jacking devices which can push the pile legs to move up and down are arranged between the jacking support platforms and the oil cylinder support platforms. The jacket leveling mechanism of the offshore wind turbine generator system has the advantages that since hydraulic cylinders are used for adjustment, the structure is simple, the working reliability is high, the transmitted power is large, the moving stability is high, the mechanism is simple and convenient to operate, the leveling accuracy is high, and the like; since an operating system is placed on the jacket, the hydraulic cylinders are connected with the pile legs of the jacket through bolts, the installation can be finished before the delivery of the jacket, the underwater operation time is reduced, the safety performance is high and the construction cost during the installation and the leveling of the jacket is effectively reduced.",2013,E02D  27/16; E02D  27/42; E02D  27/52
414727818,CN201310573443,Anchor bolt anticorrosion device and method,"The invention discloses an anchor bolt anticorrosion device and an anchor bolt anticorrosion method. The anchor bolt anticorrosion device comprises a columnar anticorrosion hollow sleeve, wherein an injection pipe is communicated with the side wall of the lower end of the anticorrosion hollow sleeve; an overflow pipe is communicated with the side wall of the upper end of the anticorrosion hollow sleeve. The anchor bolt anticorrosion method comprises the following steps: 1, an anchor bolt is sleeved with the anticorrosion hollow sleeve, and a distance is reserved between the inner wall of the anticorrosion hollow sleeve and the wall of the anchor bolt; 2, an anchor plate is arranged and fixed at the upper end of the anticorrosion hollow sleeve; 3, the opening of the overflow pipe is enabled to be higher than the top part of the anchor plate, and secondary concreting is performed between the anchor plate and primary cast concrete; 4, after the secondary cast concrete is solidified to have certain intensity, a nut is tightly screwed on an anchor bolt of the anchor plate; 5, the anticorrosion hollow sleeve is filled with an anticorrosion material through high pressure; 6, when the anticorrosion hollow sleeve is fully filled with the anticorrosion material, the filling of the anticorrosion material is stopped. The anchor bolt anticorrosion device and the anchor bolt anticorrosion method have the benefits as follows: the anticorrosion state of part of the anchor bolt between the anchor plate and the concrete is effectively improved, and the blank in the anticorrosion of the part of the conventional wind power anchor bolt type foundation is filled.",2013,E02D  27/42
414727822,CN201310597698,Device and method for anticorrosion of anchor bolt and high-strength screw,"The invention discloses a device and a method for anticorrosion of an anchor bolt and a high-strength screw. A hole which can accommodate the anchor bolt or the high-strength screw part is formed in secondary poured concrete; at least two through holes are formed in an anchor plate within the circumference of the hole; an anticorrosion material is injected into the hole through the through holes. The method further comprises the following steps: 1, conducting primary concrete pouring on the peripheries of the anchor bolt and the high-strength screw body; 2, conducting secondary concrete pouring, wherein after secondary concrete pouring, holes are preserved in the peripheries of the anchor bolt and the high-strength screw body; 3, screwing nuts on the anchor bolt of the anchor plate and on the high-strength screw; 4, injecting the anticorrosion material into a hole below the anchor plate through one through hole in the anchor plate at a high pressure; 5, stopping injection when the hole is full of the anticorrosion material,. The device and the method have the benefits that the anticorrosion condition between the anchor plate and the concrete is effectively improved, and the anticorrosion vacancy in the current wind power anchor bolt base is compensated.",2013,E02D  27/42; F16B  41/00
414728767,CN201310540211,Variable torque wave energy hydraulic power generation device,"The invention provides a variable torque wave energy hydraulic power generation device, which consists of a plurality of pieces of equipment such as a pile body, a wave energy power generator room, a plurality of groups of crank rocker devices, a plurality of groups of floater moment arms, a plurality of groups of oscillating floaters, a generator room pushrod, a wireless communication device and a wave instrument. The wave instrument can be used for measuring the real-time wave height and tide level data of waves, and driving the floater moment arms and the generator room pushrod to be elongated or shortened according to preset rules, thereby changing the lengths of the floater moment arms and the floating position of the wave energy power generator room and actively adjusting the magnitude of wave energy input torque. The device can be used for obtaining more stable wave energy, and a wave energy collection device and an offshore wind energy collection device are fused into a whole to collect both the wave energy of the oscillating floaters and offshore wind energy for power generation, so that the utilization efficiency of energy resources is favorably improved, and the power generation cost is lowered.",2013,Y02E  10/725; F03B  15/00; H02K   7/18; F03B  13/14; Y02E  10/38; F03D   1/00; F03D   9/00
414728783,CN201310583131,Integral marine energy source power generation system,"The invention provides an integral marine energy source power generation system. The integral marine energy source power generation system comprises a plurality of sub-power generation systems, wherein each sub-power generation system comprises a single wind turbine generating set, a plurality of wave power generation devices, a plurality of marine current power generation devices and marine booster stations, wherein electric energy generated by the wave power generation devices and the marine current power generation devices is boosted by the marine booster stations and then transmitted though two electric transmission lines; one electric transmission line is used for supplying power for the blower of the wind turbine generating set; the other electric transmission line is in grid connection with the output line of the wind turbine generating set. The bottom of the tower of the marine wind turbine generating set is changed to be the marine booster stations of the wave power generation devices or the marine current power generation devices, so as to ensure that the wave power generation devices and the marine current power generation devices can be in grid connection with each other after power generation promptly, reduce loss of electric energy on the electric transmission lines, and eliminate the cost in building the marine booster stations independently.",2013,F03B  13/14; F03D   9/25; H02J   3/38; Y02E  10/725; F03D   9/00; Y02E  10/763; Y02E  10/38
414728795,CN201310504554,Installation device and installation method for wind power generation device,"The invention provides an installation device and an installation method for a wind power generation device. The installation device for the wind power generation device comprises a plurality of movable arm type tower cranes (11) evenly distributed around the assembly position of the wind power generation device; all the movable arm type tower cranes (11) can perform hanging synchronously; front ends of hoisting large arms (15) of all the movable arm type tower cranes (11) are connected together. By means of the installation method for the wind power generation device, the high-power wind power generation device can be hoisted through universal hoisting devices instead of special large hoisting devices, and installation cost of the wind power generation device is greatly reduced. With regard to installation of an offshore wind power generation device, requirements for water depth and influence of spring tide on hoisting caused by a special large floating crane are avoided, and key problems restricting the installation of the offshore wind power generation device are solved.",2013,F03D  11/04; F03D  13/10; Y02E  10/72
414738743,CN201280020108,Mooring component having smooth stress-strain response to high loads,"A mooring component (20) comprises a plurality of different deformable elements (22a-22f) formed of an elastomeric material. The component has a tensile length L, and at least one of the elements has a length L'. As the mooring component (20) comprises a plurality of different elastomeric elements (22a-22f), each having its own unique elastic (i.e. reversible) stress-strain response, the overall response of the component (20) is a composite elastic response resulting from a combination of the responses of each of the plurality of elastomeric elements (22a-22f). The mooring component (20) can form a part of a mooring system for floating devices and sea-based structures such as renewable energy devices including wave energy conversion devices, tidal turbines and tidal platforms, fish farms, oil rigs and off-shore wind farms, especially in low scope or high variability environments.",2012,Y10T  29/49826; B63B2021/005; B63B  21/20
414739716,CN201280026291,Natural energy extraction apparatus,"To provide a natural energy extraction apparatus comprising a vertical rotating shaft and a floating body for supporting the vertical rotating shaft, wherein the interior structure of the floating body is simplified, the floating body and an anchoring device are reduced in scale, and the apparatus is produced at lower cost, in comparison with the prior art. A natural energy extraction apparatus comprising: a first floating body that forms a swingable vertical rotating shaft; an anchored second floating body that encloses the first floating body; and a power transmission device attached to the second floating body, the power transmission device converting the rotational kinetic energy of the first floating body to a drive torque for driven equipment. The natural energy extraction apparatus is installed on the water.",2012,F03D  13/20; F05B2270/1011; F03B  17/06; F03D   3/00; F03D   9/008; F03D  15/00; F05B2240/93; Y02E  10/28; Y02E  10/727; F03D   9/02; F03B   7/00; F03D   3/02; F05B2260/904; F05B2240/95; F03B  17/063; F03D   9/11; F03D   9/25; F03D  13/22; Y02E  10/38; Y02E  10/74; Y02P  70/523; Y02P  70/527; F03D   3/005; F03D   7/06; F03D   9/00; F03D  80/30; Y02E  10/223
414748807,CN201320437070U,Novel semi-submersible type floating offshore wind power platform,"The utility model provides a novel semi-submersible type floating offshore wind power platform which is composed of a buoyancy tank platform, structural connection sections, a water ballast tank, spoiling flaps and a mooring system in a series. A supporting upper structure comprises an impeller, a hub, a tower, an engine room and the like. The floating offshore wind power platform is composed of the connection sections and middle pontoon, three buoyancy tanks at the upper portion of the periphery, three buoyancy tanks at the lower portion of the periphery, two sets of spoiling flaps, a cable and a set of mooring system, wherein the buoyancy tanks are basically cylinders, the top of the middle pontoon is connected with the root of the tower, the upper buoyancy tanks and the lower buoyancy tanks on the periphery are arranged in a 120-degree radiation shape, the two sets of spoiling flaps are located between the underwater buoyancy tanks at the lower portion of the periphery and the underwater buoyancy tanks at the upper portion of the periphery, the underwater buoyancy tanks at the lower portion of the periphery are fixed to the mooring system on a seabed through the steel cable, and the buoyancy tanks are fixedly connected together through the connection sections or truss structures. The offshore wind power platform is convenient to construct and install, excellent in hydrodynamic performance, economical in manufacturing cost and suitable for civil engineering of offshore wind power generation industries.",2013,B63B  35/44
414750889,CN201320485081U,Anti-icing structure of offshore wind turbine foundation,"The utility model discloses an anti-icing structure of an offshore wind turbine foundation. The anti-icing structure comprises an anti-icing hammer and two hoops, wherein the anti-icing hammer is used for resisting external impact, the hoops are used for enabling the anti-icing hammer to be fixedly connected to the offshore wind turbine pile foundation, the anti-icing hammer is annularly arranged between a high tide level of the offshore wind turbine pile foundation and a low tide level of the offshore wind turbine pile foundation in a wrapped mode, the upper end portion of the anti-icing hammer is fixedly connected to the high tide level of the offshore wind turbine pile foundation through one of the hoops, and the lower end portion of the anti-icing hammer is fixedly connected to the lower tide level of the offshore wind turbine pile foundation through the other hoop. The anti-icing hammer is arranged between the portion, most frequently impacted by sea ice, between the high tide level of the offshore wind turbine pile foundation and the low tide level of the offshore wind turbine pile foundation in a sleeved mode, and therefore the anti-impact performance of the offshore wind turbine pile foundation and the capacity of the offshore wind turbine pile foundation for resisting sea ice flow-induced vibration power are effectively enhanced. Meanwhile, the upper end portion of the anti-icing hammer and the lower end portion of the anti-icing hammer are fixedly arranged on the offshore wind turbine pile foundation through the hoops, and therefore construction can be move conveniently, rapidly and effectively conducted.",2013,E02D  31/00; E02D  27/44; E02D  27/52
414756152,CN201320400468U,Hydrogen balloon advertising board,"The utility model discloses a hydrogen balloon advertising board capable of carrying out wind power generation. Generated power can meet the requirement of the light effect of the advertising board, and therefore the hydrogen balloon advertising board can float in the air for a long time, and manual maintenance is not needed. The hydrogen balloon advertising board comprises a wind-driven generator, a hydrogen balloon, and an advertising board body. The hydrogen balloon is annular, and the wind-driven generator is arranged in the annular hydrogen balloon in a sleeved mode. Blades and a rotating shaft of the wind-driven generator are coaxial with the hydrogen balloon. A storage battery is arranged on the lower side inside the hydrogen balloon. The advertising board body is hung below the hydrogen balloon and provided with an LED display screen and an LED control circuit board connected to the storage battery. The hydrogen balloon advertising board is suitable for aerial work, can receive large wind effect and is high in power generation efficiency, thereby being convenient to use in cities. The power generated by the wind-driven generator is used for supplying power to the LED display screen for a long time, manual maintenance is not needed, and the hydrogen balloon advertising board is convenient and reliable to use.",2013,G09F  21/06; F03D   9/00; Y02E  10/725; G09F   9/33; Y02B  10/30
414766219,EP20140153789,Cooling device for a wind turbine generator,"A wind turbine generator (1) is provided with: a nacelle (3); a device placed in the nacelle; and a cooling duct (18) comprising a duct inlet (22) and a duct outlet (23) which are provided in a wall surface of the nacelle (3), the cooling duct forming a duct interior space between the duct inlet (22) and the duct outlet (23) independently of an interior space of the nacelle (3). The cooling duct is configured to lead ambient air introduced directly from the duct inlet (22) without a filter to a cooling object part (21) of the device disposed in the duct interior space. The duct inlet (22) is disposed at a lower position than the cooling object part (21).",2014,F03D   9/17; F03D  80/00; F03D   9/25; Y02E  10/726; F03D  80/60; Y02E  10/725; F05B2240/95; F03D   9/28; Y02E  60/15
414844147,EP20140154181,Vessel for transporting a tubular element to an offshore location,"The invention relates to a vessel (1) for transporting a tubular element (4), comprising a deck (2) with a securing surface to which a securing device (6) is connected, having a base element (8) and an upstanding element (12) protruding upwards from the base element along a protrusion axis, the upstanding element being provided with clamping elements (14) arranged at a location on a circumferential outer surface of the upstanding element and at a distance from the base element (8), wherein the clamping elements can be retracted/extended in a direction perpendicular to the protrusion axis for engaging an inner wall of a tubular element (4) having an internal diameter larger than an external diameter of the upstanding element (12), when the upstanding element (12) is inserted into the tubular element and when the clamping elements are in an extended position.",2014,E02B  17/0004; E02B2017/0091; Y02E  10/727; B63B  35/003; B63B  35/00
414868910,JP20130539310,???????????????,NULL,2011,F03D   1/02; B63B  21/507; B63B  22/02; F03D  13/25; Y02E  10/727; F03D   7/04; F03D  13/22; F05B2240/93; B63H  25/00; F03D  11/04; F05B2240/95; F03D   9/00; F03D  17/00; B63B  35/44; B63H  25/42; F05B2240/96; B63B  21/50; B63B2035/446; B63B  39/02; B63H  15/00; F03D   7/048; F03D   9/257
414895916,CN201310455175,Air bag offshore power generating platform,"An air bag offshore power generating platform is fixed in the sea area close to a small island in a mooring mode, all aluminum alloy box bodies supported by buoyancy of air bags and connected by bolts form a platform, and different functional assemblies are mounted on all the box bodies to form the whole power generating system. A power generating system is formed by a solar power generator, a wind power generator, a sea flow power generator, an energy storing device and a power distribution device; when the platform works, electric energy generated by power generator units is controlled by the power distribution system, redundant electric energy is used for preparing hydrogen gas by a hydrogen preparing electrolytic cell, and the hydrogen gas is provided for a fuel battery. When power is insufficient, the fuel battery can be used for supplying power in an auxiliary mode. The power generated from the platform is used for being supplied to electric equipment on the small island by a seabed cable as a power transmission system. The air bag offshore power generating platform totally adopts clean renewable resource for supplying power and is arranged in the offshore sea area outside the small island, all parts of the system are modularized by being mounted on different box bodies, and the air bag offshore power generating platform has the advantages of no pollution, convenience in erecting and island-space saving.",2013,F03D  13/25; H02S  10/12; F03B  13/00; F03D   9/02; F03D   9/11; Y02E  10/727
414895936,CN201310455060,Float-type offshore power generating platform,"A float-type offshore power generating platform comprises a float, an anchoring system, a power generating system, a power transmission and distribution system, and an energy-storage system, and is fixed in a sea area near a small island in an anchoring manner, a plurality of box bodies are integrally connected to form a platform through bolts, the float is used for providing buoyancy force for the platform, and the box bodies comprise a plurality of wind power generating box bodies, a plurality of solar power generating box bodies, a plurality of ocean current power generating box bodies and an energy storage box. During the work of the platform, electric power produced by the power generating system is partly conveyed to the load on an island through a submarine cable, redundant electric power is used for preparing hydrogen through electrolyzed water and the hydrogen is stored in a hydrogen fuel battery, and in case of natural energy source insufficiency, the fuel battery can be used as an auxiliary energy source for supplying power to the load. According to the float-type offshore power generating platform, clean energy is adopted for power generation, the land space of the island is not occupied, the power generating system is modularized, and the mounting and the dismounting are convenient.",2013,B63B  35/00; Y02E  10/38; F03D   9/00; H02S  10/10; F03B  13/22; H02S  10/12; Y02E  10/725
414947892,CN201320370331U,Offshore floating type wind power and wave energy hybrid grid connection generating device,"The utility model provides an offshore floating type wind power and wave energy hybrid grid connection generating device. The device comprises a wind power generator, an offshore floating type platform, a power converter, a wave energy generator, an offshore floating type platform fixing anchor chain and a wave energy generator stator fixing supporting column. The wind power generator is arranged at the top end of the offshore floating type platform. The wave energy generator is arranged in a tower barrel at the lower end of the offshore floating type platform and is a linear generator. The power converter is arranged in the offshore floating type platform and is respectively connected with the wind power generator and the wave energy generator. The offshore floating type platform fixing anchor is used for fixing the off shore floating type platform. The wave energy generator stator fixing supporting column is used for fixing a wave energy generator stator. The wind power generator and the wave energy generator can generate power energy under the action of wind power and wave energy. The power energy is transmitted to a shore grid system after being converted by the power converter. The offshore floating type wind power and wave energy hybrid grid connection generating device is simple in structure and high in working efficiency, and has high practical value.",2013,F03B  13/14; Y02E  10/38; F03D   9/00; Y02E  10/725
414947920,CN201320512865U,Wind protection device for blade rear edges of wind driven generator,"The utility model belongs to construction auxiliary devices of wind driven generators and provides a wind protection device for blade rear edges of a wind driven generator. The wind protection device is characterized in that the wind protection device for blade rear edges is mainly composed of a rear-left edge support, a rear-middle edge support, a rear-right edge support, a steel wire rope and a ground anchor, the rear-left edge support, the rear-middle edge support and the rear-right edge support are of the same structure, the rear-left edge support is mainly composed of a base, a left vertical column, a right vertical column, a rear edge lifting belt, a belt penetrating plate, a lifting lug plate and a shackle, lifting belt holes are formed in the upper end sections of the left vertical column and the right vertical column, a rear edge lifting belt is arranged between the lifting holes of the left vertical column and the right vertical column, the belt penetrating plate penetrates through the rear edge lifting belt, the rear-left edge support, the rear-middle edge support and the rear-right edge support are arranged in parallel at intervals, and every two of the rear-left edge support, the rear-middle edge support and the rear-right edge support are connected through steel wire ropes. When the wind protection device for blade rear edges of the wind driven generator is used, the belt penetrating plates are arranged at the lower portions of the rear edges of three blades and are correspondingly hoisted on the rear-left edge supports, the rear-middle edge supports and the rear-right edge supports through the rear edge lifting belts, wind resistance capacity of the blades of the wind driven generator is increased, and a good protective function is achieved.",2013,F03D  11/00
414957207,NL20122008547,KITE POWER SYSTEM AND KITE FOR USE IN A KITE POWER SYSTEM.,NULL,2012,F03D   5/06; B63H   9/06; Y02E  10/70
414974614,GB20130023154,Lifting system for lifting an item,"A lifting system (1) for lifting an item (2) with a vessel (4) comprising a first support (5) and a second support (6), wherein the lifting system comprises an elongate lifting structure (3) comprising a first end (7) and a second end (8), an item connector constructed and arranged to in use connect the lifting structure to the item near or at the first end, a weight (21) connected to a weight connector (10) provided on the lifting structure near or at the second end, a first connector (11) constructed and arranged to connect the lifting structure (31) in use to the first support, a second connector (12) constructed and arranged to connect the lifting structure in use to the second support, wherein the first connector is located at a distance from the item connector in a direction from the first end to the second end.",2012,B66C   1/12; B66C  23/52; B66C  23/53; B63B  27/10; B66C   1/10; B66C  23/12; E02B  17/00; B66C   1/16; B66C  23/16; F03D   1/00
414974760,DK20060255199T,Korrosionsbeskyttelse til vindm¯lleenheder i et marint milj¯,NULL,2006,Y02E  10/727; C23F  13/04; F05B2240/97; C23F2213/31; C23F  13/02; F03D  11/04; F05B2240/95; F05B2260/95; F03D  13/22
414990059,US201314060532,Pneumatic mechanical power source,"An mechanical power system provides torque without using a heat engine where fossil-fuel engines have conventionally been used, by replacing the fossil-fuel burning engine with a rotary pneumatic motor and feeding pressure-regulated compressed gas to the rotary pneumatic motor. The rotary pneumatic motor can be used anywhere, and requires preferably compressed nitrogen in a non-liquid state. Automotive, marine and electrical generating applications are adaptable, and auxiliary power is available for emergencies where a supply of compressed gas has been exhausted. A screw-type compressor can be electrically powered to supply compressed gas to the pneumatic motor where tanks of compressed gas have been exhausted. An electrical generating power plant includes an array of solar panels for generating direct current (DC) and a DC/AC converter for converting the DC to alternating current (AC) and outputting a portion of the AC via a power plant output port to supply an AC load.",2013,B60K   6/00; B60L   8/00; B60L  11/18; F03D   9/25; Y02E  10/46; Y02E  10/465; Y02E  10/725; Y02E  20/14; Y02E  60/15; B60L  50/15; B60L2210/30; B60L2210/40; Y02T  10/7077; B60K   1/00; B60K   3/04; B60L  11/00; B60L2200/26; F03G   6/001; B60K  15/03; B60L   1/00; F01C  13/00; F03D   9/007; F03G   6/00; Y02E  70/30; Y02T  10/7066; B60K  15/03006; B60L  50/90; Y02T  10/7083; B60L   1/003; B60L  50/62; B60L  58/20; F03D   9/02; Y02T  10/7241; B60K   1/02; B60L   8/003; F02C   6/16; Y02T  10/7005; F03D   9/11; Y02T  10/6217
414996316,US201214112710,Wind turbines augmented with rotating diffusers,"Diffuser-augmented wind turbines can include a first diffuser ring arranged to form a turbine rotor cowling, the diffuser being fixed to and rotatable with the turbine rotor about the horizontal axis of the wind turbine. The first diffuser ring may have one or more dynamic, aero-elastic, vortex entrainment devices attached to a trailing edge of the diffuser. The first diffuser ring may include one or more slot gaps arranged within its body, each slot gap creating a channel between the interior and exterior surfaces of the first diffuser ring. In some embodiments the diffuser may optionally further include one or more further diffuser rings, the one or more further diffuser rings being static rings (e.g. non-rotatable about the horizontal axis) or dynamic diffuser rings (e.g. rotatable around the horizontal axis).",2012,Y02B  10/30; F03D   1/025; F05B2240/92; F03D   1/06; F03D   1/0625; F05B2210/30; F05B2240/122; F05B2240/33; F05B2240/93; F03D   1/02; F03D   1/04; F05B2240/132; F05B2240/311; F05B2240/40; F05B2280/5001; F05B2240/95; F05B2240/124; F05B2240/133; Y02E  10/721; Y02E  10/72
414996328,US201113885696,Installation and method for exploiting wind energy,"The invention relates to the field of methods and floating platforms for exploiting wind energy offshore. In particular, the invention provides a floating platform (1) anchored to at least one anchor point (7, 7?), including a wind turbine (2), and a shift device for shifting the wind turbine (2), which device is configured to shift the wind turbine (2) as a function of a set of parameters, including wind direction (V), in order to minimize the aerodynamic wake effects, and the invention also provides a method of exploiting wind energy by means of a set of floating platforms (1), each of which includes at least one wind turbine (2) and is anchored to at least one anchor point (7,7?). In this method, at least one wind turbine (2) of said set of floating platforms is shifted as a function of a set of parameters, including wind direction (V) in order to minimize the aerodynamic wake effects and in order to maximize the power generation of the set of wind turbines.",2011,B63B  22/02; B63H  25/00; F03D   9/00; F03D  11/04; F03D  13/20; F03D  13/25; F03D   9/257; F03D  13/22; Y02E  10/727; B63B  35/44; B63B  39/02; B63H  25/42; F03D   7/04; F05B2240/93; F05B2240/96; B63B2035/446; F03B  15/06; F05B2240/95; B63B  21/507; F03D   7/048; B63B  21/50; B63H  15/00; F03D  17/00
415112578,CN201310466837,Yaw brake pad made of various materials,"The invention discloses a yaw brake pad made of various materials. The yaw brake pad is composed of a steel back (1) and a friction layer (2), and the friction layer (2) is formed by sequentially arranging a heat-resistant layer (21), a friction-resistant layer (22) and a denoising protection layer (23) from inside to outside. The heat-resistant layer (21) contains boron-modified phenolic resin and vanadium trioxide, so that hardness, heat resistance and instant high temperature resistance of the friction layer are improved; the friction-resistant layer (22) contains steel wool fibers, quartz sand and potassium hexatitanate, so that friction coefficient and friction resistance of the friction layer are improved; the denoising protection layer (23) contains materials, large in nonmetal content, like flake graphite, molybdenum disulfide and antimony sulfide, so that the yaw brake pad is low in noise during working, and noise inside the yaw brake pad can be shielded. Friction performance, friction resistance and denoising effect of the yaw brake pad are obviously improved, service life of the yaw brake pad is longer than that of a common yaw brake pad, and the only defect of the yaw brake pad is that contact parts are worn slightly.",2013,C22C  49/00; F16D  69/02; Y02E  10/723; C22C  38/12; B22F   1/00; F03D   7/00; F16D  69/00
415137271,CN201320437180U,Novel spar floating type offshore wind power platform,"The utility model provides a novel spar floating type offshore wind power platform, which consists of a series of steel floating box platform upper body structures, a hard cabin, center transition pressure load water cabin regions, a damp plate, a soft cabin, an anchoring system and a cable, wherein the soft cabin adopts a permanent fixing pressure load mode, heavy objects are filled in the cabin, the buoyancy center of the platform is enabled to be higher than the gravity center, the hard cabin consists of three upright posts through 120-degree radial arrangement and is connected into a whole with the platform upper body structures through a first floating box type structure connecting section which is used for providing the buoyancy for the platform, the lower end of the hard cabin is fixedly connected with the center transition pressure load water cabin regions, the center transition pressure load water cabin regions are fixedly connected with the soft cabin, each upright post of the center transition pressure load water cabin regions and the soft cabin is respectively provided with a group of mooring devices, and in addition, the two adjacent center transition pressure load water cabin regions are connected by adopting truss structure connecting sections. The novel spar floating type offshore wind power platform has the advantages that the excellent moving performance is realized, the applicable operation water depth range is wide, the integral structural intensity is good, the building cost is low, and the transportation and installation cost is low.",2013,B63B  38/00
415140478,CN201320557266U,Central foundation pier inserting type single-column foundation,"The utility model provides a central foundation pier inserting type single-column foundation. Due to the fact that erection of poles underwater is a quite difficult project, according to the central foundation pier inserting type single-column foundation, the foundation is separated from columns, the columns and column piers are installed afterwards, and installation difficulty and installation cost of a water conservancy project can be greatly reduced. The method includes the steps that a locating groove is formed in a central foundation pier inserted afterwards, the central foundation is surrounded by a fixing ring provided with a corresponding locating plate A in a welding mode, and the locating plate A is inserted into the corresponding locating groove of the central foundation pier; the fixing ring and oblique support rods are welded, the oblique support rods and a pile sleeve are welded, and a bottom connecting rod and the pile sleeve are welded; a locating plate B is welded to the surface of a connecting rod connected with the center of a base plate, the locating plate B is also inserted into the corresponding locating groove of the central foundation pier, an anchored pile is piled into the soil through the pile sleeve, and three or more than three oblique support rods are required. The central foundation pier inserting type single-column foundation has great value in the erection of a large number of environmental-protection engineering windmills and underwater breeding purse seine rods for urban and rural river surge and lake sewage treatment.",2013,E02D  27/42; E02D  27/52
415142180,CN201320559639U,Wave energy and wind energy combination generating system,"The utility model provides a wave energy and wind energy combination generating system which solves the problem that an existing single sea wave power generator cannot achieve industrial large-scale application and resources of an offshore power station are wasted due to the fact that wave energy is merely utilized to generate electricity. The technical scheme is that four sea wave power generators and a power conversion gear located at the center of the four sea wave power generators form a working group, gears at two ends of a first connecting rod are meshed with a generating gear and the power conversion gear respectively, the power conversion gears of a plurality of working groups are respectively meshed with a gear at one end of a second connecting rod, a gear at the other end of the second connecting rod is meshed with a main power generating gear, a plurality of vertical rods are fixed on a fixing frame, the vertical rods are rotatably sleeved with rotating shafts, a plurality of blades are arranged on the circumferences of the rotating shafts, and the lower ends of the blades are higher than the sea wave power generators. The wave energy and wind energy are adopted to generate electricity in a large scale, resources are effectively utilized, and the wave energy and wind energy combination generating system saves energy and is environmentally friendly.",2013,Y02E  10/74; F03D   3/06; F03B  13/22; Y02E  10/38; F03D   9/00
415154687,KR20047012329,OFFSHORE WIND PARK,NULL,2003,F03D   1/02; F03D  80/55; F03D  11/00; F05B2240/96; H02K   7/18; F03D   1/00; F03D  80/50; Y02E  10/722; Y02E  10/727; F03D   9/00; F03D  11/04; F03D  80/00; F05B2240/95; E02B  17/00; Y02E  70/10; F03D  13/20; F03D  13/25; F03D   9/11; F03D   9/257
415179376,DK20100012695T,Skib og fremgangsmÂde til transport og opstilling af offshore-konstruktioner,NULL,2010,F03D   1/00; F05B2240/931; Y02E  10/727; E02B2017/0039; E02B2017/0091; F05B2240/95; E02B  17/021; E02B  17/027; F03D  13/25; F03D  13/40; E02B2017/0047; B63B  35/003; B63B  27/12; B63B  35/00; F03D  13/22; F05B2240/93; F05B2240/96
415179585,KR20047012650,Wind Energy Turbine,NULL,2003,E02B2017/0091; F03D   1/00; F03D  80/50; Y02E  10/727; F03D  11/04; F03D   1/02; F05B2240/95; F03D  80/70; F03D  13/20; F03D  13/25; Y02P  70/523
415292623,GB20130023153,Generating electricity,"A generating sub-assembly 101, comprising a turbine 104 and an electrical generator 105, is supported by support mechanism 103 upon a support structure 102 which includes a mast portion 108 extending from a submerged buoyancy portion 106 to support the generating sub-assembly 101 above the waterline. The support structure 102 is buoyant and is free to roll when floating in water and the support mechanism 103 is hinged to allow the generating sub-assembly 101 to maintain an operational angle during the rolling of the support structure. The mast 108 may be J-shaped to maintain clearance between the turbine blades and the mast during backward rolling. The buoyancy portion 106 may include a ballast tank (405, fig.4) located below a buoyancy tank (404). Rotor ballast (201, fig.2) may be provided to keep the centre of gravity of the generating sub-assembly 101 below the hinge. The support structures may be arranged in an array (501, fig.5).",2013,F03D   1/00; F03D  13/20; F03D  11/04; F05B2240/97; Y02E  10/721; B63B  35/44; B63B  39/00; F03D   1/06; F05B2240/95; F03D   9/25; F05B2250/411; F03D   7/0204; F03D  13/25; F05B2240/93; B63B2017/0072; B63B2035/446; B63B  39/02; Y02E  10/727
415323448,ES20100012695T,Barco y procedimiento para transportar y colocar estructuras offshore,"Barco para transportar y colocar estructuras offshore con - un casco de barco (2) con una secciÛn transversal en forma de U que tiene una popa abierta (12) y salientes(9.1, 9.2) de las paredes laterales (4.1, 4.2) que sobresalen por la popa del canto trasero (8) del fondo de barco(3), caracterizado por - sistemas de soporte de elevaciÛn (15.1, 15.2, 15.3, 15.4) integrados en el casco de barco (2) con soportes deelevaciÛn (16.1, 16.2, 16.3, 16.4) que se pueden hacer desplazar en una direcciÛn vertical con sus extremosinferiores (18) a posiciones por debajo del casco de barco (2) y - una gr˙a (20) que se puede hacer desplazar sobre los bordes superiores (19.1, 19.2) de las paredes laterales(4.1, 4.2).",2010,E02B  17/021; E02B  17/027; B63B  35/003; F03D  13/22; F05B2240/931; B63B  27/12; B63B  35/00; E02B2017/0047; F03D   1/00; F05B2240/93; F05B2240/96; F03D  13/40; E02B2017/0039; E02B2017/0091; F05B2240/95; F03D  13/25; Y02E  10/727
415329654,CN201310482375,Self-elevating offshore wind turbine installation vessel,"The invention discloses a self-elevating offshore wind turbine installation vessel which comprises a vessel body, spud legs, friction winches, guide pulleys and steel wire ropes, wherein the vessel body is provided with lifting mechanism chambers, the spud legs penetrate the lifting mechanism chambers, and the friction winches, the guide pulleys and the steel wire ropes are arranged on the vessel body. Spud leg top fixed pulley blocks and spud leg lower fixed pulley blocks are arranged on the spud legs, lifting platforms are arranged on the lifting mechanism chambers, platform lower fixed pulley blocks and platform upper fixed pulley blocks are arranged on the lifting platforms, one end of each steel wire rope is fixed at the top of the corresponding lifting mechanism chamber, the other end of each steel wire rope is sequentially wound on the corresponding spud leg top fixed pulley block, the corresponding platform upper fixed pulley block, the guide pulleys and the friction winches and wound on the corresponding platform lower fixed pulley block and the corresponding spud leg lower fixed pulley block through another group of guide pulleys, the tail end of each steel wire rope is fixed on the corresponding lifting mechanism chamber, and the steel wire ropes, the pulley blocks and the friction winches form a closed circulation system. The self-elevating offshore wind turbine installation vessel has the advantages that the installation vessel is small in size, smooth and continuous in motion, fast in lifting, convenient to maintain and applicable to wind power installation in shoaling water, and has a wide market prospect.",2013,B63B  35/00
415363725,CN201320446319U,Anchor bolt type foundation of wind generating set,"The utility model discloses an anchor bolt type foundation of a wind generating set. The anchor bolt type foundation comprises a body which is arranged on a base, and anchor bolts are arranged in the body in a penetrating mode. The anchor bolt type foundation is characterized in that a maintenance space capable of containing operators and/or maintenance devices is arranged in the body, the maintenance space is connected with the outer portion of the body through a connection hole, the operators and/or the maintenance devices can enter the maintenance space through the connection hole, and an operation space is formed between the lower fixed ends, close to the base, of the anchor bolts of the body and the base; the maintenance space is communicated with the operation space, and the operators and/or maintenance devices in the maintenance space can maintain and operate the lower fixed ends, close to the base, of the anchor bolts of the body through the operation space. The anchor bolt type foundation solves the problems that in an existing anchor bolt type foundation, after anchor bolts are broken, the anchor bolts are difficult to maintain and replace.",2013,F03D  11/04
415384831,KR20120067114,MAINTENANCE APPARATUS FOR BLADE OF WIND TURBINE,"Disclosed is a maintenance apparatus for the blade of a wind turbine. The maintenance apparatus for the blade of a wind turbine according to one embodiment of the present invention comprises a frame body constituting a closed loop; a floating body combined with the frame body to provide a force for raising the frame body by being filled with gas lighter than air; a washing device including a nozzle unit and installed to be able to slide on the frame body; and a fluid supply device for supplying fluid to the nozzle unit, wherein the nozzle unit includes a washing nozzle for spraying part of fluid provided by the fluid supply device to a blade; and a thrust nozzle for providing a thrust for moving the washing unit by spraying part of the fluid provided by the fluid supply device.",2012,B66C  23/18; F03D  11/00; F03D  80/55; B08B   3/02
415384839,KR20120067121,VESSEL FOR MOVING WIND TURBINE MAINTENANCE APPARATUS,"Disclosed is a vessel for moving a wind turbine maintenance apparatus. The vessel for moving a wind turbine maintenance apparatus, which moves a maintenance apparatus for maintaining a wind turbine installed on the sea, according to one embodiment of the present invention comprises a platform having a maintenance apparatus placed thereon; a floating body arranged below the platform to float the platform on the surface of water, and expanded and contracted by the injection and discharge of air; and a vertical frame which extends from one side of the platform and is hung on a hanging part installed on the wind turbine to be supported.",2012,B63B  35/00; Y02E  10/727; F03D  11/00; B63B   7/06; F05B2230/50; F05B2240/95
415384861,KR20120067180,VESSEL FOR MOVING WIND TURBINE MAINTENANCE APPARATUS,"Disclosed is a vessel for moving a wind turbine maintenance apparatus. The vessel for moving a wind turbine maintenance apparatus, which moves a maintenance apparatus for maintaining a wind turbine installed on the sea, according to one embodiment of the present invention comprises a platform having a maintenance apparatus placed thereon; a floating body arranged below the platform to float the platform on the surface of water; and a vertical frame which has the platform connected thereto to be able to rise and fall and is hung on a hanging part installed on the wind turbine to be supported.",2012,F03D  80/55; Y02E  10/727; F05B2240/95; B63B  35/00; F03D   1/0633; F03D  11/00; Y02E  10/72
415387042,KR20120069090,APPARATUS FOR OPENING AND CLOSING FOLDING TYPE INLET OF WIND POWER GENERATOR,"The present invention provides an apparatus for opening and closing a folding type inlet of a wind power generator, which is able to perform a stable wind power generation by installing an inlet part of a funnel shape capable of rotating in an entrance which wind flows and bypassing the inflow wind depending on a wind strength. For the forementioned, the wind power generator is equipped with: a floating body which provides floating power by accommodating gas which is lighter than air in a sealed space; a path part which provides a flow path of wind by penetrating the center of the floating body; and a generating part which is installed in the path part and performs a power generation by using wind flowing into the path part. The wind power generator includes: a bypass path part which is installed between the floating body and the path part and guides wind which is guided to the path part in order to bypass along a certain path; an inlet part which guides wind in order to flow to the path part by arranging multiple frames in a funnel shape in the entrance of the bypass path part and bypasses the wind which is guided to the path part by being moved by the wind to the bypass path part; and an elastic part which provides elastic force which supports the frames so that the frames of the inlet part maintain the funnel shape at fixed positions and the elastic force which restores a position to an original position in case the frames of the inlet part are moved. Therefore, the stable wind power generation can be provided because the inlet part of the funnel shape which is installed in the entrance in which wind flows in order to be able to rotate bypasses the inflow wind depending on the wind strength.",2012,Y02E  10/725; F03D   1/04; F03D  11/00; Y02E  10/72; F03D   9/00; F05B2240/221
415387048,KR20120069105,APPARATUS AND METHOD FOR OPENING AND CLOSING INLET OF WIND POWER GENERATOR,"The present invention provides an apparatus and a method for opening and closing an inlet of a wind power generator which uses an actuator which provides a stable wind power generation by installing the inlet of a funnel shape capable of rotating in an entrance where wind flows and bypassing the inflow wind depending on the strength of the wind. For the forementioned, the apparatus and the method for opening and closing an inlet of a wind power generator includes: a bypass path unit which is installed between a floating body and a path unit and guides wind guided to the path unit in order to be bypassed along an arbitrary route; an inlet unit which has multiple frames which are arranged in a funnel shape in the entrance of the bypass path unit and bypasses the wind which is guided to the path unit to the bypass path unit by guiding the wind in order to make the wind flow in the path unit or being moved by the wind; an air volume sensor unit which detects air volume information of the wind which passes through the path unit; a control unit which outputs a frame position control signal of the inlet unit and a control signal of the power generator depending on a comparison result by comparing the air volume information which is detected by the air volume sensor unit with preset volume information for determining a power generation; and an actuator which gathers frames of the inlet unit respectively at an arbitrary angle or supports the frames of the inlet unit in order to be fixated at arbitrary positions. Therefore, the inlet unit of the funnel shape which is installed to be able to move in the entrance where wind flows is able to provide a stable wind power generation by bypassing the wind flowing in depending on wind strength.",2012,Y02E  10/72; F05B2270/32; F03D   7/02; F03D   9/00; Y02E  10/723; F03D   1/04; F03D  11/00; F05B2240/92; Y02E  10/725
415388467,KR20120070000,Floating structure,"The present invention relates to a floating type structure. According to an embodiment of the present invention specification, the floating type structure is run by sailing and jack up modes. The floating type structure comprises: a main body capable of floating on water; a leg which is penetrated into the main body in the up and down direction and which has an upper leg and a lower leg installed to be able to rotate to the upper leg; a leg support part moving the main body and leg up and down as a relative motion; and a lower leg fixing part installed on the main body to keep the lower leg folded.",2012,E02B  17/04; B63B  35/44; Y02E  10/727
415390552,KR20120071252,FLOATING STRUCTURE WITH CLEANING APPARATUS,Disclosed is a floating structure having a foreign substance remover. The floating structure having a foreign substance remover comprises: a main body which can float on water and which has a leg well; a leg which is penetrated into the leg well in the up and down direction and which has a rack gear and a cord; a first removal module arranged on a side of a home area on the inner wall of the leg well to remove foreign substances on the flank of the rack gear; and a second removal module arranged on the other side of the home area on the inner wall of the leg well to remove foreign substances on the rack gear and cord.,2012,E02B  17/04; Y02E  10/727; B08B   1/04; B63B  35/44; B63B  59/06
415391816,KR20120070893,SUPPORTING LEG APPRATUSOF FLOATING STRUCTURE,A supporting leg apparatus for floating structures is disclosed. The supporting leg apparatus for floating structures which has a jack up mode comprises: a leg for supporting a floating structure on the jack up mode; a spud can equipped at the lower part of the leg; a flap received on the side of the spud can to be rotated; and operating means which operates the flap to make the flap protruding to the outside of the spud can.,2012,B63B  35/44; E02B  17/04; E02B2017/0082; Y02E  10/727
415391818,KR20120070902,FLOATING STRUCTURE AND METHOD FOR MOUNTING LEG OF FLOATING STRUCTURE,Disclosed is a floating structure and a method for leg assembly of the same to enable effective leg assembly inside a main body with the position adjustment of a wear plate. The floating structure comprise the main body including a leg well; the leg passing through the leg well; the wear plate on the leg well to support the leg; and a main adjustment unit to adjust a gap between the wear plate and the leg by moving the wear plate.,2012,E02B  17/04; Y02E  10/727; B63B  35/44; E02B  17/08
415392705,KR20120070799,A ship for installing sea windmill,A ship for a marine wind power generator is disclosed. The ship for a marine wind power generator according to an embodiment of the present invention comprises a hull; a hub supporting shelf on one side of the hull to support a hub; and a blade movement supporting shelf which is placed adjacent to the hub supporting shelf and which supports a blade to be able to move to allow the blade to be joined to the hub to approach the hub. [Reference numerals] (AA) Cabin,2012,Y02P  70/30; Y02E  10/727; B65G  47/90; B63B  35/00; F03D  11/00; B63B  35/44; Y02E  10/726; F05B2240/95
415395179,KR20120072855,SUPPORTING LEG APPARATUS OF FLOATING STRUCTURE,A support leg apparatus of a floating structure is disclosed. The support leg apparatus of the floating structure having a jackup mode according to the present invention comprises: one or more legs for supporting the floating structure; a spud can installed at one ends of the legs; a blade rotatably installed at a side of the spud can; and a driving unit for rotating the blade.,2012,E02B  17/08; E02B2017/0082; Y02E  10/727; E02B  17/04; B63B  35/44
415397257,KR20120073671,offshore floating type wind turbine with controlling stable balance,"A floating type offshore wind power generator according to the present invention has a function for maintaining a balance of pose thereof, and comprises: a nacelle assembly having wind blades; a wind tower having the nacelle assembly and a tilt sensor; a floating body assembly installed at the lower side of a wind tower assembly; multiple hydropneumatic cylinders installed at the outer periphery of the floating assembly; and auxiliary floating bodies coupled to the ends of the hydropneumatic cylinders and moved up and down, wherein the hydropneumatic cylinders move the auxiliary floating bodies up and down according to the variations of the sea surface and wind conditions so that the balance of the floating body assembly is maintained.",2012,F03D  11/00; F05B2240/95; Y02E  10/72; B63B  43/06; F03D  11/04; F03D  13/22; Y02P  70/523
415397465,KR20120074054,SUPPORTING LEG APPARATUS OF FLOATING STRUCTURE,"A supporting leg device of a floating structure is disclosed. According to an embodiment of the present invention, the supporting leg device of a floating structure having a jack-up mode includes one or more legs for coming in contact with the sea-bed to support a floating structure; a blade at the bottom of a leg to be rotated; and a driving unit for rotating the blade.",2012,Y02E  10/727; E02B  17/04; B63B  35/44
415397475,KR20120074078,LEG PROTECTION HOUSING APPARATUS OF FLOATING STRUCTURE,"Disclosed is an apparatus for housing a leg protector of a floating structure. The apparatus for housing the leg protector of the floating structure according to the present invention comprises: the leg protector having a cover into which the legs are inserted, and movable along the legs; and an accommodation part arranged within the floating structure to accommodate the cover.",2012,B63B  35/44; E02B  17/04; Y02E  10/727
415397549,KR20120074163,Floating structure,"The present invention relates to a floating structure. According to an embodiment of the present invention, the floating structure operated in a sailing mode and a jack-up mode includes a main body which floats in the water and which includes a plurality of leg wells; a leg passing through a leg well; a leg guide part corresponding to the leg well to relatively move the main body and the leg in a vertical direction; a crane on the main body; and a derrick on the top of the leg guide part to extend a pipe through the leg well.",2012,B63B  35/44; B63B  27/04; Y02E  10/727; B63B  27/10; E02B  17/04
415397559,KR20120074177,UNDER STRUCTURE FOR WIND POWER GENERATOR,"Disclosed is a lower structure for a wind power generator. The disclosed lower structure for a wind power generator is for installing the wind power generator on the sea, and comprises: a base structure; a platform mounting part installed at the base structure and having an inner space in which a platform having an electric facility is capable of being mounted; a cable guide part installed at the base structure and guiding a grid cable lifted from the seabed; a cable fixing part mounted on the cable guide part and fixing the grid cable; and a cable supporting unit installed at the base structure and supporting the end portion of the grid cable to be vertically erected, wherein the end portion of the grid cable is fixed to the cable fixing part.",2012,E04H2012/006; Y02E  10/727; E02D  27/52; E04H  12/00; F03D  80/85; F05B2240/95; F03D  11/04; F03D  11/00; F03D  13/22
415397565,KR20120074193,FLOATING STRUCTURE,A floating structure is disclosed. The floating structure of the present invention includes a main body capable of floating on water; a leg vertically penetrating the main body; and a jacking unit vertically moving the leg and the main body to be able to change a speed. The jacking unit includes a gearshift unit rotating a pinion gear installed in a leg support unit of the main body and a driving unit supplying a driving force to the gearshift unit.,2012,B63B  35/44; E02B  17/08; Y02E  10/727
415401329,KR20120073999,Floating structure and Leg thereof,"The present invention relates to a floating structure and legs of the floating structure. Provided according to an aspect of the present invention is the floating structure operated in a transit mode and a jackup mode, comprising: a main body floating on the seawater and including a plurality of leg wells; legs penetrating the leg wells respectively; a leg guide part arranged on a corresponding leg well and moving the main body and the leg relatively in an up and down direction; a derrick installed on the upper part of the leg well and extending a pipe via the leg well; and at least one pipe support part installed at the leg penetrating the leg well where the derrick is installed, for limiting a horizontal displacement of the pipe extended to the sea floor.",2012,B63B  35/44; B63B  27/04; E02B  17/04; Y02E  10/727; B63B  27/10
415401337,KR20120074076,FLOATING STRUCTURE,Disclosed is a floating structure. The floating structure according to an embodiment of the present invention includes: a body capable of floating on water; a leg which vertically penetrates the body; a joint member which is connected with the lower part of the leg; a spud can combined to the leg across the joint member; and a detachable unit capable of either combine or dismantle the joint member with the spud can.,2012,E02B  17/04; B63B  35/44; E02B2017/0082; Y02E  10/727
415401363,KR20120074541,Floating structure,"The present invention relates to a floating structure. Provided according to an aspect of the present invention is the floating structure operated in a transit mode and a jackup mode, comprising: a main body capable of floating on the sea; a plurality of legs penetrating the main body in an up and down direction; a leg guide part arranged on a corresponding leg well and moving the main body and the leg relatively in an up and down direction; a derrick installed at the upper part of one among the leg guide parts and extending a pipe via the leg well of the leg guide part; and a crane installed at the derrick.",2012,B63B  27/10; E02B  17/04; Y02E  10/727; B63B  27/04; B63B  35/44
415402079,KR20120076846,ROTOR LOCK CONTROL SYSTEM OF WIND TURBINE,"Disclosed is a system for controlling a rotor lock of a wind generator. The system for controlling the rotor lock of the wind generator comprises a rotor lock disk, a rotor lock cylinder, a main bearing unit, an encoder, a control unit, and a rotor lock driving unit. The rotor lock disk is fixed in a hub of a rotor and comprises a plurality of holes which is formed around the rotation axis of the rotor. The rotor lock cylinder is installed in a main frame and fixes the rotor by inserting a fixing rod into a disk hole according to rotor lock operation signals. The main bearing unit supports the axis of a shaft which delivers the rotation force of the rotor. The encoder measures a rotation angle of the main bearing unit. The control unit generates the rotor lock operation signals by detecting one angle which corresponds to one of disk holes. The rotor lock driving unit operates the rotor lock cylinder according to the rotor lock operation signals. [Reference numerals] (110) Rotor lock equipment; (140) Communicating unit; (150) Controller; (160) Rotor lock driving unit; (200) Central control system; (AA) Shaft; (BB) Rotor; (CC) Accelerating unit or Generator",2012,F03D   7/0268; F03D   7/06; F03D  11/02; Y02E  10/727; F03D   7/0276; F03D   7/043; F03D   7/00; F05B2270/327; F03D  11/00
415403098,KR20137029872,NATURAL ENERGY EXTRACTION APPARATUS,"[??] ?? ????, ?? ???? ???? ??(??)? ???? ?? ??? ?? ????, ????? ?? ??? ?? ??? ????, ??? ?? ??? ?????, ?? ??? ?? ??? ????. [?? ??] ?? ??? ?? ???, ?? ??? ?? ???? ???? ?1 ??; ???? ?1 ??? ???? ?2 ??; ? ?2 ??? ???? ?1 ??? ?? ?? ???? ??? ??? ?? ??? ???? ?? ?? ??? ????, ? ?? ????.",2012,F03D  15/00; F05B2260/904; F03D   9/008; F03D   3/005; F03D   9/00; Y02E  10/223; F03D   3/02; F03D  13/22; F05B2240/93; Y02E  10/28; F03B   7/00; F03D   9/25; F03B  17/06; F03B  17/063; F03D   9/11; Y02E  10/38; Y02E  10/727; Y02E  10/74; F03D   9/02; F05B2240/95; Y02P  70/527; F03D  80/30; F05B2270/1011; Y02P  70/523
415407572,KR20120078503,Offshore wind farm,An offshore wind farm is disclosed. The offshore wind farm according to an embodiment of the present invention: includes multiple wind power generators; has at least one part of multiple wind power generators supported by a sedimentary layer; has the other parts of the multiple wind power generators supported by a rock layer; and has any one of the multiple wind power generators mutually connected with different adjacent wind power generators by a support member.,2012,E02D  27/52; Y02E  10/726; F03D  11/04; F05B2240/95; F03D  11/00; F03D  13/22
415410054,KR20120087722,APPARATUS AND METHOD FOR SIMULATING A LEG INSTALLATION OF A WIND TURBINE INSTALLATION VESSEL,"The present invention relates to an apparatus and method for simulating a leg installation of a wind turbine installation vessel. Provided is the method for simulating the leg installation of the wind turbine installation vessel, which includes the steps of: receiving leg measurement data about a leg of the wind turbine installation vessel and guide measurement data about a leg lifting guide; moving the leg measurement data with a preset simulation depth in parallel; producing interference information between the leg and the guide using a matching matrix between the guide measurement data and the leg measurement data which is moved in parallel; and outputting a simulation result including the interference information. [Reference numerals] (AA) Start; (BB) End; (S81) Inputting leg measurement data and guide measurement data; (S82) Processing the leg measurement data and the guide measurement data; (S83) Moving the leg measurement data with a preset simulation depth in parallel; (S84) Producing interference information between a leg and guide; (S85) Simulation relative to entire simulation depth is completed?; (S86) Simulation depth is changed; (S87) Outputting a simulation result including the interference information; (S88) Displaying the simulation result by each simulation depth",2012,G06F   9/455; G06F  19/00; G06F  30/17; B63B  35/00; F03D   9/32
415487094,ES20100778970T,Turbina eÛlica de alta mar flotante,"Turbina eÛlica de alta mar flotante (1) que comprende: una torre (2), un elemento de flotaciÛn (11) dispuesto en un extremo inferior de dicha torre, al menos un cuerpo flotante (20) conectado a la torre y que se extiende radialmente hacia fuera desde lamisma, teniendo dicho al menos un cuerpo flotante una densidad menor que la del agua y estandoconfigurado para estar sumergido por debajo del nivel del mar, y una pluralidad de elementos de conexiÛn (40) que se extienden desde el al menos un cuerpo flotante hastaun extremo superior de la torre y desde el al menos un cuerpo flotante hasta el extremo inferior de la torre,respectivamente, caracterizada por que la torre (2) tiene una secciÛn transversal localmente reducida (A) a nivel del mar.",2010,B63B  21/50; F03D  11/04; F05B2240/95; F03D  13/25; Y02E  10/727; B63B2035/446; F05B2240/93; B63B   1/048; B63B2035/442; B63B  35/44
415548074,EP20130831870,DEVICE AND METHOD FOR PLACING COMPONENTS OF A STRUCTURE,NULL,2013,B66C  23/185; B66C  23/52; F03D  13/10; F03D  13/40; Y02E  10/721; Y02P  70/523; B66C  13/06; F03D   1/06; F05B2240/95; F03D   1/00; F03D  13/20; B66C  23/18; F03D  13/25; Y02E  10/727; Y10T  29/49318
415599641,CN201280022910,Mechanical energy storage method and device,"Provided is an energy storage system configured to accumulate energy for subsequent discharge. One embodiment includes an indirect energy storage assembly configured to accept energy input from a direct storage assembly. The indirect energy storage assembly includes a converter for lifting a mass, a speed reducer coupled to the converter for increasing torque provided, and a mass coupled to the speed reducer for generating potential energy when raised. In one embodiment, the direct energy storage assembly produces energy based on descent of a mass, the descent controlled by operation of a speed increaser coupled to a generator. In one example, the speed increaser provides an input-output ratio of at least 1:100. The speed increaser can be configured based on parameters of the generator (e.g., speed and torque). The mass of the direct energy storage assembly can include a float for lifting the mass responsive to water level.",2012,F03B  13/06; F03D  11/00; F03B  13/00; F03G   7/00; F05B2260/4031; F03B  11/00; F03D   9/14; F03D   9/16; Y02E  10/38; Y02E  60/17; F03B  17/02; Y02E  10/22
415611778,CN201320561366U,Simple fixed type anchor pile,"The utility model discloses a simple fixed type anchor pile which comprises a pile body, a connecting part, a piling rod, 3-5 groups of anti-collision racks and three bottom fixing insert rods, wherein the pile body adopts a cylindrical structure, and the bottom of the pile body adopts a pinpoint-shaped structure; the connecting part is fixed at the top of the pile body, a blind hole is formed in the center of the top of the connecting part, and the bottom of the piling rod is inserted into the blind hole; the anti-collision racks are fixed in the middle of the pile body from bottom to top, each anti-collision rack is a triangular rack body structure formed by three timber piles which are mutually connected and is fixed on the pile body, and extending directions of the three timber piles of each anti-collision rack are not similar; the three bottom fixing insert rods are arranged at the bottom of the pile body respectively, an included angle between every two bottom fixing insert rods is 120 degrees, and the bottom fixing insert rods and the pile body are inserted into the water bottom synchronously. The simple fixed type anchor pile can be fixed on the bank to perform a fixed pile effect, and also can be directly beaten into the water bottom to fix a ship provisionally, so that operation at sea is facilitated; and the position of the pile body is steady after the pile body is inserted into water, and the pile body is prevented from moving due to wind power and wave thrust.",2013,B63B  21/06
415630247,DK2012PA70516,Method of installing an offshore wind turbine and a transport vessel thereof,"The present invention relates to a method of installing an offshore wind turbine and a transport vessel thereof. A part of a wind turbine is secured to a transport vessel by raising the part in a perpendicular direction relative to the transport vessel into a transport position using lifting means arranged on the transport vessel at a loading site. The transport vessel is then moved from the loading site out to an installation site. The transport vessel is secured to an offshore foundation which is located at the installation site. The wind turbine is then lowered onto an upper part of the offshore foundation using the lifting means. Finally, the transport vessel is released and moved away. This method eliminates the need for specially designed installation vessels using a crane to install an offshore wind turbine, thereby reducing the total installation costs.",2012,Y02E  10/727; F03D  13/40; E02B  17/0004; E02B2017/0091; F05B2240/95; B63B  35/003; E02B  17/02; E02B  17/08; F03D  11/00; F03D  13/10; E02B  17/00; F05B2260/02; B63B  35/00; E02B2017/0043
415648065,DE201310202566,Windkraftanlage,"Es wird eine Windkraftanlage angegeben, die bei Off-Shore-Einsatz oder bei Einsatz der Windkraftanlagen auf wenig stabilem Untergrund, z. B. Abfalldeponien, eine vereinfachte Konstruktion der Verankerung oder des Fundaments erlaubt. Dadurch, dass Turm kardanisch und um seine axiale Richtung drehbar in einer Tr‰gereinrichtung aufgeh‰ngt ist, erfolgt die Ausrichtung des Turms mit Rotor im Wind unabh‰ngig von der genauen Lage der Tr‰gervorrichtung. D. h. die Tr‰gereinrichtung kann gegen¸ber dem Untergrund zumindest kleine Lage‰nderungen durchf¸hren. Damit ist es mˆglich die Windkraftanlage auf weniger festem Untergrund, wie zum Beispiel auf einer M¸lldeponie einzusetzen. Zudem kann der Turm schlanker gebaut werden, da nur der Teil des Turms ¸ber der kardanischen f¸r das Tragen des Rotors und gegebenenfalls des Generators ausgelegt werden muss. Auch lassen sich leichte Gitterkonstruktionen f¸r den Turm einsetzen. Das Errichten der Windkraftanlage wird dadurch kosteng¸nstiger.",2013,F03D   9/25; F03D  11/04; Y02E  10/725; F03D  13/25; F03D  15/10; F03D  80/88; F05B2240/95; F05B2260/4021; F03D  15/00; B63B  39/00; F05B2240/93; Y02E  10/727
415681408,US201213981141,Annular buoyant body,"The invention relates to the field of buoyant bodies, and more particularly to an annular buoyant body (1) including a central moonpool (2), configured such that, in water, with swell of a period substantially equal to a natural period of the buoyant body (1) while it is moving with heave motion, vertical forces exerted on the buoyant body (1) by a mass of water oscillating in the central moonpool (2) in phase opposition relative to the swell, compensate at least partially for the vertical excitation forces exerted on the buoyant body (1) by the swell. The invention also relates to a method of at least partially extinguishing heave motion of the buoyant body (1) at a natural period of the buoyant body (1).",2012,B63B  35/44; B63B  39/00; F05B2240/93; B63B   1/04; B63B2039/067; B63B2241/06; Y02E  10/727; B63B  39/03; B63B  39/06; B63B2241/12; F03D  13/25; B63B2035/446; B63B2241/08
415681412,US201214006481,Mooring component having a smooth stress-strain response to high loads,"A mooring component comprises a plurality of different deformable elements formed of an elastomeric material. The component has a tensile length L and at least one of the elements has a length L?<L. As the mooring component comprises a plurality of different elastomeric elements, each having its own unique elastic (i.e. reversible) stress-strain response, the overall response of the component is a composite elastic response resulting from a combination of the responses of each of the plurality of elastomeric elements. The mooring component can form part of a mooring system for floating devices and sea-based structures such as renewable energy devices, including wave energy conversion devices, tidal turbines and tidal platforms, fish farms, oil rigs and off-shore wind farms, especially in low scope or high variability environments.",2012,B63B2021/005; B63B  21/20; Y10T  29/49826; B63B  21/00
415690133,US201314012217,Method of installing an offshore wind turbine and a transport vessel thereof,"A method of installing an offshore wind turbine and a transport vessel for use therewith in which a part of a wind turbine is secured to the transport vessel by raising the part in a perpendicular direction relative to the transport vessel into a transport position using a lifting device arranged on the transport vessel at a loading site. The transport vessel is then moved from the loading site out to an installation site. The transport vessel is secured to an offshore foundation which is located at the installation site by a holding device. The wind turbine is then lowered onto an upper part of the offshore foundation using the lifting device. Finally, the transport vessel is released and moved away. The lifting device is at least one set of jack-up device.",2013,E02B  17/0004; E02B2017/0091; F05B2240/95; E02B2017/0043; F03D   1/00; Y02E  10/727; B63B  35/003; B63B  35/00; F03D  13/10; F03D  13/40; F05B2260/02; E02B  17/08
415755195,US201214003567,Pumped-storage power plant,"A pumped storage power plant for a temporary reversible storage of energy, such as the energy available from wind power stations and/or photovoltaic systems that is fluctuating over time. The pumped storage power plant is designed as an underwater pumped storage power plant, wherein the ocean assumes the function of an upper storage basin and a pressure tank placed on the ocean floor serves as a lower storage basin. The storage of the electric energy takes place through pumping water out of the inside of the pressure tank against the hydrostatic water pressure on the ocean floor.",2012,F03D   9/007; Y02E  70/30; F03D   9/28; H02J  15/00; H02S  10/12; F03D   9/14; F03D   9/11; Y02E  10/22; Y02P  80/158; Y02P  90/50; F03B  13/06; F03D   9/10; H02J  15/003; Y02E  10/72; Y02E  60/17; F03D   9/02
415791517,JP20130550933,????,NULL,2012,B63B  35/00; B63B  39/00; B63B2241/08; Y02E  10/727; B63B  21/00; B63B2035/446; B63B2241/06; B63B  35/44; B63B   1/04; B63B  39/03; B63B  39/06; B63B2039/067; B63B2241/12; F03D  13/25; F05B2240/93
415821143,CN201310568815,Technology for manufacturing pile leg of self-elevating offshore wind power work platform,"The invention discloses a technology for manufacturing a pile leg of a self-elevating offshore wind power work platform. The technology comprises the following steps of rolled steel blanking and prefabricating, group structure prefabricating, single pipe joint manufacturing, manufacturing of all subsections of the leg, covering plate assembling, bolt hole scribing, bolt hole cutting, covering plate secondary assembling and welding, and internal seawater prevention cover assembling and welding. According to the technology, the manufacturing technology of subsection manufacturing and overall folding ultimately is adopted in the pile leg, the manufacturing precision of all the subsections is controlled, and the manufacturing accuracy of the whole pile leg is guaranteed.",2013,B23P  15/00; E02D2300/0032; E02D   5/28; E02D2250/00
415830316,CN201310546160,"Sea wind, light and wave energy power generation boat","Disclosed is a sea wind, light and wave energy power generation boat. The sea wind, light and wave energy power generation boat comprises a hull. Two reflecting barriers forming a forked opening extend outwards from the stern side of the hull. A wave guide face is arranged on the inner end sides of the two reflecting barriers in a gradually-climbing mode. The uppermost end of the wave guide face is connected with a water storage pool. A water outlet is formed in the bottom of the water storage pool. A low-head hydro-generator is arranged below the water outlet. A plurality of wind turbines and a plurality of photovoltaic cell arrays are arrayed on the hull. The wind turbines, the photovoltaic cell arrays and the low-head hydro-generator are all connected with a storage battery. Because the sea wind, light and wave energy power generation boat can berth on the sea and make multiple contacts with wind power, sunlight and waves, wind energy, light energy and wave energy can be obtained and utilized to be converted into electric energy in all aspects, efficient utilization of natural clean energy is achieved accordingly, meanwhile, consumption of petrochemical energy is reduced, and the utilization ratio of the clean energy is improved.",2013,F03B  13/22; F03D   9/11; Y02E  10/38; F03D   9/30; Y02E  10/727; F03D   9/00; B63B  35/00
415868045,CN201320493728U,Three-pile guide pipe frame foundation structure of offshore wind turbine,"The utility model discloses a three-pile guide pipe frame foundation structure of an offshore wind turbine. The three-pile guide pipe frame foundation structure comprises an upper portion rigid connection part and a working platform. The working platform is supported by a three-pile guide pipe frame which is composed of three foundation piles and three steel piles, wherein the three foundation piles are fixed on a seabed, and the three steel piles are fixedly connected with the three foundation piles in a one-to-one corresponding mode. The cross sections of the three steel piles are in the shape of a regular triangle, and a cone-shaped body is defined by the three steel piles, wherein the cross section area of the cone-shaped body has a large lower end and a small upper end and is gradually decreased from bottom to top. The steel piles are welded and strengthened through X-shaped steel connection parts. According to the three-pile guide pipe frame foundation structure of the offshore wind turbine, on the premise that a draught fan stably operates, compared with a current four-pile guide pipe frame foundation which is widely used, one pile leg is eliminated in the three-pile guide pipe frame foundation structure, and the three-pile guide pipe frame foundation structure has the advantages of being simpler in structure, lower in weight, more convenient to manufacture, transport and install, lower in cost and the like.",2013,E02D  27/16; E02D  27/52
415868049,CN201320493736U,Connection structure of offshore fan guide pipe frame and seabed pile foundation,"The utility model discloses a connection structure of an offshore fan guide pipe frame and a seabed pile foundation. The connection structure comprises cylindrical pile feet on a fan guide pipe frame foundation and tubular seabed piles, wherein the pile feet correspond to the seabed piles in a one-to-one mode. The pile feet are inserted from tube openings in the upper ends of the seabed piles and suspended in the seabed piles, and annular stoppers are arranged between the inner walls of the seabed piles and the inserted head portions of the pile feet. Annular grouting cavities are defined by the annular stoppers, the pile feet and the seabed piles. High-position grouting pipes and low-position grouting pipes are arranged in the pile feet, high-position grouting openings and low-position grouting openings communicated with the grouting cavities are correspondingly formed in the walls of the pile feet, the high-position grouting pipes are in butt joint with the high-position grouting openings, and the low-position grouting pipes are in butt joint with the low-position grouting openings. The connection structure of the offshore fan guide pipe frame and the seabed pile foundation is stable and safe so as to adapt to the structural features of offshore wind power foundations.",2013,E02D  27/42; E02D  27/44; E02D  27/52
415868053,CN201320603536U,Offshore wind turbine foundation with concrete caisson and steel pipe frame steel structure combined,"The utility model discloses an offshore wind turbine foundation with a concrete caisson and a steel pipe frame steel structure combined, wherein the offshore wind turbine foundation with the concrete caisson and the steel pipe frame steel structure combined is mainly applied to rock layer seabed foundations good in bearing capacity, a concrete caisson body in which a filling cavity with an opening facing upwards is arranged is adopted, mounting connecting holes fixedly connected with pile legs are formed in the concrete caisson body, after the concrete caisson body is placed on a preprocessed seabed, sand is filled into the filling cavity so that the weight of the concrete caisson body can be increased, an offshore wind turbine is effectively prevented from overturning, meanwhile, the concrete caisson body can be transported and hung conveniently, and the offshore wind turbine foundation with the concrete caisson and the steel pipe frame steel structure combined has the advantages of being convenient to construct and low in cost.",2013,E02D  27/52; E02D  27/42
415876115,CN201320539170U,Sea wave simulation device,"The utility model discloses a sea wave simulation device. The device comprises a variable-speed motor, an output shaft of the variable-speed motor is connected with a sinusoidal motion mechanism, the sinusoidal motion mechanism is connected with a push plate, the push plate is arranged at one end of a pool, and the pool has a water circulation device. Through cooperation between the variable-speed motor and the sinusoidal motion mechanism, enough power is generated in the pool with a bend to push the movement of water to form sea waves so as to simulate an environment most close to real sea waves; with the water circulation device, cyclic water utilization and continuous wave making are realized and resources are saved; and the design of the bend enables water flow to produce more vivid and more real sea wave motion and enables an offshore wind turbine to be in a real sea environment.",2013,G01M  10/00
415900568,DK20100194166T,Anordning og fremgangsmÂde til transport af en vindm¯llerotor,NULL,2010,F05B2250/232; F05B2250/314; F03D   1/00; F03D  13/40; F05B2230/6102; Y02E  10/727; Y02P  70/523; B63B  35/00; B63B  35/003
416027088,EP20140708530,SYSTEM AND METHOD FOR TRANSPORTING AND TESTING A CRANE INTENDED FOR USE IN AN OFFSHORE WIND TURBINE,NULL,2014,B66C  23/62; G01M  99/007; B66C  23/207; B66C  23/365; B66C  23/20; B66C  23/36; B66C  23/74
416052341,ES20070705131T,InstalaciÛn de estructuras marÌtimas,"Aparato (24) para su uso en el soporte de una estructura marÌtima (10) que incluye un eje, m·stil o torre (12)longitudinalmente extenso, comprendiendo el aparato (24): un bastidor (26) que incluye una parte de acoplamiento (28) configurada para acoplar el eje, m·stil o torre (12) una pluralidad de patas (30) configuradas para reposar sobre una superficie de soporte (70) subyacente yuna pluralidad de formaciones de elevaciÛn (32) configuradas para la fijaciÛn a cables o eslingas (34) deelevaciÛn y mediante las que se eleva operativamente el bastidor (26), estando configurado el bastidor (26) para soportar y transportar la estructura marÌtima (10) con el eje, m·stil otorre (12) en una condiciÛn sustancialmente vertical, caracterizado por que cada pata (30) incluye un pie ajustable (66), siendo mÛvil cada pie (66) entre una condiciÛn extendida y unacondiciÛn retraÌda y donde el aparato (24) comprende adicionalmente un equipamiento de control (67A)operativo para controlar el movimiento de cada pie (66).",2007,B63B  35/003; B66C   1/108; E02B2017/0091; F05B2240/95; E02D  27/42; E02B  17/0004; F03D  13/25; Y02P  70/523; B66C  23/18; B66C  23/42; E02D  27/425; F03D  11/00; B63B  75/00; F03D  11/04; F03D  13/40; B66C   1/10; B66C  23/185; B66C  23/52; E02B  17/00; F03D  13/22; B63B   9/06; B63B  35/00; F03D  13/10; B63B  27/10; B66C   1/42; E04H  12/34; F03D   1/00; F05B2230/6102; Y02E  10/727
416081326,CN201310728468,Offshore wind turbine foundation full-time coupling fatigue analyzing method and system,"The invention relates to an offshore wind turbine foundation full-time coupling fatigue analyzing method and system. The method includes utilizing SACS software to build an offshore wind turbine foundation and a tower model; outputting a foundation structure data file precede.$PJ; operating BLADED software to read the foundation structure data file precede.$PJ and conducting fatigue work condition load calculation; operating the SACS software to read fatigue load under various work conditions and calculated through the step C and corresponding spectrum parameters, calculating and accumulating fatigue damage under various work conditions and calculating the fatigue service life. The system comprises a modeling module, a model output and storage module, a fatigue work condition load calculation module and a fatigue service life calculation module. By means of the method and system, fatigue calculation and frequency domain and time domain analysis under wind wave flow full-time coupling and fatigue coupling analysis with fatigue load work conditions combined with spectrum curves can be conducted on an offshore wind turbine foundation.",2013,G01M  99/00
416106114,CN201320617247U,Anti-flushing device of offshore wind power base structure,"The utility model discloses an anti-flushing device of an offshore wind power base structure. The anti-flushing device of the offshore wind power base structure comprises a conical flow guide device which is arranged on the periphery of a pile and located on a mud line. An apron board is arranged below the conical flow guide device and arranged in seabed soil. The conical flow guide device is a conical cap. The gradient of the conical flow guide device is 3: 1. If the diameter of the pile is no larger than 2m, the height of the apron board is 2.5 times the diameter of the pile. If the diameter of the pile is larger than 2m, the height of the apron board is 1.5 times the diameter of the pile. The radius of the apron board is equal to that of a scour pit. The height of the apron board is equal to the depth of the scour pit. Compared with a traditional method, the anti-flushing device of the offshore wind power base structure has the advantages that regular check and maintenance are not needed; added structural cost is little and can be neglected; the anti-flushing effect is good and the dynamic property of the structure will not change in the service period.",2013,E02D  31/06
416123012,KR20137004561,SUPPORT STRUCTURE FOR AN OFFSHORE WIND TURBINE,"???? ???? ?? ?? ??(8) ?? ?? ??? ???? ?? ?? ???(114, 116, 118)? ???? ???? ???? ??? ??(120)?? ???? ?? ?? ?? ???? ?(114)? ???, ?? ?? ???? ?????? ??? ???? ?? ? ???? ???? ???? ???(118)?? ?? ?? ????? ????.",2011,F05B2240/95; B63B   5/14; Y02E  10/727; F03D  11/04; F03D  13/25; B63B  21/502; B63B2035/446; E02B  17/02; E02D  27/42; B63B  35/00; E02D  27/52; F03D  13/22; F05B2240/93; B63B  35/44; E02D  27/425
416123530,KR20137028473,Wind Power Plant,"??? ?? ?? ???? ???? ??? ?????? ???? ?? ??? ??? ?????, ?? ??? ?? ???? ???? ????, ?????? ??? ? ?? ??? ???, ??? ???? ????? ?? ?? ?????? ??? ? ?? ?? ????? ????? ??, ?? ?? ?? ???? ???? ?????? ????? ??? ??? ????, ????? ??? ????, ?1 ??? ??? ??? ??(horizontal plane projection)? ?? ??? ???? ????? ????, ?2 ??? ??? ??? ?? ???? ???? ???? ??? ???? ?? ???? ???? ??? 6?? ???? ???? ??????, ??? ??? ???? ???? ??? ??? ?? ??? ?? ??? ?? ???? ??? ?? ??? ??? ???? ?? ??? ??.",2012,B63B  35/00; F03D   3/067; F03D  11/00; B63B2035/446; B63B2241/08; F03D   3/005; F03D   9/00; Y02E  10/727; Y02E  10/74; B63B  21/50; F03D   3/06; F03D  13/25; F05B2240/93; B63B  35/44
416124415,KR20120082413,Floating structure,"The present invention relates to a floating structure. According to an aspect of the present invention, provided is a floating structure having a jackup mode comprising: a main body floating on the water and including a moon pool and a plurality of leg wells; legs penetrating the leg wells respectively; leg guide parts arranged on the leg wells and making the main body and the legs do relative motion in an up and down direction; a crane module installed in the main body and capable of installing a wind power generator; guide rails extending along the periphery of the moon pool; and a derrick module moving along the guide rails and attachably installed at the main body.",2012,B63B  27/04; E02B2017/006; B63B  35/44; B66C  23/52; E02B  17/021; B66C   9/18; E02B2017/0082; B66C  23/185; B63B  27/10
416124439,KR20120082506,Wind turbine installation vessel,"The present invention relates to a wind turbine installation vessel. According to an aspect of the present invention, provided is a wind turbine installation vessel in order to install a marine wind power generator, comprising: a hull providing legs and leg supports; and a plurality of platforms installed protruding toward sides on both sides of the hull and installing coupling units each of which includes a nacelle, a hub rotatably connected to the nacelle, and a first blade and a second blade coupled to the hub. The platform includes a first blade hole formed to make the first blade extend in one direction on the deck of the hull; and a second blade hole.",2012,F03D  11/00; F05B2240/95; Y02E  10/727; B63B  17/00; B63B  35/00; Y02E  10/726
416137007,KR20120088672,Mooring apparatus for offshore wind power generator,"A mooring device for an offshore wind generator is disclosed. A mooring device according to an embodiment of the present invention is for an offshore wind generator comprising a tower, and comprises a penetration unit which a tower is penetrated; a floating platform which is for a vessel approaching to the tower to be moored; and a passage providing unit for providing a passage connecting an entrance formed on the side surface of the tower from the platform.",2012,B63B  35/00; E02B   3/26; B63B  35/44; E02B   3/064; Y02A  30/36; E02B   3/20; E02B   3/24
416137229,KR20137022503,AN ANNULAR BUOYANT BODY,"? ??? ???? ??? ?? ????, ?? ????? ?? ??(2)? ???? ?? ???(1)??, ???, ???? ?????? ???? ?? ??? ???(1)? ????? ????? ??? ??? ??? ????, ??? ?? ?? ???? ?? ??(2) ??? ???? ?? ??(mass of water)? ?? ???(1)? ???? ?? ???, ??? ?? ???(1)? ???? ?? ???(vertical excitation forces)?? ??? ????? ????? ????? ?? ???(1)? ?? ???. ?? ? ??? ???(1)? ?????? ???(1)? ????? ??? ????? ??? ??? ?? ???.",2012,B63B   1/04; B63B  39/03; B63B  39/00; B63B2035/446; B63B2241/12; F03D  13/25; Y02E  10/727; B63B  35/44; B63B2241/08; B63B2039/067; B63B2241/06; F05B2240/93
416143014,KR20130147169,LEVELLING TESTER FOR TRANSITION PIECE OF WIND POWER PLANT,"The present invention relates to a simulation tester for a leveling machine for leveling a transition piece being connected to the monopile of an offshore wind power generator, wherein the simulation tester for testing the control properties of multiple leveling cylinders comprises: a bottom body laid on the ground; multiple posts erected along the edges of the bottom body; an upper body having connection arms of which the number is identical to the number of the posts, wherein the connection arms integrally coupled to each other have end portions coupled to the tops of the respective posts; a main cylinder connected to the lower side of the upper body and suspended from the lower side of the upper body vertically downwards; a pressing plate connected to the piston of the main cylinder and arranged in a space between the bottom body and the upper body; multiple auxiliary cylinders connecting the lower side of the upper body and the upper side of the pressing plate, and allowing the pressing plate to be applied with an eccentric load; a ring placed on the upper side of the bottom body and functioning as the monopile; the leveling cylinders connecting the lower side of the pressing plate and the ring, and controlled to maintain the level of the pressing plate when the pressing plate applied with the eccentric load is tilted; and a controller controlling the main cylinder, the auxiliary cylinders, and the leveling cylinders.",2013,E02D2200/1607; E02D  33/00; G01M  99/00; E02D2600/10; F03D  13/22; H02K   7/1838; F03D  11/00
416144139,KR20120096437,FLOATING GENERATION APPARATUS,"Disclosed is a floating type power generation apparatus. The power generation apparatus includes: a hull capable of floating on water; a rotation body which is arranged inside the hull, with the ability to rotate, and which has a sphere shape or a hemisphere shape; a plurality of permanent magnets arranged on the surface of the rotation body with alternating north and south poles; and more than one coil arranged on the hull. Therefore, when the hull is floating on water and the rotation body is rotating, an electromotive force is generated from more than one coil. Furthermore, the power generation apparatus includes a charging unit connected to the coil, a pendulum element connected to the rotation body, and a sail element arranged on the hull.",2012,F03B  17/062; F03D   9/11; F05B2260/42; F03G   7/00; F05B2220/7068; F03B  13/141; F03B  17/02; F03G   3/06; Y02E  10/20
416169946,US201314026668,Vertical axis wind turbine with cambered airfoil blades,A wind turbine having blades that rotate in a horizontal plane about a vertical axis. A single output shaft is directly connected by one-way bearings to the driven shaft of a permanent magnet generator. This eliminates the need for a gearbox and also eliminates the need for inverters. Friction losses are further reduced by suspending the vertical shaft with magnetic bearings. Airfoils are positioned in a specific vertical design so that they cup the wind on a lower concave portion of the airfoil for self-starting capability. Stealth radar-absorbing mesh and faceted mounting structures reduce scrambling of radar returns.,2013,F03D   9/00; F03D   9/25; F03D   7/00; F03D   3/005; F03D   3/065; F05B2240/95; F03D  80/70; F03D   3/00; F03D  15/20; Y02E  10/74; F03D   3/06
416173819,US201314028745,Supporting structure for offshore wind power generator,"Disclosed herein is supporting structure for an offshore wind power generator. The supporting structure includes lower support part and main body part. The lower support part includes lower concrete part which is provided on a base installed on the sea floor and is reduced in width from the bottom thereto to the top, at least one lower hollow space which is formed in the lower concrete part, and a lower inner-pipe which is attached to the inner surface of the lower hollow space. The main body part is coupled to an upper end of the lower support part. The main body part includes a main-body concrete part, at least one main-body hollow space which is formed in the main-body concrete part and communicates with the lower hollow space, and a main-body inner-pipe which is attached to a circumferential inner surface of the main-body hollow space.",2013,E02B  17/02; E02B2017/0091; F05B2240/95; E02B  17/00; E02B  17/025; E02D  27/52; F03D  13/22; Y02E  10/727; F03D  11/04
416173934,US201313954828,Floating offshore wind turbine with tuned mass dampers,"A floating offshore wind turbine comprises a rotor with a plurality of blades, a nacelle and a nacelle support structure having a central longitudinal axis. A plurality of tuned mass damping configurations is arranged around the central longitudinal axis of the nacelle support structure to dampen vibrations in all 6 degrees of freedom.",2013,F03D  11/04; B63B  21/502; B63B2035/446; E02B  17/0004; F05B2260/96; F05B2250/33; B63B  39/005; F03D  80/00; Y02E  10/726; F03D  13/25; E02B2017/0091; F05B2240/93; Y02E  10/727
416229138,US201214006900,"System for converting wind energy into electrical energy through the flight of power wing profiles tethered to the ground by cables of a fixed length, without passive phases, and with automatic adaptation to wind conditions","Wind energy is converted into electrical or mechanical energy through the flight of at least one power wing profile tethered via one or more cables to a ground unit moved by the power wing profile along a path of alternating displacement for driving a generator, where the path of alternating displacement is orientable so as to set itself in a direction substantially orthogonal to the direction of the wind. During the phases of flight of the power wing profile in conditions of generation of energy the length of the cables is kept constant.",2012,F05B2240/93; Y02E  10/721; F03D   9/25; F05B2240/311; F03D   5/02; F05B2240/94; Y02E  10/727; F03D   9/00; F03D  13/20; H02P   9/04; Y02E  10/70; Y02E  10/725; F05B2240/941; F05B2240/95
416291753,EP20130838067,OFFSHORE WIND POWER COMPLETE MACHINE FLOATING METHOD,"A method for transporting an offshore turbine in a floating manner is disclosed in which a frame construction is mounted on a deck of a transportation and installation ship; a wind turbine foundation connected to a transition segment is prepared in advance; the transition segment is extended from the frame construction; the wind turbine foundation is temporarily secured with the frame construction; the wind turbine tower, wind turbine head and blades are hoisted in turn and then are assembled to form an entire wind turbine machine; and finally the entire wind turbine machine is conveyed to the installation place. The method for transporting an offshore turbine in a floating manner according to the invention may achieve transporting the entire wind turbine machine in a single step, facilitate easy operation and obtain high success rate. For a huge offshore wind turbine machine, there is also no need for using large hoisting machine and convey ship to perform offshore work and accordingly, the inventive method reduces cost in a great scale compared to prior art technology. Moreover, as the wind turbine foundation, wind turbine tower, wind turbine head, as well as the wind turbine blades may maintain the same attitude throughout the manufacture, transportation and use, risk of causing damage to components of the wind turbine is reduced significantly; thereby assisting in achieving anti-damage requirement for the entire structure and further reducing construction cost.",2013,E02B  17/00; Y02P  70/523; F03D   1/00; F03D  11/04; F03D  13/20; F05B2230/6102; Y02E  10/727; B63B  35/00; F03D  13/40; B63B  35/003; E02B  17/02; E02B2017/0047; E02B2017/0091; F05B2240/95; F03D  13/25; F03D  13/22
416340787,CN201310374475,Method of installing an offshore wind turbine and a transport vessel thereof,"The present invention relates to a method of installing an offshore wind turbine and a transport vessel thereof. A part of a wind turbine is secured to a transport vessel by raising the part in a perpendicular direction relative to the transport vessel into a transport position using lifting means arranged on the transport vessel at a loading site. The transport vessel is then moved from the loading site out to an installation site. The transport vessel is secured to an offshore foundation which is located at the installation site. The wind turbine is then lowered onto an upper part of the offshore foundation using the lifting means. Finally, the transport vessel is released and moved away. This method eliminates the need for specially designed installation vessels using a crane to install an offshore wind turbine, thereby reducing the total installation costs.",2013,B63B  35/00; E02B  17/08; E02B2017/0043; F03D  11/00; F03D  13/10; E02B2017/0091; F05B2240/95; F05B2260/02; Y02E  10/727; B63B  35/003; E02B  17/0004; F03D  13/40; F03D  13/25
416340803,CN201310704160,Fixing hoop device for offshore wind turbine transportation,"The invention discloses a fixing hoop device for offshore wind turbine transportation. The fixing hoop device for offshore wind turbine transportation comprises a hoop platform, wherein a front hoop arm and a rear hoop arm are arranged at the front end and the rear end of one side of the hoop platform respectively, the front hoop arm is provided with a front telescopic rod and a front driving device, the lower portion of the front hoop arm is provided with a front baffle and a front baffle driving device, and the other side of the front telescopic rod is connected with a front sliding block which can slide on the front hoop arm; the rear hoop arm is provided with a rear telescopic rod and a rear driving device, the lower portion of the rear hoop arm is provided with a rear baffle and a rear baffle driving device, and the other side of the rear telescopic rod is connected with a rear sliding block which can slide on the rear hoop arm; an outer baffle is further arranged between the sliding block and the rear sliding block in a connected mode. The fixing hoop device for offshore wind turbine transportation has the advantages that the hoop device can fix a wind turbine tower through the baffles in the four directions, the structure is simple, the number of operation steps is small, transportation is reliable and stable, the safety of offshore wind turbine transportation is improved, and overall offshore wind turbine transportation cost is also effectively lowered.",2013,F03D  13/40; F03D  11/00; F03D  80/00; Y02E  10/722
416395909,CN201320474979U,Wind wave power generating device,"A wind wave power generating device comprises a pair of floaters, a wave rotor, a wind rotor and a generator, wherein the floaters are arranged left and right through the connection of a framework; the wave rotor comprises a wave rotor rotating shaft transversely placed on the framework and wave rotor blades evenly distributed on the wave rotor rotating shaft in the radial direction, and a wave rotor driving gear is mounted on one side of the wave rotor rotating shaft; the wind rotor comprises a wind rotor rotating shaft vertically placed on the framework and wind rotor blades evenly distributed on the wind rotor rotating shaft in the radial direction, and a wind rotor driving gear is mounted at the lower part of the wind rotor rotating shaft; the generator is fixed on the framework, a motor shaft driving bevel gear is mounted on the motor shaft of the generator; the wave rotor driving gear is connected with the motor shaft driving bevel gear through a wave rotor gear transmission mechanism, the wind rotor driving gear is connected with an output bevel gear at the tail end of the wave rotor gear transmission mechanism through a wind rotor gear transmission mechanism. The wind wave power generating device provided by the utility model is high in generating efficiency, has a simple structure, and is convenient to manufacture.",2013,Y02E  10/38; F03D   9/00; Y02P  70/523; F03B  13/14; Y02E  10/725
416426968,US201214115336,"Generator rotor, assembly method and related insertion tool","Generator rotor comprising a rotor rim and a plurality of permanent magnet modules and a plurality of anchors arranged at an outer or inner circumference of the rotor rim such that the anchors substantially fix the permanent magnet modules to the rotor, wherein the permanent magnet modules comprise a base having a bottom surface, two axially extending side surfaces and a top surface, and one or more rows of magnets mounted on said top surface, wherein the two side surfaces of the permanent magnet modules each comprise an axially extending groove, and wherein the anchors have a shape that substantially fits exactly in axially extending grooves of neighboring permanent magnet modules.",2012,F03D   9/00; H05K 999/99; H02K   1/27; H02K   7/1838; H02K2213/12; Y02E  10/725; F03D   9/25; H02K  15/03; H02K   7/18; Y10T  29/49012; H02K   1/278; Y10T  29/53143; F03D  15/20
416522058,EP20140711677,SUPPORT ELEMENT WITH AN ADJUSTABLE ATTACHMENT,NULL,2014,Y02E  10/727; F05B2240/941; F03D  13/40; F05B2240/931
416549083,RS2013P000389,AEOLIAN SYSTEM FOR CONVERTING ENERGY THROUGH POWER WING AIRFOILS,NULL,2011,F03D   5/00; F03D   5/06; B63H   9/00; F05B2240/921; Y02E  10/70
416564808,CN201310714133,Combined air-bag wind and wave hybrid floating power generation platform,"The invention discloses a combined air-bag wind and wave hybrid floating power generation platform. A single platform comprises a floating cylinder, a base is fixedly arranged at the just middle of the top of the floating cylinder, a draught fan tower is fixedly arranged on the base, a horizontal axial draught fan is fixedly arranged at the top of the draught fan tower, a cylindrical air bag is fixedly arranged in the floating cylinder, an air inlet/outlet is arranged at the top of the air bag and connected with an air pressure power generation device for the air bag, a pair of cylinder wall opening are formed on the side wall of the cylinder, a connecting device which can do vertical plane revolution and translation in the cylinder wall opening and a connecting channel are arranged at each cylinder wall opening, the connecting device is connected to the outer wall of the connecting channel, the two ends of a parallel shaft dual-rod rack respectively pass through the connecting channel and extend into the floating cylinders of two platforms to be bonded with air bags of the two platforms, and a plurality of platforms are connected in a pairwise manner. By the combined air-bag wind and wave hybrid floating power generation platform, height difference between the platforms caused by wave is converted to extrusion and stretching action of a connecting rod on the air bags, mechanical energy is formed by changing air pressure of the air bags to achieve an effect of power generation from wave energy, power can be generated in whole journey, and power generation efficiency is high.",2013,B63B  35/00; Y02E  10/725; F03D   9/00
416564836,CN201410009058,Novel tugboat utilizing high-altitude wind energy,"The invention discloses a novel tugboat utilizing high-altitude wind energy and relates to an auxiliary power device of a large boat. The novel tugboat comprises a water-level platform system (1), an underwater resistance and heading system (2) and an overhead power sailing system (3), wherein the underwater resistance and heading system (2) is arranged below one end of the water-level platform system (1); and the upper side of the water-level platform system (1) is connected with the overhead power sailing system (3). According to the novel tugboat disclosed by the invention, the conventional wind energy utilizing device is moved to a separate and independent small boat body from the boat body, and traction force is transmitted back to the boat, so that various examination and authentication work which is needed in a boat reconstruction process of additionally arranging various devices such as various sails and kites on the existing large boat is avoided.",2014,B63B2001/102; B63B  35/66; B63H   9/00; B63B  35/68; B63B  21/56; B63H   9/069
416572320,CN201310714134,Combined oscillation floater power generation platform,"The invention discloses a combined oscillation floater power generation platform for ocean. The combined oscillation floater power generation platform comprises an upper platform and a lower platform, wherein the upper platform and the lower platform are shaped as triangle, triangular parts between the upper platform and the lower platform are connected via pile legs, a wave power generation device is arranged below the lower platform and comprises a generator, a crank, a permanent magnet and a floater, the generator at the uppermost part is electrically connected with a power collection device and fixedly connected to the upper end of the crank, the lower end of the crank is hinged with the upper end of a sliding sleeve, the sliding sleeve is coaxially sleeved in a fixed sleeve, the fixed sleeve is fixed under a deck of the lower platform, an iron core is arranged in the sliding sleeve and fixedly connected with the fixed sleeve via an insulation support, a coil wraps the iron core, the iron core, the permanent magnet is fixedly arranged on the inner wall of the sliding sleeve, the lower end of the sliding sleeve is fixedly connected with the floater via a connecting rod, the floater is in contact with sea surface, and an electrode changing and power collection device is arranged on the outer side wall at the upper part of the fixed sleeve and electrically connected with the coil. The combined oscillation floater power generation platform is less susceptible to climate influence, can generate power in whole journey, and can generate power stably.",2013,F03B  13/14; Y02E  10/38; F03B  11/00; F03D   9/25; H02K  35/02; Y02E  10/226; F03D   9/00; Y02E  10/725
416606315,CN201320665014U,Offshore-wind-turbine maintaining gangway ladder on high sea conditions,"The utility model discloses an offshore-wind-turbine maintaining gangway ladder on high sea conditions, and belongs to the technical field of offshore wind power generation. Two ends of the gangway ladder are connected to a maintaining boat and a wind turbine base platform respectively through elastic connecting devices. Electromagnetic adsorption devices are connected to the elastic connecting devices. The two ends of the maintaining gangway ladder are in elastic connection with the wind turbine base platform and the maintaining boat respectively, and the middle structure of the maintaining gangway ladder are designed in an elastic mode, so that fluctuations of the maintaining boat along with waves can be compensated constantly, and reliability in connection of the two ends of the gangway ladder and safety of people landing are improved. By the offshore-wind-turbine maintaining gangway ladder which is simple in structure and low in production cost, maintaining cost of offshore wind turbines is reduced to some extent, offshore-wind-plant maintaining workers can safely and reliably land on the wind turbine base platform through the maintaining boat, and maintaining difficulty and cost of offshore wind plants are greatly lowered.",2013,B63B  27/14
416628857,DK20070705131T,INSTALLATION AF OFFSHORE-KONSTRUKTIONER,NULL,2007,B63B  35/003; B66C   1/108; F03D  13/10; B66C  23/18; B66C  23/42; B63B   9/06; B63B  35/00; B63B  75/00; E02B2017/0091; E02D  27/425; F03D  11/00; F05B2240/95; Y02P  70/523; B66C   1/42; E04H  12/34; F03D  13/22; F05B2230/6102; Y02E  10/727; F03D  11/04; B66C  23/185; E02B  17/0004; E02D  27/42; F03D   1/00; F03D  13/25; F03D  13/40; B63B  27/10; B66C   1/10; B66C  23/52; E02B  17/00
416652239,CA20132826342,DAMPING TOWER SHIFTING IN WIND TURBINE SYSTEMS,"A wind turbine system comprising: a tower; a nacelle which is supported on the tower; a plurality of blades which are rotatably supported to the nacelle via a hub; and a generator which generates electricity by rotating the blades, wherein in case the tower shifts from vertical direction, a pitch angle of each of the plurality of blades or a yaw angle of the nacelle with respect to wind direction in the wind turbine system is controlled so that a force with an opposite direction to the tower shifting direction is added to the plurality of blades by wind force.",2013,F03D   7/024; F05B2240/93; Y02E  10/721; F03D   7/00; F03D   7/0224; F03D   7/0204; F05B2240/95; F03D   7/02; Y02E  10/723
416663734,US201313899141,Wind turbine rotor blade components and methods of making same,Structural preform layers of multiple rigid unidirectional strength elements or rods are constructed and arranged for use in fabricating load-bearing support structures and reinforcements of wind turbine blades. Individual preform layers include multiple elongate unidirectional strength elements or rods arranged in a single layer along a longitudinal axis of the preform layer. Each preform layer includes one or more fibrous carrier layers to which the multiple strength elements or rods are joined and arranged in the single layer. Each strength element or rod is longitudinally oriented and adjacent to other elements or rods. Individual strength elements or rods include a mass of substantially straight unidirectional structural fibers embedded within a matrix resin such that the elements or rods have a substantially uniform distribution of fibers and high degree of fiber collimation. The relative straightness of the fibers and fiber collimation provide strength elements or rods and the preform layers with high rigidity and significant compression strength.,2013,B29C  70/08; B29C  70/083; B63H   1/26; F05B2220/30; Y10T  29/49787; B29B  11/16; B29L  31/08; F03D   9/25; F04D  29/38; F05B2230/20; Y02E  10/725; B29L2031/085; F05B2280/6003; Y10T  29/49632; B29C  70/023; B29D  99/00; B29D  99/0028; B29C  70/02; Y02P  70/523; Y10T  29/49337; Y10T  29/4979; B23P  15/04; F03D   1/06; F03D   1/0675; F03D  80/00; Y02E  10/722; Y10T 156/10; Y02E  10/74; F05B2240/2211; Y02E  10/721
416665309,US201314097632,Offshore combined power generation system,"A combined offshore system for generating electricity includes of an offshore windmill unit with a generator for extracting power from wind and transferring it into electricity, a electricity export cable connected to the windmill for exporting produced electricity to offshore or onshore consumers, and at least one offshore wave power unit for extracting power from waves. This offshore wave power unit is characterized in that electricity produced by the wave power unit is transferred via the same electricity export cable as the electricity generated by the windmill unit.",2013,F03B  13/00; Y02E  10/725; Y02E  10/38; F03B  13/14; F03D   9/00; F03D  13/25; F03D   1/00; F03D   9/008; F03D   9/255; F03B  13/20; Y02E  10/727
416780008,JP20120185604,SAIL HAVING GRID STRUCTURE,"PROBLEM TO BE SOLVED: To provide a sail having a sail grid structure with a grid structure capable of flexibly changing a sail configuration according to change of a purpose of use of a sailing ship.SOLUTION: In a sail 10 having a grid structure, an outer frame 14 is defined therein and a plurality of panel attaching frames having an internal space respectively are formed. The sail 10 is configured so that functional panels such as first photovoltaic power generation panels 22 and 24, a wind power turbine panel 26, first blowout panels 28 and 30 can be attached on the panel attaching frames respectively.",2012,Y02E  10/727; B63H   9/06; B63B  35/00
416790967,ES20120031548,Procedimiento de instalaciÛn de una plataforma flotante,Procedimiento de instalaciÛn de una plataforma flotante. Permite simplificar la instalaciÛn de plataformas flotantes que comprenden un cuerpo central (1) alargado de cuya parte inferior parten patas (2) destinadas a fijar la plataforma a unos anclajes dispuestos en el fondo marino. Comprende los pasos de a) instalaciÛn en las patas (2) de unos flotadores (4) alargados ubicados en posiciÛn sustancialmente vertical; b) puesta a flote de la plataforma; c) transporte de la plataforma hasta el emplazamiento; y d) fondeo de la plataforma en el emplazamiento.,2012,B63B  21/50; F03D  13/20; B63B2021/505; B63B2035/446; B63B  38/00; B63B  75/00; F03D  11/04; B63B   1/107; B63B  35/00; B63B  35/44
416790969,ES20120031549,EmbarcaciÛn para instalar una plataforma flotante y procedimiento de instalaciÛn de una plataforma flotante que emplea dicha embarcaciÛn,"EmbarcaciÛn para instalar una plataforma flotante y procedimiento de instalaciÛn de una plataforma flotante que emplea dicha embarcaciÛn. Permite simplificar la instalaciÛn de plataformas flotantes que comprenden un cuerpo central (1) alargado de cuya parte inferior parten patas (2) destinadas a fijar la plataforma a unos anclajes dispuestos en el fondo marino (5). La embarcaciÛn comprende: a) una acanaladura (4) longitudinal pasante hasta el fondo de la embarcaciÛn, y que deja abierta una parte de la proa (5) de la embarcaciÛn; y b) una pluralidad de hendiduras (6, 7) ubicadas en el fondo de la embarcaciÛn, donde la acanaladura (4) y las hendiduras (6, 7) est·n formal y dimensionalmente configuradas de tal manera que encajan con al menos alguna de las patas (2), de modo que las patas (2) son insertables, al menos parcialmente, en las hendiduras (6, 7) para vincular la plataforma a la embarcaciÛn.",2012,F03D  13/25; B63B   1/042; E02B2017/0039; F03D  11/04; F03D  13/20; Y02E  10/727; E02B  17/00; F05B2240/93; E02B2017/0091; F05B2240/95; B63B  35/00; B63B  35/003; B63B  35/28; E02B2017/0065; F03D  13/40; E02B  17/027; B63B  38/00; E02B2017/0047; B63B2001/044; B63B2021/505; B63B2035/446
416792060,DK20090734886T,S¯jlestabiliseret offshore-platform med vandindfangningsplader og asymmetrisk fort¯jningssystem til st¯tte for offshore-vindm¯ller,NULL,2009,F03D  13/25; F03D  80/00; Y02E  10/727; F03D  17/00; E02B   9/00; E04H2012/006; F03D   9/25; Y02E  10/22; B63B  39/03; B63B  39/06; E02B  17/04; F03D   7/0204; F05B2240/95; Y02E  10/725; B63B   1/107; B63B  35/44; B63B2039/067; E02B2017/0091; F03D   9/257; F05B2240/93; B63B  35/00; B63B2035/446; F03D  13/10
416792140,DK20110168879T,Montering og/eller vedligeholdelse af en vindm¯lle,NULL,2011,F03D   1/06; Y02E  10/721; F03D  13/10; F05B2230/61; F05B2240/95; F03D   1/0658; F05B2230/604; Y02E  10/727; Y02P  70/523; F03D   1/00
416822327,CN201180072456,Alternative mechanical and electrical concept for offshore wind farms,"An offshore wind turbine assembly (100) is disclosed. The offshore wind turbine assembly (100) comprises cable meshes or networks arranged on at least two respective levels along the longitudinal direction (111) of the towers (110) of floatable wind turbines (102) in the offshore wind turbine assembly (100). The cable mesh at each level interconnects the wind turbines (102) in the assembly (100) so as to substantially maintain the position of each wind turbine (102) relatively to the assembly (100) when the entire assembly (100) is located at an offshore position. By means of the arrangement of cable meshes, an upright orientation of the tower (110) of each wind turbine (102) in the assembly (100) can be achieved by appropriately setting the interlevel spacing of the cable meshes.",2011,F03D  11/04; F03D   9/257; Y02E  10/727; F03D   7/048; F03D  13/25; F03D  13/22; F05B2240/93; F05B2240/96
416846694,CN201320609453U,Fluid energy collection and conversion device and energy transfer and output device and generating equipment,"The utility model provides a fluid energy collection and conversion device. One end of a universal mechanism is fixed at the lower end of a first rotary shaft in a second bearing on a circular table, and the other end is connected with the center of the upper end surface of a swing member capable of swinging; when the swing member swings up and down in the peripheral direction around the universal mechanism under the effect of water flow or wind power, the end surface of the swing member pushes a pitch to linearly reciprocate upward so as to drive a ratchet wheel to rotate; the ratchet wheel drives a coaxial bevel pinion to rotate; more than one bevel pinion synchronously drives the meshed bevel gear wheel to rotate; the generator can be driven to generate power if a coupling is connected with the generator. The device can convert the kinetic energy of the fluid in any direction into directional rotation output around the rotary shaft. The device is convenient to manufacture and simple in structure, requires low manufacturing cost, realizes high energy conversion and is particularly suitable for power generation using the tidal energy, wave energy, ocean current and wind energy of ocean.",2013,F03D   9/00; Y02E  10/725; F03C   4/00; Y02P  70/523
416846696,CN201320609467U,Fluid energy collection and conversion device and energy transfer and output device and generating equipment,"The utility model provides a fluid energy collection and conversion device. The upper end of a second central shaft is rotatably connected with the lower end of a first central shaft, and the lower end of the second central shaft is connected with a universal mechanism; a swing member is driven to rotate by a drive rotation mechanism, and the fluid acts on the swing member to realize the driven rotation and swing of the swing member, so that the swing member continuously cuts the force lines of the fluid; the swing force generated by cutting is transferred to a plunger pump in the axial or radial direction so as to do work on more than two plunger pumps in turn to drive an oil motor to rotate and output power; a generator can be driven to generate power by connecting a coupling and the generator. The device can convert the kinetic energy of the fluid in any direction into directional rotation output around a rotary shaft. The device is convenient to manufacture and simple in structure, requires low manufacturing cost, realizes high energy conversion and is particularly suitable for power generation using the tidal energy, wave energy, ocean current and wind energy of ocean. The utility model also provides a fluid energy transfer and output device using the fluid energy collection and conversion device, and generating equipment.",2013,Y02E  10/725; F03C   4/00; Y02P  80/158; Y02P  70/523; F03D   9/00
416846712,CN201320562623U,Wind power generation device with fluid receiving function,"The utility model discloses a wind power generation device with a fluid receiving function. An impeller shaft is arranged in the middle of a rack and is provided with a central frame. The central frame is provided with four sets of fan blade supports. Circular outer frames are arranged on the circumferences of the fan blade supports. A plurality of rows of fan blade shafts are arranged in each fan blade support from top to bottom. Loose leaves are arranged on the fan blade shafts. At working time, air from the front is blown backward to blow off the fan blades, the fan blades spread backward, fan blades at the upper end and at the lower end are attached to elastic baffles tightly, and the fan blades are combined into a sail to receive wind force from the front face and push the impeller shaft to rotate, so that the impeller shaft drives a generator to generate electricity and act. A hydraulic power generation device is arranged in sea entrances of oceans or rivers and various water surfaces with small water height, and is the same as the wind power generation device in internal structure. In order to prevent seawater from corroding, a stator shaft of a generator is arranged at the upper end of the impeller shaft in a connecting mode, and the body of the generator is fixed on a rack through bolts.",2013,F03D   9/00; Y02E  10/725; F03B  13/00
416852081,CN201320671102U,Deepwater port wharf horizontal stress simulation loading device,"The utility model relates to a deepwater port wharf horizontal stress simulation loading device. The device matches and is connected with an experimental pit. The device comprises a loading installation frame dispose at one end of the experimental pit and a plurality of servo actuators hinged near the loading installation frame. The servo actuators horizontally move towards the center of the experimental pit. In an experiment process, a simulation soil layer is pre-buried in the experimental pit and a simulation port is built with piling on the simulation soil layer, and the servo actuators are connected with the simulation port to provide a horizontal loading force, so that influences of tractive forces from ocean ships and wind power factors applied on a deepwater port wharf are effective simulated.",2013,G01M  99/00
416876344,ES20120031547,Plataforma flotante en tensiÛn de especial aplicaciÛn para aprovechamiento eÛlico,"Plataforma flotante en tensiÛn para aprovechamiento eÛlico. Presenta condiciones de operaciÛn mejoradas. Comprende una estructura flotante con un ˙nico cuerpo central (1) flotante, dotado de configuraciÛn alargada seg˙n una direcciÛn longitudinal, donde la parte inferior del cuerpo central (1) est· destinada a permanecer sumergida. Adicionalmente comprende: una base (3) ubicada en la parte superior del cuerpo central (1) para soportar al menos un aerogenerador (5); y al menos cuatro patas (2) ubicadas en la parte inferior del cuerpo central (1) y dotadas de: a) un primer extremo, por el cual est·n solidariamente unidas al cuerpo central (1); b) un segundo extremo, opuesto al primer extremo, y m·s alejado del cuerpo central (1); y c) al menos un porche (6) ubicado en el segundo extremo de cada pata (1), comprendiendo dicho porche (6) una primera perforaciÛn (12) en direcciÛn longitudinal para anclar la plataforma flotante al fondo marino (5).",2012,Y02E  10/727; B63B  21/502; F03D  13/20; F03D  13/25; F03D  11/04; B63B  21/50; B63B2035/446; F16G  11/00; B63B  35/44
416881691,US201213573824,Variable foil machine,"The Variable Foil Machine harnesses fluid flow energy and propels fluids. A flexible foil (120) with reversible camber is secured to leading draft member (150) on leading support (122) and to trailing draft member (130). The trailing draft member (130) is secured to trailing guide (132), movable on trailing support (136). Apparatus can be installed on the ground or a craft via pivoting carrier (138), for alignment with fluid flow. In one embodiment, trailing draft member (130) reciprocates between support members 136l and 136r, upon oscillation of the foil (120). In other embodiments, a reciprocation amplitude offset between leading draft member (150) and trailing draft member (130) promotes cyclic translation of the foil (120) and linkage thereto. An energy converter (142) may be cooperatively coupled to produce energy or perform work. Integration of foil oscillations into rotary movement via a crank arm (48) is also embodied.",2012,B63H  13/00; Y02E  10/38; F05B2210/16; F05B2220/25; F05B2240/931; B63H   1/36; F03D   9/00; Y02E  10/70; Y02E  10/725; Y02T  70/5254; F03D   5/06; Y02T  70/58; F01D  23/00; F05B2240/94
416924696,RU20120140285,ROTOR,"FIELD: electricity.SUBSTANCE: invention is related to wind power industry and may be used as autonomous source of electric power supply. Cycloidal wind turbine contains support mast, hollow oval pipes with rotating vertical blades installed at pipe ends, planet gear with central braked conical gear, generator, reverse electric drive, weather vane with contact group of switches for self-orientation of blades towards wind, anti-storm eccentric actuator with movable collet and breakers of kinematic links for blades. Rotating blades are single with balanced alternating installation on top and from below at external circumference of wind wheel. Multipole generator with multiplier, power takeoff gear, reverse electric drive and weather vane with contact group of switches are located from below inside the all-body installed at vertical supports. At movable collet there is spring-elastic bracket with pushers and solenoid valve stock connected electrically to the remote control panel for emergency or preventive shutdown of wind wheel.EFFECT: wind engine is oriented mainly for possible installation at roofs of multistory structures, at decks of marine non-self-propelled floating crafts and it can be used as self-sustained source of electric supply for remote shore-based tourist, fishing and other infrastructures.2 cl, 2 dwg",2012,Y02E  10/74; Y02B  10/30; F03D   3/06
416938222,NO20120000943,"Flytende, halvt nedsenkbart skrog for opplagring av fortrinnsvis Èn eller flere vindturbiner","Flytende, halvt nedsenkbart skrog 1 for opplagring av fortrinnsvis en eller flere vindturbiner 20. Skroget 1 omfatter et sentralt tÂrn 3 som underst¯tter vindturbinen(ene) 20, en stiv bunnpongtongkonstruksjon 6 med minst tre armer 8 i stjerne som utgÂr fra det sentrale tÂrnet 3 og frittstÂende b¯tteceller 12 stivt forbundet til bunnpongtongkonstruksjonen 6 i de ytre omrÂder av hver av armene 8.",2012,F03D  11/04; F05B2240/97; B63B   5/14; B63B2039/067; B63B   5/20; B63B  35/44; F05B2240/95; B63B   1/107; B63B2001/128; B63B2035/446; F03D  13/22; F03D  13/25; F05B2240/93; Y02E  10/727
416980010,DK20100401197T,"Efterjusterbart tyngdekraftsfundament, foretrukket opl¯st, til offshore vindenergianlÊg",NULL,2010,Y02E  10/727; F03D  13/22; F05B2240/95; F03D  11/04
416980048,DK20110707994T,Metode til kontrol af vindm¯lleparkers strukturelle forhold,NULL,2011,F03D  11/00; F03D  17/00; F05B2270/8041; F03D  80/55; F03D   1/00; F05B2240/95; F05B2270/805; F03D  11/04; F03D  13/20; F03D  80/50; Y02E  10/727
416996139,CN201210388390,Offshore wind plant wind turbine foundation,"The invention provides an offshore wind plant wind turbine foundation which comprises a wind turbine tower. A plurality of bearing platforms fixed into sea are arranged around the wind turbine tower. The bearing platforms are fixedly connected with the wind turbine tower through a supporting frame. The offshore wind plant wind turbine foundation has the advantages that the structure rigidity is large, construction is convenient to conduct, the work amount is small, and the structure of the wind turbine foundation is easy to level up, the requirement of increasing volume of a single machine of a wind turbine generator for the wind turbine foundation is met, and the wind turbine foundation adapts to rapid developments of a manufacturing technology of the wind turbine generator.",2012,E02D  27/44; E02D  27/42
416997123,CN201410022844,Engine room cooling device of offshore wind generating set,"The invention discloses an engine room cooling device of an offshore wind generating set. The engine room cooling device comprises an organic cabin body, wherein a bracket is arranged on the outer wall of the organic cabin body; a heat exchanger is arranged on the bracket; a hot medium chamber and a cold medium chamber are formed inside the heat exchanger; a hot medium chamber air inlet and a hot medium chamber air outlet are formed in the heat medium chamber; a cold medium chamber air inlet and a cold medium chamber air outlet are formed in the cold medium chamber; an engine room air outlet and an engine room air inlet are respectively formed in the wall of the engine room body; an engine room exhaust pipeline is connected between the engine room air outlet and the hot medium chamber air inlet; an engine room intake pipeline is connected between the hot medium chamber air outlet and the engine room air inlet; an outer circulating fan for extracting the air entering the cold medium chamber from the cold medium chamber air inlet after heat exchange is arranged on the cold medium chamber air outlet. The engine room cooling device is simple in structure and easy to implement, internal air does not directly contact external air, and moisture does not enter the engine room body.",2014,F03D  80/60; F03D  11/00; Y02E  10/722
417029985,CN201320645640U,Bottom end fixing device of jacket,"The utility model relates to a bottom end fixing device of a jacket. The fixing device is characterized by comprising a positioning seat (1) and a positioning plug (2), wherein the positioning seat (1) is fixedly arranged on a barge deck, the positioning plug (2) is fixedly arranged at the bottom end of the jacket, the positioning seat (1) is provided with a mounting hole (121), the periphery of the mounting hole (121) is provided with a positioning groove (122) which is communicated with the mounting hole (121), the positioning plug (2) comprises a connecting plate (21) and a guide plate (22), the connecting plate (21) is arranged at the upper part of the positioning plug (2), the guide plate (22) is fixedly arranged at the bottom surface of the connecting plate (21) and is inserted into the mounting hole (121) and the positioning groove (122) for guiding and positioning, and the guide plate (22) is provided with a large upper part and a small lower part. The fixing device has the advantages that the jacket of a wind generator is stable in the process of barge transportation, and meanwhile the problem of overhigh pressure on the barge deck by the bottom end of the jacket of the wind generator is solved.",2013,B63B  25/28
417030063,CN201320641912U,Water pedal-powered boat being driven by wind energy and light energy,"The utility model relates to a pedal-powered boat, in particular to a water pedal-powered boat being driven by wind energy and light energy. The pedal boat comprises a boat body, a wind driving system, a pedal driving system and a light energy driving system, wherein the boat body is provided with a chair and a ceiling, the wind driving system comprises a clockwise driving device, a counterclockwise driving device, connecting rods, a first fixing device, a second fixing device, a main rotary shaft, a driving bevel gear, a driven bevel gear, a driven rotary shaft and a propeller, the pedal driving system comprises a pedal device, a handrail, a first transmission device and a first driving gear, and the light energy driving system comprises a solar battery panel, a storage battery, a power supply switch, an electric motor, a second transmission device and a second driving gear. The pedal-powered boat has the advantage that multiple driving methods are adopted, and the clean energy source is sufficiently utilized, so the energy is saved, the emission is reduced, the driving efficiency is improved, the fatigue degree of people is reduced, and the balance and stability of the boat body are improved.",2013,B63H  16/18; F03D   9/00; B63H  21/17; B63H  23/12; B63H  13/00; Y02E  10/72; Y02T  70/5254; Y02T  70/58
417037469,CN201320453842U,Wind force and wave force complementary power supply device,"The utility model discloses a wind force and wave force complementary power supply device which comprises a wind force kinetic energy module, a wave force kinetic energy module and a mains supply module. The wind force kinetic energy module is erected on an ocean and rotates a generator by utilizing kinetic energy generated by wind force to generate power, the wave force kinetic energy module and the wind force kinetic energy module are erected on the ocean together and utilizes seawater fluctuation to generate kinetic energy, and the output end of the wave force kinetic energy module is in linkage with a transmission shaft to drive the generator to generate power. The wind force kinetic energy module and the wave force kinetic energy module generate power respectively to complement each other to enable the transmission shaft to rotate the generator continuously and stably to generate power, and the mains supply module is driven by a servo motor and connected with the transmission shaft. When the rotating speed of the transmission shaft is reduced, the servo motor is started to complement and increase the rotating speed of the transmission shaft to enable the generator to generate enough electric energy.",2013,Y02E  10/38; F03B  13/14; F03D   9/25; F03D   9/00; F03D   9/008; F05B2240/95; Y02E  10/725
417064985,US201313834698,Offshore wind turbine,"An offshore wind turbine apparatus may include a platform and an equalizer with sealed internal volumes, a turbine mast connected to the platform, a turbine which is connected to the turbine mast, and turbine blades connected to the turbine. The apparatus may be rotatably mounted on a barge via a trunnion. The apparatus may rotate from a substantially horizontal position to a substantially upright position when sufficient ballast material is inserted into the equalizer. The equalizer may rest on a sea floor. The platform may provide a restorative buoyant force that tends to cause the apparatus to return to the upright position when perturbed from the upright position.",2013,F03B   7/00; F03D  13/22; B63B  35/003; F03D  13/10; F03D  13/40; F05B2240/95; F03D   1/00; F03D  11/04; Y02E  10/727
417064987,US201314108980,Alternative mechanical and electrical concept for offshore wind farms,"An offshore wind turbine assembly is disclosed. The offshore wind turbine assembly includes cable meshes or networks arranged on at least two respective levels along the longitudinal direction of the towers of floatable wind turbines in the offshore wind turbine assembly. The cable mesh at each level interconnects the wind turbines in the assembly so as to substantially maintain the position of each wind turbine relatively to the assembly when the entire assembly is located at an offshore position. By means of the arrangement of cable meshes, an upright orientation of the tower of each wind turbine in the assembly can be achieved by appropriately setting the interlevel spacing of the cable meshes.",2013,F03D  13/25; Y02E  10/727; F05B2240/93; F05B2240/96; F03D  11/04; F03D   7/048; F03D   9/00; F03D   9/257; F03D  13/22
417069101,US201213653495,Reducing the visual impact of offshore wind farms,"A wind turbine includes: (a) a plurality of blades; and (b) a base supporting the plurality of blades and having a first portion provided with a first type of camouflage and a second portion provided with a second type of camouflage that differs from the first type of camouflage. Such a wind turbine may be included in a system further including: at least one light emitting element which, when activated, directs light onto a surface of the wind turbine; a power source for powering the at least one light emitting element; and a controller for controlling at least one of (A) a quantity of light emitted by the at least one light emitting element, (B) a color of light emitted by the at least one light emitting element, and (C) a pattern of light emitted by the at least one light emitting element.",2012,F05B2270/80; F05B2270/804; F03D  11/04; F03D  13/20; F03D  11/00; F03D  80/00; F03D  13/25; Y02E  10/727; F05B2250/28
417093110,NL20132011985,SADDLE AND HOOK SYSTEM.,NULL,2013,B63B  35/003; B66C   1/56; E02D  27/14; F05B2240/95; E02B2017/0047; E02D  27/425; F03D  13/10; B63B  35/28; E02B2017/0065; F03D  13/25; B63B  75/00; Y02E  10/727; F03D  13/22; E02B2017/0091
417093682,EP20140716994,SKIDDING SYSTEM FOR AN OFFSHORE INSTALLATION OR VESSEL,NULL,2014,B61B   1/00; B63B  27/10; Y02E  10/727; B63B  27/02; B63B  35/003; B63B  27/30; B65G  41/00; F03D  13/40; B63B  25/28; B65B  35/00
417096115,AU20130224698,A wind turbine system,"A wind turbine system includes a tower, a nacelle which is supported on the tower, a plurality of blades which are rotatably supported to the nacelle via a hub, and a generator which generates electricity by rotating the blades, wherein in case the tower shifts from vertical direction, the wind turbine system is controlled so that a force with an opposite direction to the tower shifting direction is added by wind.",2013,F03D   7/00; Y02E  10/721; F03D   7/024; F05B2240/95; Y02E  10/723; F03D   7/04; F05B2240/93; F03D   7/0224; F03D   7/02; F03D   7/0204
417120970,ES20090734886T,Plataforma de alta mar estabilizada por columnas con planchas de atrapamiento de agua y sistema de amarre asimÈtrico para soporte de turbinas eÛlicas de alta mar,"Una plataforma flotante (105) incluyendo: a) al menos tres columnas estabilizantes (102, 103), teniendo cada columna un extremo superior y otro inferior, y un volumen interno para contener un fluido de lastre; b) vigas principales (115) que interconectan las al menos tres columnas estabilizantes; c) planchas de atrapamiento de agua (107), cada una de las planchas est· montada rÌgidamente en el extremo inferior de una de las columnas estabilizantes; caracterizada por d) un sistema de control de lastre (201) que mueve el fluido de lastre entre los vol˙menes internos de las al menos tres columnas estabilizantes (102, 103) para regular una alineaciÛn vertical de las al menos tres columnas estabilizantes. e) una torre (111) que tiene un extremo superior y un extremo inferior que est· montada en la parte superior de una de las columnas estabilizantes, f) un rotor de turbina 101 acoplado a un generador elÈctrico, el rotor de turbina y el generador elÈctrico est·n montados prÛximos al extremo superior de la torre.",2009,B63B   1/107; E04H2012/006; F03D   7/0204; F03D  13/25; F03D  80/00; Y02E  10/727; E02B   9/00; F05B2240/93; Y02E  10/22; B63B  39/03; B63B  39/06; E02B  17/04; F05B2240/95; Y02E  10/725; F03D  17/00; B63B  35/44; B63B2039/067; E02B2017/0091; F03D   9/25; F03D   9/257; B63B  35/00; B63B2035/446; F03D  13/10
417123242,DK2013PA00171,Transportation system,"The invention relates to a support element for a wind turbine component, where the support element comprises an abutment part with a substantially planar surface that is adapted to abut a planar surface of the wind turbine component and where the abutment part comprises holes for fastening devices adapted to fasten the planar surface of the wind turbine component towards the essentially planar surface of the abutment part. Hereby a reduced need for repair of various damages on the wind turbine component is achieved.",2013,Y02E  10/727; B66C   1/10; F03D   1/00; F05B2240/941; F03D  11/00; F03D  13/40; F05B2240/931
417133880,US201213824564,Float for an offshore structure such as in particular a wind turbine,"The invention relates to a float for an offshore structure such as in particular a wind turbine, characterized in that it comprises means in the form of a support beam (1) the exterior surface of which comprises means (2) of attachment for individual buoyancy tanks (3).",2012,B63B  35/4406; B63B  35/44; B63B   3/08; Y02E  10/727
417189912,CN201310716452,Double-layer bucket cover suction type bucket pile composite foundation and constructing method thereof,"The invention discloses a double-layer bucket cover suction type bucket pile composite foundation and a constructing method thereof. The foundation comprises a suction type bucket and a bearing pile thrown into a seabed. After the suction type bucket is located, steam is discharged, and the bucket sinks. A protection tube sleeve is sleeved into a pile body, and the bucket adopts a negative pressure water sucking mode to sink to the designed position with the bearing pile as the guide. After sinking is conducted, concrete is poured into the suction type bucket to achieve bucket and pile connection. The foundation and the method give full play to the characteristic that the pile foundation is high in vertical bearing force and utilize the characteristic that the suction type bucket is quick in construction and capable of bearing large horizontal force effect. The foundation and the method solve the problem that a large-diameter single-pile foundation in the deepwater sea area is high in cost and difficult to construct, fully utilizes the characteristic that the pile foundation is high in vertical bearing force and the suction type bucket foundation is good in horizontal bearing force and quick in construction, and is safe and reliable in structure and excellent in dynamic performance. The foundation is very suitable to serve as the foundation of structures like an offshore wind power generation unit in the deepwater sea area.",2013,E02D  27/20; E02D  27/52
417191248,CN201410000311,Tidal current energy and wind energy cooperative power generating set for ocean platform,"The invention relates to a tidal current energy and wind energy cooperative power generating set for an ocean platform, and belongs to the field of regenerative resource power generating set structures. The tidal current energy and wind energy cooperative power generating set comprises the ocean platform, an upright post, a basket, a control room, a generator, a wind power sensor, a lifting rope and a water flow sensor, wherein the upright post is fixed on the ocean platform with a rectangular through hole; the basket is lifted on the upright post through the lifting rope; a tidal current energy power generating set at the bottom of the basket consists of an air guide sleeve, guide blades, a paddle and a lower rotating shaft; a wind energy power generating set is arranged above the basket; the guide blades are arranged in the peripheral direction of the lower rotating shaft; the upper end of the lower rotating shaft is connected with a power generator; the upper end of the power generator is an upper rotating shaft; fan blades are arranged at the input end of the upper rotating shaft; the top and the bottom of the upright post are respectively provided with the wind power sensor and the water flow sensor for transmitting measurement data into the control room; the control room is constructed on the ocean platform. Therefore, the device solves the problems that single offshore wind power generating set or tidal current energy power generating device is great in investment cost, unstable in power generation quantity, long in power generating interval time and poor in power generation effect.",2014,F03B  13/00; Y02E  10/223; F03D   9/00; Y02E  10/727; F03B   3/16; F03D  13/25; F03D   9/25; F03D  11/00; Y02E  10/725; F03D  17/00
417217963,CN201320705510U,Lightning protection device on blade of offshore wind turbine,"The utility model discloses a lightning protection device on a blade of an offshore wind turbine. The lightning protection device comprises a lightning protection ring fixed on the blade, a lightning protection device fixing support is arranged on a hub of the wind turbine, an elastic piece is arranged at the other end of the fixing support, and a lightning protection carbon brush contacted with the lightning protection ring is arranged at the other end of the elastic piece; the elastic piece comprises a first connecting part, a second connecting part and a middle slanted bar, the first connecting part is connected with the fixing support, the second connecting part is connected with the lightning protection carbon brush, the middle slanted bar is connected with the first connecting part and the second connecting part, and each of the first connecting part, the second connecting part and the middle slanted bar is a sheet. The lightning protection device is simple in structure, good in lightning protection effect and convenient to install, the carbon brush elastic piece is high in toughness and not easy to fall off, 200 KA lightning currents can be conducted, the device is long in abrasion resistance cycle and resistant to ocean salt spray corrosion, and the safety of the offshore wind turbine can be guaranteed.",2013,F03D  11/00
417217967,CN201320772990U,Rabbit-ear type assembling support of direct-drive wind generating set,"The utility model discloses a rabbit-ear type assembling support of an offshore direct-drive wind generating seat. The rabbit-ear type assembling support comprises an underframe and a cylinder. The cylinder is fixedly disposed on the underframe, and the end face, spaced from the underframe of the cylinder is a flange face which is matched with a flange face on the cabin base. By the application of the rabbit-ear type assembling support, rabbit-ear type assembling and rabbit-ear type transporting of the wind generating set can be realized.",2013,F03D  11/00
417300089,CN201410049406,Guide pipe frame-cylindrical structure combined offshore wind turbine foundation,"A guide pipe frame-cylindrical structure combined offshore wind turbine foundation is composed of a cylindrical foundation part and a guide pipe frame part. The cylindrical foundation part comprises a cylindrical steel wall, a concrete cover plate, a prestressed beam and a connecting beam, wherein the concrete cover plate, the prestressed beam and the connecting beam are connected into a whole in a poured mode. The guide pipe frame part comprises four steel leg columns, steel supporting pipes, connecting cylinders and flanges, wherein the steel leg columns and the connecting cylinders are welded and fixed through the steel supporting pipes respectively, the four steel leg columns are fixed to the middle of the connecting beam 4 of the concrete cover plate, and the connecting cylinders are connected with a wind turbine tower through the flanges. The guide pipe frame-cylindrical structure combined offshore wind turbine foundation has the advantages that a top plate bearing mode is adopted by the guide pipe frame-cylindrical structure of the offshore wind turbine foundation so that the resistance to the bending moment of the whole foundation can be improved remarkably, and the requirement for the bearing capacity of the foundation is lowered; the negative pressure sinking installation mode is adopted, so that the construction speed is high; the whole structure is overall prefabricated and assembled on a shore, floatingly-transported on the sea and installed in a negative pressure sinking mode on the sea, as a result, construction is convenient, efficiency is high, and cost is low.",2014,E02D  27/44
417300091,CN201410049408,Gravity type offshore wind turbine generator set foundation and towing and sinking method thereof,"A gravity type offshore wind turbine generator set foundation capable of being towed is composed of a connecting section, a foundation body, a gravel pile and a floating box. The foundation body is composed of a foundation base and a reinforced concrete conic cylinder, the foundation base comprises a bottom board and a rib board, the outer edge of the bottom board is provided with a bottom board ring beam, the circular bottom board is fixed to a rock foundation through grouting, and the top of the rib board is provided with a rib board ring beam; the top of a reinforced concrete circular cylinder at the connecting section is connected with a fan tower through a flange; the floating box is a closed box body welded through steel and the top of the floating box and the bottom of the floating box are provided with an air discharging valve and a water discharging valve respectively; the floating box and the outer side rib board ring beam are provided with connecting components and connected through hinge pins so that the floating box can be fixed or retracted. The gravity type offshore wind turbine generator set foundation has the advantages that the gravity center of the gravity type offshore wind turbine generator set foundation is low, the good stability and the safety are achieved in the towing transportation process and the sinking process, the material use amount of the foundation is small, prefabrication installation is convenient and rapid, the construction period is short, the construction cost is low, the economical efficiency is good, and popularization and application are facilitated.",2014,E02D  27/44; E02D  27/52
417301209,CN201410051196,Double-body floating type offshore wind turbine system,"The invention discloses a double-body floating type offshore wind turbine system. The double-body floating type offshore wind turbine system comprises a wind generating set, a tower frame, a double-body floating type platform and anchoring devices, wherein the double-body floating type platform comprises a plurality of strap bodies arranged in parallel and a box beam connecting the strap bodies, the upper end of the tower frame is fixedly connected with the wind generating set, the lower end of the tower frame is fixed to the box beam, and the double-body floating type platform is fixed to the seabed through the anchoring devices. The double-body floating type offshore wind turbine system has the advantages of being low in building difficulty, low in manufacturing cost, and suitable for deepwater sea areas with the depth of more than 50 meters.",2014,B63B  35/44; F03D   9/00; F03D   9/25; Y02P  70/523; F03D  13/20; Y02E  10/727; Y02E  10/725; F03D   9/32
417313832,CN201280023005,System for joining component portions of wind-turbine blades,"System for joining component portions of the wind-turbine blades, according to which one or more intermediate parts (2) formed by a complex structure defining end transverse partitions (2.1) and a central transverse partition (2.2), between which extend columns (2.3) separated by openings (2.4), are placed between the blade portions (1) to be joined, the openings (2.4) including short bolts or screws (3) that pass directly through the end transverse partitions (2.1) and long bolts or screws (3) that pass inside the columns (2.3), said threaded bolts or screws (3) being coupled to nut-like anchoring parts (4) housed in the material of the blade portions (1).",2012,F03D   1/06; Y02E  10/721; F05B2260/301; F05B2240/302; F16B   5/0084; F03D   1/0675
417332217,CN201320705568U,Jacket leveling mechanism for offshore wind generating set,"The utility model discloses a jacket leveling mechanism for an offshore wind generating set. A jacket is arranged on steel pipe piles, the lower end of the jacket is provided with multiple pile legs, the pile legs are sleeved with the steel pipe piles, each jacking support platform is fixed to the top of one steel pipe pile, each oil cylinder support platform is fixed to the lower portion of one pile leg of the jacket, and a pushing device capable of pushing each pile leg to move vertically is arranged between the corresponding jacking support platform and the corresponding oil cylinder support platform. Hydraulic oil cylinder adjustment is adopted, so that the jacket leveling mechanism for the offshore wind generating set has the advantages of being simple in structure, reliable in work, large in transmission force, stable in operation, convenient to operate, accurate in leveling operation and the like. An operation system of the jacket leveling mechanism is placed on the jacket, hydraulic oil cylinders are in bolted connection with the pile legs of the jacket, installation work can be completed before the jacket is delivered out of a factory, underwater operation time is shortened, the safety performance is high, and meanwhile the construction cost can be effectively reduced in the jacket installing and leveling process.",2013,E02D  27/16; E02D  27/52; E02D  27/42
417364614,EP20140719046,OFFSHORE WIND TURBINE ON A FLOATING MOUNT COMPRISING A COMBINATION OF SHOCK-ABSORBING MEANS,NULL,2014,F03D  13/20; F03D  13/25; B63B  35/44; F03D   1/06; Y02E  10/727; B63B2035/446; Y02E  10/721; B63B2001/044; B63B   1/048; F03D   3/005; B63B  39/06; B63B2039/067; F05B2240/93
417392771,ES20060016098T,Procedimiento para la explotaciÛn de un parque eÛlico,"Procedimiento para la explotaciÛn de un parque eÛlico (1) con instalaciones de energÌa eÛlica (40 - 44, 50 - 54), en particular de un parque eÛlico offshore, en caso de averÌa o disfunciÛn de una red de tensiÛn (red de distribuciÛn) (10) que alimenta el parque eÛlico (1) o en caso de desconexiones planificadas de los componentes de la red de transmisiÛn (11, 70, 71) con las siguientes etapas del procedimiento: - detecciÛn de una disfunciÛn o una averÌa de la red de distribuciÛn (10) o de una seÒal que se transmite para la preparaciÛn de los trabajos en los componentes de la red de transmisiÛn (11, 70, 71), - puesta en funcionamiento de un dispositivo de alimentaciÛn elÈctrica de emergencia (15, 16, 73 -75''), en el que el dispositivo de alimentaciÛn elÈctrica de emergencia (15, 16, 73 - 75'') comprende un motor de combustiÛn (15, 74 - 74''), en particular un motor diesel, y - aumento controlado de la potencia entregada a los transformadores (25 - 29, 35 - 39) del parque eÛlico (1) por el dispositivo de alimentaciÛn elÈctrica de emergencia (15, 16, 73 - 75''), en el que el aumento controlado de la potencia se controla a travÈs de una limitaciÛn de corriente y en el que la remagnetizaciÛn de los transformadores (25 - 29, 35 - 39) del parque eÛlico (1) se controla de forma dirigida, y en el que el dispositivo de alimentaciÛn elÈctrica de emergencia (15, 16, 73 - 75'') se hace funcionar con una restricciÛn de potencia en cuanto se transmite una seÒal de restricciÛn, en particular por el dispositivo de control del parque eÛlico (72).",2006,F03D   9/00; F05B2270/1071; F03D   7/04; F03D   7/048; F03D   9/255; F03D   9/257; F05B2240/95; F03D   7/0284; F03D   7/02; F05B2260/80; Y02E  10/723
417446479,UAA200702736,WINDMILL UNIT,"A windmill unit with vertical axis of rotation has blades connected with traverses to shaft installed in support with possibility of vertical displacements and connected to floater placed in vessel with water, and electric generator installed on the basis. Windmill unit is equipped with disc installed on the shaft, it has friction clip devices arranged as two opposite rollers placed on rods connected with spring element one of which with cardan transmission is connected to generator. Support is arranged as upper, middle and lower bearing supports. The upper bearing support is placed in the upper traverse, middle bearing support is placed in the middle traverse, the lower bearing support is placed in the lower traverse. The blades are uniformly placed on shaft one pair over another one in screw line, and the floater is arranged as cone placed with basis up, and connected with support to shaft. Blades that go towards wind flow are protected with cover that is rigidly fixed, with vane fit on shaft.",2007,Y02E  10/74; F03D   3/00
417467422,CN201410037479,Novel steel cofferdam device for eliminating and reducing steel pipe pile noise in offshore wind power building,"The invention discloses a novel steel cofferdam device for eliminating and reducing steel pipe pile noise in offshore wind power building. The novel steel cofferdam device comprises a steel cofferdam, wherein a sulfur-free rubber sound absorption wedge layer formed through extrusion is attached onto the inner wall of the steel cofferdam, rubber hoses distributed in a spiral shape are arranged in the steel cofferdam, air holes are formed in the rubber hoses, compressed air enters positions between the steel pipe pile and the steel cofferdam through the rubber hoses for forming air bubbles to be used as a first sound damping device, the sulfur-free rubber sound absorption wedge layer attached on the inner wall of the steel cofferdam is used as a second sound damping device, the noise vibration generated in offshore fluid during the underground piling construction can be effectively reduced, the production cost is low, the manufacturing is easy, firmness and durability are realized, the ocean ecological system can be favorably protected, and the balance between the new energy source development and the ecological environment can be maintained.",2014,E02D  19/04
417468631,CN201410025927,Classifying control-based fluctuating power smoothing method of power plant of offshore renewable energy sources,"The invention discloses a classifying control-based fluctuating power smoothing method of a power plant of offshore renewable energy sources. The method comprises the steps of classifying all power generating sets and tidal current energy generating sets in the power plant into two types; performing rotary speed control on the generating sets with a low wind speed or low tidal current speed, and filtering high-frequency harmonic in the active power in the power plant; performing pitch angle control on the generating sets with a high wind speed or high tidal current speed, and adjusting the low frequency slow fluctuation of the active output of the power plant. By adopting the method, the integral stable output power of the comprehensive power plant can be kept without an energy storing device, and the method has well economy.",2014,Y02E  10/723; F03B  13/12; F03B  15/00; F03D   7/00
417482130,CN201280044019,Wind turbine with tower climatisation system using outside air,"A wind turbine (1) comprising a tower (100), the tower having an upper part (4), a middle part (6) and a lower part (8), the lower and the middle part of the tower forming the base (9) of the tower, waste heat generating equipment (14) located in the middle part of the tower, and a cooling device (16) with at least one cooling device inlet (22) formed in the tower for introducing outside air (10) surrounding the tower into the tower, wherein the cooling device (16) is adapted to guide the outside air from the or each cooling device inlet (22) into the lower part (8) of the tower such that the outside air can ascend towards the middle part (6) and upper part (4) of the tower while cooling the waste heat generating equipment (14), characterised in that the or each cooling device inlet (22) is located in the upper part (4) of the tower (100).",2012,F05B2240/95; F03D   9/00; F03D  80/60; F03D  80/00; F05B2260/64; Y02E  10/721; F05B2250/501; F03D  11/00
417508883,CN201320802780U,Salt mist filter used for offshore wind generating set,"The utility model provides a salt mist filter used for an offshore wind generating set. The salt mist filter comprises a square cabinet provided with a wind inlet and a wind outlet; a louver, filter elements and a fan are sequentially installed from the wind inlet to the wind outlet, wherein at least two layers of filter elements are arranged in the direction perpendicular to the air flow direction. Due to the fact that the upper layer of filter element and the lower layer of filter element are adopted, the ventilation volume can be effectively increased by using filter elements of existing models.",2013,F03D  11/00
417535694,DK20110183464T,FremgangsmÂde og indretning til at drive en flerhed af pÊle i havbunden,NULL,2011,E02B  17/02; F03D  13/22; Y02E  10/727; F05B2240/95; E02D   7/02
417549743,TW200998224187U,Fan device for ocean-current-powered electricity generation,NULL,2009,F03D   3/00; Y02E  10/74
417585462,JP20130066638,OFFSHORE WIND POWER GENERATOR AND WIND TURBINE CONTROL APPARATUS,"PROBLEM TO BE SOLVED: To effectively suppress fluctuations of a floating structure and a wind turbine caused by a disturbance, in an offshore wind power generator installed on the floating structure or on a sea bottom.SOLUTION: On the basis of the number of rotations of a rotor shaft 25 of a power generator 26 provided in the wind turbine which is provided on the top of a tower installed on the floating structure or on a sea bottom, an output basic control including a PI (or PID) operation associated with the power generator 26 is made by a generator torque control unit 27. On the basis of the number of rotations of the rotor shaft 25, a pitch-angle basic control including the PI (or PID) operation associated with a blade pitch angle of the wind turbine is made by a blade pitch control unit 21. A correction control part 22 corrects the output basic control based on the output of the power generator 26 and/or generates a correction signal for correcting the pitch-angle basic control based on fluctuations, etc., of the wind turbine. An adaptive-identification disturbance-cancellation control is applied to the control by the correction control part 22 or 47.",2013,F03D   9/00; Y02E  10/723; Y02E  10/725; F03D   7/04
417602956,JP20140500527,???????????????????????????????????????????????????????????????????????????????????,NULL,2012,F03D   9/25; Y02E  10/725; F05B2240/95; F05B2240/93; F03D   5/00; F05B2240/94; Y02E  10/727; F03D   5/02; F03D  13/20; F05B2240/311; Y02E  10/70; F05B2240/941; Y02E  10/721
417725304,UAA200708838,FLOATING WIND TURBINE,"A floating wind turbine has a water craft and wind wheel installed on its deck, this is connected with vertical rotary shaft to electric generator with hinged counter-weight. The water craft is arranged as catamaran bodies of which are connected by common lifted deck and provided by motors, mostly ñ electric ones, and anchor block and ballast mass that in each body of catamaran is as batteries of collection accumulators installed in bottom part. The wind wheel is arranged as orthogonal rotor installed on mast formed of rigid three-dimensional trusses and fixed on the upper plane of support platform suspended in inter-body space of catamaran by means of hinged joints with possibility of angular inclination within [0∞-90∞] with respect to fixation points. On the lower plane of platform back tower is fixed, with similar structure, to its lower top counter-weight is rigidly connected, this has hermetic cavity, its bottom wall is thicker and is arranged with streamlined contours, and is equipped with kingston and upper valve for blasting, this through cavity of back tower by means of flexible hose is connected to board pump fed from accumulators.",2007,F03D   9/00; F03D   7/00; Y02E  10/723
417780990,KR20120091943,SYSTEM AND METHOD FOR DYNAMIC POSITIONING OF VESSEL,"The present invention relates to a dynamic positioning system (DPS) of a floating type offshore construction and a dynamic positioning method, the DPS having a propeller arranged above the surface of the sea to use wind power to maintain the floating type offshore construction. The DPS according to an embodiment of the present invention comprises: a dynamic positioning (DP) controller for maintaining fixed positions of the floating type offshore construction; a propeller which is disposed on the floating type offshore construction and which generates wind power; and a motor for rotating the propeller, wherein the propeller is controlled by the DP controller and placed above the surface of the seawater.",2012,B63B  35/44; B63H  25/42; G05D   1/0208; Y02E  10/70; B63H   1/14; B63H  25/04
417800419,KR20120101867,oxygen and hydrogen supply system with floating offshore combind generator,"The present invention relates to a position control device for an offshore structure. According to an embodiment of the present invention, provided is an oxygen and hydrogen supply system through floating type offshore combined generation, which comprises: a floating body which can operate or be moored in the ocean; multiple position control units which are installed at fixed points on the floating body in order to control the position of the floating body; at least one wind power generator which is installed on the top of the floating body in order to generate electric power; a desalination unit which receives the electric power generated from the wind power generator in order to desalinate seawater; and an electrolysis unit which performs electrolysis on the water desalinated through the desalination unit by receiving the electric power generated from the wind power generator.",2012,B63B2035/446; Y02E  10/725; B63B  35/44; B63B  35/00; B63J   3/00; B63J  99/00; Y02E  10/727; B63B  21/50
417802788,KR20120103231,SHIP HAVING A WIND TURBINE,"Provided is a ship having a wind turbine. According to an embodiment of the present invention, the ship having a wind turbine on the superstructure may include a void space on the superstructure; the wind turbine on the void space to generate power using wind passing through the void space; and a wind turbine supporter for fixing the wind turbine to the void space to facilitate the installation and detachment of the wind turbine.",2012,Y02P  70/523; F03D   9/00; Y02E  10/72; B63B  15/00; B63J   3/00; B63B2209/20
417804514,KR20120103980,THE FIXED OFFSHORE WIND TURBINE HAVE ASISTANCE ELECTRICITY USED THE SEA BOTTOM WATER PRESSURE,"The present invention relates to a fixed offshore wind power generator with an auxiliary power production apparatus using seawater pressure. The main purpose of the present invention is not to create a vacuum in power production even if a generator cannot generate electricity due to no gust or blowing of wind on the sea. The present invention having this purpose relates to an offshore wind power generator comprising a fixed lower structure provided on the seafloor, and a power generation apparatus which is provided on an upper end of the fixed lower structure and has a blade and a generator to generate electricity while being rotated by offshore winds. The offshore wind power generator includes an auxiliary power production apparatus comprising: an opening and shutting apparatus provided on a lower part of the fixed lower structure, and opened to allow seawater to flow thereinto when a vacuum in power production is created; a auxiliary power generation apparatus provided on one side of the opening and shutting apparatus, and generating electricity while being rotated by a flow of seawater flowing into according to the opening of the opening and shutting apparatus; and a drainage apparatus configured to discharge seawater flowing into the fixed lower structure according to the opening of the opening and shutting apparatus. Accordingly, a vacuum in power production can be prevented by driving the power generation apparatus with flow causing seawater under the surface of the sea to flow into even in an environment where there is no gust or blowing of wind.",2012,F03B  13/00; F03D  11/00; Y02E  10/72; F03D   9/14; F03D  13/22; F03D   9/00
417804520,KR20120103983,OIL LEVEL ERROR PREVENTION EQUIPMENT FOR HYDRAULIC UNIT AND WIND TURBINE HAVING THE SAME,"The present invention relates to an oil level switch of a hydraulic unit for a wind power generator with a malfunction prevention cup. The main purpose of the present invention is to prevent a malfunction of an oil switch provided in an oil tank even when a strong wind causes vibration. The present invention having this purpose relates to a malfunction prevention cup provided in an oil tank so as to prevent a malfunction of an oil level switch of the oil tank of a hydraulic unit for a wind power generator. The malfunction prevention cup comprising: a float chamber having an outer shape, and provided on an upper side to facilitate the vertical movement of a float of the oil level switch; at least one working fluid inlet hole provided on the circumference of a lower side of the float chamber; and a guide portion provided to allow an end of the oil level switch to be penetrated through a center of the lower side of the float chamber and to facilitate the vertical sliding of the oil level switch. Accordingly, a malfunction of the oil switch provided in the oil tank can be prevented even when a strong wind causes vibration.",2012,Y02E  10/723; F03D   7/00; F15B  21/00; F03D  17/00; F03D  11/00; G01F  23/30; F05B2260/80; F03D   7/0244
417805735,KR20120104697,Supporting structure for offshore wind power generator,"The present invention relates to an offshore wind power support structure comprising: a lower support part is built on the base of a seabed part, and including a lower concrete portion having a shape where the width thereof gradually narrows from a lower end to an upper end, at least one lower hollow portion provided inside the lower concrete portion, and a lower inner tube portion attached to an inner periphery of the lower hollow portion and formed of steel or FRP; and a main body part assembled to an upper part of the lower support part, and including a main body concrete portion, at least one main body hollow portion provided inside the main body concrete portion, and communicating with the lower hollow portion, and a main body inner tube portion attached to an inner periphery of the main body hollow portion and formed of steel or FRP.",2012,E02B  17/02; F03D  13/22; Y02E  10/727; E02D  27/52; F03D  11/00; F03D  11/04; E02B2017/0091; F05B2240/95; E02B  17/025
417807882,KR20120098590,OFFSHORE WIND POWER GENERATOR HAVING A COOLING PART WITHIN TOWER,"Disclosed is an offshore wind power generator having a cooling unit within a tower. Regarding an offshore wind power generator including a cooling device which cools the internal heat-generating device, the cooling device includes: a circulation pump which circulates a fluid coolant along a cooling reactor; an internal heat exchanger installed on the heat-generating device, to deliver the heat of the heat-generating device to the fluid coolant; and an external heat exchanger which delivers the heat of the fluid coolant to the outside. The external heat exchanger can be installed on a tower base, located underwater.",2012,Y02E  10/727; F03D  11/04; F03D  80/60; H02K   9/00; F03D  80/00; Y02E  10/72; F03D  11/00; F05B2240/95
417808296,KR20130160781,LEVELLING EVALUATION DEVICE FOR TRANSITION PIECE OF WIND POWER PLANT,"The present invention relates to a leveling evaluation device for a transition piece for leveling when a transition piece is connected to a monopile forming the foundation of an offshore wind power plant. The present invention comprises: a main frame having a bottom body placed on the ground, multiple posts erectly installed on the outer surface of the bottom body, and an upper body arranged corresponding to the bottom body inside the multiple posts; a load cylinder vertically hung on the underside of the upper body of the main frame; a tilting cylinder arranged on a piston of the load cylinder and the upside of a test bed; the test bed connected to the end of the piston of the load cylinder and arranged in a space between the bottom body and the upper body; a vertical transverse vertically hung on the underside of the test bed; leveling cylinders hung on the edge of the underside of the test bed; screws arranged between the lower part of the tilting bed and the upper part of the bottom body to control the inclination of the tilting bed; and a control unit for controlling the tilting cylinders and the leveling cylinders. The present invention is a technology for testing the control characteristics of the leveling cylinders and the tilting cylinder.",2013,G01M  99/00; F03D  11/00
417811153,KR20130017452,THE MANUFACTURING METHOD OF RESIN USING LATTICE TYPE FORM,"The present invention relates to a method of manufacturing resin using a lattice workpiece, by which when a workpiece, such as a nacelle cover or a spinner plu for wind power generator, is manufactured, a spaced section of the workpiece is filled with a urethane solution to prevent generation of an unworked area due to an empty space at NC machining; and since the workpiece is formed with lattice grooves at every desired interval, a contact area with the resin is enlarged to increase an adhesive force and generate an anchoring effect, thereby preventing the resin from being deformed. The method includes a first step of performing a design of a workpiece, a second step of installing a steel base based on the design of the first step, a third step of adhering plywood to the steel base, a fourth step of closely adhering the workpiece to the plywood, a fifth step of primarily machining an upper surface of the workpiece to have a flat plane, a sixth step of secondarily machining the upper surface of the workpiece which is subjected to the primary machining so that lattice grooves are formed on the upper surface at regular intervals, a seventh step of applying resin onto the workpiece which is subjected to the secondary machining, an eighth step of NC machining the upper surface of the resin, and a ninth step of finishing the resin which is subjected to the NC machining. [Reference numerals] (AA) Start; (BB) End; (S101) First step: Performing design of workpiece; (S103) Second step: Installing steel base based on design of the first step; (S105) Third step: Adhering plywood to steel base; (S107) Fourth step: Closely adhering workpiece to plywood; (S109) Fifth step: Primarily machining upper surface of workpiece to have flat plane; (S111) Sixth step: Secondarily machining upper surface of workpiece which is subjected to primary machining so that lattice grooves are formed on upper surface at regular intervals; (S113) Seventh step: Applying resin onto workpiece which is subjected to secondary machining; (S115) Eighth step: NC machining upper surface of resin; (S118) Ninth step: Finishing of resin surface which is processed with NC machining",2013,Y02P  70/523; B29C  65/48; F01D  11/00; B29C  66/7232; Y02E  10/72; G05B  19/4097; F03D   1/00
417811367,KR20120154041,SHIP FOR INSTALLING SEA WIND POWER GENERATOR AND METHOD USING THE SAME,Disclosed is a method for installing an offshore wind power generator. The method includes a step of fixing wind power generator (1) and a vessel (2) with a first fixing unit (110); a step of moving the vessel (2) to the location where the wind power generator is to be installed; a step of dropping a shaft to sea surface after separating a second fixing unit from the wind power generator (1); a step of raising the wind power generator (1) from the sea surface by utilizing legs of jackup in a pontoon (a floating bridge: 20) of the vessel and a ballasting method; a step of fixing a shaft (15) by utilizing a second fixing unit (120) of the wind power generator (1); a step of separating the vessel (2) from the wind power generator (1) by releasing the first fixing unit (110); and a step of moving the vessel separated from the wind power generator (1).,2012,F03D  11/00; F03D  13/22; E02D  27/52; F03D  11/04; Y02E  10/72
417812084,KR20130160802,HORIZONTAL CONTROL SYSTEM FOR TRANSITION PIECE OF WIND POWER PLANT,"Provided is a horizontal control system for transition pieces installed on a mono pile. The horizontal control system includes a slope-measuring sensor mounted on the upper side of a transition piece; a hydraulic cylinder for controlling the slope of the transition piece; a hydraulic control module for controlling the move of the hydraulic cylinder; a height-measuring sensor which is mounted on the hydraulic control module and detects the moving status of the hydraulic cylinder; and a controller for receiving the slope data from the slope-measuring sensor and outputting a control signal to the hydraulic control module. The horizontal control system for transition pieces according to the present invention has more than three hydraulic cylinders, controls the hydraulic cylinder mounted near in the direction at which a transition piece leans towards to move the fastest, controls the hydraulic cylinder mounted in the direction at which the transition piece leans against to move the slowest or stop in order to have the controller to output a stoppage signal when the transition piece rises vertically. [Reference numerals] (340) Hydraulic control modue; (350) Controller",2013,Y02T  70/5254; E02D  27/42; Y02E  10/72; E02D  27/52; E02D2600/10; F03D  11/04; H02K   7/183
417814946,KR20120105873,SHIP FOR TESTING AUTHENTICATION OF WIND POWER GENERATING DEVICE,"Provided in the present invention is a ship for an authentication test of a wind power generator, which comprises: a wind power generator which is installed on a deck of a ship for an authentication test of a wind power generator; a wind direction sensor which is installed in the wind power generator and senses the direction of the wind blowing to the wind power generator; a yaw error detecting unit which is connected with the wind direction sensor and detects whether or not a yaw error angle exceeds a set reference angle according to an average wind direction sensed for a fixed time by sensing the direction of the wind blowing from the wind direction sensor; a yawing system which is connected with the yaw error detecting unit, and recognizes the direction of the wind and performs yawing on a rotor blade and a nacelle of the wind power generator at a fixed yawing angle when the yaw error angle is detected to exceed the set reference angle by the yaw error detecting unit; a dynamic position calculating unit which is installed in the ship for an authentication test of a wind power generator, is connected with the yawing system, and calculates a reaction moment value that reacts the ship for an authentication test of a wind power generator during the operation of the yawing system; a dynamic position control unit which is connected with the dynamic position calculating unit, and outputs a control signal corresponding to the reaction moment value calculated by the dynamic position calculating unit; and a dynamic position controlling device which is connected with the dynamic position control unit, and reduces the reaction moment that is reacts to the ship for an authentication test of a wind power generator during the operation of the yawing system according to the control signal outputted from the dynamic position calculating unit.",2012,F03D   9/00; G01M  99/00; Y02P  70/523; B63B  35/00; Y02E  10/726
417818326,KR20120108346,MANUFACTURING APPARATUS OF LEG FOR WIND TURBINE INSTALLATION VESSEL,Disclosed is an apparatus for manufacturing legs for a wind turbine installation vessel. The apparatus for manufacturing legs for a wind turbine installation vessel according to an embodiment of the present invention includes: a base unit; a support unit which is coupled to the base unit to protrude upward from the base unit; a first holder which is installed on one end of the base unit so as for a first frame of the leg can be loaded onto; a second holder which is installed on the other end of the base unit so as for a second frame of the leg can be loaded onto; and a third holder which is installed on top of the support unit so as for a third frame of the leg can be loaded onto.,2012,B63B  35/00; Y02E  10/727; B25B  11/02; B63B   9/06; B63B  73/00; B63B2035/446
417819965,KR20120108072,JACKING DEVICE OF WIND TURBINE INSTALLATION VESSEL AND THE INSTALLATION METHOD OF THIS,"The present invention relates to a jacking apparatus of a wind turbine installation vessel and an installation method thereof. The jacking apparatus which minimizes high-place work in which safety accidents can occur largely and enables installation and construction to be conveniently performed comprises: a ring-shaped jacking frame vertically lifted from the deck of the wind turbine installation vessel by a crane; jacking cylinders radially coupled to the jacking frame to be able to rotate; and rollers coupled to the respective end portions of the jacking cylinders, and in rolling contact with the deck of the wind turbine installation vessel, wherein the jacking frame lifted by the crane becomes perpendicular to the jacking cylinders which are able to rotate and radially mounted along the outer circumferential surface of the jacking frame so that the end portions of the jacking cylinders can be fastened to the deck.",2012,Y02E  10/727; F03D  11/00; F03D  13/10; F03D  13/20; E04H  12/00; F03D  11/04; F05B2230/50; B63B  35/44; F05B2240/95
417820666,KR20120109154,PROTECTION DEVICE FOR SUPPORTING STRUCTURE OF OFFSHORE WIND TURBINE,Disclosed is a protection device for a supporting structure of an offshore wind turbine. The protection device for a supporting structure of an offshore wind turbine comprises: a pile inserted into the ocean floor; a protection member on the circumference of the pile; a bottom plate member arranged on the lower circumference of the protection member and installed on the ocean floor to mechanically support the protection member; an accepting part with a space between the protection member and the pile; and a fluid stored in the accepting part.,2012,F03D  11/00; F03D  13/22; F05B2240/912; E02D  27/52; Y02E  10/72; F03D  11/04; Y02E  10/727
417820726,KR20120109230,Floating crane with jack-up system for floating structure,"The present invention provides a method for operating a jack-up type floating crane, a method for installing a marine aerogenerator, and a jack-up type floating crane for installing a marine structure. The method for operating a jack-up type floating crane includes a step of moving a jack-up type floating crane; a barge jack-up step; and a crane operation step of performing a marine work. The method for installing a marine aerogenerator by using the floating crane in the present invention includes a jacket installation step; a first stage tower installation step; a second stage tower installation step; a turbine installation step; and a blade installation step. The jack-up floating crane for installing a marine structure includes a barge, a plurality of spuds, a wire winch, and a crane. [Reference numerals] (AA) Step of moving a jack-up type floating crane; (BB) Barge jack-up step; (CC) Crane operation step; (DD) Install a boom bed barge central part of the crane; (EE) Jack-up barge to be floated on the water level -> Prevent the barge movement",2012,Y02E  10/727; B66C  23/18; F05B2230/50; F03D  11/00; F03D  13/10; B66C  23/52
417821153,KR20130098330,WIND POWER SYSTEM,"The objective of the present invention is to provide a wind power generation system that is capable of suppressing oscillation or inclination. In order to achieve the above-described objective, the wind power generation system includes a tower (10); a nacelle (20) that is supported on the tower (10); a plurality of blades (40 to 42) that are supported through a hub (30) to be rotated with respect to the nacelle (20); and a power generator (22) that performs power generation when the blades (40 to 42) rotate. When the tower (10) is inclined in a perpendicular direction, the blades (40 to 42) are controlled to receive the load in the direction opposite to the side where the tower (10) is inclined or oscillates from wind.",2013,F03D   7/024; F03D  11/00; F05B2240/95; Y02E  10/723; Y02E  10/721; F03D   7/0204; F03D   7/0224; F03D   7/02; F05B2240/93; F03D   7/00
417845774,KR20120112735,INSTALLING APPARATUS FOR OFFSHORE TOWER,"Disclosed is an apparatus for installing an offshore tower structure capable of loading an offshore tower structure thereon and facilitating an installation of the offshore tower structure such as an offshore aerogenerator by turning a loading surface. The disclosed apparatus for installing an offshore tower structure comprises: a main body fixable on the sea; a rotatory body forming a part of the bottom of the main body, on which a tower structure is loaded, and is downwardly rotatable from the main body by being connected through at least one rotatory shaft to the main body. The apparatus for installing offshore tower structure is provided to use a self-rotating loading surface on which the tower structure is loaded, to make the tower structure stand, thereby facilitating installation of the tower structure.",2012,F03D  13/22; B63B   9/06; F05B2240/95; F05B2230/60; B63B  35/44; F03D  11/00; B63B  35/00; F03D  13/10
417849489,KR20120116353,Wind Turbine Installation Vessel,"A ship including an aerogenerator is disclosed. According to the embodiment of the present invention, the ship including an aerogenerator comprises: a hull where a wind power generation facility is installed; multiple jack-up legs which are installed in order to move up and down in the hull; a jack-up device which includes a motor to lift or lower the hull along the jack-up leg; an engine generator which supplies power to the motor in order to elevate the jack-up leg; and a control unit which previously actuates the engine generator and increases the load of the engine generator partially from the initial load prior to the jack-up to lift the hull along the jack-up leg, and increases the load of the engine generator from the partially increased load to the normal load during jack-up. [Reference numerals] (1300) Preparatory load",2012,F03D  11/00; F05B2240/95; B63B   9/06; B63B  35/00; B63B  35/44; F05B2230/50; Y02E  10/727
417854294,KR20120130724,APPARATUS FOR REPEATEDLY HORIZONTAL LOAD OF PILE AND TEST METHOD FOR HORIZONTAL LOAD SUPPORT FORCE OF PILE USING THE SAME,"The present invention relates to a device for measuring the horizontal displacement of a base (10) of a pile structure of which the lower part is buried in soil (1) and provides a device for repeatedly applying a horizontal load on a pile which is characterized by comprising a body (100) including an internal space receiving the soil (1), supporting members (200) formed on the upper side and both sides of the body (100), horizontal load loading equipment (300) which is joined to the supporting members (200) and which repeatedly applies a horizontal load on the base (100), and a horizontal displacement measuring unit (400) which is installed on the supporting members (200) and which measures the horizontal displacement of the base (10); and a method for testing the horizontal load bearing power of a pile using the same. The present invention estimates the movement of the structure by simulating an environment which the structure actually and repeatedly receives a horizontal load. Furthermore, the present invention can obtain short- and long-term stability by analyzing properties of the horizontal movement of a base structure of an offshore wind power system and increases user convenience by facilitating changes in conditions for repeatedly loading a horizontal load. [Reference numerals] (400,AA) Horizontal displacement measuring unit; (500,BB) Load gauge",2012,G01B  21/32; F03D  13/22; E02D2200/15; E02D  33/00; E02D2300/0034
417855111,KR20120132275,CONSTRUCTING METHOD OF CONCRETE STRUCTURE FOR SUPPORTING WIND TURBINE TOWER,"The present invention relates to a concrete support structure for supporting a marine facility, capable of stably supporting and installing a marine structure, and a construction method for the same. the concrete support structure for supporting a marine structure includes a concrete lower plate installed on the bottom; a plurality of concrete columns which is installed in a prefabrication type by being extended from the concrete lower plate to the upper surface upwards; and a concrete upper plate in which the marine facility is installed and which is integrally connected to the upper end of the concrete column. The concrete support structure is transferred to the sea by using buoyancy and installed on the sea by stages by being filled with water.",2012,E02B  17/025; E02D  27/52; E02B  17/02; E02B2017/0039; F03D  11/04
417856169,KR20120117199,AIR FLOATING TUBE DOUBLE INCREACE WIND FORCE DYNAMO,"The present invention relates to a wind power generator including a levitation tube capable of increasing the power generation amount. Two upper and lower main tubes are molded made of synthetic resin, and four tubes are adhered to all surfaces of the main tubes to form a frame. Four films are adhered to the 4 tubes to resist against the wind. When seen from the upper main tube, each tube extends diagonally in a left direction to connect to the upper main tube, so that the upper main tube is rotated in a counterclockwise direction by the wind. When seen from the lower main tube, each tube extends diagonally in a right direction to connect to the lower main tube, so that the upper main tube is rotated in a clockwise direction by the wind. A generator is interposed between the upper and lower main tubes, in which a stator of the generator is connected to a lower center of the upper main tube, and a rotor of the generator is connected to an upper center of the lower main tube. The upper and lower main tubes are filled with helium gas to be lifted in the air. The stator is rotated with the upper main tube in the counterclockwise direction, and the rotor is rotated with the lower main tube in the clockwise direction, thereby increasing the power generation amount twice.",2012,F03D  11/00; F03D   3/005; F03D   9/00; F05B2240/921; F05B2240/211; Y02E  10/74; F03D   3/0445; F03D   3/00; F03D   9/25
417856265,KR20120140619,SOLAR-WAVE-WIND COMBINED MOORING POWER GENERATION UNIT AND SYSTEM,"The present invention relates to a solar-wave-wind combined power generation apparatus including a frame mooring on the surface of the sea and having a flow channel therein; a first module having a solar cell on one side and a floating member on the other side to float the solar cell on the surface of the sea; a rotary shaft fixed to the frame by extending from one side of the first module so that the first module rotates by waves; and a second module of which one end is connected to the first module and the other end reciprocates in the longitudinal direction of the frame. The apparatus can generate electricity, desalinate the seawater, and supply emergency power and cooling water at station blackout.",2012,F03B  13/264; Y02E  10/725; F03D   9/00; F03B  13/16; H02S  10/10; F03B  13/00; F03G   7/00; B63B  22/00; B63B  35/00; H02S  20/00; Y02A  20/141
417856718,KR20130020583,HYBRID GENERATOR FOR THE OCEAN,"The present invention relates to a hybrid ocean power generation apparatus including a wave power generation device that is fastened to a lower portion of a floating main body and generates power by using the vertical movement of a floating body which floats on the sea. Further provided in a lower portion of the floating body are an underwater frame that is immersed in the sea; a ballast that is fastened to a lower end portion of the underwater frame; an underwater floating body that is fastened to be slid while supporting an outer circumferential edge of one side of the underwater frame; and a plurality of cables that are fastened to the underwater floating body and an anchor block which is disposed on the sea bed. According to the present invention, wave power generation can be effective, the loss or collapse of the ocean power generation apparatus can be prevented, and power generation efficiency can be significantly improved because the vertical amplitude of the floating body is not limited.",2013,Y02E  10/38; Y02E  10/20; F03B  17/00; F03B  17/025; F03B  13/20; F03D   9/008; F05B2260/40; Y02E  10/50; F03B  13/16; F05B2220/7068; Y02E  10/70; F03B  13/1815
417856992,KR20130086625,"SPIRAL PILE HAVING SUB-ANCHOR, AND CONSTRUCTING METHOD OF SUCH SPIRAL PILE",The present invention relates to a spiral pile which is embedded in the undersea soft ground to fix an underwater structure such as a wind power generation foundation structure and a tide generation foundation structure. The spiral pile can stably maintain a pullout state of the undersea soft ground by performing large pullout resistance by anchoring a tensile wire connected to a sub-anchor.,2013,E02D   5/56; E02D  27/50; E02D   5/80; E02D  27/52; B63B  21/26
417857191,KR20130090389,FLYING OBJECT OPRATION SYSTEM HAVING POSITION CONTROL FUNCTION,"The present invention relates to a system for operating a flying object in a state of floating above the ground. The present invention includes the flying object that floats in the air; a ground unit that is disposed on the ground; and a wire unit that connects the ground unit to the flying object with one end fixed to the ground unit and the other end fixed to the flying object. The flying object has a horizontal wing and a vertical wing that are provided to be rotatable relative to the flying object so as to adjust the direction of drag against wind; and a control unit that detects the position of the flying object to control the pivoting of the horizontal wing and the vertical wing according to the detected position. According to the present invention, self-position control is possible, and thus the flying object can be fixed to a mission area with stability using a single wire, which ensures stability in carrying out a mission by the flying object.",2013,B64B   1/12; B64F   1/14; B64B   1/52; B64F   3/02; F05B2240/922; Y02E  10/70; Y02T  50/82; B64B   1/44; B64C  39/022; B64D  39/00; F03D   5/00; G01C  21/005
417858061,KR20120125939,OFFSHORE WIND POWER GENERATOR AND METHOD FOR MAINTAINING THE SAME,"Disclosed are a wind power generator and a method of maintaining the same. The wind power generator includes a tower provided with an exit at a lower side thereof, an object to be moved being installed in the exit; a platform provided below the tower and providing a passage communicating with the exit from the outside of the tower; and a moving device moving the object installed in the exit out from the exit. The moving device has a first rail extending from the installed position of the object to the exit; a door rotating vertically around a hinge shaft positioned at a lower end portion of the exit to open/close the exit, the door being opened outwardly from the tower; a second rail formed at one surface of the door and connected to the first rail and extending outwardly from the tower if the door is opened; a lift unit lifting the object from the installed position; and a vehicle moving along the first and second rails while the object lifted by the lift unit is loaded on the vehicle positioned on the first rail.",2012,F03D  11/00; E04H  12/00; F03D  80/50; Y02E  10/727; F05B2230/80; F03D  13/40; F05B2240/95; F03D  11/04
417858069,KR20130030874,WIND POWER GENERATOR,Disclosed is a wind power generator. The wind power generator according to an embodiment of the present invention includes a main shaft that is connected to a rotor; a main frame that rotatably supports the main shaft; a nacelle cover that surrounds the main frame; a rotor lock disk that is attached to the outer circumferential surface of the main shaft at the front side of the main frame; and a sealing structure that seals a separated space which is formed between the nacelle cover and the outer circumferential surface of the rotor lock disk. The sealing structure has a base member that is fixed to the main frame at the rear side of the rotor lock disk; a first sealing member that seals a gap between the base member and the outer circumferential surface of the rotor lock disk; and a second sealing member that seals a gap between the nacelle cover and the base member.,2013,Y02E  10/723; F05B2240/14; F03D  11/00; F05B2240/57; F03D   1/00; F03D   7/00; Y02E  10/726; F03D  11/02; F03D  80/80
417866722,CN201410012663,Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines,"A floating wind turbine platform includes a floatation frame (105) that includes three columns (102, 103) that are coupled to each other with horizontal main beams (115). A wind turbine tower (111) is mounted above a tower support column (102) to simplify the system construction and improve the structural strength. The turbine blades (101) are coupled to a nacelle (125) that rotates on top of the tower (111). The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower (111) or in the top of the tower-supporting column (102). The floatation frame (105) includes a water ballasting system that pumps water between the columns (102, 103) to keep the tower (111) in a 10 vertical alignment regardless of the wind speed. Water-entrapment plates (107) are mounted to the bottoms of the columns (102, 103) to minimize the rotational movement of the floatation frame (105) due to waves.",2009,B63B  35/00; B63B  35/44; B63B  39/03; F03D  13/10; F03D   7/0204; F03D  17/00; E04H2012/006; F03D  13/25; Y02E  10/22; Y02E  10/727; B63B   1/107; E02B2017/0091; F03D  80/00; F05B2240/95; B63B  39/06; B63B2039/067; F03D   9/25; F05B2240/93; E02B   9/00; E02B  17/04; B63B2035/446; F03D   9/257; Y02E  10/725
417875108,CN201410036701,Hydro-viscous speed regulator of wind power synchronous generator set,"The invention provides a hydro-viscous speed regulator of a wind power synchronous generator set. The hydro-viscous speed regulator is mainly composed of a machine body, an input shaft, an output shaft, a friction plate assembly and a control oil cylinder. The control oil cylinder is a double-acting single-ended output oil cylinder, a metering type closed loop is adopted as a hydraulic control oil passage, a metering type plunger fuel pump is adopted as a fuel pump, and a piston rod of the control oil cylinder is connected with a pressing plate of the friction plate assembly through an isolating bearing. A programmable controller or a single board computer electric control system for automatically operating and controlling the oil passage is arranged. When the oil passage is closed, the piston can be rigidly locked at a given position. The hydro-viscous speed regulator is simple in hydraulic loop, strong in adjusting rigidity, good in speed adjusting stability, flexible in motion, high in power and wide in speed adjusting range. The wind power synchronous generator set formed by the hydro-viscous speed regulator can completely solve the technical problem of low voltage rid-through in wind power generation. The hydro-viscous speed regulator can also be used for forming a marine shaft synchronous generator set with a main engine on a ship as power, and transportation cost is greatly saved.",2014,Y02E  10/723; F16D  35/00; F03D   7/00
417897885,CN201320715868U,Warning device used for fishing boat,"A warning device used for a fishing boat comprises an ultrasonic detector, a wind power generating assembly and a warner. The wind power generating assembly comprises a base, a rotary support, a wind power generator and a storage battery. The rotary support is movably arranged at the top of the base, both the wind power generator and the storage battery are arranged at the top of the rotary support, the wind power generator is electrically connected with the storage battery, the storage battery is electrically connected with the ultrasonic detector and the warner respectively, a guide plate is arranged at the tail end of the wind power generator, solar cell panels are arranged on the two side faces of the guide plate respectively and the solar cell panels are electrically connected with the storage battery. According to the warning device used for the fishing boat, wind energy and solar energy can be collected when the fishing boat runs through the arranged wind power generator and the solar cell panels arranged on the guide plate, after the energy is converted, the energy is stored in the storage battery, electric energy in the storage battery is used by the warner and the ultrasonic detector, therefore, the load of a fishing boat engine is effectively reduced and motive power is improved.",2013,B63B  45/00
417899816,CN201320639091U,Offshore wind turbine grouting pile foundation and offshore wind turbine using the same,"The utility model discloses an offshore wind turbine grouting pile foundation and an offshore wind turbine using the same. The pile foundation comprises a pile foundation driven into seabed soil and an upper supporting structure. Supporting legs of the supporting structure are in sleeved joint with the pile foundation. Shear connectors are arranged inside the supporting legs or outside the pile foundation. The supporting legs and the pile foundation are fixed through concrete pouring. The wind turbine foundation is reinforced and fixed through arrangement of the shear connectors and pouring concrete, so that it is ensured that the structure of the foundation has reliable strength, rigidity and stability. Meanwhile, the offshore wind turbine using the pile foundation is firm in support and high in safety.",2013,E02D  27/52; E02D   5/28; E02D  27/12; E02D  27/42
417899818,CN201320639203U,Offshore wind turbine pile foundation and offshore wind turbine using the same,"The utility model discloses an offshore wind turbine pile foundation and an offshore wind turbine using the same. The pile foundation comprises a pile foundation driven into seabed soil and an upper supporting structure. Supporting legs of the supporting structure are in sleeved joint with the pile foundation. Shim strips are arranged inside the supporting legs or outside the pile foundation. Tops of the supporting legs and the pile foundation are fixedly connected by crown plates. The arranged shim strips restrain transverse movement of the pile foundation, and the welded crown plates restrain vertical movement of the pile foundation. The shim strips and the crown plates are combined to enhance stability of the wind turbine foundation. The offshore wind turbine using the pile foundation is firm in support and high in safety.",2013,E02D  27/12; E02D  27/42; E02D  27/52
417899838,CN201320571870U,Basic wave current excitation vibration reduction device for offshore wind power single pile,"The utility model relates to a basic wave current excitation vibration reduction device for an offshore wind power single pile. Wave currents are smoothed and flowing states are improved by utilizing a wing-shaped wall surface with a short head and a long tail, various water power excitations are reduced from vibration sources, and passed loads are separated and absorbed through viscoelastic damping materials, so that the purpose of reducing pile foundation vibration is achieved. The vibration reduction device which automatically moves up and down along water level change is always in a main excitation area of the wave currents by changing water body weights inside a balancing water tank and adjusting relative position of a device and the water surface and under combined actions of the gravity and buoyancy force, the vibration reduction device enables the head and tail to be maintained consistent with wave current directions and plays role in vibration reduction flexibly along with change of wave current directions under combined actions of head pressure and tail suction of the wing-shaped overflowing wall surface. The basic wave current excitation vibration reduction device for the offshore wind power single pile has the advantages of enabling the pile foundation vibration to be reduced by more than 70 % and being simple in structure and convenient to achieve.",2013,E02D  31/08
417906060,PT20090734886T,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,NULL,2009,B63B  35/44; B63B  39/06; B63B2039/067; E02B2017/0091; F03D   9/25; F03D   9/257; F03D  17/00; F05B2240/95; B63B  39/03; Y02E  10/727; B63B  35/00; E02B   9/00; Y02E  10/725; E04H2012/006; F03D   7/0204; Y02E  10/22; F03D  13/10; B63B2035/446; B63B   1/107; E02B  17/04; F03D  13/25; F03D  80/00; F05B2240/93
417912209,DK20060016098T,FremgangsmÂde til drift af en vindm¯llepark,NULL,2006,Y02E  10/723; F03D   7/0284; F03D   7/04; F05B2240/95; F03D   9/00; F03D   7/02; F03D   7/048; F03D   9/257; F05B2260/80; F03D   9/255; F05B2270/1071
417946512,US201213676680,Offshore installation method of a wind power generator and its fabrication segments,"The invention relates to an offshore installation method of a wind power generator and its fabrication segments. A prefabricated wind power generator is finished at a first location, and then carried by a ship to a second location for installation, largely saving installation time. With a tower inserted down through a base to shrink height of the generator, the ship can not only effectively diminish shaking posed by wind and sea waves, advancing steadiness of delivery, but also be one with smaller tonnage to save cost.",2012,E02B2017/0091; E04H  12/34; E02B  17/027; E04H  12/342; E02B2017/0047; E02D  23/08; E04H  12/00; E02B2017/0039; E04H2012/006; E02B  17/0004; E04H  12/344
418003451,ES20140030259,Estructura flotante para soporte de turbinas eÛlicas marinas y procedimiento para su construcciÛn e instalaciÛn,"Estructura flotante para soporte de turbinas eÛlicas marinas y procedimiento para su construcciÛn e instalaciÛn. La estructura flotante para soporte de turbinas eÛlicas marinas comprende una torre (1) que define una porciÛn superior (1a) donde se puede montar una turbina eÛlica y una porciÛn inferior (1b) que est· sumergida, al menos parcialmente, en el mar, y se caracteriza porque tambiÈn comprende una plataforma de flotaciÛn (2) formada de una sola pieza con dicha torre (1) y que est· formada alrededor de dicha porciÛn inferior (1b) de la torre. La invenciÛn tambiÈn se refiere al procedimiento para la construcciÛn de dicha estructura y al procedimiento para su instalaciÛn. Permite sumar las ventajas del reducido coste del hormigÛn como material, una geometrÌa sencilla y de f·cil ejecuciÛn en dicho material y un calado suficientemente pequeÒo para poder instalar la estructura de acuerdo con la presente invenciÛn en un amplio rango de profundidades: desde aguas intermedias hasta aguas profundas.",2014,E02D  27/425; F03D  13/22; Y02E  10/727; E02D  27/42; F03D  13/25
418042008,US201113288150,Efficient energy producing system,"A system for generating output energy with minimal input energy is disclosed. The system's components include a crankshaft, a speed multiplier, a first electrical generator, a transformer, and a fluid power circuit. The speed multiplier is coupled to the crankshaft by way of a low-speed shaft. The first electric generator is coupled to the speed multiplier by way of a high-speed shaft. The transformer is configured to receive electricity produced by the first electrical generator. The transformers output electricity is used to power the fluid power circuit. The fluid power circuit is reciprocally coupled to the crankshaft, such that operation of the fluid power circuit sets the crankshaft in motion. The fluid power circuit may be an oleo-hydraulic circuit or a pneumatic circuit. A rotor and fluid-propelled turbine may also be affixed to the crankshaft in order to set the crankshaft into motion.",2011,F01C  13/00; F01K  27/00; H02K   7/1823; F02C   6/00; F02D  25/00; H02J   9/08; H02P   9/04; Y02E  10/725; F03D  15/10; H02P   9/00; F02D  29/06; B63H  23/24; F01D  15/00; F03D   9/25; F03D   9/28; F02C   1/04; H02K  53/00; H02K   7/18; Y02P  80/158
418076833,CN201410044586,Pile holding type offshore wind power generation set positioning and installing device and construction method,"The invention relates to a pile holding type offshore wind power generation set positioning and installing device which comprises a fixing frame fixed on a boat body, wherein an upper holding device, a floating body capable of being separated from the boat body, and a lifting device fixedly installed on the floating body are arranged on the fixing frame, a fixing beam capable of moving vertically along with the lifting device is installed on the lifting device, a lower holding device is arranged on the fixing beam, and a pile holding device is fixedly connected to the lower portion of the fixing beam. According to the pile holding type offshore wind power generation set positioning and installing device and a construction method, stability of draught fan installation is high, construction is convenient, transportation is safe, installation speed is high, the influence on the surrounding environment is small, safety is achieved, and engineering construction cost is low.",2014,Y02E  10/727; B63B  35/00; E02B  17/02
418078219,CN201410044561,Offshore wind power generation set horizontally-assembling and integrally-overturning-and-erecting installation system and method,"The invention relates to an offshore wind power generation set horizontally-assembling and integrally-overturning-and-erecting installation system which is characterized by comprising a hoisting system, a draught fan, a tower tube and a supporting platform arranged below a wharf, the hoisting system, the draught fan and the tower tube are arranged on the wharf, a draught fan tower tube erecting device is further arranged on the wharf, and the erecting device comprises a ballasting system detachably mounted on the bottom of the draught fan tower tube and an overturning device arranged beside the wharf. The method comprises the steps that the draught fan is horizontally assembled and then moved to a position beside the wharf, the draught fan tower tube is made to be perpendicular to the wharf, and then the draught fan tower tube is erected. By the adoption of the structure, draught fan assembly can be achieved quickly and safely, the influence of natural conditions such as wind and other weather conditions is small, construction is convenient, overturning speed is high, and the tower tube can be both overturned and placed flat. The technology is small in influence on the surrounding environment, safe, and low in engineering construction cost.",2014,F03D  11/04; Y02E  10/727; F03D  13/10; F03D  13/25
418078221,CN201410044719,Offshore wind power generation set horizontally-assembling and integrally-overturning-and-erecting device and construction method thereof,"The invention relates to an offshore wind power generation set horizontally-assembling and integrally-overturning-and-erecting device which comprises a ballasting system detachably mounted on the bottom of a fan tower tube, an overturning device arranged beside a wharf, and a supporting platform arranged below the overturning device, wherein the overturning device comprises an overturning supporting plate hinged to the edge of the wharf and a hydraulic oil cylinder with one end hinged to the overturning supporting plate and the other end hinged to the wharf. By the adoption of the structure, fan assembly can be achieved quickly and safely, the influence of natural conditions such as wind and other weather conditions is small, construction is convenient, overturning speed is high, and the tower tube can be both overturned and placed flat. The technology is small in influence on the surrounding environment, safe, and low in engineering construction cost.",2014,F03D  11/04; F03D  13/20; B66F  19/00; Y02E  10/727
418078223,CN201410044744,Inhaul cable jack lifting type offshore wind power generation set installing device and construction method,"The invention relates to an inhaul cable jack lifting type offshore wind power generation set installing device. The device comprises a draught fan fixing frame fixedly mounted on a draught fan installation boat, wherein a draught fan lifting installation device is mounted in the fixing frame. The method comprises the steps that after a draught fan is loaded, a top locking device and a bottom locking device are both kept in a locking state; after reaching an installation site, the top locking device is loosened, a retaining device is loosened, the bottom locking device is kept in the locking state, the lifting device is started to pull the bottom locking device through a steel wire rope, the top locking device conducts locking to enable a draught fan foundation to be aligned with the draught fan after the whole draught fan is lifted to a certain altitude, and then the lifting device is started and the draught fan is put down to achieve accurate installation. According to the inhaul cable jack lifting type offshore wind power generation set installing device and a construction method, stability of draught fan installation is high, construction is convenient, transportation is safe, installation speed is high, the influence on the surrounding environment is small, safety is achieved, and engineering construction cost is low.",2014,F03D  13/25; Y02E  10/727; F03D  11/04
418116819,CN201320811859U,Offshore wind power assembly platform,"The utility model discloses an offshore wind power assembly platform. The offshore wind power assembly platform is characterized in that a platform body is included, a left ballast tank which is higher than the platform body is arranged on a left side board of the platform body, a right ballast tank which is higher than the platform body is arranged on a right side board of the platform body, a bottom ballast tank is arranged on the platform body, a conveying guide rail is arranged on the platform body, a fixing jacklift used for fixing a draught fan tower is arranged between the left ballast tank and the right ballast tank on the platform body, a left board side fixing support is arranged on the inner side of the upper portion of the left ballast tank, a right board side fixing support is arranged on the inner side of the upper portion of the right ballast tank, the fixing jacklift used for fixing the draught fan tower is arranged between the left board side fixing support and the right board side fixing support, and cranes are arranged both on the left board wall and the right board wall of the platform body. The offshore wind power assembly platform is large in structural size, good in stability, and capable of normally working under the condition of certain stormy waves. The offshore construction difficulty is greatly lowered, construction period is shortened, construction flexibility is improved, and different schemes can be used for different wind field conditions for mounting.",2013,B63B  35/44; F03D  11/00
418122030,CN201320809016U,Equipment for transporting wind driven generators on sea,"The utility model discloses equipment for transporting wind driven generators on the sea. The equipment comprises a ship body used for bearing the wind driven generators, a rail is arranged on the ship body, a fixing tower which can slide along the rail and is used for transporting and fixing the wind driven generators is arranged on the rail, and the ship body is further provided with a rotating type crane which is used for lifting the wind driven generators which are assembled at a wharf onto the rail. A wharf base is used as a temporary assembling field, the wind driven generators are wholly assembled on the wharf first, then the wind driven generators are lifted to the rail of the ship body through the rotating type crane on the ship body and are fixedly connected with the fixing tower, a plurality of wind driven generators can be placed on the rail, the assembled wind driven generators are transported to the specified mounting positions of offshore wind plants, the operation time for offshore mounting of the wind driven generators is effectively shorted, the risk of offshore operation is lowered, and the construction efficiency is improved.",2013,F03D  11/04
418188024,ES20110707994T,MÈtodo para comprobar la condiciÛn estructural de las turbinas eÛlicas,"MÈtodo para comprobar el estado estructural deparques eÛlicos en forma de turbinas eÛlicas con varias palas de los rotores. Caracterizado por el registro de cada una de las turbinas eÛlicas que conforman el parque eÛlico desde un helicÛptero, de tal forma que tanto el parque eÛlico, las palas del rotor o partes de las mismas se escaneen individualmente por una o m·s c·maras instaladas en el helicÛptero, y que los datos determinados se guarden y, posteriormente, se envÌen para su evaluaciÛn por medio de una unidad de software para el procesamiento o la estandarizaciÛn de los mismos en relaciÛn con cualquier daÒo detectado.",2011,F03D  11/04; F03D  13/20; F05B2270/8041; Y02E  10/727; F03D  80/55; F03D   1/00; F03D  80/50; F03D  11/00; F03D  17/00; F05B2240/95; F05B2270/805
418364868,CN201410077288,"Floating fan base with flare type tension legs, marine wind-driven generator and construction method","The invention discloses a floating fan base with flare type tension legs, a marine wind-driven generator and a construction method. The floating fan base comprises a top supporting platform, a bottom supporting structure, at least three hollow stand columns and a ballast regulating system, wherein the top supporting platform is used for supporting a pylon, blades and a wind-driven generator set; the bottom supporting structure is connected with multiple tension legs; the top supporting platform is connected with the bottom supporting structure via the hollow stand columns, the hollow stand columns are arranged around the vertical center line of the floating fan base, and each stand column inclines outwards from a lower end to an upper end relative to the vertical center line of the floating fan base; the ballast regulating system is arranged in the stand columns and/or the bottom supporting structure. The marine wind-driven generator of the base with the structure has excellent movement performance, integral wet towing can be performed, and the floating fan base and the marine wind-driven generator are convenient to manufacture, assemble and mount.",2014,B63B   1/107; B63B  35/44; B63B2039/067; F05B2240/93; F03D  13/25; B63B2001/128; B63B2035/446; F05B2240/95; Y02P  70/523; B63B  21/502; Y02E  10/727
418395955,CN201320748315U,Wind wheel assembly platform used for mounting offshore wind farm wind turbine in a split mode,"A wind wheel assembly platform used for mounting an offshore wind farm wind turbine in a split mode comprises a flatbed barge, a wheel hub pedestal is arranged in the middle of the central axis of the deck of the flatbed barge, three wind turbine blade root adjustable brackets are evenly distributed in the circumferential direction of the wheel hub pedestal, a wind turbine blade front adjustable bracket I is arranged in the front of the central axis of the deck of the flatbed barge, the two sides of the rear of the deck of the flatbed barge are respectively connected with a turn-over type working platform in a hinged mode respectively, and the outer ends of the two turn-over type working platforms are respectively provided with a wind turbine blade front adjustable bracket II. The wind wheel assembly platform effectively solves the problem that a large-area working platform is needed for wind wheel assembly, and the construction period for offshore split installation is greatly shortened. Through match between the wind turbine blade root adjustable brackets, the wind turbine blade front adjustable bracket I, the wind turbine blade front adjustable brackets II and a wind turbine wheel hub, influences of wind and waves on installation are avoided in the offshore hoisting operation, and not only is equipment protected, but also the largest hoisting load required by a hoisting ship is reduced.",2013,B63B   9/00; B63B  35/44
418398704,CN201320738790U,Precast concrete jacket type offshore wind turbine foundation,"The utility model relates to a precast concrete jacket type offshore wind turbine foundation. The offshore wind turbine foundation is characterized by comprising a reinforced concrete frame precast ashore, foundation piles and a cap beam, wherein the reinforced concrete frame precast ashore comprises upper and lower guide beams, connecting beams, stand columns and a core tube; reserved pile holes are evenly distributed in the upper and lower guide beams; the foundation piles penetrate through the reserved pile holes; a plurality of stand columns are evenly distributed between the upper and lower guide beams; the cylindrical core tube is arranged in the central portion of the upper and lower guide beams; the core tube is connected with the upper and lower guide beams through the radial connecting beams to form an integral structure; the cap beam is arranged on the surface of the upper guide beam; and the cap beam, the reinforced concrete frame and the foundation piles form an integral precast concrete foundation structure. The precast concrete jacket type offshore wind turbine foundation has the benefits that the conventional method of adopting a cast-in-place concrete foundation is changed, the lighter reinforced concrete structure frame is precast ashore firstly and then placed at the seabed of a coastline, and then the precast foundation piles are inserted into and fixedly connected with the frame to form the integral foundation, and the integral wind turbine foundation which is firm and resistant to wind waves can be built.",2013,E02D  27/42; E02D  27/44
418398730,CN201320748383U,Grouting and blocking device for offshore wind turbine guide pipe frame foundation,"A grouting and blocking device for an offshore wind turbine guide pipe frame foundation comprises a guide pipe frame and a steel pipe pile. A plurality of supporting bases are distributed in the circumferential direction of the elevation position of the steel pipe pile, adjusting bolts are vertically arranged on the supporting bases, a supporting tray for supporting the guide pipe frame is arranged above the supporting bases, a guide pipe cylinder installed on the steel pipe pile in a sleeved mode is arranged at the lower end of the guide pipe frame, an annular cavity for grouting and blocking is formed between the guide pipe cylinder and the steel pipe pile, and a hollow sealing rubber ring is arranged between the position above the supporting tray and the lower end opening of the guide pipe cylinder. The grouting and blocking device ingeniously integrates the blocking function and the bearing function, anti-sinking plates are omitted, a large amount of steel for the anti-sinking plates is saved, the engineering construction cost is reduced, and the grouting and blocking device has good economic benefits and social benefits.",2013,E02D  29/16
418400233,CN201320656055U,Wind energy and ocean current energy combined power generation device,"The utility model discloses a wind energy and ocean current energy combined power generation device. Since the existing power generation device is a power generator which is driven by one type of energy to generate power, the energy utilization ratio is low. The wind energy and ocean current energy combined power generation device consists of a first main shaft, a second main shaft, an on-water wind wheel, a first ratchet wheel, a second ratchet wheel, a disk power generator and an underwater wind wheel; the on-water wind wheel is arranged on the first main shaft, the first main shaft is connected with one input shaft of the disk power generator through the first ratchet wheel, the underwater wind wheel is arranged on the second main shaft, the second main shaft is connected with the other input shaft of the disk power generator through the second ratchet wheel, and the on-water wind wheel and the underwater wind wheel are symmetrically arranged by taking the disk power generator as a center. The wind energy and ocean current energy combined power generation device has the advantages that since the ratchet wheels are used, the wind energy and ocean current energy can be used for generating power in both independent and combined ways, the applicability is high and mutual influence is not caused.",2013,Y02E  10/38; Y02E  10/74; F03B  13/14; F03D   3/00
418400235,CN201320691683U,Single-pile type wave energy and wind energy integral power generating device,"The utility model provides a single-pile type wave energy and wind energy integral power generating device, which consists of various facilities including a pile body, a wave energy power generating machine cabin, several groups of crank rocker devices, several groups of floater force arms, several groups of oscillation floaters, a machine cabin push rod, a wireless communication device, a wave tide instrument and the like. The wave tide instrument is used for measuring the real-time data of the wave height and the tide position of the waves, several groups of floater force arms and the machine cabin push rod are driven to be lengthened or shortened according to the preset rule, so the length of several groups of floater force arms and the floating position of the wave energy power generating machine cabin are changed, and the wave energy input moment size is actively regulated. When the device provided by the utility is utilized, more stable energy wave can be obtained, a wave energy collecting device and an offshore wind energy collecting device are merged into a whole, the wave energy of a plurality of oscillation floaters can be collected for generating electricity, offshore wind energy can also be collected, the utilization efficiency of energy sources can be favorably improved, and the power generating cost is reduced.",2013,F03B  15/00; F03D   1/00; F03D   9/00; Y02E  10/725; F03B  13/14; Y02E  10/38; H02K   7/18
418400271,CN201320866451U,Marine power generation device,"The utility model relates to a marine power generation device. The utility model has the technical scheme that the marine power generation device comprises a marine wind generating set and a marine solar energy generating set, wherein the marine wind generating set and the marine solar energy generating set share a base; the base is provided with a tower body; the upper part of the tower body is provided with a cabin; the cabin is provided with a wind power generation device and a solar energy power generation device which are electrically connected with an electrical storage device arranged in the cabin; one side of the cabin is provided with a fan blade; the top and the other three sides of the cabin are respectively provided with a solar cell panel; the top of the cabin is also provided with an arrester. The marine power generation device has the advantages that wind power generation and solar energy power generation are integrated by the device, so that the powder of the nature is fully utilized, and green energy resource is created.",2013,H02S  10/12; Y02E  10/725; F03D   9/00; F03D  11/00; F03D   9/02
418403731,CN201320873774U,Wind source generating device of floated air bag leakage detecting testing stand,"The utility model discloses a wind source generating device of a floated air bag leakage detecting testing stand. The wind source generating device is characterized in that, a wind channel for holding an air bag to be detected is arranged, and two ends of the wind channel are equipped with a wind inlet and a wind outlet. A wind channel is arranged in the wind generating device, an air bag is placed in the wind channel for detection, a complex environment where a floated air bag is located in air is simulated through control of wind power and wind direction in the wind channel, test requirements are met, thus detection results are accurate and reliable.",2013,G01M   3/02
418410285,DK20090180850T,FremgangsmÂde til beskyttelse af undervandskabel og undervandslangr¯r,NULL,2009,F03D   9/02; F03D   9/14; F03D   9/25; Y02E  10/72; F03D  13/25; H02G   9/02; H02G   9/025; F03D  13/22; F16L   1/123; Y02E  60/17
418411902,EP20140725000,FLOATING WIND TURBINE STRUCTURE,NULL,2014,B63B   1/107; F03D  13/20; F03D  13/25; F03D   1/0608; F05B2240/93; Y02E  10/721; Y02E  10/726; F03D   1/0666; F03D   1/0691; Y02E  10/727; B63B  21/50; B63B2001/128; B63B2035/446
418445323,US201214118831,Natural energy extraction apparatus,"An object of the present invention is to provide a natural energy extraction apparatus comprising a vertical rotating shaft and a float for supporting the vertical rotating shaft, wherein the internal structure of the float is simpler, the float and a mooring apparatus are more compact, and production cost is lower than in the conventional natural energy extraction apparatus. A natural energy extraction apparatus comprises a first float forming a swingable vertical rotating shaft, a second float moored to surround the first float, and a power transmission device attached to the second float to convert rotational kinetic energy of the first float to driving torque for driven equipment, and the natural energy extraction apparatus is installed on a body of water.",2012,F03D   9/25; F03D   9/008; F03D  13/22; F03D  15/00; F05B2240/93; F05B2270/1011; Y02E  10/28; F03D   7/06; F03D   9/00; F03D  13/20; Y02E  10/223; F03B  17/063; F03D   9/11; Y02E  10/74; F03D   3/005; F05B2240/95; Y02P  70/527; F03B  17/06; F03D   3/00; F03D   3/02; F05B2260/904; Y02E  10/38; F03D  80/30; Y02E  10/727; Y02P  70/523
418460471,AU20120332991,Power generation at a subsea location,"A technique facilitates powering of devices at a subsea location without requiring routing of hydraulic pressure and/or electric signals through an umbilical from a surface location. A fluid flow, such as an injection chemical fluid flow, is at least partially routed through a flow converter disposed at a subsea location. The flow converter converts energy from the fluid flow to energy used to operate a power generation device. The power generation device may be designed to generate electrical, hydraulic, or other suitable power which is utilized at the subsea location.",2012,F03B  13/02; F05B2220/60; Y02P  80/158; F05B2240/97; E21B  43/12; Y02E  10/725; E21B  33/043; E21B  41/0085; E21B  43/16; E21B  33/0355; F05B2240/95; F03B  13/10; Y02B  10/50; F05B2220/602
418474235,DE201210222756,"In der offenen See schwimmendes und ¸ber Abspannmittel mit Ankern verbundenes Tragwerk f¸r Windkraftanlagen, Servicestationen oder Konverterstationen","In der offenen See schwimmendes und ¸ber Abspannmittel (5) mit Ankern (4) verbundenes Tragwerk f¸r Windkraftanlagen (3), Servicestationen oder Konverterstationen mit einem Unterwassertragwerk (1) mit ñ ersten an den Eckpunkten eines Polygons angeordneten und ¸ber jeweils wenigstens zwei stabfˆrmigen und beabstandet zueinander angeordneten ersten Abstandskˆrpern (8) miteinander verbundenen sowie als Tr‰ger f¸r ein Tragger¸st (2) dienenden Auftriebskˆrpern (6) als Kerntragwerk, ñ zweiten als Ausleger der ersten Auftriebskˆrper (6) und in den Eckpunkten eines Polygons angeordneten Auftriebskˆrpern (7), wobei die Polygone der ersten Auftriebskˆrper (6) und der zweiten Auftriebskˆrper (7) die gleiche Form aufweisen und sich jeweils ein erster Auftriebskˆrper (6) zwischen zwei zweiten Auftriebskˆrpern (7) befindet, ñ wenigstens zwei stabfˆrmigen und beabstandet zueinander angeordneten zweiten Abstandskˆrpern (9) jeweils zur Verbindung der zweiten Auftriebskˆrper (7) mit seinen beiden benachbarten ersten Auftriebskˆrpern (6), ñ jeweils wenigstens einer Strebe (12) zur Verbindung der beiden beabstandet zueinander angeordneten stabfˆrmigen Abstandskˆrpern (8, 9) und ñ jeweils einen die stabfˆrmigen Abstandskˆrper (8, 9) im Auftriebskˆrper (6, 7) miteinander verbindenden Tragstab (13), wobei sich die Endenbereiche der stabfˆrmigen Abstandskˆrper (8, 9) im Auftriebskˆrper (6, 7) befinden, so dass das Unterwassertragwerk (1) ein Stabtragwerk mit den Auftriebskˆrpern (6, 7) ist und sich die Knotenpunkte sowohl zwischen stabfˆrmigen Abstandskˆrper (8, 9) und Tragstab (13) als auch zwischen stabfˆrmigen ...",2012,Y02E  10/727; B63B2001/128; B63B2001/126; B63B   1/107; B63B2035/446; B63B  35/44; B63B  21/502
418475565,DE20122012844U,"Wasserfahrzeug, wie zum Beispiel Surfboard mit einer Antriebseinheit","Antriebseinheit f¸r ein Wasserfahrzeug, insbesondere ein Wassersportger‰t, vorzugsweise ein Surfboard, umfassend: a) eine Propellerwelle (1), die um eine Propellerwellendrehachse (1a) drehbar ist und an der ein Propeller (9) befestigbar oder befestigt ist, b) eine Antriebswelle (2), die um eine Antriebswellendrehachse (2a) drehbar und mit einem Motor (10) verbindbar oder verbunden ist, c) wobei die Antriebswelle (2) so mit der Propellerwelle (1) verbunden ist, dass eine Drehung der Antriebswelle (2) um ihre Antriebswellendrehachse (2a) eine Drehung der Propellerwelle (1) um ihre Propellerwellendrehachse (1a) bewirkt, dadurch gekennzeichnet, dass d) die Propellerwellendrehachse (1a) windschief in Bezug auf die Antriebswellendrehachse (2a) angeordnet ist und die Propellerwellendrehachse (1a) um die Antriebswellendrehachse (2a) schwenkbar ist.",2012,B63B  32/10; B63B  35/79; B63H   5/14; B24B  55/052; F03D   3/0436; Y02E  10/74; B63H   5/125; B63H  21/17; F03D   3/04; B63H2005/1258; B63H   5/20; F03D   3/02; B63H2005/1256
418478277,US201414167137,Power generation apparatus,"A marine power generation apparatus is provided for generating power from an ocean current. The apparatus includes a turbine operable to generate power when within an ocean current. The turbine includes a pair of turbine blade assemblies each having a hub, a set of turbine spokes, stays or blades extending radially from the hub; and a circumferential ring extending around and connected to an outer periphery of the set of turbine spokes, stays or blades. The pair of turbine blade assemblies is mounted for same-direction rotation when placed in an ocean current and each being coupled with a common turbine shaft or a turbine shaft assembly. In addition, the turbine shaft is coupled along a shared axis with a rotor or an electrical generator. Means is also provided for anchoring the power generation means relative to a floor of the ocean and in alignment with the ocean current.",2014,E02B   9/08; F03B  13/10; F03D  15/10; F03B  17/063; F03D   9/00; H02P   9/04; F03D   9/008; Y02E  10/28; F03D  80/70; F03B  13/00; Y02E  10/72; F03D   9/11; F03D   9/25; Y02E  10/38; F03B  17/06; F03D   1/02; F03D   9/32; F03D  80/60; F05B2240/95; Y02E  10/725
418511310,RO20130000966,HYDROELECTRIC RIVER TURBINE WITH MOBILE BLADES,"The invention relates to a hydroelectric river turbine with an even number of mobile eccentric blades which are self-tiltable at different rotation angles. According to the invention, the turbine consists of a steel shaft () on which two iron or cast steel hubs () are mounted, as follows: a lower hub with four blade-holder necks and an upper hub with four arms wherein the blades are mounted in an active vertical position, the blades being mobile, mounted eccentrically on the shaft neck and consisting of a framework made of zinc-plated or stainless steel pipe on which a cloth or sail is attached, so that they can tilt between 0 and 90∞, in the vertical and horizontal plane, the moment of rotation which puts the turbine into motion being induced by this alternate tilting under different angles due to the water stream, as follows: when two blades () are in the vertical plane, locked in a stopping arm () in the rotation plane 0...180∞, clockwise, the other blades () are tilted, reclined in the horizontal plane, in the rotation plane 180...360∞, the blades being anchored by a stretched wire on rollers, in pairs, i.e. a vertical one at 180∞downstream with its horizontal upstream pair at 360∞, where, when the blade () exceeds a 180∞-rotation, the water stream makes it recline to the horizontal position downstream and, by the wire stretched on the rollers, pulls its upstream pair, the blade (), which is horizontal, rotates it about the neck as to increase its lead angle against the water front coming from upstream, rising it to the vertical position, this way it becoming the active blade which moves the turbine shaft, the same cycle being identically repeated with the other pair of blades (), the blades numbering being made clockwise starting from upstream, the shaft with blades being mounted on a mobile platform, on a floating dock, and, by means of a large-diameter primary wheel mounted on the shaft and of a four-stage rotary speed amplifier of 1/375 rpm, an output of 1500 rpm is reached, taking into account that the primary wheel has a speed of 4 rpm and a single-phase or three-phase generator is coupled to this stage.",2013,F03D   1/06; F03B   7/00; Y02E  10/721
418544475,EP20140170720,Plant for the production of wind energy at sea,"Die Erfindung betrifft eine Anlage zur Erzeugung von Windenergie auf See mit mehreren seegest¸tzten Windkraftanlagen (1) mit jeweils einer einen Turm (1.1) tragenden Gr¸ndungsstruktur aus mehreren Hohlstrukturelementen (2) und einem aus mehreren Komponenten (4, 4.1, 4.5, 4.6, 4.7, 4.8, 4.8) bestehenden Umspannwerk. Erfindungsgem‰fl ist vorgesehen, dass ein Funktionsmodul (7) ein oder mehrere in einem abgeschlossenen Geh‰use angeordnete Komponenten (4, 4.1, 4.5, 4.6, 4.7, 4.8, 4.8) aufweist und die Funktionsmodule (7) an den Hohlstrukturelementen (2) ¸ber eine lˆsbare Verbindung befestigt sind. Hierdurch kann auf eine eigene Plattform f¸r Umspannwerk verzichtet werden.",2014,E02B2017/0091; F03D   9/25; F03D   9/257; F05B2240/14; F05B2240/95; F03D  80/82; F03D  13/25; F05B2230/61; F05B2240/142; Y02E  10/725; Y02P  70/523; Y02E  10/727; E02B  17/027; F03D  80/80
418597999,CN201320740572U,Sliding door structure of marine wheel house,"The utility model discloses a sliding door structure of a marine wheel house. The sliding door structure of the marine wheel house comprises a rectangular door frame, a sliding door and a limiting component, wherein the sliding door is arranged in the rectangular door frame, sliding mechanisms controlling the sliding door to slide are arranged at the top and the bottom of the sliding door respectively, the sliding door comprises an outer side framework and a door sheet, a handle is arranged on the door sheet, the door sheet is installed on the rectangular door frame, the handle is provided with a rubber fender, the front end of the rubber fender makes contact with the sliding door, and the limiting component is located on the rotating path of the handle. According to the sliding door structure of the marine wheel house, a guide rail, the sliding door and the door frame are of an integrated structure, so that the sliding door structure of the marine wheel house is convenient and rapid to install, the front end of the rubber fender makes contact with the sliding door by rotating the handle, the sliding door is prevented from sliding, the sliding door can be fixed with any size in the size range of a through hole, and therefore an operator in the wheel house can adjust the opening degree of the sliding door according to the intensity of offshore wind power.",2013,E05B   1/00; B63B  19/08; E06B   3/46
418599097,CN201320698021U,Sea scenery wave power generation ship,"A sea scenery wave power generation ship comprises a ship body, wherein the stern side of the ship body externally extends to form two reflecting walls opened in a bifurcate manner; a wave guiding surface is arranged on the inner end sides of the two reflecting walls in a step-by-step climbing manner; the topmost wave guiding surface is connected with a water reservoir; a water outlet is formed in the bottom of the water reservoir; a low water head hydraulic generator is arranged below the water outlet; and a plurality of wind turbines and a plurality of photovoltaic cell arrays are arranged on the ship body, and the wind turbines, the photovoltaic cell arrays and the low water head hydraulic generator are connected with storage batteries. According to the sea scenery wave power generation ship, the ship is enabled to be berthed on the sea and contacted with wind, sunlight and waves in multiple aspects, then wind energy, light energy and wave energy are obtained and utilized to be converted into electric energy comprehensively, so that high-efficiency utilization of natural and clean energy is realized, simultaneously, the petrochemical energy consumption is reduced, and the utilization ratio of the clean energy is increased.",2013,B63B  35/00; Y02E  10/38; F03D   9/00; Y02E  10/727; F03B  13/22
418599115,CN201320579453U,Windsurfing drum type wind power generator,"The utility model discloses a windsurfing drum type wind power generator which comprises a floating revolving system, windsurfing drum type blade sets, an annular cover and vertical columns. The annular cover is arranged on the top or lateral side of the windsurfing drum type blade sets through the vertical columns, the floating revolving system is arranged below the windsurfing drum type blade sets and used for enabling the windsurfing drum type blade sets to revolve, the windsurfing drum type blade sets are provided a plurality of windsurfing drum type blades annularly distributed, and stators of the generator are mounted on the windsurfing drum type blades, and rotors of the generator are correspondingly mounted on the annular cover. Electric energy is generated through cutting magnetic induction lines of the stators and the rotors.",2013,Y02E  10/725; F03D   9/00
418599151,CN201320826274U,Simple offshore wind generating set cabin cooling system,"The utility model provides a simple offshore wind generating set cabin cooling system which is used for overcoming the defects that according to an existing wind generating set cabin cooling scheme, reliability is poor, energy consumption is high, and economic benefits are low. The cabin cooling system is composed of an air heat exchanger, two independent ventilating ducts, two ventilating fans and two temperature sensors, wherein the air heat exchanger is arranged in a totally closed cabin, the two independent ventilating ducts extend to the outer side of the cabin from two opposite air inlets of the air heat exchanger, the two ventilating fans are arranged in any independent ventilating duct and any remaining air inlet of the air heat exchanger respectively, the two temperature sensors are arranged inside and outside the cabin respectively, and the two ventilating fans and the two temperature sensors are both connected with a master control system of a wind generating set. The cabin cooling system prevents influences on components in the cabin caused by entering of marine air outside the cabin and is simple in structure, reasonable in arrangement and convenient to maintain, the components are convenient to replace, and a reliable cooling effect can be achieved at low cost.",2013,F03D  11/00
418625482,TW20121130405,Offshore installation method of wind turbine and assembly structure thereof,"An offshore installation method of wind turbine and assembly structure thereof, characterized in that a wind turbine is pre-assembled at a first location, and then the pre-assembled wind turbine is delivered to a second location via a hull for assembly and installation, thus significantly reducing set-up time of the wind turbine, and in the course of delivery, the tower of the wind turbine can penetrate through the base downwardly in order to significantly reduce the height of the wind turbine and shorten the length of lever arms, as such, the present invention can not only effectively reduce the shaking caused by winds and waves in order to enhance the stability of delivery, but also use a hull with a smaller tonnage for delivery in order to achieve the cost-saving effect.",2012,F03D  11/04
418634893,DE20132009991U,"Struktur, insbesondere Gr¸ndungsstruktur f¸r eine Windenergieanlage, Windenergieanlage, Arbeitsplattform oder Spundwand, sowie Einrichtung auf See oder an der K¸ste damit","Struktur, insbesondere Gr¸ndungsstruktur f¸r eine Windenergieanlage, Windenergieanlage, Arbeitsplattform oder Spundwand, mit wenigstens einem metallischen Element (4) f¸r die Anordnung zumindest teilweise in der oberhalb der Wasseroberfl‰che (8) eines Gew‰ssers (2) befindlichen Spritzwasserzone (7) und mit wenigstens einer das metallische Element (4) zumindest in zugeordneten Oberfl‰chenabschnitten umgebenden Umh¸llung (14) f¸r einen Schutz dieser der Umh¸llung (14) zugeordneten Oberfl‰chenabschnitte des metallischen Elementes (4) vor Korrosion, dadurch gekennzeichnet, dass die Umh¸llung (14) ein saugf‰higes Material (15) aufweist.",2013,C23F2213/22; C23F2213/31; F05B2280/101; F05B2240/95; F03D  13/22; F05B2280/1071; C23F  13/06; F03D  13/25; Y02E  10/727; F03D  80/00
418685727,UAA201003444,WIND-DRIVEN POWER PLANT,"A wind-driven power plant has a mast that is arranged as two tubes installed in telescopic way, connected in hinged way with thrust bearing. The lower tube has larger diameter, its upper part is connected with four guys to anchors fixed in earth, and the lower end rests on foundation in hinged way. The ends of the tube are connected by four rods that go from the end of the tube with cross piece, with formation of spatial truss. The upper tube has smaller diameter, at its upper end horizontal axle is fixed, this is hinged to wind wheel of bicycle type. The wind wheel is arranged as connected to each other two-row bushing, spokes and rim. Face area of the rim is covered with rigid cowl, and at the outer surface of the rim set of blades if fixed. Free ends of the blades are connected to each other with outer rim with bended edge as confuser. The wind wheel is connected by gearing to electric generator fixed to the tube with a holder. To the tube with the middle section guide rod is attached, with guide blade at the end, this can rotate in free way within right angle between two restrictors arranged as rods fixed with the ends to the tube in horizontal plane. Guide rod is pressed to one of restrictors, it is parallel to axis of the working wheel. Free end of the restrictor is connected to load with cable that goes through block at the middle section of the guide rod and block at its free end. Free end of the other restrictor is connected to parachute with cable that goes through the block at the middle section of guide rod and guide ring at its end.",2010,F03D   1/04; F03D   7/02; Y02E  10/723
418702093,ES20110705943T,Soporte flotante para una estructura off-shore tal como en especial una eÛlica,"Soporte flotante para estructura off-shore tal como en especial una eÛlica, del tipo que comprende medios en forma de m·stil de soporte (16) cuya parte superior est· asociada a la estructura y cuya parte inferior est· asociada a unos medios en forma de flotador (18) y a unos medios que configuran un lastre (17), caracterizado por el hecho de que los medios en forma de flotador (18) comprenden al menos tres flotadores alargados (19, 20, 21) dispuestos regularmente alrededor de los medios en forma de m·stil (16) e inclinados con respecto a los medios en forma de m·stil (16) un ·ngulo comprendido entre 15∞ y 45∞ para presentar una forma general ensanchada a partir de la parte inferior de los medios en forma de m·stil (16), y para definir dos posiciones estables del soporte, una tumbada y la otra erguida sobre los medios en forma de flotador (18).",2011,B63B  35/44; E02B  17/02; E02B  17/027; E02B2017/0091; F05B2240/95; B63B   9/06; F03D  11/04; F03D  13/25; Y02E  10/727; B63B2035/446; F03D  13/22; E02B  17/00; B63B  43/06; B63B  75/00; B63B   1/107; B63B   1/125; F05B2240/93
418717640,AU20130214147,"Foundation structure of an offshore plant, in particular an offshore wind turbine, which foundation structure is to be installed at a low noise level, and installation method therefor","The invention relates to a foundation structure (1) of an offshore plant, in particular an offshore wind turbine, comprising at least one foundation element that can be anchored to the seabed without a gravity foundation and without a floating foundation and a support structure (2) fastened thereto for fixing the offshore plant. According to the invention, in order to achieve a high level of environmental compatibility of the foundation structure (1) during the installation and a simple and economical installation, the foundation element is a pile (5) that can be inserted into the seabed by means of drilling and/or by means of vibratory driving, can be fixed in the seabed by means of an organic and/or inorganic material, and is oriented at an angle from a vertical on the seabed. The invention further relates to a method for installing said foundation structure (1) on a seabed (4), wherein first the coupling element (3) is anchored by means of piles (5) inserted into the seabed (4) and then the support structure (2) is connected to the coupling element (3).",2013,E02D  27/425; E02D  27/525; E02D  27/12; E02D  27/42; E02D  29/06; E02D  27/52
418717764,AU20130317303,Method for transporting an offshore wind turbine in a floating manner,"A method for transporting an offshore turbine in a floating manner is disclosed in which a frame 5 construction is mounted on a deck of a transportation and installation ship; a wind turbine foundation connected to a transition segment is prepared in advance; the transition segment is extended from the frame construction; the wind turbine foundation is 10 temporarily secured with the frame construction; the wind turbine tower, wind turbine head and blades are hoisted in turn and then are assembled to form an entire wind turbine machine; and finally the entire wind turbine machine is conveyed to the installation place. 15 The method for transporting an offshore turbine in a floating manner according to the invention may achieve transporting the entire wind turbine machine in a single step, facilitate easy operation and obtain high success rate. For a huge offshore wind turbine machine, 20 there is also no need for using large hoisting machine and convey ship to perform offshore work and accordingly, the inventive method reduces cost in a great scale compared to prior art technology. Moreover, as the wind turbine foundation, wind turbine tower, 25 wind turbine head, as well as the wind turbine blades may maintain the same attitude throughout the manufacture, transportation and use, risk of causing damage to components of the wind turbine is reduced significantly; thereby assisting in achieving 5 anti-damage requirement for the entire structure and further reducing construction cost.",2013,E02B2017/0091; F03D  11/04; F05B2240/95; F03D  13/22; Y02P  70/523; B63B  35/00; B63B  35/003; E02B  17/02; E02B2017/0047; F03D  13/40; F03D  13/20; F03D  13/25; F05B2230/6102; Y02E  10/727
418755989,ES20090775346T,Turbinas eÛlicas marinas desmontables con sistema de amarre preinstalado,"Dispositivo generador de energÌa flotante que comprende al menos dos turbinas eÛlicas montadas sobre una estructura abierta flotante que comprende un bastidor de tubos huecos interconectados sumergidos (10b, 10c, 10d) amarrados al lecho marino vÌa un sistema de amarre, cada turbina eÛlica presenta, en el modo operativo, una pala y una parte de rotor montada en la parte superior de una torre y est· conectada vÌa un cable a un cable de exportaciÛn de potencia de alta tensiÛn sumergido (33) para exportar la electricidad generada por al menos dos molinos, el sistema de amarre comprende una plataforma giratoria que se extiende al menos parcialmente por encima del nivel del agua y est· por encima del nivel del agua unida a una estructura abierta vÌa un brazo de manera que la estructura abierta puede hacer veleta alrededor de un eje de rotaciÛn del sistema de amarre, el sistema de amarre soporta sobre su eje de rotaciÛn un pivote elÈctrico (32), cuyo est·tor est· conectado al cable de exportaciÛn de potencia de alta tensiÛn sumergido (33) y cuyo rotor est· conectado a los cables de las turbinas eÛlicas, caracterizado por el hecho de que la estructura abierta flotante comprende una unidad electrÛnica de potencia de control central (8) colocada sobre la estructura abierta flotante conectada a la unidad electrÛnica de potencia de control (8) colocada sobre la estructura abierta flotante conectada a los cables de las turbinas eÛlicas y al rotor del 15 pivote (32) donde la estructura abierta flotante est· conectada a la plataforma giratoria vÌa una horquilla pivotante (29) que comprende dos brazos interconectados que se extienden desde puntos de conexiÛn separados entre sÌ sobre la estructura abierta hasta la plataforma giratoria, los brazos forman un ·ngulo agudo.",2009,B63B  35/44; F03D   9/25; F03D  11/00; F05B2240/95; F03D   1/00; F03D  80/50; F03D  80/85; Y02E  10/725; B63B2035/446; F03D  13/10; F03D  13/40; B63B  21/50; F03D  13/25; Y02E  10/727; F05B2240/93; Y02E  10/38; F03D  80/00
418808112,CN201410052662,Offshore wind power generation and shellfish culture integrated system,"The invention discloses an offshore wind power generation and shellfish culture integrated system, and belongs to the field of culture equipment. The offshore wind power generation and shellfish culture integrated system comprises fixed rings, wind power generator foundation pillars, a net body, a hoister, a cable, buckles and a fence, wherein the net body is arranged in the four wind power generator foundation pillars through the fixed rings; the hoister is arranged on one wind power generator foundation pillar and is connected with the net body through the cable. According to the system, equipment for anchoring and the like required in the conventional raft culture can be omitted, so that the overall wind power generation area simultaneously has the function of culturing shellfish, and the labor and the equipment cost are reduced.",2014,Y02E  10/725; Y02P  60/64; F03D   9/00; Y02A  40/81; A01K  61/00; F03D   9/25
418808114,CN201410052758,Offshore wind power generation and algae culture shared equipment,"The invention discloses offshore wind power generation and algae culture shared equipment, and belongs to the field of culture equipment. The offshore wind power generation and algae culture shared equipment comprises fixed rings, wind power generator foundation pillars, a net body, a hoister, a cable, buckles and a fence, wherein the net body is arranged in the four wind power generator foundation pillars through the fixed rings; the hoister is arranged on one wind power generator foundation pillar and is connected with the net body through the cable. According to the equipment, equipment for anchoring and the like required in the conventional raft culture can be omitted, so that the overall wind power generation area simultaneously has the function of culturing algae, the labor and the equipment cost are reduced, and one piece of equipment has two purposes.",2014,F03D  13/25; Y02E  10/727; A01G  33/00; F03D  11/00; Y02P  60/12; F03D   9/00; Y02E  10/725; Y02A  40/88
418808124,CN201210493769,Offshore mounting method and assembly structure for wind driven generator,"The invention provides an offshore mounting method and an assembly structure for a wind driven generator. Preassembly of the wind driven generator is completed at a first site, the preassembled wind driven generator is transported to a second site to be assembled, and accordingly, the setting time of the wind driven generator can be greatly shortened. During transportation, a tower column of the wind driven generator can penetrate a base downwards, so that the height of the wind driven generator is greatly reduced, and the force arm length is shortened. By means of the offshore mounting method and the assembly structure, shaking caused by wind waves can be effectively retarded, the transportation stability is improved, the wind driven generator can be transported through a boat of the small tonnage, and the cost is saved.",2012,Y02E  10/727; F03D  13/25; F03D  11/00; F03D  13/10
418814177,CN201410083516,Equivalent modeling method for offshore wind power system suitable for reactive compensation,"The invention discloses an equivalent modeling method for an offshore wind power system suitable for reactive compensation. The equivalent modeling method comprises the following steps: I, grouping wind power generators in a wind power plant according to a topological structure of the offshore wind power system, wherein each group comprises at least one wind power generator; II, working out the total capacity of equivalent wind power generator sets by adopting a load flow calculation method, wherein a branch formed by multiple wind power generators of each group becomes a single-chain branch of the corresponding wind power generator set, and equivalent capacity is the sum of the capacity of all the wind power generator sets; III, performing equivalent analysis on transformers in the wind power generators of each group to obtain an equivalent multi-machine system; IV, performing the equivalent analysis on current collection systems of the multiple groups of wind power generators to obtain an equivalent multi-chain system; V, establishing a simulation model of the offshore wind power system suitable for the reactive compensation according to results obtained in the steps II, III and IV. The modeling method disclosed by the invention is simple, capable of establishing the model rapidly and better meets the requirement of practical application.",2014,G06F  17/50
418822261,CN201280023230,"Systems for minimizing yaw torque needed to control power output in two-bladed, teetering hinge wind turbines that control power output by yawing","Systems and methods for increasing operational efficiency of wind turbines, especially offshore wind turbines. The invention discloses systems and methods for reducing the torque needed to rotate a rotor shaft axis with respect to the wind direction. Systems and methods for controlling the rotational speed of the rotor shaft axis are also disclosed.",2012,F03D   1/0691; Y02E  10/723; F03D   7/0268; Y02E  10/721; F03D   7/028; F03D   7/042; F05B2240/2022; F03D   7/02; F03D   1/06; F03D   7/0204; F03D   1/0658; F03D   7/0212
418838014,CN201320206515U,Mechanical energy storage ship,"The utility model discloses a mechanical energy storage ship. A fan impeller is mounted on the ship to receive wind energy and drive a transmission shaft to rotate, and the transmission shaft above a deck is provided with a protection barrel for guaranteeing the safety during rotation; the lower end of the transmission shaft is connected with a friction clutch, and the clutch is used for controlling whether the energy is transmitted to a conversion branch unit by gear engagement or disengagement; the conversion branch unit can be used for transmitting the energy to different energy storage units of an energy storage group through gear control, and the energy storage group is connected with a power integrator; the power integrator can be used for controlling the energy storage units outputting the energy and the number of energy storage units through gear adjustment of an operating rod of the power integrator and transmitting the energy to a speed changer; the speed changer can be used for controlling the output energy and the rotary speed through gear adjustment of an operating rod of the speed changer and transmitting the output energy to a screw shaft and a propeller through a universal joint, or the speed changer is used for transmitting the output energy to a power generator for converting the output energy into the electric energy required for the ship.",2013,Y02T  70/58; F03D   9/02; Y02E  10/72; B63H  13/00
418843738,CN201320859375U,Yaw supporting structure for offshore wind turbine,"The utility model discloses a yaw supporting structure for an offshore wind turbine. The yaw supporting structure for the offshore wind turbine comprises a hollow supporting barrel, a machine frame connecting flange is arranged at an opening in one end of the supporting barrel, a tower connecting flange is arranged at an opening in the other end of the supporting barrel, and a yaw drive mounting hole and a lubricating gear mounting hole are formed in the inner wall of the supporting barrel. The supporting barrel, the machine frame connecting flange and the tower connecting flange are integrally cast through nodular cast iron. The yaw supporting structure comprises the hollow supporting barrel, on one hand, split transportation is achieved, transportation difficulty is lowered, transportation is convenient and low in cost, and mounting is convenient; on the other hand, a machine frame and a tower are connected through castings, part of vibration caused by the machine frame can be absorbed, and unit operation stability is improved.",2013,F03D  11/00
418979484,KR20120118375,"Floating wind power generation with passive underwater heaving and rolling/pitching damper, passive heaving and rolling/pitching damper for floating wind power generation","The present invention relates to a floating type wind power generator with a manual underwater heaving and rolling/pitching damping device and the manual underwater heaving and rolling/pitching damping device for the floating type wind power generator and, more specifically, to a floating type wind power generator with a manual underwater heaving and rolling/pitching damping device and the manual underwater heaving and rolling/pitching damping device for the floating type wind power generator which stably floats the floating type wind power generator installed in the sea. Especially, the present invention can damp heaving or rolling/pitching generated on the floating type wind power generator by wind or waves by using the manual damping device generating power against the movement of the floating type wind power generator. Furthermore, the present invention can be installed not only on a new power generating facility, but also on an existing wind power generating facility and can be manufactured into various shapes according the shape of a floating structure of the floating type wind power generator, thereby minimizing the limitations on the installation of the floating type wind power generator. Therefore, the present invention can improve the stability, reliability, and competitiveness of the structure in a pollution-free power generation field, especially, in a marine wind power generation field.",2012,F03D  13/22; B63B2035/442; B63B2039/067; F03D  11/04; B63B  22/18; B63B  39/06; B63B2035/446; F03D   7/0296; F05B2240/95; F05B2260/964; F05B2240/93; E04H  12/00; Y02E  10/727; B63B   1/048; F03D  11/00; Y02B  10/30
418984726,KR20120121160,PLANT FACTORY SYSTEM,"Disclosed is a plant factory system. The disclosed plant factory system comprises: a plant factory installed on a floating structure on water; and a new renewable energy generating unit placed adjacent to the plant factory and producing the power required for the operation of the plant factory to supply the power to the plant factory. The new renewable energy generating unit comprises at least one among a water power generator producing electric power by using water power; a tidal power generator producing electric power by using tidal power; and a wave power generator producing electric power by using wave power. According to the present invention, the plant factory system has the advantage of providing users with the fun of harvest through plant cultivation while using energy effectively. In addition, according to the present invention, the plant factory system has the advantage of inducing competition among users to promote demand for the plant factory system.",2012,Y02E  10/50; A01G   9/00; F03B  13/14; F03G   7/00; Y02E  10/38; B63B  35/44; Y02E  10/70; A01G   9/26; G06Q  50/02; Y02E  10/20; Y02P  60/12
418990739,KR20120124461,A Portable Wind Generator,A wind generator according to the present invention comprises a hollow rotor opened in a vertical direction; a rotation module having one or more blades protruding from the outer circumference of the rotor; and an anchoring module to which the rotation module is joined to be rotated. The anchoring module comprises a central column jointed to the rotor through the top and the bottom of the rotor to be rotated; a rotor cover which is detachably joined to the top of the central column; a power transmission body connected to the rotor; and a generation part connected to the power transmission body. The portable wind generator according to the present invention is capable of effectively and conveniently generating power in various locations as the portable wind generator can be quickly and easily installed in any place as long as wind is available in the place.,2012,F03D  15/00; F03D  11/00; F03D   3/00; F03D   3/005; F05B2240/211; F05B2260/4031; Y02E  10/74; F03D  11/04
418996280,KR20120127548,MARINE WIND POWER GENERATOR,"The present invention relates to an offshore wind power generator and, more particularly, to an offshore wind power generator that can be installed conveniently and easily on the sea, and can protect rotating blades by reducing the rotation of the rotating blades even if a strong wind like typhoon blows. The offshore wind power generator according to the present invention comprises: a floating device; a rotating blade assembly; a power generating device; and a fixing device. The floating device floats on water. The rotating blade assembly comprises a plurality of blades including: a frame having en empty space for passing the wind inside; and a windbreak part for sliding along the frame to open and close so that the wind can pass into the frame or can be blocked. The rotating blade assembly is installed on the floating device. The power generating device includes: a driving axis combined with the rotating blade assembly to be able to rotate together with the rotating blade assembly; a power transmitting part for transmitting the rotational force of the driving axis; and an electric generator for generating electricity by using power transmitted by the power transmitting part. The fixing device fixes the floating device. According to the present invention, the offshore wind power generator is fixed on the sea by using the floating device. Therefore, the installation of the offshore wind power generator is easy and installation costs are low because engineering works are not needed to fix the offshore wind power generator on the sea.",2012,F03D   3/005; F03D  11/04; Y02E  10/727; F03D  11/00; F05B2240/95; F03D  13/22; F05B2240/211; F03D   3/00; F03D   3/04; Y02E  10/74; F05B2240/921
419006877,KR20130006322,FLOATING WIND POWER GENERATOR,"Disclosed is a floating type wind power generating unit. According to an embodiment of the present invention, the floating type wind power generating unit comprises: a main body on which a wind power generator is mounted; a lower structure which supports the main body and provides buoyancy to the main body; and a propulsion part installed on the lower structure to provide propulsion to the lower structure.",2013,F03D  13/22; B63H  25/42; F03D  11/00; F05B2240/95; F03D  11/04; B63B  35/00; F05B2240/93; Y02E  10/727
419011494,KR20130028658,MULTI SUCTION PILE AND CONSTRUCTION METHOD,"The present invention relates to a suction pile formed with a plurality of pipe members installed by using a heavy object guide and a construction method for a suction pile. The suction pile installed on the ocean floor to fix or bond a marine structure is formed with a plurality of pipe members. The suction pile increases a frictional area between the suction pile and the ocean floor so that resistance on a vertical load and a horizontal load is improved. A plurality of the pipe members is bonded by a heavy object so that the heavy object and the pipe member have pulling resistance. When a plurality of the pipe members is embedded into the ocean floor, the pipe members are easily and vertically installed by being guided by the heavy object so that the pulling resistance is maximized.",2013,E02D   7/20; E02D  27/14; E02D2300/0054; E02B2017/0078; E02D  27/52; F03D  13/22
419011714,KR20130154137,CONSTRUCTION METHOD FOR OFFSHORE STRUCTURE,"The present invention provides a method for building a marine structure (200) including a process of placing an FD line (40) close to an inner wall (1); a lower member manufacturing process of manufacturing a lower member (210) of the marine structure (200) on the FD line (40) while installing a buoyancy reinforcing member (100) for reinforcing the buoyancy of the lower member (210); a flooding process of flooding the FD line (40), the lower member (210), and the buoyancy reinforcing member (100) to lower the altitude of the lower member (210); an assembly process of forming the marine structure (200) by assembling an upper member (220) with the upper part of the lower member (210); a floating process of floating the FD line (40), the marine structure (200), and the buoyancy reinforcing member (100); a transporting process of transporting the FD line (40), the marine structure (200), and the buoyancy reinforcing member (100) to an installation position; and an installation process of installing the marine structure (200) and the buoyancy reinforcing member (100) by flooding them on the installation position. The method has excellent constructability and enables construction with less influence by weather.",2013,E02D  27/52; E02B  17/02; F03D  11/04; Y02P  70/523
419012036,KR20130013527,LIFTING UNIT AND WIND POWER GENERATOR INCLUDING THE SAME,"Disclosed are a lifting unit and a wind power generator including the same. According to an embodiment of the present invention, the lifting unit for lifting objects using a nacelle of a wind power generator comprises a first pulley on the nacelle; a second pulley on the outer side of a tower of the wind power generator; a driving member for rotating the first and second pulleys; a power transmission member which is wound on the first and second pulleys to cyclically move and which transmits rotatory power between the first and second pulleys; a connection member for connecting objects to the power transmission member; and an anchoring member for anchoring the second pulley to the bottom of the tower. The anchoring member includes an anchoring ring joined to the bottom of the tower to cover the tower, and an anchoring hook joined to the second pulley to be hooked to the anchoring ring.",2013,F03D  13/40; Y02E  10/72; B66C  23/18; F03D  11/00; F03D  80/50; F05B2230/80; F03D  11/04
419012510,KR20130118969,SEA WIND POWER GENERATOR INSTALLING SUB UNIT,The present invention relates to an assistive device for installing a sea wind power generator. The present invention provides an assistive device for installing a sea wind power generator. The assistive device includes a block body having an installation hole and an installation guide coupled to the block body such that a support moves by sliding towards the installation hole to be inserted into the installation hole when the installation guide comes into contact with a lower part of the support.,2013,Y02E  10/727; E02D  27/32; F05B2240/95; F03D  11/04; F03D  13/20; F05B2230/50; E02B  17/08; F03D  11/00; F05B2240/912
419018204,ES20090180850T,MÈtodo para proteger cables submarinos y tubos largos submarinos,"MÈtodo para proteger cables, tubos largos o tuberÌas submarinos, que incluye el paso de: instalar unidades de filtro (50) en forma de saco, que contienen en cada caso unos objetos en bloque (502) predeterminados, de modo que cubran los cables, tubos largos o tuberÌas submarinos sobre un fondo marino (200), comprendiendo la unidad de filtro un cuerpo de saco (501) tejido con hilo de fibra sintÈtica, y determin·ndose la cantidad de objetos en bloque (502) de modo que la porosidad de la tela tejida oscile entre el 45% y el 90% para reducir la fuerza de arrastre del agua que fluye a travÈs del cuerpo de saco (501).",2009,F03D   9/02; F03D   9/14; F03D  13/25; F03D  13/22; H02G   9/02; Y02E  10/72; H02G   9/025; Y02E  60/17; F16L   1/123; F03D   9/25
419026895,FR20140051654,SYSTEME DE CONVERSION D'ENERGIE EOLIENNE EN ENERGIE ELECTRIQUE INTEGRANT UN MOYEN DE STOCKAGE D'AIR COMPRIME,"L'invention concerne un systËme de conversion d'Ènergie Èolienne en Ènergie Èlectrique, le systËme intÈgrant des moyens de conversion et de stockage d'Ènergie sous forme d'air comprimÈ (8). Selon l'invention, les moyens de conversion et de stockage d'Ènergie comprennent des compresseurs (4, 5) reliÈs ‡ l'Èolienne, des moyens de stockage de la chaleur (6, 7) et des moyens de stockage de l'air comprimÈ (8), et des turbines (9, 10) reliÈes ‡ une gÈnÈratrice Èlectrique (11).",2014,F01D  15/10; F03D   9/17; F03D   9/28; Y02E  60/15; F03D  11/02; F04D  25/00; Y02E  60/17; F03D   3/00; F03D  13/25; F05B2240/93; F05B2240/95; F03D   9/02; F04D  25/16; F05B2260/207; Y02E  10/727; F03D  11/00; F05B2240/211
419028819,EP20140728434,TILT DAMPING OF A FLOATING WIND TURBINE,NULL,2014,F03D  80/80; F03D  17/00; Y02E  10/725; F03D   1/06; Y02E  10/721; F05B2240/93; F03D   7/0224; F03D   7/02; F03D  13/20; Y02E  10/723; F03D   9/25; F03D   7/0296; F03D   7/043
419046648,CN201310318324,Device for oxyhydrogen electrolysis and collection by utilization of electric energy generated from wind power generation,"The invention relates to a device for oxyhydrogen electrolysis and collection by utilization of electric energy generated from wind power generation. The device comprises a shell body equipped with a watertight holding space, a wind power generation module which is arranged outside the top of the shell body, and an electric power storage module, an electrolytic reaction module and a control module which are arranged in the holding space. The electrolytic reaction module comprises an electrolytic cell and two storage cells. The electrolytic cell is used for holding water, can carry out electrolytic treatment of water, and guides generated hydrogen and oxygen after electrolysis of water to the storage cells respectively for storage. The control module is electrically connected with the electric power storage module and the electrolytic cell respectively. The electrolytic cell carries out electrolysis of water. Thus, because the device floats on the sea and the device moves towards a position with a cyclone or a typhoon along the air pressure difference and the air flow direction, the device can utilizes wind power in the natural environment effectively, carries out electrolysis of water and stores the collected hydrogen and oxygen for fuel usage of an internal combustion engine in the future.",2013,C25B   9/04; Y02E  10/72; Y02E  60/366; Y02P  20/133; C25B   1/04
419048011,CN201410118654,Assembly type external prestressing active powder concrete wind power tower,"The invention relates to an assembly type external prestressing active powder concrete wind power tower. The assembly type external prestressing active powder concrete wind power tower comprises a foundation and a plurality tower barrels. The foundation is made of reinforced concrete. A foundation ring is embedded in the foundation. Each tower barrel is formed by pouring active powder concrete and is in a conical barrel shape. The inner side of each tower barrel is provided with a plurality of prestressing reinforcing bars in the longitudinal direction. The upper ends of the prestressing reinforcing bars are anchored on the inner side of the upper end face of each tower barrel after being stretched, and the lower ends of the prestressing reinforcing bars are connected with the foundation ring in an anchored mode. The prestressing reinforcing bars are evenly and equidistantly distributed on the inner walls of the tower barrels. The assembly type external prestressing active powder concrete wind power tower is reasonable in structure, low in manufacturing cost, convenient to transport and assemble, high in bearing capacity, good in durability and crack resistance, long in service life and easy to maintain.",2014,E02D  27/42; E04H  12/16
419081995,CN201320876279U,Structure reinforcing device used for wind power installation vessel,"The utility model relates to a structure reinforcing device used for a wind power installation vessel belonging to the structure optimization and reinforcement devices of the self-propelled offshore wind power installation vessels. The structure reinforcing device also can be used for the structure reinforcing of the jack-up platforms and other hoisting devices. The structure reinforcing device is used to overcome the defects of the prior art, and by combining the crane pedestal with the pile fixing rack, the structure reinforcing device is advantageous in that the occupied deck space is small, the installation distance between the crane and the blower fan is small, and the load moment is low. The structure reinforcing device is advantageous in that by combining the crane pedestal with the pile fixing rack, the pile fixing rack can be used for maintaining the fixed piles, and can be used as the reinforcing structure of the crane pedestal; the maximum load moment required by the crane can be reduced, and the deck arrangement area can be saved; the space for arranging other deck machineries can be provided, and the carrying capacity of the blower fan can be increased, and in addition, the costs of the devices can be saved.",2013,B63B  35/00; B63B  27/10
419081997,CN201320876333U,Offshore wind turbine installation vessel having offshore platform service function,"The utility model relates to an offshore wind turbine installation vessel having an offshore platform service function. The offshore wind turbine installation vessel is capable of overcoming the defects of the prior art, and has high working efficiency and other offshore operation functions. The offshore wind turbine installation vessel comprises a ship body, pile legs, a main crane pedestal, a main crane, and a movable-type crawler crane. Four pile legs are symmetrically disposed on two sides of a bow part and a stern part of the ship body, and the main crane pedestal is disposed on the pile leg position of one side of the stern body, and the main crane is disposed on the main crane pedestal. A concave/convex type container drilling ring and a container leg fastening device are disposed on the deck, which can be used to carry the movable-type crawler crane. The offshore wind turbine installation vessel is advantageous in that the effective working area of the deck can be increased, the utilization rate of the effective working space of the deck can be further increased, and therefore the carrying can be more flexible, the preparing time before the hoisting of the main crane can be saved, and the maintenance and other offshore businesses of the offshore platform can be well considered.",2013,B63B  35/00
419081999,CN201420010060U,"Stabilizer, floating foundation and offshore wind turbine","The utility model discloses a stabilizer, a floating foundation and an offshore wind turbine. The stabilizer comprises a U-shaped water tank which comprises a first column and a second column which are hollow and a bottom buoyancy tank connected between the bottoms of the two columns. The first column and the second column are communicated with the bottom buoyancy tank, and the tops of the first column and the second column are communicated through an air communication pipe. The floating foundation at least comprises the first column, the second column, a third column and at least one stabilizer. The offshore wind turbine comprises the floating foundation, mooring cables, a tower and blades and a wind generating set. The mooring cables are connected with the outer edge of the floating foundation and anchored to the seabed, the bottom end of the tower is mounted on the floating foundation, and the blades and the wind generating set are mounted at the top end of the tower. By means of the stabilizer, floating fan stabilization can be achieved simply and effectively through a double-resonance principle.",2014,B63B  35/44; F03D   1/00; B63B  35/00; B63B2001/128; B63B2035/446; B63B   1/107; F03D   9/00
419082039,CN201320876331U,Thruster system of wind power installation vessel,"The utility model relates to a thruster system of a wind power installation vessel, especially relates to a thruster of a wind power installation vessel capable of satisfying the DP2 level dynamic positioning standard. The thruster system of the wind power installation vessel belongs to the thruster field of controlling the steering torque of the heading. The thruster system is characterized in that the thruster system is constituted by a main thruster group and a bow part lateral thruster group; the main thruster group is vertical to a central line of the ship, and is disposed on a bottom part of a stern, and the bow part lateral thruster group is disposed on the bow part along the central line of the ship. The utility model is advantageous in that the thruster system of the wind power installation vessel can satisfy the requirements of the DP2 level standard of high redundancy, large thrust, and high cruising speed; the economical speed index of the ship cannot be influenced, when one of the thrusters breaks down; the working efficiency can be improved by 5%, and the cruising speed of ship can be improved by one knot to two knots, and therefore the conveying time of the wind power generator unit can be saved, the conveying costs can be reduced, the fast-positioning and the stable and reliable hoisting of the wind power generator unit can be realized.",2013,B63B  35/00; B63H  21/00
419086498,CN201420001264U,Truss type pile leg,"The utility model relates to truss type pile leg and pertains to the technical field of the pile leg structure of a self-elevating offshore wind power engineering ship or also applied to pile leg structures of self-elevating drilling and extracting platforms or other self-elevating hoisting equipment. The utility model is aimed at overcoming defects in the prior art so that the truss type pile leg used by being combined with a blot-type elevating system is designed. The truss type pile leg concretely comprises main chord pipes, pin holes, horizontal support rods and oblique support rods. The truss type pile leg is characterized in that: three or four mutually-parallel main chord pipes are connected via the horizontal support rods and the oblique support rods; and the multiple pin holes are distributed on the main chord pipes at equal intervals in a vertical direction. The truss type pile leg has following beneficial effects: by adoption of the design, no racks of the truss type pile leg are required to be welded so that manufacture cost of the pile leg itself and construction difficulty are remarkably reduced; and a bolt type elevating system is applied to a self-elevating offshore wind power engineering ship provided with the truss type pile leg and also applied to other self-elevating drilling and extracting platforms or other self-elevating hoisting equipment so that economical efficiency of a product is integrally enhanced.",2014,E02D  27/52; E02D  27/12
419088952,CN201320782213U,Louvered fluid power device,"The utility model discloses a louvered fluid power device. The louvered fluid power device is placed in the atmosphere with airflow existing or a water area with water flow existing. The louvered fluid power device comprises an axle and a plurality of wheel blades, wherein the wheel blades are fixed on the axle in the axial direction of the axle, evenly distributed on the axle in a radiation mode and drive the axle to rotate in the single direction under the action of the fluid power of the water flow or the airflow. Each wheel blade comprises a wheel blade framework and a plurality of windows formed in the wheel blade framework, wherein each window is provided with a louver blade capable of covering the window in downstream area and capable of opening the window in a countercurrent area, and all the louver blades are placed on the same side of the wheel blades. The louvered fluid power device has the advantages of being simple in structure, convenient to manufacture and low in cost, and can be popularized and applied in rivers and ocean currents all over the world and places with wind.",2013,Y02E  10/223; Y02E  10/74; F03B   3/12; Y02P  70/523; F03D   3/06
419089007,CN201420031084U,Cabin cooling system of offshore wind generating set,"The utility model discloses a cabin cooling system of an offshore wind generating set. The cabin cooling system comprises a cabin body, wherein a support is arranged on the outer wall of the cabin body, a heat exchanger is arranged on the support, and a thermal medium chamber and a cold medium chamber are arranged in the heat exchanger; an air inlet of the thermal medium chamber and an air outlet of the thermal medium chamber are arranged on the thermal medium chamber, and an air inlet of the cold medium chamber and an air outlet of the cold medium chamber are arranged on the cold medium chamber; the wall of the cabin body is respectively provided with a cabin air outlet and a cabin air inlet, a cabin air outlet pipeline is connected between the cabin air outlet and the air inlet of the thermal medium chamber, a cabin air inlet pipeline is connected between the air outlet of the thermal medium chamber and the cabin air inlet, and the air outlet of the cold medium chamber is provided with an outer circulating fan used for extracting thermally exchanged air in the cold medium chamber from the air inlet of the cold medium chamber. The cabin cooling system is simple in structure, easy to implement, and the inside and outside air is not directly contacted, so that moisture can not enter the cabin body.",2014,F03D  11/00
419209398,CA20122853057,ENERGY COLLECTOR,"The utility model discloses an energy collector, which comprises a hydraulic cylinder, a hydraulic motor and a water carrying wheel. A piston in the hydraulic cylinder is connected with a reciprocating type running gear; a water inlet pipe and a water outlet pipe are installed on the hydraulic cylinder; a one-way valve a is arranged in the water inlet pipe; a one-way valve b is arranged in the water outlet pipe; the water outlet pipe is connected with the hydraulic motor; the hydraulic motor is connected with the water carrying wheel in a transmission manner; and a water carrying pipe is installed in the middle of the water carrying wheel. A metal floating block or a wind wheel and a turnplate are adopted in the energy collector to drive the hydraulic cylinder to work; meanwhile, the hydraulic cylinder drives the hydraulic motor, and carries seawater out through the water carrying wheel, and converts potential energy or wind energy of waves into utilizable potential energy of water; the seawater after entering a water storage device can be further converted into mechanical energy, pneumatic energy or electric energy, thus realizing to convert natural energy into mechanical energy, pneumatic energy or electric energy under the premise of not emitting any greenhouse gases and not changing the ecological environment.",2012,Y02P  80/158; F03B  13/14; F03B  13/22; F03D   9/28; F03D  15/10; F05B2260/42; Y02E  10/38; F03B  13/24; F05B2260/406; F03B  13/187; Y02E  10/72
419216623,JP20120244459,WIRING SYSTEM FOR OFFSHORE WIND POWER GENERATION AND OFFSHORE WIND POWER GENERATION SYSTEM,"PROBLEM TO BE SOLVED: To provide a wiring system for offshore wind power generation and offshore wind power generation system, capable of suppressing its power generation efficiency from being degraded in the whole offshore wind power generation system and of being constructed regardless of the geography of a sea bottom.SOLUTION: The present invention comprises submarine cables that are laid between a plurality of offshore wind power generation equipment used for offshore wind power generation to transmit electric power. The submarine cables are laid under a floating state in the sea over the total length between the plurality of offshore wind power generation equipment.",2012,F03D   9/257; H02G   9/12; F05B2240/95; H02G   1/10; H02G   9/02; F05B2240/93; B63B  35/00
419218733,JP20120257955,DISASTER-PROOF SYSTEM FOR DAMPENING EVAPORATION OF WATER VAPOR OF MARINE EXCESS WATER WHILE GENERATING POWER,"PROBLEM TO BE SOLVED: To attain energy while preventing disaster under utilizing natural power.SOLUTION: Many plates 2 having double solar light power generating panels are arranged on an allowable regional marine around an equator. Rotating shafts are arranged at both ends and round weights little bit heavier than the double solar light power generation panel plates are arranged at extremity ends of central arms in such a way that each of the respective plates can perform a pendulum motion in a horizontal direction under the highest wind of natural one on the marine within a range of 180 degrees above in horizontal and vertical directions and in a vertical direction under no wind. At the time other than the sun is just above the system and no wind there, the plates of the double solar light power generation panels make shade on the marine surface to dampen adjust the evaporation of water vapor to enable over-water vapor evaporation becoming a source of occurrence of large-scale energy generating big disaster under abnormal weather state to be controlled. Plates of solar light power generation panels are forcedly set to a controllable state. A main body 8 mounting and arranging them is of stationary fixed type, and float moving type that is freely set in response to a regional environment. Solar light power generation device is placed on the marine, and a wave force power generation device collecting wave to generate compressed air and to rotate blade wheels for generating power is mounted below the marine surface.",2012,F03B  13/24; H01L  31/042; Y02E  10/50; B63B  35/00; Y02E  10/70; F03D   5/06; Y02E  10/38
419226972,JP20140502506,????????,NULL,2012,F03D  80/00; B63B  35/44; F03D  13/25; B63B  21/50; B63B2035/446; F03D   3/005; F03D   3/067; F03D  11/04; F03D   3/06; Y02E  10/727; Y02E  10/74; B63B2241/08; F05B2240/93
419276652,HR2014P000462T,METHOD FOR DIAGNOSING THE STRUCTURAL CONDITION OF WIND GENERATORS,NULL,2014,F03D   1/00; F03D  80/50; F05B2270/8041; F05B2270/805; F03D  13/20; F03D  17/00; Y02E  10/727; F03D  11/00; F03D  11/04; F03D  80/55; F05B2240/95
419417661,US201313775657,"Control system, method and program, and floating wind turbine generator provided therewith","The control system of this floating wind turbine generator is a control system of a floating wind turbine generator in which the control system controls a pitch angle control section by a pitch angle instruction value calculated on the basis of signals detected by a second sensor detecting a relative angle between a nacelle and a tower and a third sensor detecting a yaw angle from a reference position of the tower so that a signal detected by a first sensor detecting wind direction deviation relative to a vertical direction of a rotation plane of wind turbine blades indicates an angle within a predetermined range from the vertical direction of the rotation plane of the wind turbine blades, and controls a yaw driving device by a yaw driving instruction value calculated on the basis of the signals detected by the second sensor and the third sensor.",2013,F03D   7/04; F05B2240/93; F03D   9/00; F03D   9/25; F03D   7/0224; F03D  80/00; Y02E  10/727; B63B2035/446; F03D  17/00; F03D   7/02; F03D  13/25; Y02E  10/723; F03D   7/0204; Y02E  10/725
419502910,GB20140008038,Power generation at a subsea location,"A technique facilitates powering of devices at a subsea location without requiring routing of hydraulic pressure and/or electric signals through an umbilical from a surface location. A fluid flow, such as an injection chemical fluid flow, is at least partially routed through a flow converter disposed at a subsea location. The flow converter converts energy from the fluid flow to energy used to operate a power generation device. The power generation device may be designed to generate electrical, hydraulic, or other suitable power which is utilized at the subsea location.",2012,F05B2220/602; F05B2240/97; E21B  43/16; F03B  13/02; Y02B  10/50; E21B  33/035; E21B  41/0085; F05B2220/60; Y02P  80/158; E21B  33/0355; E21B  41/00; F03B  13/10; F05B2240/95; Y02E  10/725
419505887,NL20142012573,Gravity based foundation for an offshore installation.,"The present invention concerns a gravity based foundation for an offshore installation. The foundation comprises a caisson of concrete and a shaft of steel. The caisson has a bottom slab, a roof and a side wall extending between the bottom slab and roof to define a hollow structure delimited by the bottom slab, the roof and side wall. The roof has a passage for the shaft, which passage is circumscribed by a border. The shaft extends with its lower end through the passage into the caisson. The shaft is supported by the caisson at a lower support and an upper support. The lower support comprises a concrete plug projecting from the bottom slab upwards into the lower end of the shaft. The upper support comprises concrete casting closing a space between the border of the passage and the shaft. The upper support extends all around the shaft, and is arranged at the passage to transfer tensile forces from the shaft to the roof. The roof is arranged to transfer tensile forces to the side wall.",2014,E02B2017/0091; F05B2240/95; E02B  17/025; E02B2017/0069; E02D  27/425; F03D  13/22; E02B  17/027; E02D  27/42; Y02E  10/727; E02B  17/00; E02B  17/02; E02B2017/0065; E02B2017/0073; Y02B  10/30
419506724,FR20140053397,EOLIENNE ADAPTATIVE,"Eolienne (10) comportant au moins une pale (20, 21) reliÈe par un moyen de liaison (40) ‡ une structure (30) de support, une gÈnÈratrice (50) Ètant fixÈe sur au moins une pale (20, 21), ledit moyen de liaison (40) Ètant reliÈ ‡ la structure (30) de support par un moyeu (60) et chaque pale (20, 21) Ètant apte ‡ effectuer une rotation, caractÈrisÈe en ce que le rayon de rotation de chaque pale (20, 21) s'adapte en fonction de la vitesse du vent.",2014,B64C  39/022; Y02E  10/721; Y02T  70/5254; B64C  27/16; Y02E  10/725; B64C  11/003; B64C2201/108; F03D   1/0608; F05B2240/92; F05B2240/931; B64C2201/042; F03D   9/00; Y02E  10/727; B64C  39/024; F05B2220/706; F03D  13/20; F05B2240/2021; F05B2240/923; F03D   1/06
419558848,CN201410131623,Floating wind-hydraulic power generating set,"The invention aims to provide a floating wind-hydraulic power generating set comprising a boat, a column frame, a sail opening-closing mechanism, a rope tension unit, and a generating unit. The column frame is fixed to the boat which floats on the sea. The generating unit is fixed toe a fixed shore base or fixed carrier. The column frame is connected with the sail opening-closing mechanism. One end of the rope tension unit is connected with the boat; the other end of the rope tension unit is connected with the generating unit. When the floating wind-hydraulic power generating set is in use, the sail opening-closing mechanism opens, the boat leaves the generating unit under the action of wind load and water flow, the rope tension unit drives a drive wheel of the generating unit to rotate, and power generation is achieved; when a regulated travel is reached, the sail opening-closing mechanism closes, a motor on the boat operates and tensions ropes, and the boat approaches to the generating unit. The floating wind-hydraulic power generating set has the advantages that generating efficiency is improved and capacity of the generating set can be expanded conveniently by changing the structural size of a sail.",2014,Y02E  10/725; F03D   9/25; F03D   9/00; F03B  13/00; F03D  15/10; Y02E  10/722
419569222,CN201410156432,Topological structure of multi-port DC transformer substation and control method thereof,"The invention provides a topological structure of a multi-port DC transformer substation and a control method thereof. The functions of different dual-port DC/DC converters are fused, the topological structure can be interconnected with different types of multiple-voltage-grade offshore DC wind power plants and high voltage DC power transmission systems similar in the way that AC networking is achieved through an AC transformer substation and DC networking is achieved through a DC transformer substation, centralized control of DC power flow can further be conducted, and normal work of the DC power transmission systems at other ends can not be affected when the DC power transmission system at one end breaks down. High reliability and extensibility are achieved, the number of ports can be increased or decreased according to actual demands, and great technological, economical and social significance is achieved.",2014,H02J   1/00
419597799,CN201320891941U,Fan construction system of offshore intertidal zone,"The utility model relates to a fan construction system of an offshore intertidal zone. The fan construction system is characterized in that a working platform which can be stationed in a floating-moving mode at sea and carry out construction by direct landing on a sea beach mud face and a crawling crane, the working platform comprises a truss structure which is welded horizontally and vertically, the area of the working platform is 2000 m<2>-8000 m<2>, the crawling crane moves on the working platform, a crawling crane fixing device is arranged in the middle of the working platform, the immersion depth of the full-loaded working platform in a floating state with the crawling crane is smaller than 1.5 m-1.6 m, the working platform is provided with a piling guiding frame which comprises a steel structure truss, and a jack is arranged at the top of the piling guiding frame. The fan construction system has the advantages of being suitable for fan construction working on the offshore intertidal zone. The 1000 t crawling crane carried on the working platform can carry out large-diameter steel pipe pile sinking work and fan split mounting work.",2013,E02D   7/06; Y02E  10/727; B63B  35/44; E02B  17/00
419597952,CN201420039677U,Novel offshore wind power basic structure,"The utility model discloses a novel offshore wind power basic structure and belongs to the technical field of offshore wind power basic structures. The novel offshore wind power basic structure is characterized by comprising round steel cylinder, wherein the round steel cylinder is inserted to a supporting layer after penetrating through soft soil on the surface layer, the underwater depth of the top end of the round steel cylinder is 1H-2H, H is the wave height of a position where the basic structure is to be installed, a tower cylinder base used for fixing a draught fan is arranged in the middle of the round steel cylinder in the vertical direction, the round steel cylinder and the tower cylinder base are connected through a plurality of cross steel supports which are arranged at intervals in the axial direction of the round steel cylinder, and the round steel cylinder is filled with a gravel layer. The novel offshore wind power basic structure is reasonable in structure, high in construction speed, and quite low in manufacturing cost. The novel offshore wind power basic structure is used for offshore wind power construction.",2014,E02D  27/42; E02D  27/44; E02D  27/52
419600406,CN201420036289U,Deep-sea oil storing and power generating integrated floating type fan,"The utility model discloses a deep-sea oil storing and power generating integrated floating type fan which comprises a floating supporting device. A wind power generation device is supported by the top of the floating supporting device which comprises an oil storing space for storing crude oil. According to the deep-sea oil storing and power generating integrated floating type fan, wind power on the sea is used for generating power, power can be provided for production and life of an underwater production system and an offshore production platform, the energy is friendly to the environment, development cost is saved, the floating type fan supporting device has the oil storing function, oil and gas can be stored in a floating type oil storage tank, and continuous production of the platforms is guaranteed.",2014,F03D  11/00; Y02E  10/725; B65D  88/78; B65D  90/48; F03D   9/00; B63B  38/00
419621740,EP20130868732,COMBINED POWER GENERATION SYSTEM HAVING POWER CONVERTING APPARATUS,"A power converting apparatus, in which when a single-sustained operation is switched into a linkage operation in a combined power generation system such as a microgrid, a control system does not have to be changed, is provided. The apparatus includes a first internal phase difference angle calculator (60) for integrating a deviation between a first frequency command value and a frequency obtained by a frequency obtaining device (14) so as to calculate a first internal phase difference angle, a first internal electromotive voltage command value calculator (50) for proportioning and calculating a deviation between a first reactive power command value and a reactive power obtained based on the value measured by the first measuring device (3, 4), and adding a reference voltage to the deviation so as to calculate a first internal electromotive voltage command value, and a first current command value calculator (70) for calculating a command value of an output current from a first power converter (6) based on the first internal phase difference angle, the first internal electromotive voltage command value, and a voltage measured by the voltage measuring device (4). The apparatus controls the first power converter (6) based on an output from the first current command value calculator (70).",2013,B63J  99/00; H01M   8/04828; H01M  16/00; H01M  16/006; H02J   3/381; H02J   3/387; H01M  10/44; H02J   3/38; H02J   3/46; H02M   7/539; H02J   3/383; H02M   7/48; Y02A  30/62; B63B  35/00; B63J   3/00; H01M   8/04; H02J   3/388; H02M   7/04; Y02E  10/763; H01M   8/00; H01M   8/04858; Y02E  10/563; Y10T 307/549; H01M   8/04925; H01M   8/04537; H01M   8/04544; H01M  10/48; H02J   3/32; H02J   7/00; H02M   7/44; Y02T  90/38; H02J   3/386
419627373,EP20120891105,"CONTROL DEVICE, METHOD, AND PROGRAM, AND FLOATING BODY WIND-POWERED ELECTRICITY GENERATION DEVICE EQUIPPED WITH SAME","The control system of this floating wind turbine generator is a control system of a floating wind turbine generator in which the control system controls a pitch angle control section by a pitch angle instruction value calculated on the basis of signals detected by a second sensor detecting a relative angle between a nacelle and a tower and a third sensor detecting a yaw angle from a reference position of the tower so that a signal detected by a first sensor detecting wind direction deviation relative to a vertical direction of a rotation plane of wind turbine blades indicates an angle within a predetermined range from the vertical direction of the rotation plane of the wind turbine blades, and controls a yaw driving device by a yaw driving instruction value calculated on the basis of the signals detected by the second sensor and the third sensor.",2012,F03D   7/0224; Y02E  10/723; Y02E  10/725; F03D   9/25; F03D  17/00; B63B2035/446; F03D   7/04; F03D   9/00; F03D   7/02; F03D   7/0204; F03D  13/25; F03D  80/00; F05B2240/93; Y02E  10/727
419627491,EP20120891221,"METHOD AND DEVICE FOR CONTROLLING FLOATING BODY WIND POWER ELECTRICITY GENERATION DEVICE, AND FLOATING BODY WIND POWER ELECTRICITY GENERATION DEVICE","A method of controlling a floating-body wind turbine power generating apparatus including a wind turbine generator disposed on a floating body includes a pitch-angle increasing step of increasing a pitch angle of a blade of the wind turbine generator when the wind turbine generator is stopped, so that an aerodynamic braking force is applied to a rotor of the wind turbine generator. In the pitch-angle increasing step, a first change rate of the pitch angle of the blade in a first period during which the wind turbine generator is in an inclining motion toward an upwind side from a vertical direction due to sway of the floating body, is smaller than a second change rate of the pitch angle of the blade in a second period during which the wind turbine generator is in an inclining motion toward a downwind side from the vertical direction due to the sway of the floating body.",2012,B63B2035/446; F03D  13/25; F05B2270/309; F03D   7/0252; F05B2260/901; F03D   7/0244; Y02E  10/723; F03D   7/0224; F03D   7/026; F03D   7/04; F05B2240/93; Y02E  10/721
419635057,US201213610044,Method and apparatus for using wind energy or solar energy for an underwater and/or for an under seabed compressed air energy storage system,"The invention uses wind turbine and/or solar energy to enhance the efficiency of an underwater and/or underwater in-soil bed of a compressed air energy storage system. The apparatus comprises a wind turbine and/or a photovoltaic panel to drive an onshore compressor, which provides compressed air energy into an underwater pressure vessel. The buoyant rigid-wall pressure vessel will be located and restrained under water or in-soil underwater. The pressure vessel may be horizontal or in vertical configurations as well as parallel or in perpendicular orientation to the shoreline. The pressure vessel may be constructed of high compression strength reinforced concrete or reinforced fiber plastic material that need not have a high thermal capacitance or high thermal conductivity because the exhaust from the pressure vessel feed a near constant air temperature to the turboexpander on the surface via several long vertical small diameter pipes through the 50∞ to 70∞ F. water.",2012,F01D  15/10; H02K   7/18; F05B2260/42; Y02E  10/725; F03D   9/00; F04B  23/02; F03D   9/007; F05B2240/95; F03D   9/17; F03D   9/25; F03D   9/28; H02S  10/12; Y02E  60/15
419741991,FR20140054474,DISPOSITIF D'EOLIENNE FLOTTANTE OFFSHORE,"L'invention concerne un dispositif d'Èolienne flottante offshore (1) comprenant une structure de flottaison (2) de type semi-submersible supportant une Èolienne (2a), la structure de flottaison (2) comportant des colonnes (3) ayant des axes dressÈs, chaque colonne comprenant un tronÁon immergÈ (4) et un tronÁon ÈmergÈ (5) au dessus d'une ligne de flottaison (6), chaque tronÁon ÈmergÈ (5) prÈsentant une partie infÈrieure (5a) au niveau de la ligne de flottaison (6) de section transversale constante et au dessus une partie supÈrieure (5b) de stabilitÈ en cas d'inclinaison, de section transversale variable de faÁon continue et Èlargie par rapport ‡ celle de la partie infÈrieure (5a).",2014,F03D  11/04; B63B  35/44; F05B2240/93; B63B2035/446; F05B2240/95; F03D  13/22; Y02E  10/727; F03D  13/25
419752878,CN201410132060,High-precision offshore wind turbine hoisting and mounting ship,"The invention discloses a high-precision offshore wind turbine hoisting and mounting ship which comprises pile leg positioning systems, platform position-adjusting systems and a hoisting system. The pile leg positioning systems are arranged on a larboard and a starboard of the ship, each pile leg positioning system comprises a positioning pile, a lateral ship-moving device and an operating system, both the platform position-adjusting systems and the hoisting system are arranged on a truss of the ship, each platform position-adjusting system comprises an adjusting platform, a barrel holding device and a longitudinal adjuster, and the hoisting system comprises a hanging bracket and an electric winch. By the high-precision offshore wind turbine hoisting and mounting ship, transverse position and longitudinal position of a wind turbine and a wind turbine foundation can be accurately adjusted, quick one-step mounting of the whole offshore wind turbine can be realized, the problem of difficulty in mounting of the offshore wind turbine in an intertidal zone can be solved, and mounting of the wind turbine is low in construction difficulty and short in construction period.",2014,B63B  27/08; E02B  17/00; B63B  27/00
419793586,CN201420050392U,Vacuum metal ball silencing device for offshore wind turbine foundation construction,"The utility model discloses a vacuum metal ball silencing device for offshore wind turbine foundation construction. The vacuum metal ball silencing device for offshore wind turbine foundation construction comprises an outer guardrail and an inner guardrail. A silencing cavity is formed between the outer guardrail and the inner guardrail. The silencing cavity is filled with vacuum metal balls. The silencing device isolates a steel pile from peripheral seawater. Noise caused by piling can be reduced by the vacuum metal balls, and the denoising function is achieved. Rubber sleeves can reduce noise caused by collision between the vacuum metal balls and collision between the metal balls and the inner guardrail and between the metal balls and the outer guardrail. The effect that noise is reduced in multiple modes is achieved. According to the vacuum metal ball silencing device for offshore wind turbine foundation construction, the structure is simple, implementation is easy, manufacturing cost is low, noise pollution caused in the construction process of offshore piling can be effectively reduced, protection of the marine ecosystem is facilitated, and balance between new energy development and ecological environment is kept.",2014,E02D  13/00
419793588,CN201420050480U,Vacuum metal ball silencing net for offshore wind turbine foundation construction,"The utility model discloses a vacuum metal ball silencing net for offshore wind turbine foundation construction. The vacuum metallic ball silencing net for offshore wind turbine foundation construction comprises an upper meal frame, a lower metal frame and a fishing net. The upper end of the fishing net is fixed to the upper metal frame. The lower end of the fishing net is fixed to the lower metal frame. Ball nets are closely arranged on the fishing net. At least one vacuum metal ball is contained in each ball net. In the piling process, by the adoption of the vacuum metal ball silencing net, noise caused by collision between a pile hammer and a steel pipe pile can be reduced, and noise caused by collision between the vacuum metal balls can be reduced by the ball nets arranged on the outer surfaces of the vacuum metal balls. According to the vacuum metal ball silencing net for offshore wind turbine foundation construction, the structure is simple, implementation is easy, manufacturing cost is low, noise pollution caused in the construction process of offshore piling can be effectively reduced, protection of the marine ecosystem is facilitated, and balance between new energy development and ecological environment is kept.",2014,E02D  13/00
419793618,CN201420050355U,Novel offshore wind power steel pipe pile noise removing steel cofferdam device,"The utility model discloses a novel offshore wind power steel pipe pile noise removing steel cofferdam device. A sulfur-free rubber sound absorption wedge layer formed in a squeezing mode is attached on the inner wall of a steel cofferdam. A spiral-arranged rubber soft pipe is arranged in the steel cofferdam. An air hole is formed in the rubber soft pipe. Compressed air enters the position between a steel pipe pile and the steel cofferdam through the rubber soft pipe to form air bubbles, the rubber soft pipe is used as a first noise removing device, and the sulfur-free rubber sound absorption wedge layer attached on the inner wall of the steel cofferdam is used as a second noise removing device. Noise vibration generated in inshore fluid during underwater piling construction can be effectively lowered, production cost is low, manufacturing is easy, firmness and durability are achieved, a marine ecosystem can be well protected, and the balance between new energy development and ecological environment is kept.",2014,E02D  19/04
419793620,CN201420050395U,Denoising device for offshore wind turbine foundation piling,"The utility model discloses a denoising device for offshore wind turbine foundation piling. The denoising device for offshore wind turbine foundation piling comprises a steel cofferdam. A silencing wall is arranged on the outer wall of the steel cofferdam. Rectangular tubes provided with air holes are arranged on the inner wall of the steel cofferdam. In the process of piling, compressed air is discharged from the air holes, and a multi-layer bubble curtain is formed between a steel pipe pile and the steel cofferdam. The double means including the multi-layer bubble curtain and the silencing wall are taken to achieve denoising in the process of piling. According to the denoising device for offshore wind turbine foundation piling, the structure is simple, implementation is easy, manufacturing cost is low, noise pollution caused in the construction process of offshore piling can be effectively reduced, protection of the marine ecosystem is facilitated, and balance between new energy development and ecological environment is kept.",2014,E04B   1/82; E02D  19/04
419796297,CN201420011726U,Tide-driven compressed gas power-generating device,"The utility model discloses a tide-driven compressed gas power-generating device which comprises a base, a supporting column, a floating bowl, a piston cylinder, a piston, a bearing plate, a gas storage tank, a first gas guide pipe, a second gas guide pipe, a gas storage tank gas guide-out pipe and a wind power generation part. The bearing plate is fixedly connected with the supporting column, the piston cylinder is arranged between the bearing plate and the floating bowl, the center line of the piston cylinder is perpendicular, the gas storage tank is located above the bearing plate, the first gas guide pipe and the second gas guide pipe are arranged between the gas storage tank and the piston cylinder, the upper portion of the piston cylinder is communicated with the second gas guide pipe, the lower portion of the piston cylinder is communicated with the first gas guide pipe, the upper portion of the gas storage tank is provided with the gas storage tank gas guide-out pipe, and the wind power generation part is communicated with the gas storage tank gas guide-out pipe. According to the tide-driven compressed gas power-generating device with the structure, tidal energy is utilized for generating high-pressure gas, then the high-pressure gas is utilized for driving the wind power generation part to generate power, and harmful waste can be prevented from being discharged to the environment.",2014,F03D   9/00; F03B  13/26; Y02E  10/38; Y02E  10/725
419797662,CN201420041452U,Sealing oil shield for main shaft of wind driven generator,"The utility model provides a sealing oil shield for a main shaft of a wind driven generator. The sealing oil shield is good in sealing effect and simple in structure. The sealing oil shield comprises a static ring and a moving ring, wherein the static ring is installed on an engine shell, the moving ring is fixed to a rotating shaft and rotates along with the rotating shaft, a floating sealing ring is arranged between the static ring and the moving ring, an annular groove is formed in the inner surface of the static ring, the floating sealing ring is located in the annular groove, and a spring is arranged between the bottom of the annular groove and the floating sealing ring. According to the sealing oil shield for the main shaft of the wind driven generator, due to the fact that the floating sealing ring is adopted, has elasticity and can adapt to vibration of the rotating shaft, it is ensured that the floating sealing ring cannot be worn after being used for a long time, a sealing clearance cannot be widened, lubricating grease can be effectively prevented from leaking, the sealing purpose can be achieved, the structure is simple, the cost is low, and the sealing oil shield is suitable for wide application.",2014,F03D  11/00; F16J  15/16
419809639,DK20110707082T,ANORDNING TIL TRANSPORT OG INSTALLERING AF EN ANORDNING OMFATTENDE ET PLADEFUNDAMENT I ET OFFSHORE VINDENERGIANL∆G SAMT FREMGANGSM≈DE TIL TRANSPORT OG TIL INSTALLERING AF EN S≈DAN ANORDNING MED PLADEFUNDAMENT,NULL,2011,E02B2017/0043; Y02E  10/727; B63B   1/107; F03D  11/04; F03D   1/00; B63B   1/10; E02B2017/0091; F05B2240/95; B63B  35/00; F03D  13/40; F03D  13/22; B63B  35/003; B63B  43/04; E02B  17/00
419831019,AU20120357247,Movement inhibiting apparatus for floating offshore wind turbine and floating base used for offshore wind turbine,Disclosed are a movement inhibiting apparatus (20) for a floating offshore wind turbine (100) and a floating base (10) with the apparatus. The movement inhibiting apparatus for the floating offshore wind turbine comprises at least one layer of an annular shake-reducing panel (21) placed horizontally and surrounding the floating base. A plurality of shake-reducing fins (22) is further arranged on the shake-reducing panel. The plurality of shake-reducing fins comprises a first set of shake-reducing fins arranged on one side of the shake-reducing panel and the shake-reducing fins of the first set are spaced apart vertically around the floating base. The movement inhibiting apparatus for the floating offshore wind turbine can effectively inhibit the movement of the floating wind turbine and is of low cost.,2012,F03D  13/22; Y02E  10/727; F03D  13/20; F03D  13/25; F05B2260/964; B63B  35/44; B63B  38/00; B63B  39/06; B63B2035/446; B63B2039/067; F03D  11/00; F05B2240/95; B63B2035/442
419866520,ES20100734369T,Dispositivo de estabilizaciÛn flotante,"Un dispositivo (82; 90a,b) de estabilizaciÛn flotante para un movimiento en un cuerpo de agua (W), caracterizado por - una secciÛn inferior (84; 94a,b) de soporte que comprende uno o m·s cuerpos huecos lastrables para soportar de forma flotante y soltable un elemento (1) que se apoya sobre la secciÛn inferior de soporte, y - una pluralidad de columnas (83a-d; 93) que comprenden uno o m·s compartimentos huecos y que se extienden desde la secciÛn inferior de soporte en una direcciÛn genÈricamente ascendente cuando el dispositivo de estabilizaciÛn se encuentra flotando en el agua.",2010,E02D  27/52; F03D  13/22; E02D  23/02; F03D  11/04; E02D  27/42; F03D   1/00; F03D  13/40; Y02E  10/727; E02D  27/425; F05B2240/95
420040995,KR20120133999,A development device which uses the waves of the haesumyeon,"The present invention relates to a device for generating electricity and producing air using buoyancy caused by a wave height of a sea surface, wind power, and solar energy and, more specifically, to a device for generating electricity and producing air, capable of generating electricity by converting vertical linear movement, during a process in which a main barge is raised by installation on the coast and lifting of the main barge by waves and the main barge is lowered downward by self-weight of the main barge after attenuation of the waves, into a rotation movement and generating electricity by operating a generator by a wind power using sea wind. The device for generating electricity and producing air includes the main barge (100) that is floated or fixed on the sea surface and includes an integrated inner air tank (21) vertically moved by the power of natural waves; a column barge (200) that is in the stop state by being fixed to a sea floor of a predetermined depth and takes a role of a column; an electricity generation unit (300) which converts the vertical motion repeated by the main barge (100) into rotational power and generates electricity; an air producing unit (400) that is operated by the main barge (100) and produces air; a wind power generation unit (500) operated by wind; a solar energy generation unit (600) producing electricity using solar energy; and an engine unit (700) utilized when moving the main barge (10) to produce electricity and air using all of wave height, wind power, and solar energy.",2012,F03B  13/14; F03D   3/06; F03B  13/187; F03B  17/02; Y02E  10/46; Y02E  10/72; F03D   9/008; Y02E  10/74; Y02E  10/40; Y02E  10/20; F03B  17/025; F03B  13/24; F03G   6/00; Y02E  10/38
420041031,KR20120134026,MANUFACTURING METHOD OF WIND TURBINE INSTALLATION VESSEL,"Disclosed is a method for manufacturing a vessel for installing a wind turbine. According to an embodiment of the present invention, the method for manufacturing a vessel for installing a wind turbine includes a step for manufacturing a jack case for vertically moving the legs of the vessel for installing a wind turbine relative to the hull; a step for installing the legs on the hull; and a step for installing the jack case on the hull so that the rack of the legs is engaged with the pinion grooves of the jack case.",2012,Y02E  10/727; B63B  35/44; B63B   9/06; B63B  73/00; F03D  80/00; E02B  17/08; E02B  17/0818; F03D  11/00; E02B  17/021
420045201,KR20120136481,FUNCTION COMPLEX TYPE WIND POWER GENERATION PLANT FOR OCEAN,"A multifunctional offshore wind power generation facility is disclosed. The multifunctional offshore wind power generation facility of the present invention comprises: an offshore structure provided in a foundation structure installed in the sea bottom; a pontoon type berthing apparatus provided in the offshore structure; a wind power generator provided on the offshore structure; a multi-storied deck part which forms an observatory including an indoor space and an outdoor space and a management space and is provided in an offshore area of the offshore structure; a hollow central vertical structure which is arranged vertically to the center of the deck part so that a lower part of the central vertical structure is fixed to the sea bottom surface and which includes an elevator therein to carry a passenger and a cargo; a submerged observatory which horizontally extends to a submerged area of the central vertical structure; and a cage culture for viewing which includes a first net member for enclosure which surrounds the submerged observatory to show cultivated fishes and has upper and lower parts fixed to upper and lower parts in the submerged area of the offshore structure, respectively and a frame for securing a space installed in the middle part or the first net member or upper and lower parts of the middle part to have an enclosed figure form. According to the present invention, the multifunctional offshore wind power generation facility can increase economic feasibility in view of costs and convenience by performing multiple functions through a single structure, can activate tourist industry through offshore and submerged observatories, can make visitors to watch cultivated fishes and generate profit by performing offshore fish culture, and can make a ship to safely come alongside the pier.",2012,F03D  13/22; E02D  27/52; E02D  29/00; F03D  11/04; F05B2240/95; F03D   9/00; Y02P  80/22; F03D  11/00; Y02B  10/30
420048277,KR20120138473,Wind-propelled ship,Disclosed in the present invention is a wind-propelled ship which generates propulsion using wind by installing an airfoil capable of playing a role of a sail in a large vessel such as a cargo ship. The wind-propelled ship comprises a streamlined airfoil which is installed in a deck of a ship in order to generate propulsion of the ship using wind power; and a mast moving unit which is combined with the airfoil in order to move the airfoil in a horizontal direction.,2012,B63H   9/08; B63H   9/06; B63H   9/0621; B63H   9/061; Y02E  10/70
420053585,KR20147009332,WIND TURBINE WITH TOWER CLIMATISATION SYSTEM USING OUTSIDE AIR,NULL,2012,F03D   9/00; F03D  80/60; F05B2260/64; F03D  80/00; F05B2240/95; Y02E  10/721; F03D  11/00; F05B2250/501
420060284,KR20120144591,STRUCTURE FOR OFFSHORE WIND TURBINE HAVING EXTENDABLE TOWER,"The present invention relates to a structure for a maritime wind power generation structure having an extendable tower, including a casing with an accommodation space on the inside; a tower unit having a portion inserted to or withdrawn from the accommodation space in order to adjust the length exposed to the outside; blades installed on the tower unit to generate a rotary force; and a withdrawal inducing unit for applying a force to the tower unit from a direction which the tower unit is withdrawn. Therefore, according to the present invention, provided is a maritime wind power generation structure having an extendable tower unit capable of guaranteeing stability and economic feasibility when being salvaged at sea.",2012,F05B2240/921; F05B2240/95; F03D  11/04; F03D  11/00; B63B  22/00; F03D  13/22; Y02E  10/727
420066924,KR20120147285,Offshore windmill,"The present invention relates to an offshore wind power generator comprising an emergency generator arranged inside the tower of the wind power generator and supplying power in case of emergency; a flange shaped into a board, having one end fixed to a wall inside the tower, and supporting the lower side of the emergency generator; and a control system controlling the operation of the emergency generator. According to the present invention, the emergency generator is arranged inside the tower of the offshore wind power generator, thereby stably and continuously supplying emergency power at lower costs than a UPS in case of blackout in the offshore wind power generator. In addition, according to the present invention, power for operating a yaw system can be stably supplied even in case of blackout in the offshore wind power generator, thereby preventing blades from being damaged by the operation failure of the yaw system.",2012,F03D   7/00; F03D   7/0272; F03D  11/00; F03D   7/0212; Y02E  10/723; F03D   9/25; Y02P  70/523
420070992,KR20130155025,WIND POWER GENERATOR SYSTEM BY USING PIPELINE WITH AUTOMATIC OPENING AND CLOSING FUNCTION,"The present invention relates to a wind power generation system using a pipeline including an automatic opening and closing function for a vessel. The wind power generation system includes first and second pipelines (100a,100b) in which a plurality of impellers is installed; a plurality of automatic opening and closing devices (200); a plurality of the impellers (300) including a rotary blade (310) and a hub (320) supporting the rotary blade; a multiplying gear (400); a plurality of generators (500) converting mechanical rotation energy of the impellers (300) into electric energy; and a plurality of power conversion control devices including a battery (610) and an inverter (620) converting the power of the battery into an AC current.",2013,F03D   1/025; F03D   9/11; F03D   9/00; B63B  17/00; F03D  15/00; Y02E  10/72; F03D   1/02; F03D   1/04; F03D   9/32
420070994,KR20130155026,METHOD FOR MANAGING WIND POWER GENERATOR SYSTEM BY USING PIPELINE WITH AUTOMATIC OPENING AND CLOSING FUNCTION,"The present invention relates to a method for managing wind power generation system in a vessel by using a pipeline including an opening and closing function. The present invention includes first and second pipelines (100a,100b) including a fixed size; a plurality of automatic opening and closing devices (200) including an air inlet (210) and an air outlet (220); a plurality of impellers (300) to obtain rotation torque from sea-surface wind; a multiplying gear (400) multiplying rotation speed of the impellers; a plurality of generators (500) converting mechanical rotation energy of the impellers (300) into electric energy by being engaged with the multiplying gear (400); and a plurality of power conversion control devices (600) including an inverter (620) converting power generated in the generators (500) into AC power.",2013,F03D   1/02; F03D   1/04; F03D   9/32; F03D  80/50; F03D   7/0288; F03D  15/00; F03D   1/025; F03D   7/045; B63B  17/00; F03D   9/00; F03D   9/11; F03D   7/00; Y02E  10/723
420071906,KR20120154557,WIND TURBINE,"Disclosed is a wind power generator having a tower receiving a reduced wind load. The disclosed wind power generator comprises: a supporting structure arranged to be fixated to the ground or a sea surface; the tower installed on the supporting structure, rotating on the vertical shaft, and having a spiral or an oval cross section; and a nacelle fixated to the top of the tower having rotary blades rotated by a wind force, wherein the tower is rotated according to a wind direction whereby the rotary blades of the nacelle are faced in the direction of the wind. According to the present invention, the tower of the wind power generator is shaped to be oval or spiral, so that the wind load applied to the tower is reduced; and as a result, the tower and the supporting structure can be manufactured more economically.",2012,F03D   7/04; F05B2240/912; Y02E  10/72; Y02E  10/723; F03D   1/00; F03D   7/02; F03D   7/0204; F03D  13/25; Y02P  70/523; F03D   7/00; F03D  11/02
420072418,KR20130085822,SEA WIND POWER GENERATOR INSTALLING UNIT AND SHIP HAVING THE SAME,"The present invention relates to a fixing unit for an offshore wind power generator and a working craft for installing an offshore wind power generator having the same. The fixing unit for an offshore wind power generator comprises a pair of guide parts having multiple rails mounted on a ship body in multiple stages to be close to an installation hole penetrating the ship body, and arranged to face each other on the installation hole; and a movable loading part capable of loading an offshore wind power generated in an erected state while fixing the column of the offshore wind power generator, and moving the offshore wind power generator to the installation whole while moving along the pair of guide parts. The movable loading part loads the offshore wind power generator while moving to the installation hole along the pair of guide parts. When the offshore wind power generator is loaded, the fixing unit for an offshore wind power generator moves into the ship body along the pair of guide parts.",2013,E02D  27/52; F05B2230/6102; B63B  35/44; Y02P  70/523; E02D  13/04; F03D  13/22; Y02E  10/727; B63B  35/00; F03D  11/04; F03D  13/10; F05B2230/50; Y02B  10/30; F05B2240/95
420072420,KR20130088588,MARINE PILE INSTALLING APPARATUS AND INSTALLING METHOD USING IT,The present invention relates to a marine pile installation device and a marine pile installation method using the same. The marine pile installation device comprises a pair of side parts having multiple rails mounted on a ship body at multiple stages to be close to an installation hole penetrated the ship body and arranged to face each other on the installation hole; a loading guide part mounted on the pair of side parts to be movable to load a marine pile in an erected state and to move the marine pile to the installation hole and guiding the vertical position of the marine pile when the marine pile is mounted on the installation hole; and a lift part mounted on the pair of side parts to lift up and down the marine pile and lifting down the marine pile moved to the installation hole by the loading guide part.,2013,E02D  13/00; F03D  11/00; B63B  35/44; F03D  13/22; F05B2240/95; F05B2230/6102; Y02E  10/727; Y02P  70/523; E02D  27/52; F05B2230/50; B63B  35/00; F03D  13/10; Y02B  10/30
420072424,KR20130093982,SEA WIND POWER GENERATOR INSTALLING UNIT AND SHIP HAVING THE SAME,"The present invention relates to a movable maritime wind power generator fixing unit and a ship for installing a maritime wind power generator including the same. The present invention comprises a pair of side units which comprises multiple rails installed in the ship to be close to an installation hole penetrating the ship and having multiple layers, and which is arranged based on the installation hole to face from each other; and an installation unit for fixing a pillar of the maritime wind power generator, for standing the maritime wind power generator, for moving along the pair of the side units, and for moving the maritime wind power generator to the installation hole. The installation unit moves to the installation hole along the pair of the side units to install the maritime wind power generator. When the maritime wind power generator is installed, the present invention provides a maritime wind power generator fixing unit which is moved inside the ship along the pair of the side units.",2013,B63B  35/44; E02D  27/52; F05B2240/95; F05B2230/50; F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D  11/00; F03D  13/22; B63B   9/06; B63B  35/00; F03D  13/10; Y02B  10/30
420072914,KR20130094934,A HORIZONTAL SHIFTING DEVICE OF WIND TURBINE BLADE,"The present invention relates to a horizontal shifting device of a wind turbine blade including a lifting beam unit; a first clamping unit located on one side of the lifting beam unit; a second clamping unit located on other side of the lifting beam unit; a carrier unit combined to the predetermined area of the lifting beam unit; and a centroid control structure located in the predetermined upper area of the lifting beam unit. The present invention enables a worker to easily assemble the wind turbine blade to a wind turbine hub, as turning of a crane, controlling an angle of a boom, and repetitively re-controlling a winding height can be excluded during an assembly process of the wind turbine hub and the wind turbine blade.",2013,B66C   1/30; F03D   1/0633; B63B  35/00; F03D  11/00; F03D   1/06; Y02E  10/721
420074478,KR20130011781,HELIDECK DEVICE FOR OFFSHORE WIND TURBINE,"Disclosed is a helideck apparatus for an offshore wind power generator. According to an embodiment of the present invention, the helideck apparatus for an offshore wind power generator is for the maintenance of the offshore wind power generator, and comprises: an operating part mounted on the upper side of a nacelle; and a helideck plate installed at the nacelle, able to reciprocate, and connected to the operating part, wherein the offshore wind power generator comprises: a pillar of which the bottom is connected or fixed to the seafloor; and the nacelle positioned on the sea, mounted on the top of the pillar, and generating electric energy through the rotating force of blades.",2013,F03D  80/50; E01F   3/00; F03D  80/88; F05B2230/80; F03D  11/00; F03D  11/04; F05B2240/912; F03D  13/40
420074594,KR20130083473,ASSEMBLING METHOD OF SEA WIND POWER GENERATOR AT QUAY WALL,"The present invention relates to a method for assembling an offshore wind power generator in a quay. The present invention provides a method for assembling an offshore wind power generator in a quay, which includes: a ship berthing step of moving and berthing a work vessel to a quay; a step of mounting a pole of an offshore wind power generator while the pole stands uprightly using a crane located in the quay; a step of assembling a power generator body of the offshore wind power generator to the upright pole using the crane; and a step of mounting a propeller to the power generator body using the crane.",2013,Y02E  10/727; Y02P  70/523; F05B2230/6102; F03D  13/22; F05B2240/95; B63B  35/44; E02D  27/52; E04H  12/00; B63B  35/00; F03D  11/04; F03D  13/10; F05B2230/50; Y02B  10/30
420074732,KR20130070154,SEA WIND POWER GENERATOR INSTALLING SHIP WITH MOVING BODY ELEVATED BY WIRE WINCH,"The present invention provides a wind power generator installation ship having a moving body lifted by a wire winch. According to the present invention, the wind power generator installation ship having a moving body lifted by a wire winch can stably and smoothly move the upper structure of a heavy weight offshore wind power generator by lifting downward the upper structure of the offshore wind power generator to be mounted on the lower structure of the offshore wind power generator already installed in the sea after the upper structure of the offshore wind power generator is lifted upward on a moving body vertically moved by a wire winch; thereby maximizing the efficiency and facilitation of an offshore wind power generator installation work. The wind power generator installation ship having a moving body lifted by a wire winch comprises a hull having a forwardly opened docking hole formed in the front end to be vertically penetrated; the moving body installed in the front end of the hull to be vertically movable, and having a support base arranged at a position corresponding to the docking hole to guide the vertical movement of the upper structure of the offshore wind power generator placed on the support base; a fixing frame installed in the front end of the hull; and a winch assembly for vertically moving the moving body using the wire winch which winds and releases a wire connected to the support base while passing the fixing frame at a set height. Accordingly, the upper structure of the offshore wind power generator lifted upward on the support base of the moving body is mounted on the lower structure of the offshore wind power generator while being lifted downward by the wire winch above the lower structure of the offshore wind power generator installed in the sea.",2013,F05B2230/50; B63B  27/08; F03D  11/00; F05B2240/95; E02D  27/52; B63B  35/00; Y02E  10/727
420117993,CN201410044743,Overall offshore wind generating set conveying and mounting all-in-one ship with primary floating body and secondary floating body and overall conveying and mounting method,"The invention relates to an overall offshore wind generating set conveying and mounting all-in-one ship with a primary floating body and a secondary floating body. The overall offshore wind generating set conveying and mounting all-in-one ship comprises the primary ship floating body and the secondary ship floating body, wherein the primary ship floating body is fixedly connected with a primary ship fixing rack; the secondary ship floating body is fixedly provided with a lifting device; the fixing rack is provided with a locking device; the upper portion of the lifting device is connected with a load-bearing platform; the load-bearing platform is provided with a rotary fine-tuning holding device; the rotary fine-tuning holding device comprises a locking jack and a rotary jack; the lifting device is the lifting jack; and the secondary ship floating body and the primary ship floating body are combined with each other or separated from each other through the locking device. By using the structure, the fan mounting stability is high, the ship is convenient to construct and safe in conveyance, the mounting speed is high, influences on a surrounding environment are low, the ship is safe, and the engineering construction cost is low.",2014,B63B  35/00
420123417,CN201410187789,Novel method for constructing wind power rock-embedded pile,"The invention relates to a novel method for constructing a wind power rock-embedded pile. The method comprises the following steps of firstly conducting measuring and setting out on the pile position, embedding a pile casing, conducting rotary excavating and hole forming, treating mud, cleaning a hole, lifting and putting a steel pile, pouring underwater concrete, conducting sand filling, and pulling out a steel protection casing pipe. The method has the advantages that the problems that a seabed rock stratum is shallow, and the foundation cannot be put into the rock layer are solved , the construction cost is reduced, the number of construction links is reduced, the safety risks are greatly reduced, and the stress requirement of a fan can be well ensured.",2014,E02D   7/06; E02D   5/38; E02D  15/06; E02D  15/04
420124557,CN201310672312,Partial pitch wind turbine with floating foundation,"The present invention relates a wind turbine comprising a wind turbine tower with a nacelle provided on the top to which a rotor hub with one or more wind turbine blades is rotatably mounted so that they form a rotor plane. A floating foundation having an upper section is mounted to the bottom of the wind turbine tower, wherein the foundation has a buoyant body configured to be installed at an offshore position having a water depth of about 40m or more. The wind turbine blade comprises an inner blade section coupled to an outer blade section by a pitch junction in which a pitch mechanism is coupled to a pitch control system configured to regulate the pitch of the outer blade section relative to the inner blade section at wind speeds above a first wind speed. This allows the pitching to be used to counteract the tilting of the wind turbine caused by the different thrusts acting on the structure. This allows for a more linear control of the bending moment induced in the structure, since the blade sections provides a more constant thrust acting on the rotor hub which in turn allows the large negative damping loads and stresses introduced in the wind turbine to be eliminated.",2013,F03D   1/06; F03D   7/0228; F03D   7/04; B63B2035/442; Y02E  10/723; B63B  35/44; F03D   7/0224; F05B2240/93; Y02E  10/721; F03D   7/02; F03D  13/25; Y02E  10/727; F03D  13/22
420124601,CN201410138023,Integral mounting assisting device and mounting method for tension leg type offshore floating wind turbine,"The invention discloses an integral mounting assisting device and a mounting method for a tension leg type offshore floating wind turbine. The integral mounting assisting device comprises assisting modules, eye plates, stop pins, a plurality of oil cylinders, positioning winches and steel wires, wherein the assisting modules are mounted outside a multi-column tension leg type offshore floating foundation of the wind turbine, the eye plates are detachably connected on circumferential columns of the multi-column tension leg type offshore floating foundation, the oil cylinders are disposed on the lateral sides and the bottom surfaces of the assisting modules, the cylinder bodies of the oil cylinders are fixed on the assisting modules, the stop pins are hinged with cylinder rods of the oil cylinders and are driven to be inserted into holes of the eye plates by the oil cylinders, the positioning winches are fixed on the tops of the assisting modules, one ends of the steel wires are connected with the positioning winches, and the other ends of the steel wires are connected with positioning anchors thrown to the seabed. Sufficient stability, buoyancy and assisting positioning can be provided for mounting of the tension leg type offshore floating wind turbine, offshore operation time is greatly saved, mounting cost is reduced, and the integral mounting assisting device is applicable to construction of a large-scale offshore floating wind power plant.",2014,B63B  35/44; F03D  11/04; F03D  13/25; Y02E  10/727
420126462,CN201410152889,Wind generating device used for sea floating wind machine pool model test,"A wind generating device used for a sea floating wind machine pool model test comprises a base, an overall rectifying device and a plurality of wind generating and rectifying units which are arrayed tightly in parallel and connected, wherein the base is of a square frame structure and provided with a wind inlet and a wind outlet; the overall rectifying device is installed in the position, on the wind outlet, of the square frame, and the cross section of the square frame is full of the overall rectifying device, so that a wind field is rectified; the wind generating and rectifying units are connected in the position, on the wind inlet, of the square frame, each wind generating and rectifying unit comprises a wind generating unit, a connector for transforming round into square and a wind generating unit rectifying device, each wind generating unit is used for generating an original round wind field, each connector for transforming round into square is of the structure for transforming round to square and used for transforming the generated round wind field into a square wind field, the round end of each connector is close to the wind inlet and connected to the corresponding wind generating unit, and the square end of each connector is close to the wind outlet, and each wind generating unit rectifying device is installed in the corresponding square end and used for rectifying the corresponding original wind field. The round wind fields are transformed into the square wind fields, the gap between every two adjacent wind fields is eliminated, the original wind fields are effectively rectified two times, and therefore precision of the generated wind fields is improved.",2014,G01M  15/02; G01M  15/00
420161341,CN201420098545U,Device capable of collecting wind on water surface and generating power,"The utility model discloses a device capable of collecting wind on the water surface and generating power. A pressurized water chamber is arranged at the lower end of a main floating box; a working chamber is arranged at the upper end of the main floating box; a deck is arranged at the upper end of the working chamber; a base is mounted at the upper end of the deck; an outer bracket is arranged on the outer side of the base; an upper frame is arranged at the upper end of the outer bracket; a middle shaft is arranged at the middle parts of the base and the upper frame; the upper end of the middle shaft is mounted on the upper frame through an upper bearing; the lower end of the middle shaft is mounted on the base through a lower bearing; a mounting opening is formed in the bottom end of the base; a generator is arranged inside the working chamber; a wind wheel is mounted at the middle part of the middle shaft; the wind wheel is fixedly mounted on the middle shaft; a rotating disc is arranged at the upper end of the base; steering wheels are arranged at the lower end of the rotating disc; a first wind deflector is arranged at the left upper end of the rotating disc; a fourth wind deflector is arranged at the left lower end of the rotating disc; a second wind deflector is arranged at the right upper end of the rotating disc; a third wind deflector is arranged at the right lower end of the rotating disc; a wind force guide post is arranged at the upper end of the wind deflectors. The device of collecting wind on the water surface and generating power provided by the utility model is mounted on offshore sea, rivers or lakes and is used for oriented wind collection and power generation; the use is convenient and the processing and manufacturing cost is low.",2014,Y02P  70/523; F03D   9/00; Y02E  10/725; Y02P  80/158
420161347,CN201320842875U,Fixing and hooping device for overall transportation of offshore wind turbine,"The utility model discloses a fixing and hooping device for overall transportation of an offshore wind turbine. The fixing and hooping device comprises a hooping platform, wherein the front and back ends of one side of the hooping platform are respectively provided with a front hooping arm and a back hooping arm; the front hooping arm is provided with a front telescopic rod and a front drive device; the lower part of the front hooping arm is provided with a front damper and a front damper driving device; the other side of the front telescopic rod is connected with a front sliding block which is capable of sliding on the front hooping arm; the back hooping arm is provided with a back telescopic rod and a back driving device; the lower part of the back hooping arm is provided with a back damper and a back damper driving device; the other side of the back telescopic rod is connected with a back sliding block which is capable of sliding on the back hooping arm; an outer damper is also connected between the front sliding block and the back sliding block. The fixing and hooping device for the overall transportation of the offshore wind turbine has the beneficial effects that the dampers at four directions are used for fixing the tower of the wind turbine, the structure is simple, operation steps are less, the transportation is reliable and smooth, the transportation safety of the offshore wind turbine is improved, and the overall transportation cost of the offshore wind turbine is effectively reduced.",2013,F03D  11/00
420161349,CN201420016031U,Salt mist filtering device and offshore wind power generating set provided with salt mist filtering device,"A salt mist filtering device for an offshore wind power generating set comprises at least one salt mist dehumidification branch, an axial flow fan and a connecting pipe, wherein each salt mist dehumidification branch comprises a salt mist particle filtering cabinet and a rotating wheel type dehumidifier, the salt mist particle filtering cabinet is provided with an air inlet and an air outlet, a zigzag channel is arranged in a casing between the air inlet and the air outlet of the salt mist particle filtering cabinet, and a salt mist particle filter element is arranged behind the channel. The air inlet of the rotating wheel type dehumidifier is connected with the air outlet of the salt mist particle filtering cabinet. An air outlet of the salt mist dehumidification branch is connected with the axial flow fan. The offshore wind power generating set including the salt mist filtering device comprises a tower barrel and a cabin at the top of the tower barrel, wherein the salt mist filtering device is arranged at the bottom of the tower barrel, the air outlet of the axial flow fan in the salt mist filtering device is communicated with the tower barrel, air filtered by the salt mist dehumidification branch flows into the cabin of the tower barrel. The salt mist filtering device is complete in salt mist removal and large in air handling capacity, and the generating set can perform dehumidification and micro-positive pressure keeping on the tower barrel and the cabin.",2014,F03D  11/00
420192492,DE20142004373U,ln die Gr¸ndungsstruktur eines Offshore-Bauwerkes integriertes Umspannwerk f¸r Windparks,"Umspannwerk f¸r den Einsatz auf See, bei welchem die Komponenten (4) des Umspannwerkes in einem Offshore-Bauwerk angeordnet sind, dadurch gekennzeichnet, dass diese Komponenten zumindest teilweise innerhalb der durch die Gr¸ndungsstruktur oder den Turm eines Offshore-Bauwerkes dargestellte Hohlstrukturelemente (2) eingef¸gt werden, sowie das diese Hohlstrukturelemente (2) in ihrer Struktur-, Grˆfle-, Gestaltung-, und Anordnung derart ausgelegt sind, dass eine Platzierung der Komponenten des Umspannwerkes (4) entsprechend ihrer jeweiligen Masse, ihren Abmessungen und den jeweils erforderlichen Betriebsbedingungenermˆglicht wird.",2014,E02B2017/0091; F03D  11/04; F05B2240/95; F03D  13/25; Y02E  10/727; E02B  17/027; F03D  13/22
420246151,JP20140510640,??????????????????????,NULL,2011,F03D   9/02; F03D   9/17; B63B2001/128; F05B2250/11; B63B   1/125; F03D  11/04; B63B  35/44; F05B2240/95; B63B2035/446; F05B2260/42; F05B2240/93; Y02E  10/727; F03D   9/257; Y02E  60/15; B63B2001/126; F03D  13/25
420250732,PT20090180850T,METHOD FOR PROTECTING SUBMARINE CABLE AND SUBMARINE LONG TUBE,NULL,2009,H02G   9/025; Y02E  10/72; F03D   9/02; F16L   1/123; Y02E  60/17; F03D   9/14; H02G   9/02; F03D  13/22; F03D   9/25; F03D  13/25
420250912,PT20110707994T,METHOD FOR DIAGNOSING THE STRUCTURAL CONDITION OF WIND GENERATORS,NULL,2011,F03D   1/00; F03D  80/50; F05B2270/805; F03D  11/00; F03D  11/04; F05B2240/95; F03D  13/20; F03D  17/00; F05B2270/8041; F03D  80/55; Y02E  10/727
420256122,EP20140737885,A POWER CABLE ARRANGEMENT FOR AN OFFSHORE WIND POWER PARK AND A METHOD FOR ESTABLISHING AND DISESTABLISHING A POWER CABLE ARRANGEMENT,NULL,2014,F05B2240/93; F03D  13/20; F03D  13/25; Y02E  10/727; F05B2240/95; B63B  21/50; F03D   9/00; F03D  80/85; H02G   9/12; F03D   9/25; F03D   9/257; F05B2240/96
420261495,US201414218805,Floating wind turbine platform with ballast control and mooring system,"A floating wind turbine platform includes stabilizing columns, a tower, water-entrapment plates connected to the stabilizing columns, and a ballast control system. The tower is mounted over one of the columns. The stabilizing columns include internal volumes for containing a ballast. The ballast control system includes an alignment sensor and a controller. The alignment sensor is configured to detect a rotation of the tower. The controller is configured to direct a transfer of ballast from one column to another column to adjust an alignment of the tower.",2014,E02B   9/00; E04H2012/006; F03D   9/00; F03D  11/04; F03D  13/25; H02P   9/04; Y02E  10/22; Y02E  10/725; F03D   7/0204; B63B  39/02; B63B  39/06; B63B2039/067; F03D   1/00; F03D   7/02; F03D   9/25; F03D   9/257; F05B2240/93; E02B  17/04; Y02E  10/727; B63B   1/107; B63B  35/00; B63B  39/03; F03D  13/10; B63B  21/50; B63B2035/446; F03D  17/00; B63B  35/44; B63B  39/04; E02B2017/0091; F03D  80/00; F05B2240/95; E02B  17/00
420265501,GB20140009420,Anchor,"An anchor 30, and method of operation of an anchor 30, for the location of a conduit 16 in an orifice 22 of a wall 12 of a monopile. The anchor 30 comprises a head section 46 comprising a core member 32 configured to locate within a sleeve provided as an expandable wall 36 of a plug body 30. The expandable wall 36 may be configured to fit within the orifice 22 of the monopile and the core member 32 may be configured to slide relative to the expandable wall 36 to allow the core member 32 to be drawn out of the expandable wall 36 in a first direction A. The core member 32 may be configured to react against an inner surface of the expandable wall 36 as the core 32 is drawn away from the plug body 46 to thereby cause the expandable wall 36 to expand in a second direction B to lock the anchor in the orifice 22.",2014,F16L   5/00; F03D  80/85; Y02E  10/72
420305765,CN201410145827,Hexagonal semi-submersible type tidal current energy and wind energy power generation platform,"The invention provides a hexagonal semi-submersible type tidal current energy and wind energy power generation platform which comprises a hexagonal platform structure and a main floating body. The hexagonal platform structure comprises a hexagonal frame. The six vertexes of the hexagonal frame sequentially comprise a first vertex, a second vertex, a third vertex, a fourth vertex, a fifth vertex and a sixth vertex in an anticlockwise mode. A first box beam, a second box beam and a third box beam are mounted between the six vertexes. A first variable cross-section floating barrel, a second variable cross-section floating barrel, a third variable cross-section floating barrel, a fourth variable cross-section floating barrel, a fifth variable cross-section floating barrel and a sixth variable cross-section floating barrel are mounted below the six vertexes respectively. The main floating body is arranged between the first variable cross-section floating barrel and the fourth variable cross-section floating barrel, a first stand column is arranged between the junction of the first box beam and the second box beam and the main floating body, and a second stand column is arranged between the junction of the first box beam and the third box beam and the main floating body. A first water turbine lifting device, a second water turbine lifting device and a third water turbine lifting device are mounted between the first box beam and the main floating body. According to the hexagonal semi-submersible type tidal current energy and wind energy power generation platform, the excellent stability can be guaranteed, and the sea keeping performance is greatly improved; in addition, water ballast spaces are arranged in the six floating barrels and can be used for adjusting the water volume inside so that the floating state of the platform can be guaranteed.",2014,Y02E  10/38; Y02P  80/158; Y02E  10/725; B63B  35/44; F03B  13/14; F03D   9/00
420312021,CN201410143270,"T-shaped semi-submersible type tidal current energy, wind energy and solar energy combined power generation device platform","The invention provides a T-shaped semi-submersible type tidal current energy, wind energy and solar energy combined power generation device platform which comprises a T-shaped frame and a lower floating body. A first horizontal side of the frame is placed above the lower floating body. A first water turbine lifting device and a second water turbine lifting device are arranged between the first horizontal side and the lower floating body. A first water turbine and a second water turbine are arranged on the first water turbine lifting device. A third water turbine and a fourth water turbine are arranged on the second water turbine. Section-variable floating cylinders are arranged below end points of the first horizontal side and a third horizontal side of the frame. Anchoring devices are arranged above the end points of the first horizontal side and the third horizontal side of the frame. A first fan and a second fan are arranged above the end point of the first horizontal side respectively. A solar panel and an electric energy converting device are arranged above the frame. The platform is novel in design, reasonable in structure and easy to build, three kinds of renewable energy sources of tidal current energy, wind energy and solar energy are integrated, and the platform is suitable for power generation at offshore sea.",2014,E02B  17/00; Y02P  80/158; F03B  13/00; F03D   9/00; Y02E  10/72; H02S  40/38
420313417,CN201410143354,Split type installation process for offshore wind turbine,"The invention relates to the split type installation process for an offshore wind turbine. The split type installation process comprises the following steps: lifting an offshore wind power installation platform to a wind turbine installation site in a locating mode; assembling the wind blade and hubs on the offshore wind power installation platform; installing inner accessories of towers after the wind wheel is assembled; sequentially hoisting three sections of towers on a conduit frame; hoisting a cabin to the upper portion of the tower at the top end; integrally turning impellers over and hoisting the impellers to the positions. The split type installation process for the offshore wind turbine has the advantages that offshore and deep sea wind power on-site split installation is achieved, the situation that first an offshore wind power device needs to be well installed on a dock, and then the whole device is transported to an installation site for secondary installation is eliminated, construction cost is greatly reduced, construction steps are reduced, safety risks are greatly reduced, and installation efficiency of the offshore wind turbine is improved.",2014,F03D  13/25; Y02E  10/727; F03D  11/04
420313419,CN201410155140,Offshore wind power complete machine installation method,"The invention discloses an offshore wind power complete machine installation method. A roll-on-roll-off ship loaded with a fan complete machine, a crane transport ship provided with a ballast empty compartment and a fan installing ship provided with the ballast empty compartment take position; the crane transport ship is loaded so that the plug-in board of the crane transport ship is inserted in an inserting hole of the fan installing ship; deloading is conducted on the crane transport ship while the fan installing ship is loaded, the plug-in board and the inserting hole are clamped through a vertical bolt, and the crane transport ship and the fan installing ship are closely connected together; the fan complete machine is lifted through a lifting device of the crane transport ship and is installed at the upper portion of a bucket foundation fixed by the fan installing ship; integrated construction installation is conducted on the bucket foundation and the fan complete machine through a negative-pressure sinking installation construction method. By means of the method, the crane transport ship and the fan installing ship form an installing platform capable of associated operation, so that the lifting device lifts the fan complete machine to be installed to the bucket foundation and the operation is simple, installation accuracy is completely controllable, the construction window period needed is short, and construction installation effect and economic effect are obvious.",2014,F03D  11/04; F03D  13/10; F03D  13/40; Y02E  10/72
420360590,CN201320573057U,Speed-increasing gearbox of wind-driven generator,"The utility model provides a wind-power speed-increasing gearbox. The speed-increasing gearbox comprises a closed-stage gear train and a differential-stage gear train. No matter of the closed stage or the differential stage, all gear rings and sun gears are floating parts. In the speed-increasing box, a closed-stage input torque transmission sleeve and a connecting arm are flexible members. According to the arrangement, power dividing is achieved, power density of the speed-increasing gearbox is enhanced, volume and weight of the speed-increasing gearbox are reduced, uniform load is improved and steady operation is guaranteed.",2013,F16H  48/06; F16H  48/38
420383210,CA20142849463,WEATHER MAINTENANCE SYSTEM FOR AN OFFSHORE WIND TURBINE MAINTENANCE PROGRAM,"An all-weather maintenance system for an offshore wind turbine maintenance program includes a maintenance capsule for transporting tools, parts and maintenance personnel to and from respective wind turbine towers, a maintenance vessel with a capsule support apparatus for transporting capsules supported on board by the capsule support apparatus to and from respective wind turbine towers, and a crane assembly with a trolley for transporting capsules between the respective wind turbine towers and the maintenance vessel.",2014,B63B  27/10; B63B  27/30; F03D  13/20; F03D  13/25; B63B  27/32; B66B   9/187; B66F  11/00; B63B  23/00; B63B  23/28; E04H  12/00; B66C  23/18; E02B2017/0091; B63C2009/035; E04G   3/28; F03D  80/50; B66B   9/00; B66C  23/207; E02B  17/0034; B63C   9/06; B66C  13/02
420387685,DE20142004372U,Offshore Windpark mit mindestens einem seeseitigen Umspannwerk,"Offshore-Windpark (40), bestehend aus einer Vielzahl von Windkraftanlagen (1) welche ¸ber Kabel mit mindestens einem auf See befindlichem Umspannwerk (41) zur Netzanbindung verbunden sind, dadurch gekennzeichnet, dass dieses Umspannwerk (41) ganz- oder teilweise am Standort einer der zum Windpark gehˆrigen Windkraftanlagen (1) platziert ist und mechanisch mit der Gr¸ndung oder dem Turm dieser Windkraftanlage verbunden ist.",2014,F03D  11/04; Y02E  10/727; F03D  80/82; F05B2240/95; H02J   3/386; Y02E  10/763; F03D  13/25
420395718,US201414219645,Platform for generating electricity from flowing fluid using generally prolate turbine,"A platform-like device for generating electricity from moving fluids has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additional support a wind turbine.",2014,F03B  13/12; F03D   9/11; F05B2240/93; H02K   7/1807; H02K   7/1823; Y02E  10/28; B63B2035/4466; F03B  13/00; F05B2250/25; H02K   7/1004; F03B  13/10; F03D   9/008; H02J   3/32; H02P   9/04; Y02E  10/725; F03B  13/14; F03B  13/22; F03D   9/25; F05B2220/32; F05B2240/243; H02K   7/1008; F03B  17/06; F03D  13/25; F05B2220/706; H02K   7/18; Y02E  10/727; B63B   1/12; B63B  35/44; F03D   9/255; H02J   7/34; H02K  11/046; F03B   3/12; F03B  17/061; F03D   9/00; F03D  13/20; F05B2240/932; H02K   7/183; B63B   1/121; B63B2035/446; F01D   5/023; Y02E  10/38
420399450,US201214131196,Wind turbine auxiliary drive system,"Wind turbine auxiliary drive system comprising a motor, a drive pinion, a bearing and a lubrication system, the bearing comprising an outer bearing ring, an inner bearing ring and, between these two bearing rings, one or more rows of rolling elements which allow both bearing rings to rotate relative to each other, the inner bearing ring having an inner side comprising a gear which meshes with the drive pinion, wherein a height of the gear in an axial direction is smaller than the height of the inner bearing ring such that a gearless portion is defined, and wherein at least one lubricant inlet and/or at least one lubricant outlet is arranged on said gearless portion.",2012,Y02E  10/722; F03D   7/02; F16C2360/31; B63H   3/00; F05B2260/79; F16C  33/6622; F16C  33/586; F03D   7/0224; F03D   7/04; F16C  19/08; F05B2260/98; F03D  80/70
420415367,EP20130871788,"METHOD FOR ASSEMBLING FLOATING WIND-POWER GENERATION DEVICE, AND FLOATING WIND-POWER GENERATION DEVICE","A method is for assembling a floating-body wind turbine power generating apparatus 1 which at least includes: a floating body 20 including at least one column 22 and configured to float on water surface; and a tower 6 erected on the at least one column 22. The method includes a tower erecting step of erecting the tower 6 on the at least one column 22 by joining the at least one column 22 and the tower 6 to each other by welding. In the tower erecting step, the tower 6 and the column 22 are joined to each other by embedding a base end side of the tower 6 into the column 22, and welding an outer circumferential surface and/or an inner circumferential surface of an embedded section 28 to the column 22 over a predetermined length in an axial direction of the tower 6.",2013,B63B  75/00; B63B2001/128; B63B2035/446; B63B   9/06; B63B   1/12; B63B   1/10; F03D  13/25; F05B2240/93; Y02E  10/727; B63B  35/44; F03D  11/04; F05B2230/232; Y02P  70/523; B63B   1/107; B63B  35/00; F03D  13/10
420415712,EP20130872167,METHOD FOR MAINTAINING FLOATING WIND-POWER GENERATION DEVICE,"Disclosed is a method of maintaining a floating-body type wind turbine power generating apparatus including a wind turbine generator disposed on a floating body moored at a mooring position by a mooring line, the floating-body type wind turbine power generating apparatus being configured to supply electric power generated by the wind turbine generator to a cable. The method includes: a separation step of separating the mooring line and the cable from the floating body of a first floating-body type wind turbine power generating apparatus including a maintenance-target section; a retention step of retaining the mooring line and the cable by a floating-body structure, after the separation step; a first transfer step of transferring the first floating-body type wind turbine power generating apparatus from the mooring position, after the separation step; a second transfer step of transferring a second floating-body type wind turbine power generating apparatus having no maintenance-target section to the mooring position; and a connection step of detaching the mooring line and the cable from the floating-body structure and connecting the mooring line and the cable to the second floating-body type wind turbine power generating apparatus, after the second transfer step.",2013,B63B2035/446; F05B2240/95; B63B  21/50; F03D   9/25; F03D   9/255; F03D   9/28; Y02E  10/727; F03D  13/10; F03D  13/40; Y02E  10/725; F03D   7/02; F03D   7/042; F03D  13/25; B63B   9/00; B63B  39/03; F03D  80/50; B63B  35/00; B63B2001/128; B63B   1/107; B63B  35/44; B63B2001/044; B63B2021/505; F05B2240/93; F03D   7/0264; F03D   9/32
420508213,CA20122857610,METHOD OF STABILISING A WIND POWER INSTALLATION,"The invention concerns a method of stabilising a wind power installation, in particular the connection of a foundation section of the wind power installation to the foundation of the wind power installation, including the steps: performing a stabilisation measure, including pre-preparation of at leas a portion of the surface of a foundation of the wind power installation for the application of boring means, introducing a plurality of bores by means of the boring means in the pre-prepared surface to a predetermined depth, preferably to an anchor segment of the foundation section, introducing a hardenable material into the plurality of bores, hardening the introduced hardenable material in the bores, and post-preparation of the at least one portion of the surface of the installation foundation. The invention concerns in particular a method of stabilising a wind power installation including early identification of the need for stabilisation of the wind power installation by means of measurement of the pylon movement during operation of the wind power installation.",2012,E02D  37/00; E02D  27/00; E02D  27/42; F03D  13/22
420510488,AU20120358561,Foundation for wind turbine,"The invention relates to a method for stabilizing a wind turbine, in particular for connecting a base section of the wind turbine to the base of the wind turbine, comprising the following steps: carrying out a stabilization measure, comprising preparing at least one section of the surface of a base of the wind turbine for the attachment of drilling means; introducing a multiplicity of holes by means of the drilling means into the prepared surface down to a predetermined depth, preferably as far as to an anchor segment of the base section; introducing a curable compound into the multiplicity of holes; curing the introduced, curable compound in the holes; and consolidating the at least one section of the surface of the plant base. The invention relates in particular to a method for stabilizing a wind turbine, comprising early detection of the need to stabilize the wind turbine by means of measuring the tower movement during the operation of the wind turbine.",2012,E02D  27/00; F03D  13/22; E02D  37/00; E02D  27/42
420530761,EP20140743759,OFFSHORE FACILITY,NULL,2014,B63B2035/444; F03D  13/25; F17C2227/0311; F17C2265/05; Y02E  10/727; B63B2035/4473; F03D  80/00; F17C2265/07; F17C2270/0121; C22B   7/00; F02C   6/18; F03D   1/02; F02C   3/22; F03D   9/00; F17C   7/04; F17C2227/0318; B63B2035/446; F17C2227/0323; H02J   3/46; Y02E  10/725; B63B  35/44; C22B   9/16; F02C   6/04; F03D   9/25; F05B2240/93; B63B  21/50; Y02E  20/16
420586833,EP20140744387,TURBINE WITH HYDRAULIC VARIABLE PITCH SYSTEM,NULL,2014,F03D   7/0224; Y02E  10/223; F03B   3/06; Y02E  10/723; B63H   3/08; F03D   7/04; F05B2260/79; F03B  17/06; B64C  11/38; B63H   3/082; F03D   7/02; Y02E  10/28; F05B2260/74
420602496,CN201410189865,Pile and sleeve grouting connecting structure for offshore wind power generation and construction method thereof,"The invention relates to a pile and sleeve grouting connecting structure for offshore wind power generation and a construction method of the pile and sleeve grouting connecting structure for offshore wind power generation. The pile and sleeve grouting connecting structure for offshore wind power generation is simple in structure, convenient to construct and low in cost, and enables a pile and a sleeve to be reliably connected. According to the technical scheme, the pile and sleeve grouting connecting structure for offshore wind power generation is provided with the steel pipe pile hit into the seabed and the sleeve, wherein the steel pipe pile is sleeved with the sleeve. The pile and sleeve grouting connecting structure for offshore wind power generation is characterized in that a circle of annular bracket is manufactured at the periphery of the steel pipe pile, the steel pipe pile is sleeved with the sleeve, the sleeve is placed on the annular bracket, a gap is reserved between the sleeve and the steel pipe pile, a circular ring geotechnical cloth bag is arranged at the bottom of the gap, the lower end of the sleeve is provided with two grouting connectors used for injecting grout into the geotechnical cloth bag and the gap, and the gap between the sleeve and the steel pipe pile and the geotechnical cloth bag are filled with the high-strength grouting materials. The pile and sleeve grouting connecting structure for offshore wind power generation and the construction method of the pile and sleeve grouting connecting structure for offshore wind power generation are applicable to the field of offshore wind power generation.",2014,E02D  27/44; E02D  27/42
420602534,CN201410179729,Offshore wind turbine large-diameter single-pile foundation with ice-resistant structures,"The invention relates to an offshore wind turbine large-diameter single-pile foundation with ice-resistant structures. The offshore wind turbine large-diameter single-pile foundation with the ice-resistant structures is simple in structure and relatively low in cost, and the ice-resistance capability of the offshore wind turbine large-diameter single-pile foundation can be improved. According to the technical scheme, the offshore wind turbine large-diameter single-pile foundation with the ice-resistant structures is provided with a steel tube type large-diameter single pile and is characterized in that a plurality of ice-resistant structures are arranged on the periphery of the single pile in a sea ice action region; the ice-resistant structures are divided into an upper circle and a lower circle; the ice-resistant structures are arranged on the outer side of the single pile through flange plates; the outer side of each ice-resistant structure is provided with an obliquely-arranged outer inclined pipe; the outer inclined pipes of the upper circle of ice-resistant structures and the outer inclined pipes of the lower circle of ice-resistant structures form an ice-resistant conical structure which makes contact with sea ice. The offshore wind turbine large-diameter single-pile foundation with the ice-resistant structures is applicable to the offshore wind power generation industry.",2014,E02D  27/52; E02D  31/00
420613888,CN201410206109,Wind energy-wave energy-tidal current energy integrated power generation structure based on single pile platform,"A wind energy-wave energy-tidal current energy integrated power generation structure based on a single pile platform comprises a single pile platform wind power generation structure, a wave energy power generation device and a tidal current energy power generation device, the single pile platform wind power generation structure comprises a wind machine, a tower frame structure, a single pile supporting structure and a matched power transmission system, the wave energy power generation device is arranged on the water surface of the tower frame structure, and the tidal current energy power generation device is arranged on an underwater single pile supporting structure. The wind energy-wave energy-tidal current energy integrated power generation structure has the advantages that the single pile platform structure is convenient to construct, low in construction cost and wide in application range, the wind power generation structure, the wave energy power generation device and the tidal current energy power generation device share the single pile supporting structure and the power transmission system, the unit power generation cost can be effectively reduced, the structural design is reasonable and stable, the construction scheme is mature in technology, existing commercial products can be selected by a wind power generator and a tidal current power generator, modeling is simple and convenient to achieve, and performance optimizing design can be performed on a wave energy power generator by combining wave statistical features of a site selecting place.",2014,F03D   9/25; F03B  13/18; F03D   9/00; F03D  13/25; Y02E  10/727; F03B  13/00; Y02E  10/725; Y02E  10/38
420645162,CN201320635955U,Self-elevating offshore wind turbine mounting ship,"The utility model discloses a self-elevating offshore wind turbine mounting ship. The self-elevating offshore wind turbine mounting ship comprises a ship body, a pile leg, a friction winch, a guide pulley and a steel wire rope, wherein the ship body is provided with a lifting mechanism chamber; the pile leg penetrates through the lifting mechanism chamber; the friction winch, the guide pulley and the steel wire rope are arranged on the ship body; a pile leg top part dead pulley component and a pile leg lower part dead pulley component are arranged on the pile leg; a lifting platform is arranged on the lifting mechanism chamber; a platform lower dead pulley component and a platform upper dead pulley component are arranged on the lifting platform; one end of the steel wire rope is fixed to the top part of the lifting mechanism chamber and the other end of the steel wire rope is sequentially wound on the pile leg top part dead pulley component, the platform upper dead pulley component, the guide pulley and the friction winch and is wound on the platform lower dead pulley component and the pile leg lower part dead pulley component through another group of guide pulley; the tail end of the steel wire rope is fixed to the lifting mechanism chamber; the steel wire rope, each pulley component and the friction winch form a closed circulation system. The self-elevating offshore wind turbine mounting ship has the advantages of small size, stable and continuous movement, relatively high lifting speed, and convenience in maintenance, is suitable for wind power mounting in a shallow water area and has wide market prospect.",2013,Y02E  10/727; B63B  35/00
420649121,CN201320638950U,Offshore wind turbine foundation structure,"The utility model relates to an offshore wind turbine foundation structure, which comprises a foundation pile and more than two lifting point structures, wherein lifting holes are formed in the lifting point structures; the lifting point structures are uniformly distributed on the foundation pile, and are fixedly connected with the foundation pile. The offshore wind turbine foundation structure is easy to operate; materials are saved, and the safety of the structure can be ensured; the tensile force and the eccentric force of a lifting rope can be borne.",2013,E02D  27/42; E02D  27/52
420649125,CN201420074074U,Negative-pressure bucket-shaped basic structure of offshore wind turbine with pile-type steel framework,"The utility model discloses a negative-pressure bucket-shaped basic structure of an offshore wind turbine with a pile-type steel framework, which comprises a central pillar which supports the offshore wind turbine, a negative-pressure bucket on the lower end of the central pillar, a plurality of steel tube piles which are distributed around the negative-pressure bucket and the steel framework which firmly connects each of the steel tube piles and the central pillar, wherein the bottom end of the negative-pressure bucket is opened and forms a negative-pressure chamber with an air bag disposed inside, and air holes are disposed in the upper side of the top part of the negative-pressure bucket on the air bag. With the utility model, a pile-type steel framework foundation and a negative-pressure bucket foundation are effectively combined, deep-layer soil of the seabed is effectively used, and resistance of the deep soil layer is shown fully, so that displacement and bending moment of the pile of the negative-pressure bucket foundation are prominently reduced, the outer diameter of the negative-pressure bucket is reduced, and the offshore applicable scope of the negative-pressure bucket basic structure is expanded. The negative-pressure bucket-shaped basic structure of the offshore wind turbine with the pile-type steel framework is applicable to installation and construction of offshore wind turbine equipment in a soft soil foundation and deep and thick sludge soil and a mudflat ground with poorer soil conditions.",2014,E02B2017/0078; E02D  27/42; E02D  27/52; E02D  27/12
420650015,CN201420142723U,Assembly external pre-stress reactive powder concrete wind power tower,"The utility model relates to an assembly external pre-stress reactive powder concrete wind power tower. The wind power tower comprises a foundation and a plurality of sections of tower cylinders. The foundation is a reinforced concrete foundation, and a foundation ring is pre-buried in the foundation. Each of the sections of tower cylinders is poured through reactive powder concrete and is in tapered cylinder shape. A plurality of pre-stress reinforcements are arranged longitudinally on the inner side of each of the sections of tower cylinders, the top ends of the pre-stress reinforcements are anchored on the inner side of the top end face of the tower cylinder, and the bottom end is in anchorage connection with the foundation ring after the pre-stress reinforcements are tensioned. The wind power tower is reasonable in structure, low in fabrication cost, convenient to transport and assemble, high in bearing capacity, good in durability and crack resistance, long in service life and simple to maintain.",2014,E04H  12/16; E02D  27/42
420651354,CN201420120021U,Vertical axis blade device for offshore wind power,"The utility model discloses a vertical axis blade device for offshore wind power. The vertical axis blade device is installed on a tower which serves as a base, wherein a generator is installed on the top of the tower. The vertical axis blade device for offshore wind power comprises a plurality of blades, a vertical shaft, connecting pieces, a sliding bearing, and supporting rods, wherein the blades are evenly distributed in the circumferential direction of the tower in an inclined umbrella shape, the vertical shaft is arranged in directional butt connection with a generator shaft, the connecting pieces are connected with the vertical shaft and hinged to the top ends of the blades, the height of the sliding bearing is adjustable, the sliding bearing is installed on the tower, and the two ends of each supporting rod are hinged to the corresponding blade and the sliding bearing respectively. The blade device and the generator are vertically installed at the top end of the tower; due to the fact that the blades are evenly distributed in the circumferential direction, the tower and a foundation are in the axis compression state, and the tower bears uniform stress. Due to the fact that the blades are arranged in the inclined umbrella shape and change along with the position of the sliding bearing, the vertical axis blade device can be opened and closed, the swept area is changed, the borne wind load is changed, the requirements for the strength and the rigidity of the tower and the foundation are lowered, the materials for the tower and the foundation can be saved, and the construction investment can be reduced.",2014,F03D   1/06; Y02E  10/721
420662889,AU20120348632,Rotor blade and connecting device,"The invention relates to a rotor blade of a wind turbine for fixing to a rotor hub, said rotor blade having a rotor blade longitudinal axis, comprising a rotor blade inner part (2) near the rotor hub and a rotor blade outer part (4) further away from the rotor hub. The rotor blade inner part (2) and the rotor blade outer part (4) are connected to each other by means of at least one connecting device, and the connecting device comprises at least one anchoring element (34) which is anchored in the rotor blade outer part (4), at least one counter element (20) which is anchored in the rotor blade inner part (2), and at least one connecting bolt (28) which passes through the counter element (20) and is fixed in the anchoring element (34).",2012,F05B2240/302; Y02E  10/721; F03D   1/0675; F03D   1/0658; F05B2260/301; F03D   1/06
420682897,US201214343829,Wind turbine with tower climatisation system using outside air,"A wind turbine includes a tower, the tower having an upper part, a middle part and a lower part. The lower and the middle part of the tower form the base of the tower, waste heat generating equipment located in the middle part of the tower, and a cooling device with at least one cooling device inlet formed in the tower for introducing outside air surrounding the tower into the tower. The cooling device is adapted to guide the outside air from each cooling device inlet into the lower part of the tower such that the outside air can ascend towards the middle part and upper part of the tower while cooling the waste heat generating equipment. each cooling device inlet is located in the upper part of the tower.",2012,F05B2250/501; Y02E  10/721; F03D  11/00; F03D  80/60; F03D  80/00; F05B2240/95; F03D   9/00; F05B2260/64
420683994,US201214115403,Helicopter landing deck,"The invention generally relates to two-bladed turbine nacelles and platforms integrated into the nacelle structure. In certain embodiments, the invention provides an assembly encompassing a nacelle that houses a two-bladed turbine and a hoisting platform. The hoisting platform is integrated into the structure of the nacelle so as to form the roof of the nacelle.",2012,E01F   3/00; F03D   9/00; F03D   1/06; F03D  80/00; F05B2240/95; F03D  80/50; Y02E  10/727; Y02E  10/721; Y02E  10/726; F03D  13/40; Y02B  10/30; F05B2240/14; B63H   9/00
420689030,US201414149066,Partial pitch wind turbine with floating foundation,"The present invention relates a wind turbine comprising a wind turbine tower with a nacelle provided on the top to which a rotor hub with one or more wind turbine blades is rotatably mounted so that they form a rotor plane. A floating foundation having a upper section is mounted to the bottom of the wind turbine tower, wherein the foundation has a buoyant body configured to be installed at an offshore position having a water depth of about 40 m or more. The wind turbine blade comprises an inner blade section coupled to an outer blade section by a pitch junction in which a pitch mechanism is coupled to a pitch control system configured to regulate the pitch of the outer blade section relative to the inner blade section at wind speeds above a first wind speed. This allows the pitching to be used to counteract the tilting of the wind turbine caused by the different thrusts acting on the structure. This allows for a more linear control of the bending moment induced in the structure, since the blade sections provides a more constant thrust acting on the rotor hub which in turn allows the large negative damping loads and stresses introduced in the wind turbine to be eliminated.",2014,B63B2035/442; Y02E  10/723; F03D  11/04; Y02E  10/727; B63B  35/44; F03D   7/02; F05B2240/93; F03D   7/0224; F03D  13/20; F03D  13/25; F03D   7/0228; F03D   7/04; F03D  13/22; Y02E  10/721
420714210,EP20140746718,"METHOD OF INSTALLATION OF AN OFFSHORE WIND TURBINE TOWER, WITH PILE-BASED FOUNDATIONS, AND EQUIPMENT FOR IMPLEMENTING SAID METHOD","Method for installation of an offshore tower, which comprises: providing a tower mast, piles, anchoring means, a platform with securing means, and buoyancy means with securing means; fastening piles to platform; fastening mast to platform in the use position; providing actuation and/or braking means between piles and platform; providing a platform between lower zone and upper zone; anchoring means to piles and to platform; launching buoyancy means; launching base assembly (platform, mast, piles, anchoring means); securing base assembly to buoyancy means using securing means; transferring transport assembly to tower location; actuating actuation and/or braking means until piles are fixed in the seabed; fastening piles to seabed; actuating actuation and/or braking means until platform is on a level with pile upper zone; mounting wind turbine on mast; removing securing means and withdrawing buoyancy means from platform; and tensioning anchoring means.",2014,E02D  27/50; F03D  13/22; F05B2230/60; Y02E  10/727; F03D  13/40; E02D  27/42; E02D  27/425; F03D  13/10; E02D  27/16; E02D  27/525; F05B2230/61; F05B2240/95; F03D  13/25; Y02P  70/523
420811093,CN201410205381,Heavy draught seaborne floating wind turbine integral installation work ship,"The invention provides a heavy draught seaborne floating wind turbine integral installation work ship. A wind turbine comprises a tower drum and a heavy draught seaborne floating foundation provided with a hard cabin and a soft cabin. the installation work ship comprises a work ship, a truss, multiple bearing piers, a dumping winch, a dumping steel wire rope, a lifting pulley block, a dumping pulley block, two lifting winches, two lifting steel wire ropes and a dumping rotating shaft, wherein the truss, the dumping winch and the bearing piers are arranged on a main deck; two ends of the dumping steel wire rope are respectively connected with the tower drum and the dumping winch; the lifting pulley block is arranged on a shell of the hard cabin; the dumping pulley block is arranged on the upper part of the heavy draught seaborne floating foundation; two ends of one lifting steel wire rope are respectively connected with the lifting pulley block and the lifting winch arranged on the middle of the truss, and two ends of the other lifting steel wire rope are respectively connected with the dumping pulley block and the lifting winch arranged on the top of the truss; the soft cabin is hinged to a slot in the tail part of the work ship through a soft cabin pin shaft hole and the dumping rotating shaft. The heavy draught seaborne floating wind turbine integral installation work ship has dual functions of transportation and installation, saves operation time, reduces the cost, and is suitable for construction of a large-scale seaborne floating wind turbine plant.",2014,B63B  27/08; B63B  35/00; Y02E  10/727
420816725,CN201410224639,Piling limiting frame for intertidal zone offshore wind power foundation pile sinking and construction method thereof,"The invention relates to a method for construction of intertidal zone offshore wind power multi-pile conduit frame foundation pile sinking. The method is characterized in that pile sinking positioning and perpendicularity control are performed on steel pipe piles through a piling limiting frame, and a floating crane hydraulic impact hammer setting on a beach is utilized to perform hanging up and beating for pile sinking. The method comprises the steps of performing steel pipe pile processing and marine transportation, performing ship positioning, leveling the beach face of a pile sinking area, placing the piling limiting frame, injecting water to a water containing cavity in the piling limiting frame, adjusting the levelness of the piling limiting frame, vertically lifting the steel pipe piles, inserting the steel pipe piles in a pile holding device of the piling limiting frame, utilizing a piling hammer for pile pressing and utilizing the piling hammer for pile sinking. The method has the advantages that the steel pipe piles are guided and limited through the piling limiting frame, pile sinking perpendicularity is guaranteed, accuracy of relative positions of the steel pipe piles of every foundation is guaranteed, construction of a whole fan foundation can be finished by one-time ship parking, a construction process is simplified, and construction efficiency is greatly improved.",2014,E02D  13/04; E02D   7/06
420816757,CN201410181576,Base structure system combined by four cylindrical bases,"The invention discloses a base structure system combined by four cylindrical bases. A quadrangle is formed by the connecting lines of centers of the four cylindrical bases, a pile body is arranged at the top of each cylindrical base, and the center line of each pile body and the center line of the corresponding cylindrical base are located on the same straight line; a node connecting piece is arranged above the center position of the four cylindrical bases, a profiled-steel beam is connected between the node connecting piece and the outer side of the top part of each pile body, and each profiled-steel beam is downwards inclined from one end part, connected with the node connecting piece, of the profiled-steel beam to the end part, connected with the corresponding pile body, of the profiled-steel beam. According to the base structure system provided by the invention, larger bending moment transmitted by an upper structure can be effectively and similarly converted to a tensile force and a pressure at the cylindrical bases by the profiled-steel beams and the pile bodies, so as to give play to the maximum bearing force of the cylindrical bases, therefore materials can be saved; furthermore, a complete technology of 'floating-sinking-leveling' can be realized in the construction, the construction period is short, and the construction cost of an offshore wind power plant can be reduced.",2014,E02D  27/44; E02D  27/52; E02D  27/16
420816759,CN201410182899,Foundation structural system combined by three bucket foundations,"The invention discloses a foundation structural system combined by three bucket foundations, wherein a triangle is formed by the central-point connecting lines of the three bucket foundations, a pile body is arranged on the top of each bucket foundation, the central line of each pile body and the central line of the corresponding bucket foundation are positioned on the same straight line, a node connecting piece is arranged above the central positions of the three bucket foundations, a shaped steel beam is connected between the node connecting piece and the outer side of the top of each pile body, and each shaped steel beam is downwards inclined from the end part connected with the node connecting piece to the end part connected with each pile body. According to the foundation structural system, greater bending moment transferred by an upper structure is effectively and approximately transformed into pull and pressure at the bucket foundations through the shaped steel beams and the pile bodies to exert the maximum bearing capacity of the bucket foundations, so that materials are saved; moreover, a set of floating transportation-sinking-leveling technologies can be realized in construction, so that the construction period is short, and the construction cost of offshore wind plants is lowered.",2014,E02D  27/16; E02D  27/44; E02D  27/52
420816767,CN201410181463,Transitional ocean engineering foundation structure system,"The invention discloses a transitional ocean engineering foundation structure system. Central point connecting lines of three bucket foundations form a triangle; the top part of each bucket foundation is provided with a pile body; the central line of each pile body and the central line of the bucket foundation which corresponds to the pile body are on the same straight line; a node connecting piece is arranged above the central position of the three bucket foundations; a section steel beam is connected between the node connecting piece and the outer side of the top part of each pile body; each section steel beam tilts down from the end part connected with the node connecting piece to the end part connected with the corresponding pile body; root parts of the pile bodies are connected with each other by inter-pile supports; an integral steel plate is connected among the bucket foundations. According to the transitional ocean engineering foundation structure system disclosed by the invention, bigger bending moment transmitted by an upper structure is effectively and approximately converted into tension and pressure at the bucket foundations by the section steel beams and the pile bodies so as to exert the maximum bearing capacity of the bucket foundations, and materials are saved; moreover, the floating transportation-subsidence-leveling packaged technology can be realized during construction, and therefore, the construction period is short, and the construction cost of an offshore wind plant is reduced.",2014,E02D  27/42; E02D  27/44; E02D  27/10
420816769,CN201410182898,Combined basic structural system of three cylinder type foundations with support,"The invention discloses a combined basic structural system of three cylinder type foundations with support. Connecting wires of the center points of the three cylinder type foundations form a triangle; a pile body is arranged at the top of each cylinder type foundation; a joint connecting piece is arranged above the central positions of the three cylinder type foundations, a profiled-steel beam is connected between the joint connecting piece and the top of each pile body, and each profiled-steel beam is inclined downwards from the end connected with the joint connecting piece to the end connected with the corresponding pile body; the roots of the pile bodies are mutually connected through support among the piles, and a support between cylinders is connected between the adjacent two cylinder type foundations. Through the profiled-steel beam and the pile bodies, larger bending moment transmitted by an upper structure is effectively converted into tensile force and pressure approximately at the cylinder type foundations so as to exert the maximum bearing capacity of the cylinder type foundations and save the materials; moreover, the complete technology of floating transportation, sinking and leveling can be realized in the construction, so that the construction period is short, and the construction cost of an offshore wind plant is reduced.",2014,E02D  27/52; E02D  27/42
420816775,CN201410181464,Four-cylindrical foundation combined foundation structure system with support,"The invention discloses a four-cylindrical foundation combined foundation structure system with support. The connecting lines of the center points of four cylindrical foundations form a quadrangle; a pile body is arranged on the top of each cylindrical foundation; a node connecting component is arranged above the center positions of the four cylindrical foundations; a profile steel beam is connected between the node connecting component and the outer side of the top of each pile body; each profile steel beam is downwards inclined from the end part connected with the node connecting component to the end part connected with the pile body; the roots of the pile bodies are mutually connected by the support among eight piles; an inter-cylinder support is connected between two adjacent cylindrical foundations. The relatively large torque transferred by an upper part structure is approximately converted into tensile force and pressing force at the cylindrical foundations through each profile steel beam and each pipe body, so that the highest bearing capacity of the cylindrical foundations is achieved, materials are saved, the complete technology of 'floatation transportation, sinking and leveling' can be realized during construction, the construction period is short, and the building cost of an offshore wind power station is reduced.",2014,E02D  27/44; E02D  27/42
420816779,CN201410181475,Multi-cylindrical foundation combined foundation structure system,"The invention discloses a multi-cylindrical foundation combined foundation structure system. The connecting lines of the center points of four cylindrical foundations form a quadrangle; a pile body is arranged on the top of each cylindrical foundation; the central line of each pile body and the central line of the cylindrical foundation corresponding to the pile body are on the same straight line; a node connecting component is arranged above the center positions of the four cylindrical foundations; a profile steel beam is connected between the node connecting component and the outer side of the top of each pile body; each profile steel beam is downwards inclined from the end part connected with the node connecting component to the end part connected with the pile body; an inter-pile support are connected between the roots of the pile bodies; an overall steel pipe is connected between every two cylindrical foundations. The relatively large torque transferred by an upper part structure is approximately converted into tensile force and pressing force at the cylindrical foundations through each profile steel beam and each pipe body, so that the highest bearing capacity of the cylindrical foundations is achieved, materials are saved, the complete technology of 'floatation transportation, sinking and leveling' can be realized during construction, the construction period is short, and the building cost of an offshore wind power station is reduced.",2014,E02D  27/52; E02D  27/42
420816781,CN201410182897,Transition type drum-shaped base structure applicable to ocean engineering,"The invention discloses a transition type drum-shaped base structure applicable to an ocean engineering, wherein a ring beam is arranged in the middle of a top cover of a drum-shaped base, the top of the ring beam is provided with a plurality of section steel columns which are uniformly arranged along the circumferential direction, a node connecting piece is arranged right above the center of the drum-shaped base, section steel beams are connected between the node connecting piece and the top of each section steel column, each section steel beam downwards inclines from the end connected with the node connecting piece to the end connected with the corresponding section steel column, at least one horizontal circumferential support is arranged on the section steel columns long the height direction at intervals, and the circumferential supports are respectively connected between every two section steel columns. After the transition type drum-shaped base structure is used, the larger bending moment transmitted by an upper structure can be effectively and approximately transferred into a pull force and pressure at the drum-shaped base by the section steel beams and the section steel columns, so that the maximum carrying capacity of the drum-shaped base can be played; the section steel beams are less in self weight compared with a concrete transition section, so that the use of a large-scale machine tool during construction can be reduced, the construction period can be shortened, and the offshore wind plant building cost can be reduced.",2014,E02D  27/52
420816801,CN201410181040,Real-time monitoring method for sinking attitude of composite bucket foundation for offshore wind turbine,"The invention discloses a real-time monitoring method for a sinking attitude of a composite bucket foundation for an offshore wind turbine. The real-time monitoring method comprises the following steps: linking up a dual axis tilt angle sensor and a computer; placing the dual axis tilt angle sensor on the bucket foundation, and setting the allowable maximum tilt angle of the bucket foundation; enabling the bucket foundation to sink under the action of dead weight until dead weight sinking is ended; sucking all subdivisions simultaneously at the same rate; transmitting X-axis and Y-axis tilt angle data, acquired in real time, of the bucket foundation to the computer by the dual axis tilt tilt angle sensor, working out a total angle and the position of a rotation axis, giving an alarm if the monitored total angle is bigger than the allowable tilt angle, and leveling the bucket foundation, and not leveling if the total angle meets the requirement; observing dynamically displayed position changes of the rotation axis and the upturning side during a foundation leveling process until the bucket foundation sinks to projected depth; storing sinking attitude information. The real-time monitoring method disclosed by the invention has the advantages of being stable in operation, accurate in information, visualized in display and expandable in use, and more practical attitude information during the foundation sinking process can be obtained.",2014,E02D  27/42; E02D  27/44; E02D  33/00
420828935,CN201280060694,Rotor blade and connecting device,"The invention relates to a rotor blade of a wind turbine for fixing to a rotor hub, said rotor blade having a rotor blade longitudinal axis, comprising a rotor blade inner part (2) near the rotor hub and a rotor blade outer part (4) further away from the rotor hub. The rotor blade inner part (2) and the rotor blade outer part (4) are connected to each other by means of at least one connecting device, and the connecting device comprises at least one anchoring element (34) which is anchored in the rotor blade outer part (4), at least one counter element (20) which is anchored in the rotor blade inner part (2), and at least one connecting bolt (28) which passes through the counter element (20) and is fixed in the anchoring element (34).",2012,F03D   1/06; Y02E  10/721; F05B2260/301; F03D   1/0675; F03D   1/0658; F05B2240/302
420845916,CN201420096586U,Outward floating type tension leg floating wind turbine foundation and offshore wind turbine,"The utility model discloses an outward floating type tension leg floating wind turbine foundation and an offshore wind turbine. The floating wind turbine foundation comprises a top supporting platform, a bottom supporting structure, at least three hollow stand columns and a ballast adjusting system, wherein the top supporting platform is used for supporting a tower, blades and a wind turbine set; the bottom supporting structure is connected with a plurality of tension legs; the at least three hollow stand columns are connected between the top supporting platform and the bottom supporting structure and arranged around the vertical center line of the floating wind turbine foundation, and each stand column inclines outwards from the lower end to the upper end relative to the vertical center line of the floating wind turbine foundation; the ballast adjusting system is arranged in the stand columns and/or the bottom supporting structure. The offshore wind turbine provided with the foundation adopting the structure is excellent in motion performance, convenient to manufacture, assemble and install and capable of being towed entirely.",2014,B63B  21/502; Y02P  70/523; B63B  35/44; B63B2035/446; B63B   1/107; B63B2039/067; F03D  13/25; Y02E  10/727; B63B2001/128
420869365,CA20122857991,ROTOR BLADE AND CONNECTING DEVICE,"A rotor blade of a wind power installation for fixing to a rotor hub and having a rotor blade longitudinal axis, including a rotor blade inner part (2) towards the rotor hub, and a rotor blade outer part (4) away from the rotor hub, wherein the rotor blade inner part (2) and the rotor blade outer part (4) are connected together by means of at least one connecting device and the connecting device includes at least one anchoring element (34) anchored in the rotor blade outer part (4), at least one counterpart element (20) anchored in the rotor blade inner part, and at least one connecting bolt (28) which extends through the counterpart element (20) and is fixed in the anchoring element (34).",2012,Y02E  10/721; F03D   1/06; F03D   1/0658; F05B2240/302; F03D   1/0675; F05B2260/301
420878584,TW20132220969U,Offshore wind power generator and base thereof,NULL,2010,F03D  11/00; F03D   1/00; Y02E  10/72
420908421,SE20130050033,Kraftkabelarrangemang fˆr en offshore-vindkraftpark och ett fˆrfarande fˆr att montera och demontera ett kabelarrangemang,NULL,2013,F03D  13/25; F03D  80/85; F03D   9/257; B63B  21/50; H02G   9/12; F03D  11/04; F05B2240/95; F03D  80/00; Y02E  10/727; F05B2240/93; F05B2240/96
420931328,JP20120555655,??????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2011,F01D  25/12; H02K   7/18; F03D   9/25; F03D  13/22; F28D  21/00; Y02E  10/726; F03D  11/00; F03D  80/60; Y02E  10/725; F03D   9/00; F03D  11/04; F03D  13/20; F03D  13/25; F05B2260/232; Y02E  10/727
420961875,DK20100734369T,Flydende stabiliseringsindretning,NULL,2010,F03D  13/22; Y02E  10/727; E02D  27/52; E02D  27/425; F03D  13/40; E02D  27/42; F03D   1/00; F05B2240/95; E02D  23/02; F03D  11/04
420972830,CN201410262952,Connection device of prestress concrete and steel combination wind power generation tower,"The invention relates to a connection device of a prestress concrete and steel combination wind power generation tower. The lower surface of a lower connection flange is provided with anchor bars connected with a concrete tower section. The connection device is further provided with prestress application components, a tension anchor flange and the lower connection flange are respectively and uniformly provided with flange holes for the prestress application components to pass, and the flange holes of the tension anchor flange are the same as those of the lower connection flange in quantity and correspond to the flange holes of the lower connection flange in a one-to-one mode in the vertical direction. The prestress application components sequentially penetrate through the flange holes of the anchor flange and the flange holes of the lower connection flange and penetrate through the concrete tower section on the lower portion. The top ends of the prestress application components are anchored on the top face of a lower section connection steel cylinder through anchorage devices after the prestress application components are tensioned. Concrete is poured between the tension anchor flange and the lower connection flange to form a prestress concrete structure. Due to the connection mode, the concrete on the flange connection section is uniformly stressed, stress concentration is reduced, the tensile stress level of the concrete is improved, and the situation that the concrete cracks is avoided.",2014,F03D  11/04
420972832,CN201410263017,Connection transition device of prestress concrete tower section and steel tower section of combined wind power tower,"The invention relates to a connection transition device of a prestress concrete tower section and a steel tower section of a combined wind power tower. The top end of a connection steel cylinder section is connected with the steel tower section on the upper portion through a connection mechanism, the embedded steel cylinder section is embedded into the concrete tower section on the lower portion from the top face of the concrete tower section on the lower portion, a tension anchor flange plate is installed between the connection steel cylinder section and the embedded steel cylinder section, the bottom face of the embedded steel cylinder section is provided with an annular embedded chassis, the cylinder wall of the embedded steel cylinder section is uniformly provided with a plurality of rib penetrating holes, and penetrating anchor ribs penetrating through the rib penetrating holes are arranged in the rib penetrating holes. The overall rigidity of a connection component can be greatly improved, stress concentration and uniform distribution of stress are avoided, the width of a crack of the prestress concrete tower section can be effectively controlled, even the cracking phenomenon of the prestress concrete tower section can be avoided, and durability and fatigue performance of the concrete tower are greatly improved.",2014,F03D  11/04
421002957,CN201420114181U,Precast concrete bearing platform with reserved foundation ring hole and pile socket holes,"The utility model provides a precast concrete bearing platform with a reserved foundation ring hole and pile socket holes. The reserved foundation ring hole coaxial with a concrete body is formed in the center of the top surface of the concrete body of the precast concrete bearing platform; a plurality of reserved pile socket holes are uniformly distributed in the outer side of a vertical surface on which the circumferential wall of the reserved foundation ring hole and the bottom surface of the concrete body are arranged; a mortar grouting hole channel penetrating through the top surface of the concrete body is formed in the top of each reserved pile socket hole. Compared with the multiple-pile foundation (a high-rise bearing platform foundation) construction scheme used in an existing offshore wind turbine generator, the precast concrete bearing platform eliminates an offshore mold mounting and dismounting procedure, can complete binding of plenty of offshore on-site steel bars in a precast factory at the same time, greatly improves the construction efficiency, saves the offshore bearing platform construction time, and meanwhile reduces the construction cost.",2014,E02D  27/14; E02D  27/42; E02D  27/44
421002959,CN201420116211U,Precast concrete bearing platform with reserved foundation ring hole and pile socket ring hole,"The utility model provides a precast concrete bearing platform with a reserved foundation ring hole and a pile socket ring hole. The reserved foundation ring hole coaxial with a concrete body is formed in the center of the top surface of the concrete body of the precast concrete bearing platform, and the reserved pile socket ring hole penetrating through the top surface and the bottom surface of the concrete body is formed in the edge of the concrete body. A plurality of connecting steel beams are arranged between the inner ring surface and the outer ring surface of the reserved pile socket ring hole in a circumferential direction, and the reserved pile socket hole is formed in the part, between adjacent connecting steel beams, of the reserved pile socket ring hole. Compared with the multiple-pile foundation construction scheme used in an existing offshore wind turbine generator, the precast concrete bearing platform eliminates an offshore mold mounting and dismounting procedure, can complete binding of plenty of offshore on-site steel bars in a precast factory at the same time, greatly improves the construction efficiency, saves the offshore bearing platform construction time, and meanwhile reduces the construction cost.",2014,E02D  27/14; E02D  27/42; E02D  27/44
421002971,CN201420202705U,Combined type foundation ring of wind generating set,"The utility model discloses a combined type foundation ring of a wind generating set. The combined type foundation ring comprises an upper end foundation ring and a lower end foundation ring, wherein the upper end foundation ring comprises an upper flange, a cylinder and a lower flange, the upper flange and the lower flange are fixedly arranged at the upper part and the lower part of the cylinder respectively, and the upper flange is connected with a fan tower barrel through a bolt; and the lower end foundation ring comprises a connecting flange, a conical barrel and a bottom flange which are connected into a whole from top to bottom sequentially, a large port of the conical barrel is located in the lower part, the connecting flange is connected and fixed with the lower flange of the upper foundation ring, and the lower end foundation ring and the lower part of the upper end foundation ring are buried into the concrete foundation. According to the combined type foundation ring, the lower end foundation ring provided with the conical barrel having the downward large port is added, so that the contact area with concrete is increased, the foundation ring is secondarily anchored, and the lower flange of the foundation ring is prevented from loosening and sliding, so that problems that a conventional foundation ring is prone to loosening and fatigue failure of foundation concrete is caused easily are effectively solved.",2014,E02D  27/42; E02D  27/44
421005141,CN201420173422U,Device for installing offshore wind power generation set and splicing compartment and impeller,"The utility model relates to a device for installing an offshore wind power generation set and splicing a compartment and an impeller. The device comprises multiple hydraulic cylinders, wherein bent plates are connected to the upper ends of the hydraulic cylinders, the transverse portions of the bent plates are connected with the hydraulic cylinders through first hinge pins, the bent portions of the bent plates are connected with a fixed tower frame through second hinge pins, the number of the hydraulic cylinders is eight, and the hydraulic cylinders are evenly distributed on the inner wall of the upper end of the tower frame. The device for installing the offshore wind power generation set and splicing the compartment and the impeller has the advantages that the device is convenient to use, reliable in structure, simple in operation, suitable for pre-installation of the compartment and the impeller during split installation of an offshore wind power generator and enables lower-portion tower barrel hoisting and compartment and the impeller splicing to be simultaneously performed, and the installation time of the offshore wind power generator is shortened.",2014,F03D  11/04
421005147,CN201420192061U,Tower foundation of wind generating set,"The utility model discloses a tower foundation of a wind generating set, and relates to the technical field of tower structures. The problem that anchoring bolts in a tower foundation poured through concrete can not be replaced can be solved. The tower foundation of the wind generating set is characterized in that the middle of the tower foundation is of a hollow structure, an opening in the top of the hollow structure is flush with the upper end of the tower foundation, the upper portion of the hollow structure is of a hollow cylindrical structure, the lower portion of the hollow structure gradually extends to the interior of the side wall, pre-stressed components are installed in the side wall of the periphery of the hollow structure, the upper ends of the pre-stressed components are exposed out of the upper ends of the tower foundation, and the lower ends of the pre-stressed components are connected with connecting pieces located in lower portion space of the hollow structure. The tower foundation of the wind generating set is used for fixing a foundation of the wind generating set.",2014,F03D  11/04
421005983,CN201420203219U,Sealing structure for wind turbine gearbox,"The utility model discloses a sealing structure for a wind turbine gearbox, which comprises a box body (1), a planet rack (2) and a bearing (3), wherein a left floating ring (6) is placed between the first ring-shaped step of a stationary ring (4) and the first ring-shaped step and the second ring-shaped step of an oil intake ring in a clearance gap seal manner; a right floating ring (7) is placed between the third and fourth ring-shaped step of the stationary ring and the fourth ring-shaped step of the oil intake ring in aclearance gap seal manner; a middle oil cavity (8) is formed by enclosing the right end surface of the left floating ring, the left end surface of the right floating ring, the second ring-shaped step of the stationary ring and the third ring-shaped step of the oil intake ring (5); the upper end and the lower end of the middle oil cavity are respectively and correspondingly communicated with the third oil channel (4-1) in the stationary ring and the fourth oil channel (5-1) in the oil intake ring; the third oil channel in the stationary ring and the other end of the fourth oil channel in the oil intake ring are respectively and correspondingly communicated with the first oil channel (1-1) in the box bodyand the second oil channel on the planet rack.",2014,F16H  57/029; F16H  57/08
421026267,CN201410183383,Guy anchoring type offshore wind turbine foundation,"The invention discloses a guy anchoring type offshore wind turbine foundation, is mainly applicable to offshore wind turbine construction meeting environment requirements and technical characteristics of offshore wind plant in short sea and deep sea, and belongs to the field of offshore wind turbine foundations. The guy anchoring type offshore wind turbine foundation adopts the main technical scheme that the top of a steel upright is connected with a lower flange, and is fixed together with an upper flange plate at the bottom of a wind turbine tower through bolts; the bottom of the steel upright is hinged to a universal connector, so as to enable the steel upright to be fixed and embedded into a seabed; three or more upper guy steel cables are connected between the lower flange plate and the seabed, and traction fixing between the steel upright and the seabed is implemented. According to the invention, the rigidity of a wind turbine foundation system is enabled to be configured properly, and under normal weather or whirlies, rigid fixing is realized; under conditions of tempests and hurricanes, a flexible structure is adopted, and restorable structural deformation can be generated to dissipate structural internal force, so that a structural system is prevented from being damaged.",2014,E02D  27/44; E02D  27/52; E02D  27/42
421026271,CN201410211510,Sea wind power guiding pipe frame foundation structure,"The invention discloses a sea wind power guiding pipe frame foundation structure which comprises three guiding pipes, wherein the cross sections of the three guiding pipes are triangular, a triangular supporting platform is connected onto the upper parts of the guiding pipes, the supporting platform comprises an upper sealing board, a lower sealing board, a side beam, an auxiliary beam and a main beam, the upper sealing board and the lower sealing board are welded with a main cylinder body and the guiding pipes, the upper sides and the lower sides of the side beam, the auxiliary beam and the main beam are respectively welded on the upper sealing board and the lower sealing board, the main beam is distributed in 120 degrees, the two ends of the main beam are welded with the main cylinder body and the guiding pipes, the side beam is distributed along the edge line of the supporting platform, the two ends of the side beam are respectively welded with the upper ends of the guiding pipes, the auxiliary beam is perpendicular to the side beam, and the two ends of the auxiliary beam are respectively welded with the main cylinder body and the side beam. The sea wind power guiding pipe frame foundation structure has the advantages of being simple in structure, reasonable in stress distribution, light in weight, few in high dynamic stress areas, low in cost and the like.",2014,E02D  27/52; E02D  27/42
421054774,CN201320854629U,Auxiliary climbing device of ship and ship using same,"The utility model discloses an auxiliary climbing device of a ship and the ship using the climbing device. The device comprises a supporting base, a horizontal compensating mechanism, a top platform and a cantilever channel, wherein the top platform is installed above the supporting base through the horizontal compensating mechanism, and the lower end of the cantilever channel is connected with the top platform. The auxiliary climbing device is installed on the stem of the ship. According to the auxiliary climbing device of the ship and the ship using the auxiliary climbing device, waves can be initiatively compensated for, waggle and fluctuation of the ship can be reduced, the risk caused when a maintenance worker climbs a fan can be reduced, and therefore the defects of an existing offshore wind plant maintenance ship can be overcome.",2013,B63B  27/14; B63B2017/0072
421060378,CN201320849678U,High-power offshore wind generating set tower external electric appliance assembly working platform,"The utility model discloses a high-power offshore wind generating set tower external electric appliance assembly working platform. The high-power offshore wind generating set tower external electric appliance assembly working platform is characterized by comprising an upper working platform body, a lower working platform body, an upper pulling rod, a lower supporting rod, a cable support and a ladder stand, wherein the upper working platform body and the lower working platform body are fixedly connected through a truss, the upper pulling rod and the lower supporting rod are both fixedly connected with the upper working platform body and the lower working platform body, the cable support is arranged between the upper working platform body and the lower working platform body, the ladder stand is arranged in the mode of penetrating through the upper working platform body and the lower working platform body, an electric appliance assembly integrating cabinet is arranged on the upper working platform body, and space for installing a tower tube is reserved in the middle of the upper working platform body and in the middle of the lower working platform body. The high-power offshore wind generating set tower external electric appliance assembly working platform has the advantages of being simple in structure and easy to manufacture, electric appliance assemblies such as transformers can be installed outside the tower tube through the high-power offshore wind generating set tower external electric appliance assembly working platform, the internal structure of the tower tube is simplified, the diameter of the tower tube is reduced, production cost and production difficulty are reduced, meanwhile, the transformers and the like are convenient to install and maintain, and maintaining and repairing cost is reduced.",2013,Y02P  70/523; F03D  11/00
421086699,US201214344512,Velocity gradient floating turbine and power generation system and methods thereof,"The present invention in a preferred embodiment provides systems and methods for a velocity gradient floating turbine and power generation, comprising: a) a floating platform; b) guide vanes; c) a velocity gradient turbine; d) a gas compressor; e) a means to couple turbine and compressor, further comprising a turbine gear and a compressor gear or belt/chain drive; f) at least a pipe; and g) a turbineógenerator sub-system; wherein the said floating platform comprises: i. at least two tanks; ii. at least a rod to support the said tanks; and wherein the said turbineógenerator sub-system comprises: i. a turbine ; and ii. a generator.",2012,F15B  11/064; F03D   3/02; F16D  31/02; Y02E  10/28; F03B  13/00; F03B  17/063; F03D   9/17; F03D  15/10; F03B  17/062; F03D   9/008; F05B2240/13; F15B  11/06; F03D   9/00; F03D  13/20; F03D   1/02; F03D   9/02; F03D   3/0427; F03D   9/25; F03D   9/28; Y02E  10/72; Y02E  60/15; F03B  17/06
421169218,JP20130503553,?????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,B63B2035/442; B63B  39/06; B63B2039/067; B63B2001/044; Y02E  10/727; F03D  13/25; B63B  35/44; B63B   1/048; B63B  21/10; F05B2240/93
421192212,CN201410256619,Rapid positioning and fixing device for fan blade at sea,"The invention discloses a rapid positioning and fixing device for a fan blade at sea. The rapid positioning and fixing device comprises a first adjusting device and a second adjusting device. The first adjusting device comprises a base. A lifting base is arranged on the base. Two rolling posts are arranged on the lifting base. A lower hoop piece is arranged on the two rolling posts. One end of the lower hoop piece is connected with an upper hoop piece and the other end of the lower hoop piece is movably connected with the movable end of the upper hoop piece. The lower hoop piece is connected with a screw rod and connected with a trolley through an ejector rod. The trolley is arranged on a guide rail and the other side of the trolley is connected with a hydraulic oil cylinder. The second adjusting device comprises a traveling trolley. A trolley top base is arranged on the traveling trolley through a jacking oil cylinder. A dovetail base is arranged on the trolley top base. A balancer is arranged on the dovetail base. A fixing baffle and a clamping base are arranged on the balancer. A movable shaft is arranged in the middle of the balancer. A base holding base is arranged between the fixing baffle and the clamping base. By the adoption of the two adjusting devices, the offshore assembling time is shortened, and efficiency is greatly improved.",2014,F03D  13/10; B25B  11/02; B23P  21/00
421195286,CN201410242676,Offshore wind power duct rack grouting material and construction method thereof,"The invention provides an offshore wind power duct rack grouting material which comprises a dry material and water, wherein the dry material comprises the following components in percentage by mass: 25.0-40.0 percent of Portland cement, 1.0-5.0 percent of sulphoaluminate cement, 45.0-55.0 percent of quartz sand and 5.0-15.0 percent of admixture; the addition amount of the water is proper. The invention further provides a construction method of the offshore wind power duct rack grouting material. According to the offshore wind power duct rack grouting material and the construction method thereof, the material has the characteristics of high liquidity, high pumpability, super-high early-strength, ultrahigh strength, high durability, good water dispersion resistance, zero shrinkage and high fatigue resistance, can be conveyed by a rubber pipeline by adopting a pumping and grouting construction mode, is suitable for underwater grouting and is also suitable for grouting connection between the offshore wind power duct rack and steel pipe pile foundation.",2014,C04B  28/06; E02D  15/06
421199760,CN201410262947,Anchored ribbed type connecting device for prestressed concrete and steel tower section of wind power combined tower,"The invention relates to an anchored ribbed type connecting device for prestressed concrete and a steel tower section of a wind power combined tower. The top end of an upper connecting steel cylinder section is connected with the upper steel tower section through a connecting mechanism. A lower connecting flange plate is installed between the upper connecting steel cylinder section and a lower connecting steel cylinder section. The upper connecting steel cylinder section and the lower connecting steel cylinder section are both located on a middle annular surface between the outer annular surface and the inner annular surface of the lower connecting flange plate. A horizontal annular plate is installed on the bottom surface of the lower connecting steel cylinder section. A prestress exerting component is further arranged in the lower connecting steel cylinder section and a lower concrete tower section. A plurality of radial stiffening plates are arranged on the inner side and the outer side of the lower connecting steel cylinder section. According to the an anchored ribbed type connecting device for prestressed concrete and the steel tower section of the wind power combined tower, due to the fact that prestress is exerted on the concrete, it is guaranteed that the concrete tower section is in the vertically pressed state, and the concrete is prevented from being cracked; in addition, due to the fact that the design of the connecting sections is improved, the connection performance between the connecting sections and the concrete is improved, and the width of cracks of the concrete tower section is effectively controlled.",2014,F03D  11/04
421210508,CN201280063991,Foundation for wind turbine,"The invention relates to a method for stabilizing a wind turbine, in particular for connecting a base section of the wind turbine to the base of the wind turbine, comprising the following steps: carrying out a stabilization measure, comprising preparing at least one section of the surface of a base of the wind turbine for the attachment of drilling means; introducing a multiplicity of holes by means of the drilling means into the prepared surface down to a predetermined depth, preferably as far as to an anchor segment of the base section; introducing a curable compound into the multiplicity of holes; curing the introduced, curable compound in the holes; and consolidating the at least one section of the surface of the plant base. The invention relates in particular to a method for stabilizing a wind turbine, comprising early detection of the need to stabilize the wind turbine by means of measuring the tower movement during the operation of the wind turbine.",2012,E02D  27/42; F03D  13/22; E02D  37/00; E02D  27/00
421226115,CN201420134910U,Offshore green passenger transport system,"The utility model relates to an offshore green passenger transport system which utilizes power generated by offshore wind energy, wave energy and solar energy to drive offshore passenger transport boats. The offshore green passenger transport system is characterized in that a solar power generating device and a wind-driven power generating device are disposed on the deck of a multifunctional power generating platform, a wave energy power generating device is disposed at the bottom of the multifunctional power generating platform, the power generating devices charge marine storage batteries, and the marine storage batteries are hoisted to the electrically-driven boats through cranes. The offshore green passenger transport system has the advantages that the various energy collecting devices are disposed on the multifunctional power generating platform, natural energy is converted into electric energy and stored for being used by the offshore passenger transport boats.",2014,B63H  21/17; B63B  27/10
421231899,CN201420196701U,Vertical-axis offshore wind-water energy storage combined power generation system,"The utility model discloses a vertical-axis offshore wind-water energy storage combined power generation system which comprises a vertical-axis wind turbine, an energy storage ball, a water pump and a water power generation device, wherein the vertical-axis wind turbine comprises a wind wheel, a low-speed shaft, a gearbox and a power generator; the wind wheel is mounted at the top end of the low-speed shaft and positioned above the sea level; the lower end of the low-speed shaft extends into the energy storage ball and is connected with the input shaft of the gearbox; the gearbox is provided with two output shafts; one output shaft is a high-speed shaft connected withthe water pump, and the other output shaft is connected with the power generator; the water pump is arranged in the energy storage ball; seawater in the energy storage ball is pumped out through the water pump; the energy storage ball is built on a seabed below the sea level; the water power generation device is also arranged in the energy storage ball. According to the vertical-axis offshore wind-water energy storage combined power generation system, a power grid can be guaranteed to normally run, the stability of the system is improved, and the energy waste is reduced; the system is a relatively ideal offshore wind-water energy storage combined power generation system.",2014,F03D   3/00; Y02E  10/22; Y02P  80/158; F03B  13/06; F03D   9/00; Y02E  10/74; Y02A  20/18; Y02E  60/17
421248218,DK20060745301T,"VINDSYSTEM, DER OMFATTER YDEDYGTIGE VINGEPROFILER, SAMT PROCES TIL AT PRODUCERE ELEKTRISK ENERGI",NULL,2006,F05B2240/921; B63H   9/069; F03D   5/00; Y02E  10/70; B63H   9/072; F03D   5/06; B63H   9/06
421276626,US201214116078,"Systems for minimizing yaw torque needed to control power output in two-bladed, teetering hinge wind turbines that control power output by yawing","Systems and methods for increasing operational efficiency of wind turbines, especially offshore wind turbines. The invention discloses systems and methods for reducing the torque needed to rotate a rotor shaft axis with respect to the wind direction. Systems and methods for controlling the rotational speed of the rotor shaft axis are also disclosed.",2012,F03D   7/02; F03D   7/0212; F01D   7/00; F03D   7/0204; F03D   7/042; F05B2240/2022; F03D   7/028; F03D   7/04; Y02E  10/721; F03D   1/06; Y02E  10/723; F03D   1/0658; F03D   1/0691; F03D   7/0268
421286941,AU20120350362,A renewal energy power generation system,"Provided is a renewable energy power generation system (10) having a renewable energy power generating apparatus (12) arranged to generate electric power; and a hydrogen power generation module (20) having a separation unit (22) adapted to separate water into hydrogen and oxygen, and a fuel cell unit (28) adapted to receive air or oxygen, and hydrogen from said separation unit or from a hydrogen storage; the fuel cell unit being arranged to produce electric power in the presence of hydrogen and oxygen; wherein the hydrogen power generation module being adapted to receive electric power from the at least one renewable energy power generating apparatus at least prior to production of electric power by the fuel cell unit.",2012,H01M   8/0656; H01M2250/402; H02J   7/35; H02P   9/00; Y02E  70/20; B60L  11/18; F03D   1/00; F03D   5/00; H01M2250/10; Y02T  90/46; F03D   3/00; H01L  31/042; H01M   8/22; H01M2250/20; H02S  10/10; Y02E  70/10; Y02T  90/34; F03D  11/00; H02J   7/00; H02J   7/345; H02J  15/00; Y02T  90/32; B60K   6/32; B60L   8/00; B63H  21/00; B63H2021/003; C25B   1/02; F03D   9/00; H01M   8/04208; B63H  21/17; F17C  11/005; H01M   8/04216; Y02B  90/12; Y02P  20/133; Y02P  90/40; Y02T  90/38; B60K  16/00; F05B2220/61; H02J   7/34; H02N  11/00; Y02B  90/14; Y02T  70/5209; H01M   8/06; H02J   1/10; E02B   9/00; F24J   3/08; H01M   8/18; Y02E  10/725
421288236,EP20130875362,PROPELLER,NULL,2013,Y02E  10/721; F01D   5/14; Y10T  29/49332; F01D   5/141; B63H   1/26; B64C  11/16; B63H   1/265; B64C  11/00
421303513,AU20140200142,Box structures for carrying loads and methods of making the same,"BOX STRUCTURES FOR CARRYING LOADS AND METHODS OF MAKING THE SAME There is provided a box structure (12) for carrying load having upper and lower composite integrated sandwich panels (62). The panels (62) have facesheets (70) sandwiching one or more core portions (66) and adjacent dense packs (80) oriented in an axial direction. The box structure (112) further has a plurality of spars (40). Each spar (40) has a web (112) and web attachments (1214) and has a spar length in the axial direction. The plurality of spars are connected to the panels (62) with the web attachments located at the dense packs (80). The facesheets (70) are configured to carry primarily torsion and pressure loads in shear and no significant axial loads. The dense packs (80) are configured to carry all significant box bending in axial tension and compression loads. 86 70 72 ~82 86 76 85 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _68 ___ ___ _---___ _ ------ _ __ 66 92 ',9",2014,F03D   1/06; B62D  35/00; B64C   3/18; B64C   1/26; B64C   3/185; B64C   3/20; B64C   5/08; B63H   7/02; B64C  27/473; Y02E  10/721
421342665,KR20110001914U,DEVICE OF WINDSURFING RIG FOR BIG SAIL,"? ??? ???? ????? ??? ??? ???(10)??? ???(11)? ???? ??(30)?? ?(31), ???(32), ???(33)? ???? ?(37)? ???? ?(20)? ?? ???? ?? ?(35)? ??(34)? ??? ????? ??? ??(30)? ??? ??? ? ?? ????, ??? ???? ??? ? ??(30)??? ???? ??? ??? ?? ???? ?? ?? ??? ?? ? ?? ? ??(30)? ??? ? ??? ??? ???? ????.",2011,Y02E  10/70; B63B  35/73; B63B  35/79; B63H   8/00; B63H   9/06; B63H   9/067; B63B  32/00
421397984,FR20140000946,STRUCTURE POUR EOLIENNE FLOTTANTE,"Structure d'Èolienne flottante comportant - un rotor portant au moins une pale, - au moins deux bras de support d'une nacelle, lesdits au moins deux bras de support comprenant des parties supÈrieures et infÈrieures, lesdites parties supÈrieures sont associÈes ‡ la nacelle et lesdites parties infÈrieures sont associÈes ‡ des moyens en forme de flotteurs, - au moins un bras de support situÈ en amont du rotor par rapport ‡ la direction du vent, - au moins un bras de support situÈ en aval du rotor par rapport ‡ la direction du vent, caractÈrisÈe en ce que le rotor est muni d'un axe creux agencÈ pour tourner autour de la nacelle.",2014,B63B2001/128; Y02E  10/721; Y02E  10/726; B63B   1/107; F03D   1/0691; F05B2240/93; B63B  21/50; B63B2035/446; F03D  11/04; F03D   1/0608; F03D   1/0666; F03D  13/20; F03D  13/25; Y02E  10/727
421447906,JP20130252079,PARTIAL PITCH WIND TURBINE WITH FLOATING FOUNDATION,"PROBLEM TO BE SOLVED: To provide a configuration of a wind turbine capable of reducing tilting of the wind turbine upon wind speed of high operation.SOLUTION: A rotor hub including more than one wind turbine blade so as to form a rotational body plane is attached rotatably to a nacelle. A floating foundation having an upper section is mounted to a bottom part of a wind turbine tower, and the foundation includes a floating body configured to be installed on the ocean having a water depth of at least approximately 40 m. The wind turbine blades include an inner blade section coupled to an outer blade section by a pitch junction part. A pitch mechanism is coupled to a pitch control system configured to adjust a pitch of the outer blade section relative to the inner blade section upon a wind speed that exceeds a first wind speed at the pitch junction part.",2013,F03D   7/0224; Y02E  10/721; F03D   7/04; F03D  13/22; F03D   9/00; Y02E  10/723; B63B  35/00; B63B  39/14; Y02E  10/727; B63B2035/442; F03D   7/0228; F03D  13/25; F05B2240/93
421457365,DK20080169010T,Reservestr¯mforsyningssystem til offshore-vindm¯ller,NULL,2008,H01B   9/005; Y02B  10/72; F03D  80/00; H02J   3/386; Y02E  10/763; Y02E  10/766; Y10T 307/636; H01B   7/14; H02J   9/08; Y02E  10/725; F03D   9/257; H01B   9/00; H02J  11/00
421457523,DK20110796607T,"OffshoreanlÊg, isÊr vindkraftanlÊg",NULL,2011,E02D  27/42; E02D  27/52; E02B2017/0091; F05B2240/95; F03D  11/04; Y02E  10/727; E02B  17/027; E02B2017/0078; E02D  27/425; F03D  13/22
421458974,ES20130030104,"Procedimiento de instalaciÛn de torre de aerogenerador de tipo off-shore, de cimiento basado en pilas, y equipo para llevar a cabo tal procedimiento","Procedimiento de instalaciÛn de torre off-shore, que comprende: proporcionar fuste de torre, pilas, tirantes, plataforma con medios de sujeciÛn, y medios de flotaciÛn con medios de sujeciÛn; aplicar pilas a plataforma; aplicar fuste a plataforma en posiciÛn de uso; disponer medios de accionamiento y/o frenado entre pilas y plataforma; disponer plataforma entre zona inferior y zona superior; anclar tirantes a pilas y a plataforma; botar medios de flotaciÛn; botar conjunto base (plataforma, fuste, pilas, tirantes); sujetar conjunto base a medios de flotaciÛn mediante medios de sujeciÛn; trasladar conjunto de transporte hasta emplazamiento de torre; actuar medios de accionamiento y/o frenado hasta que pilas se aplican al lecho marino; afianzar pilas en lecho marino; actuar medios de accionamiento y/o frenado hasta que plataforma est· a nivel con zona superior de pilas; montar aerogenerador sobre fuste; desaplicar medios de sujeciÛn y retirar medios de flotaciÛn desde plataforma; y tensar tirantes.",2013,F03D  13/22; F05B2230/60; Y02E  10/727; F03D  13/25; Y02P  70/523; E02D  27/525; F05B2240/95; E02D  27/16; E02D  27/50; F03D  13/40; F05B2230/61; E02D  27/42; E02D  27/425; F03D  13/10
421484742,US201214351679,Process for installing an offshore tower,"Process for installing an offshore tower, comprising: a) manufacturing a foundation comprising a block (1, 1?), manufacturing at least one superposition section of a shaft (7), and manufacturing a base section (25) of a shaft; b) applying said base section to said foundation block (starting unit) to assume the relative position for the installed condition, applying said superposition sections to said starting unit in a multi-layered configuration, and applying lifting means to said foundation block and/or said base section; c) moving said starting unit up to the installation point; d) introducing ballast in said foundation block so that said starting unit sinks until resting on the bottom of the body of water; e) actuating said lifting means to expand said sections into the installed condition; f) between step a) and c), placing said foundation block or starting unit in the body of water of the installation point.",2012,Y02E  10/727; E02B  17/027; E02B  17/08; Y02P  70/523; E02B2017/0039; E02B2017/0082; E02D  27/52; F03D  11/04; F03D  13/20; F03D  13/25; E02B  17/00; E02B  17/025; E02D   5/40; E02D  27/12; E02B  17/0004; E02B  17/02; E02B2017/0091; F05B2240/95; E02B2017/0047; E02B2017/0065; F03D  13/10; F03D   1/00
421489816,US201214349841,Offshore electrical plant installation method and system,"A method for electrically connecting an offshore first electrical plant to a second electrical plant, the offshore first electrical plant being an offshore wind turbine generator, the method comprising providing a transition cable terminated at one end with a first connector part, the transition cable being connected or connectable at the other end to the offshore wind turbine generator above the water surface, and providing a cable terminated at one end with a second connector part and connected or connectable at the other end to the second electrical plant, the second connector part being adapted to mate with the first connector part to form a connector.",2012,H02G   1/10; H01R  13/523; H01R  13/5221; F03D  13/20; H02G   9/02; Y02E  10/727; F03D  11/00; H01R  13/52; H01R  43/26; Y10T  29/49002
421503108,EP20140755984,METHOD OF INSTALLING A FOUNDATION FOR AN OFFSHORE WIND TURBINE AND A TEMPLATE FOR USE HEREIN,NULL,2014,E02B  17/00; E02B2017/0091; E02D   7/00; E02D  27/16; E02D   7/02; E02D  27/52; E02D2220/00; E02D  27/42; E02B2017/0043; E02D  13/04; E02D  17/00; E02B  17/02; E02D  27/12; E02D  27/525; E02D2600/10
421511203,JP20140009190,BOX STRUCTURES FOR CARRYING LOADS AND METHODS OF MAKING THE SAME,"PROBLEM TO BE SOLVED: To provide improved composite bonded box structures for carrying loads, which have upper and lower composite integrated sandwich panels and provide advantages over known structures and methods.SOLUTION: Composite integrated sandwich panels 62 comprises facesheets 70, which have therebetween one or more core portions 66 and adjacent dense packs 80 oriented in an axial direction. The box structure further has a plurality of spars 40a, b, c. Each spar has a web 112 and web attachments 114 and has a spar length in the axial direction. The plurality of spars are connected to the panels 62 with the web attachments located at the dense packs. The facesheets are configured to carry primarily torsion loads and pressure loads in a shear direction and no significant axial loads. The dense packs are configured to carry all significant box bending due to axial tension loads and compression loads.",2014,B29C  70/30; B29D  99/0014; B32B   3/12; B32B   5/18; B32B2260/023; B32B2262/0269; B32B2266/08; B63H   1/26; B64C   1/00; Y02T  50/43; B32B2307/54; B32B2605/18; B32B   5/12; B62D  29/04; B64C   1/12; F03D  11/00; B32B   5/024; B64C   3/20; B32B   5/022; B32B2262/106; B32B   5/28; B32B2260/046; B32B2262/0261; B32B2262/101; B32B2307/542; B32B2307/718; B64C   3/185; F03D  80/00
421549059,CN201410262948,Connecting device of prestress concrete tower section and steel tower section of combination wind power tower,"The invention discloses a connecting device of a prestress concrete tower section and a steel tower section of a combination wind power tower. A steel connecting component comprises an upper end connecting flange, a connecting steel cylinder section, a connecting anchoring flange, two cylindrical anchoring steel plates, a reinforcing connecting steel plate and a steel anchor bolt, and the parts form a whole. Vertical prestress is exerted on the concrete tower section through a prestress exerting component. A prestress steel strand or the prestress anchor bolt is stretched through a post-tensioning method, and then the upper end of the prestress steel strand or the prestress anchor bolt is anchored to the upper surface of the connecting anchoring flange. The reinforcing connecting steel plate and the steel anchor bolt are embedded into concrete. The rigidness of a connecting section is improved through the reinforcing connecting steel plate, so that the top stress of the concrete tower section is evenly distributed. According to the connecting device, the problem that the inner space of a tower cylinder is reduced because the wall of the concrete tower cylinder is thick is solved, and great significance in modifying of unevenness of stress distribution at the connection portion of the combination tower cylinder, effective controlling of the gap width of the concrete tower section and improving of the durability and the anti-fatigue performance of the combination tower cylinder is achieved.",2014,E04H  12/16
421554225,CN201410281696,Method for correcting wind directions of wind data based on azimuth deflection method,"The invention discloses a method for correcting wind directions of wind data based on an azimuth deflection method. The method is characterized in that the original point of a rectangular coordinate system is taken as the center, the monthly wind roses of X year of a long-term weather bench-mark station C of a wind power plant or an air-cooled power plant are entirely deflected by j angle units clockwise one by one, wherein j is equal to 0, 1,..., 15; the deflected wind roses are compared with the monthly wind roses of each year of D year and Yi year, wherein I is equal to 1, 2,..., 10; a difference index corresponding to each deflection angle is calculated, and then the most similar corresponding optimal deflection angle delta of each corresponding wind rose is obtained. The method provides a basis for correcting hourly wind directions of a measured year in an engineering site into the hourly wind directions of a year to be figured out, and can be applied to wind direction correction under the circumstance of long distance between the long-term weather bench-mark stations and engineering sites such as offshore or in-the-sea wind power plants and air-cooled power plants.",2014,G06F  19/00
421580836,CN201420256234U,Foundation structure of offshore wind-power pipe frame,"The utility model discloses a foundation structure of an offshore wind-power pipe frame. The foundation structure comprises three pipes arranged in a triangle shape. The upper portions of the pipes are connected with a triangular support platform, the support platform comprises an upper seal plate, a lower seal plate, side beams, auxiliary beams and main beams, wherein the upper seal plate and the lower seal plate are welded with a main barrel and the pipes, the upper sides and the lower sides of the side beams, the auxiliary beams and the main beams are welded on the upper seal plate and the lower seal plate, the main beams are distributed by 120 degrees, two ends of the main beams are welded with the main barrel and the pipes, the side beams are distributed along sides of the support platform, two ends of the side beams are welded with the upper ends of the pipes, the auxiliary beams are perpendicular to the side beams, and two ends of the auxiliary beams are respectively welded with the main barrel and the side beams. The foundation structure of the offshore wind-power pipe frame has the advantages of simplicity, reasonable stress distribution, light weight, few high dynamic-stress areas, low cost and the like.",2014,E02D  27/52; E02D  27/42
421583040,CN201420187295U,Cross floating type tide hydraulic energy and wind energy combined power generation device,"The utility model provides a cross floating type tide hydraulic energy and wind energy combined power generation device. Energy sources are the basic driving force of the development of the whole world and economic growth, and are the foundation of human survival. The cross floating type tide hydraulic energy and wind energy combined power generation device comprises a main floating body (1). The main floating body is connected with a top cover (2). Four round holes are formed around the positions, equally distancing from the circle center, of the circumference of the top cover. An include angle between every two round holes is 90 degrees. Supporting rods (3) penetrate through the round holes. The four supporting rods are respectively connected with an upper disk (4) and a lower disk (5). The lower disks are located on the lower portion of the top cover. The upper disks are located on the upper portion of the top cover. The centers of the upper disks are connected with screw rods (6). The screw rods penetrate through the center of a cross. The screw rods are connected with nuts (7). The power generation device is used for tide hydraulic energy and wind energy combined power generation.",2014,F03B  13/00; Y02E  10/725; F03B  13/14; Y02E  10/38; F03D   9/00
421613344,BG20130002449U,MARINE MULTI TURBINE WIND ENERGY SYSTEMS,"The marine multi turbine wind energy system is designed for power generation at the expense of the free wind energy. It has wind turbines on pontoon platform. The main advantages of the marine energy system are resulting from lightweight, robust, and automatic self-leveling platform, so that the rotors of wind turbines are always optimally oriented in the wind, that achieves significantly higher electricity production and as a result significantly reduces the cost of generated electricity. The marine energy system includes a main column of foundation (1) fixed to the seabed, wind turbines (2), mounted on the support structure (3), located around the main pillar foundation (1) and attached with wires (4) to it. It is characterized in that the ends of all wires (4 and 5), through the adjusting devices (7) are connected to the main pillar with the seat (1), each adjusting device (7) is connected to a respective output of the automatic managing programmable leveling block (9).",2013,F03D   1/00; Y02E  10/72
421613346,BG20130002610U,WIND ENERGY SYSTEM ON SELF-LEVELING FLOATING PLATFORM,"The wind energy system on self-leveling floating platform is constructed for power generation at the expense of the free wind energy. It has wind turbines on pontoon platform. The main advantages of the marine energy system are resulting from lightweight, robust, and automatic self-leveling platform, so that the rotors of wind turbines are always optimally oriented in the wind, that achieves significantly higher electricity production and as a result significantly reduces the cost of generated electricity. The marine energy system includes a main column of foundation (1) fixed to the seabed, wind turbines (2), mounted on the support structure (3), located around the main pillar foundation (1) and attached with wires (4) to it. It is characterized in that the ends of all wires (4 and 5), through the adjusting devices (7) are connected to the main pillar with the seat (1), each adjusting device (7) is connected to a respective output of the automatic managing programmable leveling block (9).",2013,Y02E  10/72; F03D   1/00
421644426,CN201410089557,Flexible coupler transmitting torque by mooring ropes and engine applying same,"The invention discloses a flexible coupler transmitting torque by mooring ropes, a wind power generator applying the flexible coupler, a dam-free floating type hydraulic power generator applying the flexible coupler or a generator applying the flexible coupler. The flexible coupler has the advantages that transmission of large torque is realized via the mooring ropes, the high-altitude wind power generator like a kite and the dam-free floating type hydraulic power motor are serially connected into a long series similar to a DNA (deoxyribose nucleic acid) spiral structure, high power in a single machine is achieved, and cost for generating power is greatly reduced; the power generating equipment and current delivering cables do not need to be put high in the sky, and only one kite is put into the sky, so that even crash will not cause severe damage.",2014,F03D  11/00; F03D  80/00; F03B  13/00; F16D   3/00; Y02E  10/722
421650021,CN201410214140,Wind measurement data wind speed correction method based on probability distribution transfer,"The invention discloses a wind measurement data wind speed correction method based on probability distribution transfer. The method comprises the steps that firstly, statistical description is carried out on wind speed through a Weibull distribution function; then, the wind speed probability distribution estimated values of an actual measurement year long-time meteorological station, an actual measurement year wind field observation station, a representative year long-time meteorological station and a representative year wind field observation station corresponding to the ith sequence number are respectively calculated; finally, the wind speed is actually measured by the actual measurement year wind field observation station corresponding to the ith sequence number according to hourly wind speed data and the probability distribution estimated values, and the correction wind speed of the representative year wind field observation station corresponding to the ith sequence number is calculated through a probability distribution identical difference value transfer method or a probability distribution identical multiple proportion transfer method. According to the probability distribution transfer method for wind speed correction, the defect that common correlation coefficients in an existing correlation analysis class method are too low and have to be used for correction is overcome, and the method can be suitable for wind speed correction under the conditions that the distance of project sites of an inshore or offshore wind plant and the like and a long-time meteorological bench-mark station is too far or the correlation of the existing method is poor.",2014,G06F  19/00
421657972,CN201280051399,PROCESS FOR INSTALLING AN OFFSHORE TOWER,"Process for installing an offshore tower, comprising: a) manufacturing a foundation comprising a block (1, 1'), manufacturing at least one superposition section of a shaft (7), and manufacturing a base section (25) of a shaft; b) applying said base section to said foundation block (starting unit) to assume the relative position for the installed condition, applying said superposition sections to said starting unit in a multi-layered configuration, and applying lifting means to said foundation block and/or said base section; c) moving said starting unit up to the installation point; d) introducing ballast in said foundation block so that said starting unit sinks until resting on the bottom of the body of water; e) actuating said lifting means to expand said sections into the installed condition; f) between step a) and c), placing said foundation block or starting unit in the body of water of the installation point.",2012,E02B  17/02; E02B  17/027; E02B2017/0047; F03D  13/10; Y02P  70/523; E02B  17/08; Y02E  10/727; E02B2017/0065; F03D  11/04; F03D  13/20; F03D  13/25; E02B  17/025; E02B2017/0082; E02B2017/0091; E02B  17/0004; E02B2017/0039; F05B2240/95; F03D   1/00
421675673,CN201420113570U,Semi-submersible offshore wind turbine generator system integrated transportation and installation all-in-one ship,"The utility model discloses a semi-submersible offshore wind turbine generator system integrated transportation and installation all-in-one ship and an offshore wind turbine generator system integrated transportation and installation method using the ship. The all-in-one ship comprises an upper layer platform and a lower floating body; the upper layer platform is connected with the lower floating body by a telescopic jacking device; a lifting device and a fixing device are arranged on the upper layer platform; a hooping and locking device and a fine adjusting and enclasping device are arranged on the fixing device. The semi-submersible offshore wind turbine generator system integrated transportation and installation all-in-one ship disclosed by the utility model is accurate to install and position, high in stability, convenient to construct, high in speed of shipping, transporting and installing wind turbine generators and low in engineering cost, and influences the surrounding environment a little.",2014,B63B  27/16; B63B  35/00
421681880,CN201420226415U,Ocean current power generation device,"The utility model discloses an ocean current power generation device. The ocean current power generation device comprises a generator and a driving device, wherein the generator is composed of a stator and a rotor, and the driving device is used for driving the rotor to rotate. The driving device comprises a left supporting rod, a right supporting rod, a rotating shaft and more than one blade set, the rotating shaft comprises a middle square shaft and two round shafts at the two ends of the square shaft, the round shafts are arranged on the two supporting rods in a rotating mode respectively, and the round shafts are connected with the rotor of the generator; the blade sets are arranged on the square shaft, and each blade set comprises two blades arranged on the cylindrical part of the rotating shaft; each blade is formed by two rectangular side plates and two triangular transverse plates, wherein an included angle is formed between the two side plates, the long edges of the two side plates coincide, the two transverse plates are arranged at the two ends of the side plates, and the whole blade is in a triangular prism shape with the side face opened; the two blades in one blade set are located on the upper portion and the lower portion of the rotating shaft respectively, and the openings of the two blades are opposite in direction. The ocean current power generation device has the advantages of being capable of being used for ocean current power generation and wind power generation, good in generality, simple in structure and low in cost.",2014,F03B  13/22; Y02E  10/38; Y02E  10/725; F03D   9/00
421681928,CN201420058028U,Inhaul cable jack hoisting installation device of offshore wind power generator unit,"The utility model relates to an inhaul cable jack hoisting installation device of an offshore wind power generator unit. The inhaul cable jack hoisting installation device comprises a fan fixing frame which is fixedly arranged on a fan installation ship. A fan lifting installation device is arranged in the fixing frame. A method comprises the following steps of enabling a top locking device and a bottom locking device to be maintained in a locking state after the fan is arranged on the ship; loosening the top locking device and a stop device and enabling the bottom locking device to be maintained in a locking state after arriving at an installation site; starting a lifting device and pulling the bottom locking device through a steel wire rope; locking the top locking device after an integral fan device to be lifted to a certain height to enable a fan foundation to be aligned to a fan; starting the lifting device and lowering the fan to achieve accurate installation. According to the inhaul cable jack hoisting installation device of the offshore wind power generator unit, the stability of fan installation is good, the construction is convenient, the conveying is safe, the installation speed is high, the influence on the ambient environment is small, the use is safe, and the engineering construction cost is low.",2014,F03D  11/04
421681930,CN201420058079U,Horizontal-assembly integral-turnover vertical installation system of offshore wind power generator unit,"The utility model relates to a horizontal-assembly integral-turnover vertical installation system of an offshore wind power generator unit. The horizontal-assembly integral-turnover vertical installation system is characterized by comprising a hoisting system, a fan, a tower barrel and a supporting platform; the hoisting system is arranged on a dock; the supporting platform is arranged below the dock; the dock is provided with a device which is used for enable the fan tower barrel to be vertical; the vertical device comprises a ballast system and a turnover device; the ballast system is detachably arranged at the bottom of the fan tower barrel; the turnover device is arranged at the edge of the dock. A method comprises the following steps of moving the fan to the edge of the dock after the fan is horizontally assembled; enabling the fan tower barrel to be perpendicular to the dock; enabling the fan tower barrel to be vertical. According to the horizontal-assembly integral-turnover vertical installation system of the offshore wind power generator unit, the fan assembly can be high in speed and safe, the influence of the natural conditions such as wind weather conditions is small, the construction is convenient, the turnover speed is high, the double functions of turnover and a square tower barrel can be achieved, the influence on the ambient environment of the technology is small, the use is safe, and the engineering construction cost is low.",2014,F03D  11/04
421681932,CN201420058249U,Horizontal-assembly integral-turnover vertical device of offshore wind power generator unit,"The utility model relates to a horizontal-assembly integral-turnover vertical device of an offshore wind power generator unit. The horizontal-assembly integral-turnover vertical device comprises a ballast system, a turnover device and a supporting platform; the ballast system is detachably arranged at the bottom of a fan tower barrel; the turnover device is arranged at the edge of a dock; the supporting platform is arranged below the turnover device; the turnover device comprises a turnover supporting plate and a hydraulic oil cylinder; the turnover supporting plate is hinged to the edge of the dock; one end of the hydraulic oil cylinder is hinged to the turnover supporting plate; the other end of the hydraulic oil cylinder is hinged to the dock. According to the horizontal-assembly integral-turnover vertical device of the offshore wind power generator unit, the fan assembly can be high in speed and safe, the influence of the natural conditions such as wind weather conditions is small, the construction is convenient, the turnover speed is high, the double functions of turnover and a square tower barrel can be achieved, the influence on the ambient environment of the technology is small, the use is safe, and the engineering construction cost is low.",2014,F03D  11/04; B66F  19/00
421681934,CN201420252037U,Adjustable wind generating set transmission chain installation platform,"The utility model discloses an adjustable wind generating set transmission chain installation platform which comprises a rectangular base frame. Two gearbox two-side supporting vertical rods are symmetrically arranged on two transverse beams of the rectangular base frame. A gearbox tail supporting vertical rod is arranged on a vertical beam on the side close to the gearbox two-side supporting vertical rods. Two thrust bearing block supporting vertical rods are symmetrically arranged on a middle beam. Two floating bearing block supporting vertical rods are symmetrically arranged on the other vertical beam. Supporting flat plates are arranged at the tops of the seven supporting vertical rods respectively. According to the adjustable wind generating set transmission chain installation platform, the supporting faces of a gearbox and a main shaft system are supported with the seven supporting vertical rods respectively, and the adjustable wind generating set transmission chain installation platform is simple in structure and convenient to install and maintain; due to the fact that the adjustable wind generating set transmission chain installation platform is adjusted in advance, it can be guaranteed that the gearbox and the main shaft system are coaxial, the process that the levelness of the gearbox and the levelness of a main shaft are repeatedly adjusted is omitted, assembling can be rapidly and accurately completed, and the assembling accuracy and the assembling efficiency are greatly improved.",2014,F03D  11/04
421699595,EP20140758292,HYDRAULIC POSITIONER,NULL,2014,F01D   7/00; F15B  15/1466; F15B  15/149; F04D  29/00; B64C  11/385; F03D   7/0224; F15B  15/08; B63H   3/00; B64C  11/40; F03D   7/022; F04D  15/0055; F15B  15/1452; B64C  11/30; B64C  11/42; F15B  15/14; F16H  63/16
421714232,DE201310205030,System und Verfahren zum Transportieren und Pr¸fen eines zur Verwendung bei einer Offshore-Windenergieanlage bestimmten Krans,"System zum Transportieren und Pr¸fen eines zur Verwendung bei einer Offshore-Windenergieanlage (21) bestimmten Krans (14), umfassend einen Kran (14), einen Transportrahmen (15) und ein Fundament (16), mit einem ersten Verbindungsmechanismus (22, 23) zum Herstellen einer lˆsbaren Verbindung zwischen dem Kran (14) und dem Transportrahmen (15) sowie mit einem zweiten Verbindungsmechanismus (19, 29) zum Herstellen einer lˆsbaren Verbindung zwischen dem Transportrahmen (15) und dem Fundament (16), wobei das System f¸r folgende Zust‰nde ausgelegt ist: a. einen Ausgangszustand, in dem der Kran (14), der Transportrahmen (15) und das Fundament (16) separat voneinander vorliegen; b. einen Transportzustand, in dem der Kran (14) mit dem Transportrahmen (15) verbunden ist; und c. einen Pr¸fzustand, in dem der Kran mit dem Transportrahmen (15) verbunden ist und in dem der Transportrahmen (15) mit dem Fundament (16) verbunden ist.",2013,B66C  23/74; F03D  11/04; B66C  23/62; G01M  99/007; B66C  23/365; B66C  23/90; B66C  13/00; B66C  15/00; B66C  23/207
421734989,US201214127502,Cable pull-in with inflatable sealing section,"A cable pull-in system and method for offshore structures (1) of the type having a hollow interior extending from the sea bed to above the surface of the water and an entry hole (2) in the external wall of the structure. The system includes an elongated outer conduit assembly (7) within the interior of which is arranged an elongated cable member (10), the elongated outer conduit assembly being equipped with an inflatable sealing section (4) adapted for engaging the interior of entry hole (2) to seal and affix the outer conduit assembly. The elongated outer conduit assembly is pulled through the entry hole and up to a hangoff point above the water surface such that the inflatable sealing section (4) engages entry hole (2).",2012,F03D  80/85; H02G   1/10; F16L   1/20
421735149,US201313787882,Methods and systems for alleviating loads in off-shore wind turbines,"Control methods and systems of a wind turbine belonging to an off-shore wind park that use, in case of malfunction of the load measuring system, one of the following pitch vectors for the calculation of the individual pitch command of each blade: the pitch vector being applied at the same time in one wind turbine of the wind park where the load measuring system works properly a mean value of the pitch vectors being applied at the same time in a group of wind turbines of the wind park where the load measuring system works properly; the pitch vector resulting from a control law, obtained from historic records of the wind turbine when the load measuring system worked properly, defining the pitch vector as a function of at least the wind speed V, if the former pitch vectors are not available.",2013,F03D   7/0224; F05B2260/845; F03D   7/046; F03D   7/047; F05B2240/95; F05B2260/71; F05B2270/32; Y02E  10/723; F05B2270/1095; F05B2270/329; F05B2270/326; F03D   7/024; F03D   7/04; F05B2240/96; F03D   7/042; F03D   7/048; F03D   7/02; F05B2260/966
421735189,US201414247958,Drag reduction systems having fractal geometry/geometrics,"Airfoil and hydrofoil systems include structures having a surface texture defined by fractal geometries. Raised portions or fractal bumps can be included on the surfaces, forming a surface texture. The surface textures can be defined by two-dimensional fractal shapes, partial two-dimensional fractal shapes, non-contiguous fractal shapes, three-dimensional fractal objects, and partial three-dimensional fractal objects. The surfaces can include indents having fractal geometries. The indents can have varying depths and can be bordered by other indents, or bumps, or smooth portions of the airfoil or hydrofoil structure. The fractal surface textures can reduce vortices inherent from airfoil and hydrofoil structures. The roughness and distribution of the fractal surface textures reduce the vortices, improving laminar flow characteristics and at the same time reducing drag. The systems are passive and do not require applied power.",2014,B64C  21/00; F03D   1/06; Y02E  10/721; B63B   1/34; B64C2230/26; F03D   1/0608; F05B2250/61; F01D   5/145; F01D   5/14; B64C  21/10; Y02T  50/166; Y02T  70/121
421895263,CN201420140493U,Aerodynamic liquid-lifting device utilizing solar energy,"The utility model relates to an aerodynamic liquid-lifting device utilizing solar energy. The device comprises a wind-power tower, a power turbine, an air director, a transmission shaft, a lifting impeller, a transparent cover plate, a heat-absorbing round plate, a trapezoid straight rib, a sealing layer, a heat isolation layer, a housing, air inlet pipes, float bowls, connecting rods, a rigid water pipe and a flexible water pipe, wherein the heat-absorbing round plate at the bottom of the wind-power tower converts the solar energy into high-temperature thermal energy; the thermal energy is delivered to the air in a heating gas chamber below the heat-absorbing round plate through the trapezoid straight rib; the hot air in the heat-gathering area of the heating gas chamber is gathered at the bottom of the wind-power tower and moves upwards so as to push the power turbine in the tower to rotate for generating rotating power after the rectification of the air director; the rotating power drives the lifting impeller in the rigid water pipe below to rotate through the transmission shaft so as to generate vertical upward suction force on seawater in the rigid water pipe. According to the utility model, the lifting driving force of the device on the seawater can automatically adapt to the solar energy input power change, therefore the device is higher in energy utilization efficiency.",2014,F03D  11/00; A01K  61/00; F04D  25/04; F03D   9/00; Y02A  40/81; Y02E  10/72; Y02P  60/64
421933670,ES20060745301T,Sistema eÛlico que comprende perfiles de ala de energÌa y proceso para producir energÌa elÈctrica,"Sistema eÛlico para convertir energÌa, que comprende: - al menos un perfil de ala de energÌa (30) que se adapta para accionarse desde la tierra y est· inmersa en al menos una corriente eÛlica (W); - una plataforma base (1) colocada a nivel del suelo y conectada a travÈs de dos cuerdas (2) a dicho perfil de ala de energÌa (30), dicha plataforma base (1) que se adapta para accionar dicho perfil de ala (30) y para convertir energÌa eÛlica de dicha corriente eÛlica en energÌa mec·nica o elÈctrica, dichas dos cuerdas (2) que se adaptan para transmitir fuerzas desde y hacia dicho perfil de ala (30) y para usarse tanto para verificar una trayectoria de vuelo de dicho perfil de ala (30) como para la transmisiÛn de energÌa - un sistema de transmisiÛn adaptado para guiar cada una de dichas cuerdas (2) hacia dicho perfil de ala (30), dicho sistema de transmisiÛn que comprende: * un primer par de bloques (7a) ensamblados en bloques deslizantes (6a) de dichos mÛdulos de guÌa (6) de dichas cuerdas (2); * un segundo par de bloques (7b) aguas abajo de dichos mÛdulos de guÌa (6) de dichas cuerdas (2) adaptados para mantener horizontal las longitudes de dichas cuerdas (2) incluidas entre dichos segundos bloques (7b) y dichos primeros bloques (7a); y * un tercer par de bloques (7d) adaptados para enviar dichas cuerdas (2) hacia dicho perfil de ala (30); caracterizado porque dicho sistema de transmisiÛn comprende adem·s al menos un par de dispositivos de tensiÛn (18) dispuestos entre al menos un par de mecanismos de atenuaciÛn de carga (17) y dicho tercer par de bloques (7d); y porque dichos terceros bloques (7d) se equipan con una conexiÛn giratoria a dicha plataforma base (1) llevada a cabo a travÈs de al menos un resorte (25).",2006,F03D   5/06; B63H   9/072; F05B2240/921; B63H   9/069; F03D   5/00; B63H   9/06; Y02E  10/70
421939007,US201313840878,Portable wind-powered sailing vessel,"A portable wind-powered sailing vessel includes a plurality of parallel hulls, a plurality of cross-member spars releasably connecting the parallel hulls, a central longitudinal body centrally located between the parallel hulls and releasably connected to the plurality of cross-member spars, a crew seat releasably connected to the central longitudinal body forward of a mast, a kick-up rudder assembly and a foot pedal steering system both releasably connected to the longitudinal body, a rudder releasably connected to the kick-up rudder assembly, and a main sail on the mast, and a jib.",2013,B63B  29/04; B63B  34/20; B63B2029/043; B63H   9/04; B63H  25/38; B63B   7/04; B63B2001/208; B63B   9/06; B63B  15/0083; B63H  25/02; B63B   7/02; B63B2001/123; B63B   1/121; B63H   9/06
421958884,US201414209019,Multi-stage radial flow turbine,A multi-stage radial turbine for usage in energy capture from fluid streams with low to moderate relative speed.,2014,F03D   3/00; F03D   9/30; Y02E  10/223; B60K  16/00; F03D   3/02; F03D   3/005; F03D   9/32; Y02E  10/727; F03B   3/00; F03D   3/0427; F03D   9/00; F03D  13/20; F03D   3/0463; F03D   9/20; F05B2240/93; F03D   1/04; F03D   3/04; F03D   3/0454; Y02E  10/74; F05B2210/16; F05B2240/941
421958932,US201313831951,Mounting arrangement for load compensating device,"A mounting arrangement for a load compensating device is provided. The mounting arrangement includes a cover sheet connected to a housing via a plurality of protrusions. The cover sheet may form a portion of a surface of an airfoil rotor blade. The housing may include a plurality of clamps extending outward from the housing and configured to contact an inner surface of the airfoil rotor blade. By tightening the clamps onto the interior surface, the device is mounted to the blade and the cover sheet may deform to correspond to the airfoil geometry of the airfoil rotor blade. The mounting arrangement may further include a mounting plate configured to permit the housing to float within the aperture formed in the airfoil rotor blade, and a tab arranged on one end of the mounting plate to distribute centrifugal force to the surface of the airfoil rotor blade.",2013,B64C  27/615; F05B2240/90; F03D   1/0675; F03D   7/02; F03D   7/022; F05B2260/301; Y02E  10/723; F03D   7/0232; Y02E  10/721; F05B2240/313; Y02E  10/722; F03D   7/0256
421958970,US201214117479,Connection system for connecting component sections of wind turbine blades,"The present invention relates to a connection system for connecting component sections of wind turbine blades, according to which one or more intermediate parts (2) formed by a complex structure defining end transverse partitions (2.1) and a central transverse partition (2.2), between which there extend columns (2.3) separated by openings (2.4), is arranged between the blade sections (1) to be connected, the openings (2.4) including short bolts or screws (3) that pass directly through the end transverse partitions (2.1) and long bolts or screws (3) that pass inside the columns (2.3), said bolts or screws (3) being screw-coupled to nut-like anchoring parts (4) housed in the material of the blade sections (1).",2012,F16B   5/0084; Y02E  10/721; F03D   1/0675; F05B2240/302; F05B2260/301; F16B   5/00; F03D   1/06
421988304,EP20140763249,FLOATING OFFSHORE WIND POWER GENERATION FACILITY,"There is provided a spar-type floating offshore wind power generation facility that suppresses a reduction in power generation efficiency caused by tilting of a tower, suppresses rotational motion (yaw motion) around a vertical axis, prevents a ship from coming into contact with a mooring cable, and, at the same time, appropriately holds the tilted posture state of the tower. A floating offshore wind power generation facility 1 includes a floating body 2, a mooring cable 3, a tower 4, and a windmill 5 installed at the top of the tower 4, the windmill 5 including a nacelle 6 and a plurality of blades 7. The rotation axis of the windmill 5 has a predetermined upward angle to avoid contact between the blades 7 and the tower 4, and the windmill 5 is of a downwind type in which the blades 7 are attached to the leeward side of the nacelle 6 and installed with the back surfaces of the blades 7 facing windward, and the mooring point of the mooring cable 3 to the floating body 2 is set at a position below the surface of the sea and higher than the center of gravity of the floating body 2.",2014,B63B  39/06; B63B2035/446; F05B2240/95; B63B   5/22; F03D   9/00; F03D   9/25; Y02E  10/725; B63B   5/18; B63B2001/044; B63B2035/442; F03D  13/20; F03D  13/25; B63B  21/50; B63B  35/44; B63B2021/505; E02D  27/425; F05B2240/93; B63B   1/048; B63B  39/00; F03D   1/06; Y02E  10/727; B63B2039/067; F03D  80/70; B63B   5/20; F03D  13/22; Y02E  10/726; B63B  39/005; F03D  13/10; Y02E  10/721
422004525,ES20130030387,Estructura de cimentaciÛn para aerogeneradores en el mar,"Estructura de cimentaciÛn para aerogeneradores en mar; que comprende: - una pieza central (1) de hormigÛn, hueca, conformante de un soporte flotante para una torre met·lica de sustentaciÛn de un aerogenerador (A); - al menos tres flotadores (2) de hormigÛn distribuidos uniformemente alrededor de la pieza central (1); - unas vigas (3) unidas por sus extremos a dicha pieza central (1) y a los correspondientes flotadores (2) mediante unas articulaciones (31, 32) adecuadas para permitir su abatimiento entre una posiciÛn de flotaciÛn y transporte de la estructura, y una posiciÛn inclinada de fondeo de la estructura sobre el fondo marino; y - unos tirantes (4) desmontables fijados a la pieza central (1) y a los respectivos flotadores (2) de hormigÛn, impidiendo en el abatimiento de las vigas (3) durante el transporte de la estructura en flotaciÛn.",2013,F03D  13/25; E02D  27/42; F03D  13/22; Y02E  10/727; E02D  27/52
422118476,CN201410257176,Offshore wind power foundation adopting steel rods for connecting vertical pile and inclined piles,"The invention discloses an offshore wind power foundation adopting steel rods for connecting a vertical pile and inclined piles. The offshore wind power foundation comprises the vertical pile (1), first inclined piles (2), second inclined piles (3), a flange (7) and the steel rods (5), wherein one end of the vertical pile (1) is exposed out of the water surface, the other end of the vertical pile (1) is embedded under the mud surface, the first inclined piles (2) and the second inclined piles (3) are distributed around the vertical pile, the flange (7) is positioned on the top of the vertical pile, the steel rods (5) are used for connecting the vertical pile and the inclined piles, the upper ends of the steel rods are connected with the vertical pile through reinforcing holding hoops (4), and the lower ends of the steel rods are connected with the inclined piles through bases (6). The offshore wind power foundation has the advantages that a method of surrounding and protecting the vertical pile through the plurality of inclined piles is adopted, the capability of the structure for resisting the bending moment and the horizontal force is enhanced, in addition, the connecting mode of the inclined piles and the vertical pile is innovated, the construction difficulty is reduced, and the construction is convenient and fast.",2014,E02D  27/52; E02D  27/12; E02D  27/42
422144709,CN201420058250U,Semi-floating-type offshore wind power generation unit integral transporting and mounting integrated ship,"The utility model relates to a semi-floating-type offshore wind power generation unit integral transporting and mounting integrated ship which comprises a wind power mounting ship. Supporting devices are arranged on the wind power mounting ship, a mounting device is arranged at one end of the wind power mounting ship, each supporting device is a supporting leg with a pile shoe, the mounting device comprises a wind turbine lifting and mounting device which comprises a lifting device fixedly mounted at the top of a wind turbine fixing frame, and the lifting device is connected with a steel wire rope which is connected with a bottom locking device capable of sliding along the fixing frame. After adopting the structure, the semi-floating-type offshore wind power generation unit integral transporting and mounting integrated ship is high in stability, convenient in construction, high in wind turbine shipping, transporting and mounting speed, small in influence on surrounding environment and low in construction cost.",2014,B63B  27/16; B63B  35/00
422144711,CN201420058019U,Mother-child dual-float integrated vessel for overall transportation and installation of offshore wind generating sets,"The utility model relates to a mother-child dual-float integrated vessel for overall transportation and installation of offshore wind generating sets. The mother-child dual-float integrated vessel for overall transportation and installation of offshore wind generating sets is characterized by comprising a mother vessel float and a child vessel float; a mother vessel fixing rack is fixedly connected to the mother vessel float; lifting devices are fixed on the child vessel float; a top fastening and locking device is disposed on the fixing rack. A bearing platform is connected to the upper portion of the lifting device; a rotational fine adjustment and locking device is mounted on the bearing platform and comprises a locking jack and a rotating jack. The lifting devices are lift jacks. The child vessel float and the mother vessel float are combined and separated through a locking device. The vessel with the structure has the advantages that installing stability of turbines is good, construction is facilitated, transporting is secured, installing speed is high, the influence on the surrounding environment is low, the vessel is safe and engineering construction cost is low.",2014,B63B  35/00; Y02E  10/727
422144719,CN201420186933U,Ocean fishing vessel with multiple energy supply forms,"The utility model relates to the technical field of shipbuilding, in particular to an ocean fishing vessel with multiple energy supply forms. The ocean fishing vessel is characterized in that a support for supporting mooring ropes is disposed on a vessel body, at least two cable type wind power modules are disposed on the mooring ropes, each cable type wind power module comprises a steel sleeve, two horizontal shaft type power generators mounted in the steel sleeve, two turbine type impellers respectively connected with the two power generators, a charging-discharging control circuit respectively connected with the two power generators, and a storage battery connected with the charging-discharging control circuit, two parallel mooring ropes, including a main mooring rope and an auxiliary mooring rope, are disposed on the support, and the steel sleeve of each cable type wind power module is respectively connected with the main mooring rope and the auxiliary mooring rope. Compared with the prior art, the ocean fishing vessel has the advantages that various clean energy can be utilized comprehensively, fuel is saved effectively, energy utilization efficiency is increased, and operation cost is lowered.",2014,Y02E  10/28; F03B  13/26; B63B  35/14; F03D   9/00; Y02E  10/725; F03D   9/02
422148511,CN201420245454U,Pre-stress anchor bolt cage of wind power generation tower,"The utility model relates to a pre-stress anchor bolt cage of a wind power generation tower. The pre-stress anchor bolt cage comprises anchor bolts, upper flanges and lower flanges. The anchor bolts sequentially penetrate through anchoring nuts, the lower flanges, positioning nuts, anchor bolt sleeves, adjustment nuts, the upper flanges, T-type flanges at the bottom of the wind power generation tower and locking nuts. The upper flanges are annular steel plates, anchor bolt holes are inverted cone holes, the upper flanges are supported by the adjustment nuts, and the level degrees of the upper flanges are adjusted through the adjustment nuts. The lower flanges are annular steel plates, the weights of the lower flanges are borne by lower flange supporting bolts and supporting nuts, the level degrees of the lower flanges can be adjusted, the lower flanges are fixed through pressing nuts, and the lower flange supporting bolts are supported on base plates. According to the pre-stress anchor bolt cage, the anchor bolts are separated from foundation concrete through the anchor bolt sleeves, pre-tension force is exerted through the anchor bolts, and the concrete is only pressed; the positions and the level degrees of the upper flanges are adjusted through the adjustment nuts; the center areas, the inner edges and the outer edges of the T-type flanges at the bottom and the upper flanges are tightly pressed through the inverted cone holes in the upper flanges, and the inverted cone holes are filled with sealing materials. By means of the pre-stress anchor bolt cage, the connection integrity of a tower body and a foundation is good, the connection rigidity is even, and the connection durability and the connection anti-fatigue performance are improved.",2014,E04H  12/22; E02D  27/42
422162463,CA20142845460,CONTINOUS STRAND HOOP REINFORCEMENT FOR CONCRETE FOUNDATIONS,"A post-tensioned continuous strand hoop reinforcement for concrete foundations is provided. The post-pensioned continuous strand hoop reinforcement compresses the concrete to prevent cracking and significantly reduces foundation deflection and distortion which increases rotational stiffness in anchor caps, spread foundations, and like foundation configurations.",2014,E02D  27/02; E02D  27/42; E04C   5/18; E02D  27/50; F03D  13/20; E02D  27/32; F03D  11/04; E04C   5/08
422231024,JP20140504873,??????????????,NULL,2012,F03C   1/04; Y02E  10/72; F03D   9/17; F03D   9/28; F04B   1/04; F04B   1/047; Y02E  60/15; F04B   1/053; F04B  17/02; F03D  15/20; F03D  11/02; F03D  13/25; Y02P  80/158
422234489,EP20140769220,WEATHER MAINTENANCE SYSTEM FOR AN OFFSHORE WIND TURBINE MAINTENANCE PROGRAM,NULL,2014,E02B  17/0034; B63B  27/32; B63B  27/10; B63C2009/035; B66C  23/207; B63B  23/28; B66C  23/18; F03D  13/20; F03D  13/25; F03D  80/50; B63C   9/06; B66B   9/187; E02B2017/0091
422251517,DK20090778261T,FREMGANGSM≈DE TIL FREMSTILLING AF I DET MINDSTE ET MODUL TIL OFFSHORE-VINDENERGIANL∆G,NULL,2009,B66C  23/185; F03D   1/00; F03D  13/22; Y02E  10/727; Y02P  70/523; F05B2240/95; F03D  13/10; F03D  11/04
422263853,EP20140186383,Ventilation system for a renewable energy power generating apparatus,"A renewable energy power generating apparatus for generating electric power from renewable energy includes a rotational shaft configured to rotate by the renewable energy, a generator configured to generate electric power by rotation of the rotational shaft, a nacelle which accommodates the rotational shaft, a tower configured to support the nacelle, at least one heat source disposed in an interior space of the tower; and a tower ventilation mechanism configured to create ventilation flow in the interior space of the tower so that heat from the at least one heat source is discharged to an outside of the tower. The interior space of the nacelle and the interior space of the tower are isolated from each other so that air is prevented from flowing therebetween. The tower ventilation mechanism includes at least one intake port disposed on an upper part of the tower, at least one discharge port disposed on a lower part of the tower, and a fan configured to forcedly create the ventilation flow, which flows downward in a vertical direction from the intake port to the discharge port.",2014,F03D  80/60; F05B2260/406; Y02E  10/725; F03D  13/25; F05B2240/40; Y02E  10/726; F05B2260/603; F03D   9/25; Y02E  10/727
422270282,AU20130218394,Method of installing a foundation in the sea bed and such foundation,"The invention relates to a seabed foundation (1) for an offshore facility, comprising a primary pressure chamber (7) connected to a primary pump (8) and one or more secondary pressure chambers (9) connected to one or more secondary pumps (10).According to an embodiment of the invention, said primary pump is a suction pump and said secondary pump is a pressure pump. The invention further relates to a method (12) of installing said foundation on the seabed (19), which comprises the steps of activating (14) said primary pump to create negative pressure in the primary pressure chamber (7), so that the foundation sinks into the seabed, and activating (15) said one or more secondary pumps (10) to create positive pressures in the secondary pressure chambers (9), so as to control the alignment of the foundation with respect to a substantially horizontal axis (16) during the sinking into the seabed.",2013,E02B2017/0078; E02D  27/22; E02D  27/525; F05B2240/95; F03D  13/22; B63B  21/27; E02D  27/50; E02D  29/06; E02D  27/10; B63B2021/267; E02D  27/32; E02D  27/42; Y02E  10/727; E02B  17/00; E02D  23/00
422280459,UAA201106470,Yu. milinskyi'S Wind-driven power unit,"A wind-power unit has a mast that is arranged as two tubes installed in vertical positions, connected telescopically with thrust bearing. The lower tube with larger diameter rests in hinged way on base. Its upper section is fixed with braces to anchors. Its rigidity is provided with a system of compressed and stretched rods with formation of a space framework. On the upper tube with smaller diameter, on its top, a two-row bushing connected with spokes to the rim is fixed in horizontal way. Area of the circle of the rim is covered with cowl, in the middle section of that one with a screw a valve is fixed, this is pressed to the cowl with a spring. In the cowl several openings are provided within the boundaries of the area of the valve. On the outer surface of the rim a set of blades is fixed, the ends of those are connected with the outer rim with bended edge as a confuser, with formation of a guide apparatus. In the two-row bushing shaft is fixed in hinged way. On its one console end a two-row bush is fixed, this is connected with spokes to the rim. On the outer surface of the rim a set of blades is fixed, the ends of those are connected with the outer rim with bended edge as a diffuser, with formation of a wind wheel. The other end of the shaft is connected with a gearing to electric generator fixed to the upper tube with a holder. On the upper tube in hinged way with the middle section brake lever is fixed. On its one end friction onlay is fixed, this can be in contact with the rim of the wind wheel, and a stretched spring the other end of which is fixed to the top of the upper tube. The other end of the brake lever is connected with a steel cable that goes through the block that is hinged to the top of the upper tube, through two slot-like openings in the upper and the lower tubes of the mast, through the opening in thrust bearing, and axial hinge and turnbuckle to holder fixed in the lower section of the lower tube of the mast.",2011,Y02E  10/72; F03D   1/02; F03D   1/04
422370379,CN201320886839U,Sea wave energy power generation system,"The utility model relates to a sea wave energy power generation system. The sea wave energy power generation system comprises blades, one-way gears, transmission shafts, generators and a fixing frame, wherein uniformly distributed impellers are provided with the blades fixedly; a gear of an impeller transmission shaft is connected with a gear of each transmission shaft; the transmission shafts are connected with the generators; the impellers and the transmission shafts are fixed to the fixing frame. The gears of the two sets of transmission shafts are provided with the one-way gears in opposite directions, and the transmission shafts in the same direction are connected together and are connected with respective generators. Through optimized design, the impellers with the blades are arranged in seawater and above seawater, when sea waves impact the impellers, the impellers rotate, a bidirectional transmission shaft system can drive the impellers to rotate when the sea waves flow back, the impellers above the seawater can rotate when sea wind blows, and the generated kinetic energy is connected with the generators through the transmission shafts, so that sea wave energy and sea wind energy are fully utilized, and environment-friendly and clean energy is generated.",2013,Y02E  10/38; F03D   9/00; F03B  13/14; Y02E  10/725
422387682,JP20130029811,"OCEANIC STRUCTURE, AND INSTALLATION METHOD FOR THE SAME","PROBLEM TO BE SOLVED: To provide an oceanic structure that keeps costs low by improving workability of installation work for superstructure work, and an installation method for the same.SOLUTION: An oceanic structure includes: a foundation 2 that is provided in such a manner as to partially penetrate the seabed ground; superstructure work 3 that is provided in an upper section of the foundation 2; and an angle adjusting member 4 that is interposed between the foundation 2 and the superstructure work 3 and that can adjust an installation angle of the superstructure work 3 with respect to a vertical direction. The angle adjusting member 4 has two shim plates 20 (20A and 20B) superposed on a concentric shaft. Each of the shim plates 20 is characterized in that one surface is inclined with respect to the other surface.",2013,F03D  11/04; Y02E  10/72; E02B2017/0091; F03D  13/25; E02B  17/0004; E02D  27/32; E02D  27/52
422486862,ES20100768355T,Sistema y procedimiento de mÛdulo de turbina eÛlica flotante de eje vertical,"Sistema de energÌa eÛlica (2), que comprende: un mÛdulo (4) flotante apto para f lotar por lo menos parcialmente en agua; por lo menos un par de turbinas eÛlicas verticales (18) montado en el mÛdulo flotante (4), un sistema de amarre de varios puntos (39) acoplado entre un lecho marino (40) y el mÛdulo flotante (4) que presenta por lo menos dos puntos de amarre (34), presentando cada uno una estacha de amarre (36) en acoplamiento catenario entre el mÛdulo flotante (4) y el lecho marino (40), disponiÈndose las estachas (36) en ubicaciones alrededor del mÛdulo flotante (4) que presenta las turbinas eÛlicas verticales (18) caracterizado por una primera turbina eÛlica (18) del par que presenta una rotaciÛn en el sentido de las agujas del reloj y una segunda turbina eÛlica (18) del par que presenta una rotaciÛn en el sentido contrario al de las agujas del reloj como una disposiciÛn de giro contrario de la primera turbina eÛlica (18), pudiendo la primera turbina eÛlica (18) funcionar a una velocidad distinta a la segunda turbina eÛlica (18) para crear un diferencial del par giroscÛpico en el sistema alrededor de un centro de gravedad del sistema, permitiÈndose a dicho diferencial del par giroscÛpico girar el mÛdulo flotante hacia una nueva orientaciÛn.",2010,F03D  11/04; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   3/00; F03D   3/02; F05B2240/93; Y10T  29/49718; F05B2240/95
422528953,CN201410291454,Wind energy and ocean wave energy integrated generation device,"The invention discloses a wind energy and ocean wave energy integrated generation device. The device comprises two buoys that supply buoyancy, a permanent magnet rotating generator for generating with ocean wind energy, and a permanent magnet linear generator that generates with ocean wave energy; an inner buoy realizes static effect during generation; an outer buoy supplies kinetic energy of the ocean wave energy to the permanent magnet liner generator during generation; the outer buoy is connected with a rotor of the permanent magnet liner generator through an universal connecting shaft and a rigid connecting rod; the permanent magnet linear generator is mounted at the bottom part of the inner buoy; the permanent magnet rotating generator for generating with the ocean wind energy is mounted on the top part of the rigid connecting rod and can radially rotate along the top part of the rigid connecting rod so as to generate under different ocean wind directions. The generation device capable of generating power through ocean wind energy and ocean wave energy is simple in structure and high in efficiency, and can be widely applied to offshore areas and sea areas close to islands.",2014,F03B  13/18; H02K   7/18; Y02E  10/38; F03D  13/25; H02K  35/00; Y02P  70/523; F03D   9/25; Y02E  10/727; F03D   9/00; Y02E  10/725
422554457,CN201420244864U,Stranding device for wind power operation and maintenance ship,"The utility model relates to a stranding device of a ship, in particular to a stranding device for a wind power operation and maintenance ship, and belongs to the technical field of the ship. The stranding device comprises a connecting seat and a supporting seat, wherein the connecting seat comprises two bilaterally symmetrical connecting side plates; upper ends of the two connecting side plates are jointly connected with a ship bottom ventral plate; the supporting seat comprises two arc supporting side plates which are bilaterally symmetrical; lower ends of the two supporting side plates are jointly connected with a supporting seat bottom plate; an interval between the upper ends of the two supporting side plates is smaller than that between the lower ends of the two supporting side plates; and front ends of the two connecting side plates of the connecting seat and the two supporting side plates of the supporting seat are jointly connected with a front end pipe, and the rear ends are jointly connected with a rear end pipe. The stranding device for the wind power operation and maintenance ship can support the safe stranding operation of the wind power operation and maintenance ship on the coastal shoal, and improves the stranding safety.",2014,B63B   3/14
422558354,CN201420230235U,Grouting connection structure used for pile and sleeve for offshore wind power,"The utility model relates to a grouting connection structure used for a pile and a sleeve for offshore wind power. The purpose of the utility model is to provide the grouting connection structure used for the pile and the sleeve for the offshore wind power, which is simple in structure, convenient to construct and relatively low in cost, so as to provide reliable connection between the pile and the sleeve. The technical scheme of the utility model is that the grouting connection structure used for the pile and the sleeve for the offshore wind power comprises a steel pipe pile inserted into a seabed and a sleeve sleeving the steel pipe pile, and is characterized in that a circle of an annular bracket is formed at the periphery of the steel pipe pile, the sleeve sleeves the steel pipe pile and is placed on the annular bracket, a gap remains between the sleeve and the steel pipe pile, a round-ring shaped geotechnical cloth bag is arranged at the bottom of the gap, two grouting interfaces used for grouting inside the geotechnical cloth bag and the gap are respectively formed in the lower end of the sleeve, a high-strength grouting material is filled with both the gap between the sleeve and the steel pipe pile and the geotechnical cloth bag. The grouting connection structure used for the pile and the sleeve for the offshore wind power is suitable for the field of offshore wind power generation.",2014,E02D  27/42; E02D  27/44
422558385,CN201420217954U,Offshore wind turbine large-diameter single-pile foundation with ice-resistant structures,"The utility model relates to an offshore wind turbine large-diameter single-pile foundation with ice-resistant structures. The offshore wind turbine large-diameter single-pile foundation with the ice-resistant structures is simple in structure and relatively low in cost and is used for improving the ice-resistant performance of the offshore wind turbine large-diameter single-pile foundation. According to the technical scheme, the offshore wind turbine large-diameter single-pile foundation with the ice-resistant structures comprises a steel tube large-diameter single pile and is characterized in that the outside of the single pile and the inside of a sea ice active zone are provided with a plurality of the ice-resistant structures which are distributed into an upper ring and a lower ring; the ice-resistant structures are mounted outside the single pile through a flange plate, the outside of the ice-resistant structures is provided with external inclined pipes, and the external inclined pipes of the upper ring of the ice-resistant structures and the lower ring of the ice-resistant structures form an ice-resistant conical structure in contact with sea ice. The offshore wind turbine large-diameter single-pile foundation with the ice-resistant structures is applicable to the offshore wind power generation industry.",2014,E02D  27/52; E02D  31/00
422595803,EP20140779046,FLOATING STRUCTURE,"The floating body structure is a floating body structure that supports an object to be supported so that the object to be supported floats in the sea, including a floating body section connected to a base end portion of the object to be supported, wherein the floating body section has a lid body made of steel, an outer pipe made of steel, and an inner pipe made of steel and provided inside the outer pipe, and the floating body section is hermetically sealed by the lid body in a state where at least a portion of a gap formed between an outer wall surface of the inner pipe and an inner wall surface of the outer pipe is filled with concrete or mortar.",2014,B63B   1/12; B63B  35/38; B63B  43/06; B63B   1/04; B63B   1/10; F03D   9/00; B63B  35/44; B63B2001/128; F05B2240/40; F05B2240/93; F05B2240/95; Y02E  10/725; B63B   5/20; Y02E  10/727; F03D  13/20; F03D  13/25; B63B   1/107; B63B  35/00; B63B2035/446
422691244,CN201310118363,Dual purpose large generating turning wheel unit for wind and wave,"The invention relates to a dual purpose large generating turning wheel unit for wind and wave. The dual purpose large generating turning wheel unit is mainly used for developing and utilizing pure wind energy in nature and water wave energy and wind and wave mixing energy greater than the pure wind energy. The dual purpose large generating turning wheel unit is used for realizing a large or extremely large power generating unit for a single machine. The dual purpose large generating turning wheel unit is technically characterized in that firstly, telescopic blades are designed, so that a blade folding technology is realized, and the problem that an existing fan blade machine is technically restricted and cannot be made into a large machine is solved; secondly, self-telescopic multi-blade turning wheels and an auxiliary blade shrinking device are designed, so that an automatic telescoping function for blades is realized, negative effects are greatly reduced, and the avoiding rate reaches five sixths; thirdly, a surpassing transmission ratchet mechanism is designed, so that the problem that different functions of folding and unfolding are needed when two turning wheel machines work simultaneously or respectively is solved, the transferring of power is guaranteed, and the technical requirements of the large or extremely large power generating unit for the single machine are met; fourthly, a floating platform and an automatic tracking mechanism for wind and wave are additionally designed, so that water floating and automatic wind and wave tracking for the generating running wheel unit are realized. The dual purpose large generating turning wheel unit is used for achieving low-carbon environmental protection and generating more electricity for our country.",2013,F03D   1/06; F03B  13/22; F16D  41/12; Y02E  10/223; Y02E  10/38; F03D   1/02; F03B   3/14; Y02E  10/721
422691286,CN201410316036,Floating type marine anemometer tower structure,"The invention relates to a floating type marine anemometer tower structure. The floating type marine anemometer tower comprises a truss structure, haulage cables, a floating platform, a self-balancing platform, a ball joint, a connecting column, a counter weight, balance slings, an anchor cable and an anchor. The floating platform floats on the water. The self-balancing platform suspends in the water. The upper end of the connecting column is fixed on the lower portion of the ball joint, and the lower end of the connecting column is fixed on the self-balancing platform. The counter weight is arranged in the center of the lower portion of the self-balancing platform. The self-balancing platform is connected with the counter weight through the uniformly distributed balance slings. The anchor is arranged on the lower portion of the counter weight. The anchor is connected with the counter weight through the anchor cable. Buoyancy of the floating platform meets requirement of a whole anemometer tower. Deflection of the floating platform and the self-balancing platform which is arranged on the lower portion of the floating platform is realized through the ball joint. With the floating platform, the whole anemometer tower floats on the water, thus a huge pile foundation and a huge bearing platform are omitted; and the anchor is arranged at the bottom to ensure that the whole anemometer tower does not drift with wind.",2014,F03D   9/00; F03D  80/00; F03D  11/00; Y02E  10/722
422729285,CN201420171452U,Double-fed wind generation set converter topological structure for flexible direct-current electricity transmission system,"The utility model relates to a double-fed wind generation set converter topological structure for a flexible direct-current electricity transmission system, and belongs to the technical field of wind power generation. The topological structure comprises a stator side converter, a machine side converter and a net side DC-DC converter. One end of the stator side converter is connected with a stator of a wind generator, and the other end of the stator side converter is connected with the machine side converter and the net side DC-DC converter respectively. The other end of the machine side converter is connected with a rotor of the wind generator. The other end of the net side DC-DC converter is connected with a high-voltage direct-current bus through a high-voltage direct-current cable, and double-fed wind generation set flexible direct-current electricity transmission grid connection generating is achieved. According to the utility model, the machine side converter is easy and flexible to control, the rated power is small, an extra storage battery does not need to be used as an inversion power supply, meanwhile, a boosting electricity transformer and a box-type substation are not needed, space occupied by the topological structure is small, the cost is low, the consumption is small, and the double-fed wind generation set converter topological structure is especially suitable for offshore wind power.",2014,H02J   1/12
422740472,US201214365807,Renewal energy power generation system,"Provided is a renewable energy power generation system (10) having a renewable energy power generating apparatus (12) arranged to generate electric power; and a hydrogen power generation module (20) having a separation unit (22) adapted to separate water into hydrogen and oxygen, and a fuel cell unit (28) adapted to receive air or oxygen, and hydrogen from said separation unit or from a hydrogen storage; the fuel cell unit being arranged to produce electric power in the presence of hydrogen and oxygen; wherein the hydrogen power generation module being adapted to receive electric power from the at least one renewable energy power generating apparatus at least prior to production of electric power by the fuel cell unit.",2012,Y02P  20/133; Y02T  70/5209; Y02T  90/34; H01M2250/20; H02S  10/10; Y02B  90/14; Y02E  10/725; Y02E  70/20; H01M   8/0656; Y02E  70/10; B63H2021/003; F17C  11/00; H01M   8/04208; H01M   8/06; H02J   7/34; Y02T  90/46; F17C  11/005; H02J   7/345; Y02T  90/32; F05B2220/61; H01M   8/04216; H02J   7/00; Y02B  90/12; Y02P  90/40; B63H  21/00; H01M   8/04082; H01M2250/10; H01M2250/402; Y02T  90/38
422823874,JP20140122310,METHOD FOR CONSTRUCTING FOUNDATION STRUCTURE FOR WIND POWER GENERATION FACILITY,"PROBLEM TO BE SOLVED: To provide a method for constructing a foundation structure for a wind power generation facility which supports a strut extending from a part above the surface of the sea to the vicinity of a sea bottom while supporting the wind power generation facility on the sea, capable of improving the bearing capacity and durability of the foundation structure.SOLUTION: The condition of a sea bottom 200 and the condition of tidal currents near the sea bottom 200 are investigated in advance to examine the number of filter units 50 and the position where filter units 50 are to be installed. Then, piles 12b as a base of the foundation structure are provided so as to be supported by a bearing layer. The filter units 50 are closely contacted with and installed around the piles 12b. A concrete form 12e for a foundation slab part 12a is installed on the upper end parts of the piles 12b. Concrete is placed in the concrete form 12e to form the foundation slab part 12a. A strut 11 is fixed to the upper end of the foundation slab part 12a.",2014,E02B2017/0091; E02D  27/12; F03D  11/04; F05B2240/95; E02B   3/12; F03D  13/22; E02D  27/32; E02D  27/42; Y02E  10/727; E02D  27/52
422828007,JP20130050180,FLOATING BODY OFFSHORE WIND TURBINE GENERATOR FACILITY,"PROBLEM TO BE SOLVED: To provide a spar type floating body offshore wind turbine generator facility in which a reduction of generating efficiency caused by inclination of a tower is restricted, a rotating motion (yawing motion) around a vertical shaft is restricted, further a ship is prevented from being contacted with a mooring rope and at the same time an inclined attitude of the tower can be properly held.SOLUTION: This invention relates to a floating body offshore wind turbine generator facility 1 constituted by a floating body 2, mooring rope 3, tower 4, nacell 6 installed at the top part of the tower 4 and a wind turbine 5 composed of a plurality of blades 7. The wind turbine 5 is of a down-wind type in which its rotation axis is inclined upward by a prescribed angle in order to avoid contact between the blade 7 and the tower 4, the blade 7 is attached to a downstream side of the nacell 6 and the rear surface of the blade 7 is installed while facing upstream side, the mooring point of the mooring rope 3 to the floating body 2 is under sea level and set at a higher position than a center of gravity of the floating body 2.",2013,B63B2035/446; F03D   1/06; F05B2240/95; B63B   1/048; F03D  11/04; F03D   9/00; F03D  80/70; B63B  39/06; B63B2039/067; Y02E  10/727; F03D  13/10; Y02E  10/725; B63B   5/22; B63B  21/50; B63B2035/442; F03D   9/25; B63B  35/44; B63B2001/044; B63B2021/505; E02D  27/425; F05B2240/93; F03D  13/25; B63B   5/18; F03D  13/22; Y02E  10/721; Y02E  10/726; B63B  39/005
422843736,JP20140504872,??????????????,NULL,2012,F03D  13/25; F03C   1/04; F03D  11/02; F04B   1/047; F04B   1/053; F04B  17/02; F03D  80/70; F05B2260/406; F05B2260/506; F03D   9/17; F03D   9/28; Y02E  60/15; F03D  15/20; Y02E  10/72; F04B   1/04; F05B2240/53
422877980,CN201410290326,Fan base with pressure dispersed type arrangement high-strength pre-stressed anchor rods (cables),"The invention relates to a fan base with pressure dispersed type arrangement high-strength pre-stressed anchor rods (cables). The fan base with the pressure dispersed type arrangement high-strength anchor rods (cables) improves the connecting performance of foundation piles and a bearing platform of a bearing platform type fan base. According to the technical scheme, a bearing platform is included, a plurality of foundation piles are arranged at equal intervals at the bottom of the bearing platform along the circumference, the upper portion of the bearing platform is connected with a tower of a wind turbine generator set, the inside of each foundation pile is divided into an upper part and a lower part through a sealing plate, and the part above each sealing plate is a grouting section. Anchoring plates are placed at the positions of different depths of a grouting body in each foundation pile, a plurality of anchoring plates are arranged in each grouting section, and a plurality of sets of high-strength pre-stressed anchor rods or cables are arranged in each grouting section in a dispersed mode. Each set of anchor rod or cable corresponds to one anchoring plate, the lower ends of the anchor rods or cables are fixedly connected with the foundation piles through anchoring plates or grout in the grouting sections, and the upper ends of the anchor rods or cables are anchored on the top of the bearing platform. The high-strength pre-stressed anchor rods or cables are covered with plastic sleeve tubes.",2014,E02D  27/425; E02D  27/50; E02D   5/30; E02D  27/42; E02D  27/12; E02D  27/44
422887447,CN201380008764,Method of installing a foundation in the sea bed and such foundation,"The invention relates to a seabed foundation (1) for an offshore facility, comprising a primary pressure chamber (7) connected to a primary pump (8) and one or more secondary pressure chambers (9) connected to one or more secondary pumps (10).According to an embodiment of the invention, said primary pump is a suction pump and said secondary pump is a pressure pump. The invention further relates to a method (12) of installing said foundation on the seabed (19), which comprises the steps of activating (14) said primary pump to create negative pressure in the primary pressure chamber (7), so that the foundation sinks into the seabed, and activating (15) said one or more secondary pumps (10) to create positive pressures in the secondary pressure chambers (9), so as to control the alignment of the foundation with respect to a substantially horizontal axis (16) during the sinking into the seabed.",2013,B63B2021/267; E02D  27/42; E02D  27/10; F03D  13/22; Y02E  10/727; E02B2017/0078; E02D  27/50; E02B  17/00; E02D  23/00; E02D  27/32; E02D  29/06; B63B  21/27; E02D  27/22; E02D  27/525; F05B2240/95
422907387,CN201420194101U,Overwater four-pile foundation of offshore wind generation set,"The utility model discloses an overwater four-pile foundation of an offshore wind generation set. The overwater four-pile foundation comprises four pipe piles and a supporting platform; a connecting pipe pile is arranged in the center of the upper part of the supporting platform, and pipe inserting heads corresponding to the four pipe piles are arranged at the lower part of the supporting platform. According to the overwater four-pile foundation of the offshore wind generation set, the pipe inserting heads are inserted into the upper ends of the pipe piles after assembling, and concrete is filled in the pipe piles; the pipe piles and the supporting platform and the like are manufactured in a plant, the simple works of piling and welding and the like are carried out on the construction site, thus underwater work is replaced by overwater work, and as a result, the offshore construction cycle is decreased; the pipe inserting heads and the pipe piles are connected by an inserting manner, and therefore, the leveling is easily carried out, and the construction difficulty is lowered down; the overwater four-pile foundation is simple in structure, small in cost, convenient to transport, reduces the transportation cost, and is convenient to dismount after the service life.",2014,E02D  27/42; E02D  27/12; E02D  27/14; E02D  27/52
422924177,TW20121147733,Device utilizing electric energy of wind-power-energy generation to carry out hydrogen/oxygen electrolysis and collection,"The present invention is a device utilizing electric energy of wind-power-energy generation to carry out hydrogen/oxygen electrolysis and collection, which includes a shell body, a wind-power generation module, an electrical storage module, an electrolysis reaction module, and a control module. The shell body is water-tightly disposed therein with a storage space, so that the shell body can float on the sea surface. The wind-power generation module is disposed outside of the top part of the shell body, so as to be able to convert the wind energy in the external environment into a driving electric energy; the electrical storage module, the electrolysis reaction module, and the control module are disposed in the storage space, with the electrical storage module being able to receive and store the driving electric energy; the electrolysis reaction module includes an electrolysis tank and two storage tanks, and the electrolysis tank is provided for the storage of water and able to carry out electrolysis treatment of water, which separately guides the hydrogen and the oxygen generated after the electrolysis of water into each storage tank for storage; the control module is separately electrically connected to the electrical storage module and the electrolysis tank to be able to control the electrical storage module to transmit the saved driving electric energy to the electrolysis tank, so that the electrolysis tank starts to carry out electrolysis of water. Thus, because the device upon floating on the sea surface will head close towards the position having cyclone or typhoon along with the pressure difference and air flow direction, the wind power in the natural environment can be effectively utilized to carry out electrolysis of water and save the collected hydrogen and oxygen for use as the fuel of an internal combustion engine.",2012,C25B   1/04; Y02E  60/366; F03D   9/02; Y02P  20/133; Y02E  10/72
422927397,TW20132127080,A wind turbine system,"A wind turbine system includes a tower, a nacelle which is supported on the tower (10), a plurality of blades (40-42) which are rotatably supported to the nacelle (20) via a hub (30), and a generator (22) which generates electricity by rotating the blades (40-42), wherein in case the tower (10) shifts from vertical direction, the wind turbine system is controlled so that a force with an opposite direction to the tower (10) shifting direction is added by wind.",2013,F03D   7/024; F05B2240/93; Y02E  10/721; F03D   1/00; F03D   7/00; F03D   7/0224; F05B2240/95; F03D   7/0204; F03D   7/02; Y02E  10/723
422931780,ES20100163936T,CimentaciÛn flotante con arriostramiento mejorado,"CimentaciÛn flotante (2) para instalaciones eÛlicas con base en el mar con - una estructura portante flotante (7) bajo la superficie del mar que presenta flotadores (12, 13, 14) en posiciones radialmente exteriores y varios puntos de empalme (20-25) mutuamente separados horizontalmente, estando previstos puntos de empalme (20-25) tanto junto a los flotadores (12, 13, 14), como frente a los flotadores (12, 13, 5 14) en posiciones de la estructura portante flotante (7) situadas radialmente m·s interiormente, - varios elementos de anclaje (9, 10, 11), que est·n dispuestos de manera estacionaria y mutuamente separados, al menos, horizontalmente, - dos respectivos medios de arriostramiento (29, 30; 31, 32; 33, 34) entre un elemento de anclaje (9, 10, 11) y dos puntos de empalme (23, 24, 25) dispuestos frente a los flotadores (12, 13, 14) en posiciones de la estructura portante flotante (7) situadas radialmente m·s interiormente, pasando los dos medios de arriostramiento (29, 30; 31, 32; 33, 34) al lado del eje central (19) formado por el centro y la torre de la instalaciÛn eÛlica que se alza desde Èste y hall·ndose dicho eje central (19) entre los dos medios de arriostramiento (29, 30; 31, 32; 33, 34), y - al menos, unos respectivos unos medios de arriostramiento, orientado verticalmente (26, 27, 28) entre un elemento de anclaje (9, 10, 11) y un punto de empalme (20, 21, 22) situado junto a un flotador (12, 13, 14), de manera que la construcciÛn tambiÈn est· asegurada contra giro o contra oscilaciones torsionales alrededor de un eje de giro vertical.",2010,B63B  21/50; B63B2035/446; B63B  35/44; F05B2240/93; B63B  21/29; Y02E  10/727; B63B  21/502; F03D  13/25
422938602,US201414261647,Device and method for wind loss prevention,"A loss prevention device, method and system for a structure subject to aerodynamic lift upon exposure to a wind event is disclosed having at least one tensioner coupled to the structure, at least one anchor attached to a fixed surface, and at least one barrier semipermeable to airflow connected between the at least one anchor and the at least one tensioner and exposed to said wind event. A fraction of a wind energy of said wind event is divided between the structure and the barrier, such that a lift force induced in the structure by the wind energy is at least partially counteracted by a strain induced in the barrier by the wind energy.",2014,Y02A  50/14; E04H  15/62; E04H  15/02; E04B   7/00; E04D  13/00; E04H   9/14
422956463,EP20140784605,FLUID TRANSPORT SYSTEM WITH AN AUTOMATICALLY RELEASABLE COUPLING AND USE THEREOF,NULL,2014,F05B2240/95; B63B  27/24; F03D  80/70; F16L  55/1015; F03D  80/50; B63B  27/30; F05B2260/98; F16L  37/28
422965372,KR20120150104,WIND TURBINE,"In the present invention, disclosed is a wind power generator whose wind load applied to a tower is reduced. The present invention comprises a tower part which is installed on the ground or on the surface of the sea; a wind load reducing part which is placed on the upper end of the tower part and has an opening part which air passes through; and a nacelle part which has a blade rotated by wind. According to the wind power generator, the wind load to the tower can be reduced by having the opening part on the upper end of the tower for air to pass through.",2012,F03D  13/20; Y02E  10/727; F03D  80/85; F05B2240/912; Y02E  10/70; F03D   5/00; Y02E  10/72; F03D   1/00; F03D  11/00
422966022,KR20120150797,Mooring system of maring floating structures,"The present invention relates to a mooring device for a marine floating structure and, more specifically, to a mooring device for a marine floating structure capable of stably and efficiently maintaining the marine floating structure using a central mooring rope and a lateral mooring rope in a marine environment, namely both a rough marine environment and a gentle marine environment. To achieve the purpose, the present invention is characterized by including a buoyant body and a main mooring rope which is connected to the body and fixated to the sea bottom.",2012,F03D  11/04; B63B  35/00; B63B  21/50; Y02E  10/726
422971522,KR20147007184,FLOATING TYPE SHIPPING METHOD FOR SEA WIND GENERATOR,"? ??? ??? ???????? ??? ????? ?? ???, ?? ???? ??? ?????? ????, ??????? ???? ?????? ?? ????, ?? ??????? ?? ?????? ???? ????, ?? ?????? ?? ?????? ????? ?????, ??? ?????? ??, ??, ????? ????? ????, ?????? ????? ????. ? ??? ???, ?????? ???? ??? ? ???, ???? ????, ?? ? ?? ???? ???, ?? ???? ? ??? ?? ??????? ??? ????? ??? ??? ???? ?? ? ??. ??, ?????, ?????? ??, ?? ? ????? ???? ???? ?? ??? ??? ? ????, ?? ?????? ? ??? ??? ????? ? ???, ? ??? ?? ?? ??? ????? ????? ???? ? ??.",2013,F03D  11/04; Y02P  70/523; B63B  35/00; E02B2017/0047; F03D  13/40; B63B  35/003; E02B  17/02; E02B2017/0091; F05B2240/95; F03D  13/20; F03D  13/25; F05B2230/6102; Y02E  10/727; F03D  13/22
422972425,KR20120153312,"Wind, hydro and tidal power turbine to improve the efficiency of the device","The present invention relates to a turbine generating system to generate power by using energy including tidal electric power generation which generates electricity by converting energy generated by wind power generation using wind, hydroelectric power using the flow of water, the difference of oceanic tides to mechanical energy. More specifically, provided is an apparatus of improving efficiency of wind power,hydroelectric power, and tidal power generation turbine to significantly improve the efficiency of the turbine with rotational acceleration force in addition to providing a wind direction which is continuously accelerated to a blade, by preventing a head wind, resistance and air pressure, and a three-dimensional whirlpool phenomenon.",2012,Y02E  10/74; F03B  13/264; F03B   3/00; F03D   3/04; F03D   3/0463; F03D   3/061; Y02E  10/28; F03B  13/26; F05B2220/32; Y02B  10/30; F03D   3/005; Y02E  10/223
422974858,KR20120153646,CONVEYING SHIP FOR OFFSHORE STRUCTURE,"The present invention relates to a ship for carrying a maritime structure (10) having a height relatively longer than a width, comprising a frame (100) installed on top of a deck to support the standing maritime structure (10); a central coupling unit (200) installed to couple the central portion of the maritime structure (10) with the frame (100); and a bottom coupling unit (300) installed to couple the bottom of the maritime structure (10) to a deck. Easy work can be conducted, quality control through detailed construction is possible, and construction time can be reduced.",2012,B63B   9/06; Y02E  10/727; B63B  35/00; F03D  11/00; F05B2240/95
422988012,KR20130153088,Partial pitch wind turbine with floating foundation,"The present invention relates to a wind turbine with a wind turbine tower having a nacelle on the top thereof, wherein the nacelle has a rotatable rotor hub mounted thereon and having at least one wind turbine blade forming a rotor plane. A floating foundation with an upper section is installed on the bottom of the wind turbine, and has a buoyant body to be installed on the sea of which the depth is about 40 m or more. The wind turbine blade includes an outer blade section, an inner blade section, and a pitch joint coupled the inner blade section to the outer blade section. In the pitch joint, a pitch mechanism for the wind turbine blade is coupled to a pitch control system to control the pitch of the outer blade section with respect to the inner blade section at a wind velocity higher than a first wind velocity, thereby using pitching to prevent the tilting of the wind turbine, wherein the wind turbine is tilted when the structure of the wind turbine is applied with different thrusts. The blade sections provides a more constant thrust acting on the rotor hub, wherein the constant thrust allows large negative damping loads and stresses generated in the wind turbine to be eliminated in sequence, thereby performing a more linear control on a moment generated in the structure of the wind turbine.",2013,B63B  35/00; Y02E  10/721; F03D   1/06; F03D   7/04; F05B2240/93; F03D  13/22; Y02E  10/727; B63B2035/442; F03D   7/0228; F03D  13/25; F03D   7/0224; F03D  11/04; Y02E  10/723
422988736,KR20130004758,A AERIAL WIND POWER GENERATING SYSTEM,"The purpose of the present invention is to provide an aerial wind power generation apparatus having a generator and a floating main body, wherein the generator generating electricity in air is capable of maximizing generation efficiency by receiving a wind force as much as possible, and the floating main body can be controlled to take a horizontal posture always so that an impeller can face the direction of the wind force even if the posture of the floating main body varies. The aerial wind power generation apparatus according to the present invention comprises: the pillar-shaped floating main body filled with floating gas, and having a diameter which becomes smaller gradually and longitudinally toward the rear of the floating main body; multiple wind collecting tunnels longitudinally installed on the outer surface of the floating main body, made from a flexible material, forming tunnels through which wind blows, and arranged along the perimeter of the floating main body; a generation tunnel forming part coupled to the rear of the floating main body, and through which the collected wind blowing through the wind collecting tunnels blows; and the generator installed in the generation tunnel forming part, and generating the electricity when the impeller is rotated by receiving the collected wind force, wherein the tunnels are formed when the wind collecting tunnels are spread by receiving the wind force from the wind blowing toward the front of the floating main body.",2013,F03D  11/00; F03D   1/04; F05B2240/921; F03D   5/00; F03D   9/00; Y02E  10/70; Y02E  10/72; Y02E  10/725; F03D  13/20
422994500,KR20130018088,FOLOATING-TYPE WIND POWER GENERATOR,"The present invention relates to a floating type wind power generator. According to the present invention, the floating type wind power generator with a vertical posture control function comprises: blades; a nacelle having the blades; a tower having the nacelle vertically installed thereon; a floating body installed on the lower side of the tower; a mooring rope fixing the floating body to the seabed; and a rotating unit rotating the blades according to wind directions, wherein the floating body internally has a liquid damping apparatus which controls the vertical posture of the tower by being interlocked with the rotating unit.",2013,Y02E  10/72; B63B  43/04; F03D  13/22; Y02E  10/727; F05B2240/93; F03D  11/00; B63B  22/18; F03D  11/04; F05B2240/95
422995676,KR20130108000,FOUNDATION STRUCTURE INSTALLING SHIP FOR SEA WIND POWER GENERATOR,"The present invention relates to a work vessel for installing a foundation structure of a maritime wind power generator. Provided in the present invention is a work vessel for installing a foundation structure of a maritime wind power generator, including: a ship hull; and a structure installation unit which is prepared on the ship hull, is loaded with at least one foundation structure, and slides the loaded foundation structure to install the structure on the sea.",2013,B63B   9/06; E02D  27/52; B63B  35/00; F03D  11/00; F05B2240/95; Y02E  10/727; F05B2230/50
422996403,KR20130050286,GUIDE FOR CONSTRUCTION AND LOWER STRUCTURE OFFSHORE WIND ENERGY TURBINE PLANT CONSTRUCTING METHOD OF THE SAME,"The present invention relates to a construction guide which guides construction of the lower structure of a wind power generation apparatus. The construction guide comprises a monopile in which a wind power generating structure is installed in the upper part, and which has a lower part is fixed and embedded into a sea bed; a plurality of plates which are installed to be spaced apart from the outer periphery of monopile and are embedded into the sea bed; a plurality of expanded reinforcing units which are welded to the upper ends of the plates and the outer periphery of the monopile and are installed to be in contact with the sea bed; and a plurality of bracings which are arranged and connected to be inclined between the outer periphery of the monopile and the upper ends of the expanded reinforcing units. The construction guide comprises a rail unit which allows plates to be inserted into the inner surface; and a plurality of guide members which include an inner surface having the same curvature as that of the outer periphery of monopile, wherein the guide members are formed movably to enable the control of the inner diameter of the construction guide according to the outer diameter of the lower structure of the wind power generating apparatus.",2013,E02D  27/52; E04H  12/00; F03D  13/22; F03D  11/00; F03D  11/04; F05B2240/95; Y02E  10/727
422996701,KR20130038703,A MOVABLE FLOATING WATER POWER GENERATION EQUIPMENT,"The present invention relates to a water power generating apparatus which is installed in normal rivers, dam discharging rivers, and the like and obtains power conveniently by using the flow of water to generate electricity, more particularly, to a movable floating water power generating apparatus which allows a floating means that floats on rivers with buoyancy such as a ship to be installed movably, induces the flow of water under the floating means, and includes a water wheel to be rotated by the water power of flow speed, thereby facilitating the generation of electricity.",2013,F03B  17/065; F03D   7/00; F03B  13/00; F05B2220/20; F03D   3/067; F03D  11/00; Y02B  10/50; Y02E  10/28; F05B2220/602; Y02E  10/74
422996873,KR20130028221,FIRE EXTINGUISHING SYSTEM AND METHOD OF SEA STRUCTURE,"Disclosed are a fire extinguishing system and a fire extinguishing method of a floating structure. According to an embodiment of the present invention, the fire extinguishing system of a floating structure comprises: fire sensors and sprinklers installed to detect and suppress fires, wherein the fire sensors and sprinklers are installed in the respective modules of electric power equipment installed in the floating structure and spatially separated to be modulated; a fire detecting part detecting fire outbreaks and fire outbreak locations by comparing detection signals input from the fire sensors with predetermined reference signals; a seawater supplying part storing seawater after pumping up the seawater using a pump, and supplying the seawater to the fire outbreak locations through a fire extinguishing pipe when the fires break out; a power interrupting part recognizing the information of the fire outbreaks and the fire outbreak locations, and stopping the operation of the electric power equipment by interrupting power supply to the electric power equipment installed in the modules in which the fires break out; and a control part spraying the seawater, which is supplied from the seawater supplying part, by opening the sprinkles installed in the modules in which the fires break out.",2013,A62C  37/08; A62C  35/00; F03D  11/00; F03D  17/00
422998398,KR20130044649,UPPER MULTI-SUCTION BUCKET GROUP PILE FOR INCREASING LATERAL RESISTANCE,"The present invention relates to a suction pile base for the base of a structure to be built on the sea and, especially, to a suction pile base for enhancing bearing power in the transversal direction which is modified to reinforce bearing power with respect to a load in the transversal direction such as sea breeze. According to the present invention, provided is an upper multi-suction pile base for enhancing bearing power in the transversal direction, being composed of a center suction pile which has a hollow internal structure whose upper end part is sealed and lower end part is opened and comprises a first draining hole in connection with a first suction pump on the upper end part, wherein, when the center suction pile operates the first suction pump in the state of being arranged in water, water is sucked through the first draining hole from the inside of a hollow part, suction pressure is generated, and thus the center suction pile is interpenetrated into the ocean floor; and a plurality of peripheral suction piles which has hollow internal structures whose upper end parts are sealed and lower end parts are opened and comprises second draining holes in connection with second suction pumps on the upper end parts, wherein, when the peripheral suction piles operate the second suction pumps in the state of being arranged in water, water is sucked through the second draining holes from the inside of hollow parts, suction pressure is generated, and thus the peripheral suction piles are interpenetrated into the ocean floor. The upper end parts of the peripheral suction piles are horizontal to the center suction pile, and vertical lengths of the peripheral suction piles are shorter than that of the center suction pile such that the peripheral suction piles are closely combined with the circumference of the center suction pile at the constant distance apart. Therefore, the upper cross section of the suction pile base is increased.",2013,F03D  13/22; E02B2017/0078; E02D   7/20; E02D  27/52; E02D2200/1685; E02D  27/14
423043143,ES20100734270T,"Barco de tipo catamar·n ˙til para el ensamblaje, el transporte y el depÛsito en el fondo del mar de un aerogenerador marÌtimo","Barco de tipo catamar·n (110) ˙til para el ensamblaje, el transporte y el depÛsito en el fondo del mar (20) de aerogeneradores marÌtimos (1), que comprende por lo menos: - una base (4) destinada a reposar o a ser anclada en el fondo del mar, - un poste (3) que puede estar soportado por dicha base, estando preferentemente el extremo inferior encastrado en dicha base (4), y - un motor de viento (2) que puede equipar dicho poste (3) en su vÈrtice, - comprendiendo dicho barco dos flotadores laterales (111a-111b) cuyos ejes longitudinales en la direcciÛn longitudinal (XX') est·n dispuestos paralelamente, estando dichos flotadores laterales (111a-111b) unidos entre sÌ por una estructura transversal de uniÛn (111c), preferentemente un flotador transversal delantero que se extiende en una direcciÛn (YY') perpendicular a dicha direcciÛn longitudinal (XX'), que re˙ne entre ellos por uno de sus extremos (108) los dos flotadores laterales de manera que constituyen una estructura flotante en forma de U, y - siendo el espacio abierto (105) entre las dos ramas de la U constituidas por los dos flotadores laterales, apto para recibir dicha base, preferentemente de por lo menos 20 m de anchura, estando dichos flotadores equipados con medios de prensiÛn (115a-115b, 120-121, 116a-116b, 118-119) aptos para realizar la prensiÛn de dicha base (4) entre dichos dos flotadores laterales, comprendiendo dichos flotadores laterales unos compartimentos estancos aptos para ser lastrados y deslastrados, preferentemente con agua de mar, caracterizado por que dichos medios de prensiÛn son aptos para realizar una prensiÛn de dicha base en por lo menos dos niveles de prensiÛn diferentes siguientes: - un nivel superior de prensiÛn en el que es posible realizar la prensiÛn de dicha base cuando el fondo (4-5) de dicha base est· por encima del fondo (106) de dichos flotadores laterales, estando preferentemente el fondo (4-5) de la base por encima del nivel del agua (30), y por que dichos flotadores laterales est·n por lo menos parcialmente deslastrados, y - un nivel inferior de prensiÛn y de enclavamiento en el que el fondo (4-5) de la base est· situado por debajo del fondo (106) de dichos flotadores laterales, comprendiendo dichos medios de prensiÛn de la base en dicho nivel inferior unos medios de enclavamiento de la base aptos para realizar una uniÛn rÌgida entre dichos flotadores laterales y dicha base.",2010,F03D   1/00; F03D  13/25; B63B  35/003; Y02E  10/727; B63B  75/00; B63B   9/06; F05B2240/932; B63B  35/00; F03D  13/10; F03D  13/40; F05B2240/95
423066650,KR20130101864,SEA PILE APPROACH METHOD AND SYSTEM OF WIND TURBINE INSTALLATION VESSEL,"The disclosed technology relates to a sea pile approach method and a sea pile approach system of a marine wind turbine installation vessel. A sea pile approach method of a vessel to install a wind turbine on the sea includes the steps of: moving the vessel in accordance to a coordinate of a sea pile estate where a plurality of preinstalled sea piles are located; identifying a location of a first sea pile of a plurality of sea piles in a control room of the vessel and anchoring the vessel at a point spaced apart from the first sea pile by a reference distance; photographing an installation hole of the vessel using at least one camera disposed on a wind turbine installation platform of the vessel while the vessel approaches the first sea pile; and controlling a motion of the vessel such that the first sea pile is properly located in the installation hole of the vessel in accordance to an image transmitted from at least one camera. Accordingly, the present invention provides an effect of improving an installation work efficiency for a marine wind turbine by safely and accurately performing an installation operation when a vessel approaches a sea pile.",2013,B63B  35/44; F05B2230/6102; Y02E  10/727; F03D  13/10; Y02B  10/30; F05B2230/50; B63B  21/00; F05B2240/95; E02D  27/52; F03D  13/22; Y02P  70/523; B63B  21/50; B63B  35/00
423066890,KR20130079484,"UNDERWATER SUPPORTING STRUCTURE FOR WIND TURBINE TOWER, AND CONSTRUCTING METHOD THEREOF","The present invention relates to a gravitation type underwater supporting structure for a marine structure of combination of a heavy structure and multi-pile type mid pillars, and a building method thereof. The building method for the underwater supporting structure to support a marine structure from the bottom is to manufacture a weight structure with heavy weight and a multi-pile type mid pillars having a plurality of piles separately, transfer the heavy structure and the multi-pile type mid pillars to the sea separately, and integrally assemble the multi-pile type mild pillars and the weight structure with heavy weight on a building spot. Therefore, the gravitation type underwater supporting structure for a marine structure, with a coupling structure of the weight structure and the multi-pile type mid pillars can overcome a problem and limit caused by maritime transport of a large integrated underwater supporting structure.",2013,E02D  27/52; F03D  11/04; F03D  13/20; Y02E  10/70; Y02B  10/30; E02D  27/00; F05B2240/97; Y02P  70/523
423068098,KR20140007521,FLOATING WIND POWER GENEPATOR,"The present invention relates to a float-type wind power generator that is installed on the inner wall of a cylindrical water container with a proper water level constantly maintained, and is rotated by blades moved by wind and turbine blades moved by bubbles of a diffuser, which are produced under water, and the flow of a water current, thereby generating the electricity, in which the produced energy can be recycled. The wind power generator includes a cylindrical water container installed and fixed to a ground or a field, in which the level of water filled in the water container is constantly maintained; a floating drum of a ring shape positioned in the water container and rotated by bubbles produced under water, a water current and wind in a state in which the drum is floated by the water filled in the water container; and a generator for the electricity when the floating drum is rotated, with an upper end that has a driving gear provided on the upper end of the floating drum, and a lower end, which is provided with a generator gear meshed with the driving gear.",2014,F03B  17/02; F03G   7/00; F05B2240/93; F05B2260/4031; Y02E  10/28; Y02E  10/72; F03B  17/06; Y02E  10/70; F03D   9/00; F03D   9/008; F03D  80/50; Y02E  10/20
423069138,KR20130093894,OFFSHORE WIND POWER GENERATION STRUCTURE PROTECTIVE DEVICE USING AIR DAM,An apparatus for protecting offshore wind power generation structure which protects a support pile for supporting an offshore wind power generation nacelle comprises an air dam (10) which is formed at an outer periphery of the support pile and can be expanded and contracted in a radial direction; air supply means (20) which receives an air supply signal (S1) from a control unit (40) and supplies the air to the air dam (10) to be expanded; the control unit (40) which receives a command from an access monitoring apparatus (50) to apply the air supply signal (S1) to the air supply means (20); and the access monitoring apparatus (50) which monitors a foreign object approaching the support pile and transmits the command for applying the air supply signal (S1) to the air supply means (20) to the control unit (40).,2013,F03D  11/04; Y02E  10/723; F03D   7/00; F05B2240/95; B63B  35/00; F03D  11/00; F03D  13/22; Y02E  10/727
423069182,KR20130080733,SUPPORTING STRUCTURE FOR WIND TURBINE TOWER WITH ASYMMETRIC FLOATING BODY,"The present invention relates to a floating support structure having a marine structure such as a pillar-type wind power tower installed on an upper end, wherein the pillar-type wind power tower is floated in the sea and has a wind power turbine mounted on the upper end thereof. In particular, the present invention comprises a structure supporting the marine structure, which is floated on the sea by the floating object, and relates to the floating support structure for installing the marine structure using an asymmetric floating object to significantly improve the stability of a conduction phenomenon due to wind, by being configured to have the asymmetric floating object on which the size of the floating object located on a rear part is greater than the floating object located in a front part of the direction in which the wind blows.",2013,F03D  11/00; B63B  35/00; Y02E  10/727; F03D  13/22; F05B2230/50; F03D   9/00; Y02E  10/72; F05B2240/95
423069826,KR20130104282,APPARATUS TO INSTALL BLADE OF WIND GENERATION,"Disclosed in the present invention is an apparatus to install wind power generator blades used to install wind power generator blades installed at sea. According to the present invention, the apparatus to install wind power generator blades includes: a tower guide moving member installed on a tower to move up and down by an elevation instrument; a main rail installed on a ship; a rail car moving along the main rail; a support frame hinged to the rail car on one end, while being hinged to the tower guide moving member on the other end; and a plurality of blade fixating units arranged on the support frame to fixate the blades.",2013,B66B   9/193; F03D  11/00; E04G   3/26; B61B  13/00; F05B2230/60; F03D  13/10
423088803,KR20130018824,Apparatus and method for measuring leg mounted on wind turbine installation vessel,"The present invention relates to a leg installation managing device for a marine wind power installation vessel and, more specifically, to a leg installation managing device including a measurement unit measuring legs; a determination unit determining the loaded condition of the legs based on the result of the measurement; an adjustment unit adjusting the position of the legs based on the result of the determination by the determination unit; and a control unit controlling the measurement unit, the determination unit, and the adjustment unit. The determination unit determines the straightness of an upper leg mounted outside of a jack case among the legs, the straightness of a lower leg mounted inside the jack case, and the distance between the upper part of the lower leg and the lower part of the upper leg, and a separated direction thereof.",2013,B63B   9/06; B63B  73/00; Y02E  10/727; G01B  11/00; B63B  35/00; B63B2035/446
423092710,KR20130021557,Manufacturing method for the offshore wind turbine structure,"The present invention relates to a manufacturing method for an offshore wind power structure. More specifically, the manufacturing method for an offshore wind power structure minimizes offshore operations and simplifies preparation processes in manufacturing precast segments configuring a concrete tower which is a material with high strength and high durability to enhance workability.",2013,E02B2017/0073; E02B  17/02; E02B  17/00; E02D  27/12; E02B2017/0091; E02D  27/425; E02D  27/525; E04H  12/16; E02B2017/0043; F03D  11/04; Y02P  70/523
423092713,KR20130021558,MANUFACTURING METHOD FOR THE OFFSHORE WIND TURBINE STRUCTURE,"The present invention relates to a manufacturing method for an off-shore wind farm structure. More specifically, in manufacturing a pre-cast segment for a high-strength concrete tower which is a highly durable material, the manufacturing method includes the steps of manufacturing multiple segments continuously by using a continuous extrusion method to form an entire tower as a whole. Accordingly, the present invention can minimize the process on the sea and simplify the manufacturing process to make the construction easier.",2013,E02D  27/425; E02B2017/0043; E02B2017/0073; E02B  17/0004; E02B  17/02; E02B2017/0091; E02D  27/12; E02D  27/525; E04H  12/16; E02B  17/00
423095397,KR20130020211,FLOATING FACILITY HAVING PACKAGEF POWER STATION AND DESALINATION DEVICE,A floating facility integrally combined with a power station and a desalination device for reducing facility costs by floating is disclosed. The present invention provides a power station-desalination facility integral type floating facility comprising a hull formed to float on the sea; a fuel tank equipped in the lower part of the hull; a packaged power station which receives fuel from the fuel tank to generate electricity; a pump which receives water from outside through a water inlet formed on the hull; a desalination facility which desalinates the water gathered in the pump; and a fresh water tank installed in the lower part of the hull for storing the treated water from the desalination facility.,2013,B63B  13/00; B63B  35/00; C02F2103/08; Y02A  20/141; F03D   9/00; Y02E  10/725; B63J   3/04; C02F   1/265
423109446,KR20130070109,OPRATION SYSTEM OF FLYING OBJECT,"The present invention relates to an operation system of a flying object to operate a flying object floating from the ground. The present invention includes: a flying object with gas filled inside to float midair; a ground unit installed on the ground; a wire unit to connect the flying object and ground unit; a buoyancy generation unit prepared on one side of the flying unit, while delivering a buoyant force, obtained by the air friction, to the flying object. According to the present invention, since an additional buoyant force derived from using wind is generated by the buoyancy generation unit connected to the flying unit, sufficient buoyant force can be supplied to the flying object at a high-altitude environment, thus enabling stable operation of the flying object. Moreover, since electric power generated by a wind power generator unit is delivered to the ground through the wire unit, the present invention can be utilized as a wind power generation instrument.",2013,B64B   1/44; B64C  39/022; B64F   3/02; B64B   1/52; B64B   1/50; B64B   1/58; F03D   9/32; Y02T  50/53; B66D   1/48; B66D   1/50; B66D   1/60; B64B   1/66
423111861,KR20130080266,SEA WIND POWER GENERATOR INSTALLING SHIP,"The present invention relates to a working ship to install a marine wind power generator. The present invention provides the working ship to install the marine wind power generator comprising: a hull forming an installation hole; a plurality of floating leg parts installed in the hull to be lifted and lowered, and fixating a position of the hull on the sea to make the hull vertically float on the sea; a pair of guide parts having a plurality of rails longitudinally arranged to form a plurality of layers in a vertical direction arranged to face each other across the installation hole; a moving and mounting part to mount the marine wind power generator on the hull by erecting the marine wind power generator while fixating pillars of the marine wind power generator, and moving the marine wind power generator to the installation hole along the pair of guide parts; and a lift part installed in the guide parts to lift and lower the marine wind power generator, lifting the pillars of the marine wind power generator moved to the installation hole by the moving and mounting part, and installing the pillars at a base pile positioned on a lower part of the installation hole.",2013,F03D  11/00; F05B2240/95; B63B   9/06; F05B2230/50; F05B2230/6102; Y02E  10/727; B63B  35/44; Y02P  70/523; F03D  13/22; E02D  27/52; B63B  35/00; F03D  13/10; Y02B  10/30
423161327,CN201420294854U,Ocean-water-flow electricity-generation and offshore-wind-electricity-generation integrated machine,"The utility model discloses an ocean-water-flow electricity-generation and offshore-wind-electricity-generation integrated machine which comprises a wind electricity unit main engine device, a tower frame, a hydraulic energy transmission system, a horizontal shaft type ocean current energy water power turbine and submarine cables. The wind electricity unit main engine device is arranged above the tower frame, the hydraulic energy transmission system, the horizontal shaft type ocean current energy water power turbine and the submarine cables are located between the sea level and the seabed, the hydraulic energy transmission system is located on the right side of the position above the horizontal shaft type ocean current energy water power turbine, and the submarine cables are located on the left side of the position below the horizontal shaft type ocean current energy water power turbine. The ocean-water-flow electricity-generation and offshore-wind-electricity-generation integrated machine has the advantages that an ocean-water-flow electricity-generation device and the offshore wind electricity unit can share boost device, switches, the submarine cables and other devices so as to send out electric energy, construction cost is saved, and ocean water flow energy can be utilized more effectively.",2014,F03D   9/00; Y02E  10/725
423161351,CN201420343896U,Ventilating and filtering device of offshore wind power tower tube,"The utility model relates to a ventilating and filtering device of an offshore wind power tower tube. The device is characterized in that a wind inlet and a wind outlet are formed in the outer wall of the offshore wind power tower tube, the wind inlet is formed in the lower part of a tube body of the offshore wind power tower tube, and the wind outlet is formed in the upper part of the tube body; a filtering box (1) is arranged on the outer side of the offshore wind power tower tube and communicated with the wind inlet through a wind inlet pipeline (4), and an intake fan is arranged in the wind inlet pipeline (4); an exhaust fan (6) is arranged at the wind outlet; a plurality of salt mist filters with filtering fineness increasing gradually are sequentially arranged in the filtering box (1) in the air flow direction. According to the device, a perfect ventilating and filtering circulating system is provided for the tower tube of an offshore wind turbine; the integration level is high, and the precious occupied space is saved; meanwhile, salt in the offshore air is filtered effectively, and corrosion to metal components and parts in the tower tube is prevented.",2014,B01D  46/00; F03D  11/00
423161355,CN201420315253U,Connection transition device for prestressed concrete tower section and steel tower section of combined wind power tower,"The utility model relates to a connection transition device for a prestressed concrete tower section and a steel tower section of a combined wind power tower. The top end of a connection steel cylinder section is connected with the upper steel tower section through a connection mechanism, and an embedded-type steel cylinder section is embedded into the lower concrete tower section from the top face of the lower concrete tower section. A tension anchoring flange is arranged between the connection steel cylinder section and the embedded-type steel cylinder section, and an annular built-in chassis is installed on the bottom face of the embedded-type steel cylinder section. The cylinder wall of the embedded-type steel cylinder section is evenly provided with a plurality of rib penetrating holes, and a hole-through anchoring rib is installed in each rib penetrating hole and penetrates through the corresponding rib penetrating hole. According to the connection transition device for the prestressed concrete tower section and the steel tower section of the combined wind power tower, the integral rigidity of a connecting member can be enhanced greatly, stress concentration and maldistribution are avoided, the width of a crack of the prestressed concrete tower section can be controlled effectively, the cracking phenomenon of the prestressed concrete tower section can even be avoided, and the durability and anti-fatigue performance of a concrete tower cylinder are improved greatly.",2014,F03D  11/04
423161357,CN201420315306U,Wind power combination tower anchor bolt ribbing type prestressed concrete and steel tower section connecting device,"The utility model relates to a wind power combination tower anchor bolt ribbing type prestressed concrete and steel tower section connecting device. The top end of an upper connecting steel barrel section is connected with an upper steel tower section through a connecting mechanism; a lower connecting flange plate is mounted between the upper connecting steel barrel section and a lower connecting steel barrel section, both the upper connecting steel barrel section and the lower connecting steel barrel section are located on a middle ring surface between an outer ring surface and an inner ring surface of the lower connecting flange plate, and a horizontal annular plate is mounted on the bottom surface of the lower connecting steel barrel section; prestressing force application members are further arranged in the lower connecting steel barrel section and a lower concrete tower section; multiple radial stiffening plates are arranged inside and outside the lower connecting steel barrel section. Prestressing force is imported into concrete, so that it is guaranteed that concrete tower sections are in a vertical pressed state, and concrete cracking is avoided; meanwhile, because the design of connection sections is improved, connection performance of the connection sections and concrete is improved, and the crack width of the concrete tower sections is effectively controlled.",2014,F03D  11/04
423192418,GB20140016040,Endless Belt Energy Converter,"The present invention relates to a way to convert energy from a fluid flow, using a fluid-flow transducer, having a frame anchorable against the flow, an elongated conveyor supported by the frame, and a plurality of vanes distributed along the conveyor, adapted to engage the fluid flow and to drive the conveyor in response to urging of the fluid flow, in combination with a power take-off coupled to be driven by the conveyor and adapted to drive a load.",2013,F01D  23/00; F05B2240/40; Y02E  10/70; F03B  13/26; F03B  13/264; F03B  17/06; F03D   5/02; F03B  13/12; F03B   9/00; F03D   9/008; F05B2240/93; Y02E  10/28; F03B  17/066
423223039,DK20100734270T,"SKIB AF KATAMARANTYPEN TIL MONTAGE, TRANSPORT OG INSTALLATION AF EN HAVVINDMÿLLE P≈ HAVBUNDEN",NULL,2010,Y02E  10/727; B63B   9/06; B63B  75/00; F05B2240/95; F03D  13/25; B63B  35/003; B63B  35/00; F03D  13/10; F03D  13/40; F03D   1/00; F05B2240/932
423223225,DK20100150606T,"Method of providing a foundation for an elevated mass, and assembly of a jack-up platform and a framed template for carrying out the method.",NULL,2010,E02B2017/0091; F05B2240/95; E02D  27/42; E02B  17/08; Y02E  10/727; E02D  27/50; E02D  27/52; F03D  13/22
423335707,CN201180076421,METHOD AND APPARATUS FOR HANDLING WIND TURBINE COMPONENTS DURING TRANSPORT AND ASSEMBLY,"A method for handling wind turbine sub-assemblies (14, 16) includes coupling a connecting device (44) to a connector (46) of a hoisting device at a first connection interface of the connecting device; coupling a first wind turbine sub-assembly to the connecting device at a second connection interface (60) of the connecting device; moving the first wind turbine sub-assembly with the hoisting device; coupling a second wind turbine sub-assembly different than the first wind turbine sub-assembly to the connection device at a third connection interface (76) of the connecting device; and moving the second wind turbine sub-assembly with the hoisting device. An apparatus (26) for handling wind turbine sub-assemblies is also disclosed.",2011,B66C   1/10; F03D   9/257; F03D  13/40; F03D  80/00; F03D  13/25; F03D   1/00; F03D  13/20; Y02E  10/726; Y10T  29/4932; F03D  13/22; B66C   1/108; E02B2017/006; E02B2017/0091
423337749,CN201380007611,DC connection scheme for windfarm with internal mvdc collection grid,Connection schemes for offshore power generation with an internal collection grid include a power generation system which includes a plurality of generator-rectifier subsystems. The scheme further includes a medium voltage DC (MVDC) collection network with positive pole cables and negative pole cables connected to the DC outputs of the generator-rectifier subsystems. At least one offshore substation includes a positive bus bar and a negative bus bar correspondingly connected to the positive pole cables and negative pole cables of the MVDC collection network and a plurality of main DC-DC converters. Each main DC-DC converter includes modules connected to the MVDC bus bars and each module has a positive and a negative output with the modules' outputs serially connected to one another.; The schemes may also include a high voltage DC transmission system connected to the modules' outputs and at least one DC/AC converter at a substation.,2013,Y02E  60/60; H02J   3/386; Y10T 307/707; Y02E  10/763; H02J   3/36; H02J   3/38
423362982,CN201420195351U,Machine-vision-based intelligent cleaning ship,"The utility model discloses a machine-vision-based intelligent cleaning ship, which comprises a ship body, wherein a power device and a propeller, which are connected, are arranged on the ship body; a floating body is arranged on the ship body; a control driving device is arranged in the floating body; a bracket is arranged on the floating body; a camera and a wireless signal transmitter, which are connected, are arranged at the top of the bracket; a power generation device, an oil removing device and a rubbish picking device are also arranged on the floating body respectively; the control driving device is connected with the power generation device, the oil removing device and the rubbish picking device respectively. According to the machine-vision-based intelligent cleaning ship, the shortcomings of undiversified function and low intelligence of a conventional cleaning ship are overcome; oil stain and rubbish on water can be intelligently identified and cleaned, and in addition, clean energy such as wind energy and solar energy can be used for supplementing a part of kinetic energy, so that the machine-vision-based intelligent cleaning ship is high in intelligence and low in energy consumption, and has good cleaning effects, and manpower, material resources and financial resources are greatly saved.",2014,E02B  15/10; Y02A  20/204; B63B  35/32
423368814,CN201420241317U,Shallow sea wind power facility force suction pile,"The utility model provides a shallow sea wind power facility force suction pile and belongs to the field of ocean equipment. The shallow sea wind power facility force suction pile comprises an outer cylinder, grouting pipes, an inner cylinder, a vacuum pump, a vibrator, an upper supply body, supporting rods, blocking pieces and a solid rod. The grouting pipes are mounted between the outer cylinder and the inner cylinder, the grouting pipes, the outer cylinder and the inner cylinder are fixed into a whole through linear laser welding, and stress at the welding part is eliminated through hauck energy. The upper supply body is connected in the inner cylinder in a welded mode, the vacuum pump is mounted on the upper supply body, the vibrator is mounted in the inner cylinder through the supporting rods, the solid rod is mounted under the vibrator, and the blocking pieces are mounted at the lower ends of the grouting pipes. The shallow sea wind power facility force suction pile is simple in structure, high in pile insertion efficiency and good in settling resisting property, overcomes the defects of existing cylindrical pile legs and absorbs the advantages of the existing cylindrical pile legs.",2014,E02D   5/40; E02D  27/42; E02D  27/44; E02D   5/48
423368898,CN201420240927U,Fish reef type offshore wind power erosion-preventing pile foundation,"The utility model provides a fish reef type offshore wind power erosion-preventing pile foundation and belongs to the technical field of ocean engineering technologies. The fish reef type offshore wind power erosion-preventing pile foundation comprises a pile leg, a guide plate, a spring, fish reef type dump-filled blocks, stainless steel rods and a sleeve, wherein the pile leg is inserted into a seabed soil layer and sleeved by the guide plate and the sleeve, multiple fish reef type dump-filled blocks are arranged around the sleeve and connected with the sleeve through springs, and a circle of stainless steel rods is arranged around the fish reef type dump-filled blocks. The sleeve is in a shape of a circular truncated cone, and a surface layer is full of honeycomb holes. The fish reef type dump-filled blocks are of regular hexahedron structures and are hollow, and surface layers are full of through holes. The problem of wind power based erosion maintenance can be solved by means of the fish reef type offshore wind power erosion-preventing pile foundation, an artificial fish reef for providing a habitat for fish can be also formed, and two purposes are achieved in one.",2014,E02D  27/12; Y02A  40/81; E02D  27/52; A01K  61/00; Y02P  60/64
423368900,CN201420240928U,Pile foundation for offshore wind power facilities,"A pile foundation for offshore wind power facilities belongs to the technical field of buildings and comprises a grouting pump, a pile leg, inclined rods, platform foundations, supporting columns, an electromagnetic valve, a discharging pipe, a steel ring and an iron wire gauze. The grouting pump is arranged at the upper portion of the pile leg, the three inclined rods are arranged on the lateral side of the pile leg, platform foundations are arranged on the inclined rods, the supporting columns are arranged under the platform foundations, the electromagnetic valve is arranged at the lower portion of the pile leg, the discharging pipe is arranged on the electromagnetic valve, the steel ring is arranged between the three platform foundations, the iron wire gauze is arranged in the steel ring, the pile leg, the inclined rods, the platform foundations and the supporting columns are of hollow structures and are communicated with each other, and the platform foundations are of hexagonal structures. The pile foundation is large in undersea bearing area and even in stress. A wind power generator arranged on the pile foundation can be stable and reliable.",2014,E02D  15/06; E02D  27/12; E02D  27/14; E02D  27/42; E02D  27/52
423368904,CN201420220305U,Foundation structure system combined by four drum-shaped foundations,"The utility model discloses a foundation structure system combined by four drum-shaped foundations. The center point connecting line of the four drum-shaped foundations forms a quadrangle. A pile body is arranged at the top of each drum-shaped foundation. The center line of each pile body and the center line of the corresponding drum-shaped foundation are on the same straight line. Joint connecting pieces are arranged above the center positions of the four drum-shaped foundations. Profile steel beams are connected between the joint connecting pieces and the outer sides of the tops of the pile bodies. Each profile steel beam is oblique downwards from the end connected with the corresponding joint connecting piece to the end connected with the corresponding pile body. According to the foundation structure system, large bending moment transmitted from an upper structure can be effectively converted into pulling force and pressure at the drum-shaped foundations approximately through the profile steel beams and the pile bodies, the maximum bearing force of the drum-shaped foundations is achieved, materials are saved, during construction, a packaged technology of floating transportation-sinking-leveling can be achieved, a construction cycle is short, and the building cost of an offshore wind plant is lowered.",2014,E02D  27/44; E02D  27/52; E02D  27/16
423368906,CN201420222033U,Foundation structure system with three combined bucket foundations,"The utility model discloses a foundation structure system with three combined bucket foundations. The center points of the three bucket foundations are connected to form a triangle, a pile body is arranged on the top of each bucket foundation, the center line of each pile body and the center line of the bucket foundation corresponding to the pile body are located on the same straight line, a joint connecting piece is arranged above the centers of the three bucket foundations, a shape section beam is connected between the joint connecting piece and the outer side of the top of each pile body, and each shape steel beam inclines from the end, connected with the joint connecting piece to the end connected with the pile body. According to the foundation structure system with the three combined bucket foundations, large bending moment transmitted from an upper structure can be approximatively converted into tension and pressure on the bucket foundations effectively through the shape steel beams and the pile bodies, so that the maximum bearing capacity of the bucket foundations is given play to, materials are saved, the packaged technologies of floating transportation, submergence and leveling can be achieved in the construction process, the construction period is short, and the construction cost of an offshore wind plant is reduced.",2014,E02D  27/44; E02D  27/52; E02D  27/16
423368908,CN201420221937U,Foundation structure system with supports and three combined tube-type foundations,"The utility model discloses a foundation structure system with supports and three combined tube-type foundations. The center points of the three tube-type foundations are connected to form a triangle; the top of each tube-type foundation is provided with a pile; a node connecting piece is arranged above the center of the three tube-type foundations; a structural steel beam is connected between the node connecting piece and the outer side of the top of each pile; each structural steel beam inclines downwards from the end portion, connected with the node connecting piece, of the structural steel beam to the end portion, connected with the corresponding pile, of the structural steel beam; the roots of the piles are connected through inter-pile supports; an inter-tube support is connected between every two adjacent tube-type foundations. Large bending moment transmitted down from the upper portion structure is effectively and approximately converted to be tension and pressure at the tube-type foundations through the structural steel beams and the piles, the maximum bearing force of the tube-type foundations is played, materials are saved, a floating transportation, sinking and leveling technology can be achieved in the construction process, the construction period is short, and the building cost of an offshore wind plant is lowered.",2014,E02D  27/52; E02D  27/42
423368918,CN201420368554U,Hanging regulation type prestressing force anchor bolt cage,"The utility model relates to a hanging regulation type prestressing force anchor bolt cage. The prestressing force anchor bolt cage comprises anchor bolts, upper flanges and lower flanges, wherein the anchor bolts sequentially penetrate through anchoring nuts, the lower flanges, positioning nuts, anchor bolt casing pipes, the upper flanges, bottom T-shaped flanges of a wind power generation tower and lock nuts; the upper flanges and the lower flanges are connected into integral loops by a plurality of arc-shaped steel plates via connecting plates and connecting bolts; hanging bolts, suspension plates and adjusting screw nuts are adopted by the upper flanges to regulate the levelness, and the adjusting screw nuts are made of steel. Therefore, possible damage in the regulation process can be avoided, plastic adjusting screw nuts below the upper flanges are not required, the partial compressive strength is improved, the anchor bolt casing pipes can penetrate through anchor bolt holes in the upper flanges upwardly, the corrosion-resistant weakness points can be avoided, and the corrosion-resistant protection effect on the anchor bolts is better; moreover, the upper flanges and the lower flanges comprise a plurality of pieces, every two of the upper flanges and the lower flanges are connected by the connecting plates and the connecting bolts to form the integral loop, so that the hanging regulation type prestressing force anchor bolt cage is conducive to the reduction of the processing deformation and is convenient to transport and mount.",2014,E02D  27/42; E02D  27/44
423368920,CN201420369007U,Adhesion improved type rock bolt base,"The utility model relates to an adhesion improved type rock bolt base of a wind power generation tower. The base comprises basic reinforced concrete, an anchor bolt cage, a pad layer, a basic benzene plate and a plurality of rock anchor bolt components, wherein the anchor bolt cage is buried into the concrete; the pad layer, the basic benzene plate and the plurality of rock anchor bolt components are arranged below the basic concrete; the plurality of rock anchor bolt components are uniformly distributed annularly; in the rock anchor bolt components, anchor rods penetrate through lower anchoring nuts, lower anchoring plates, spiral springs, conical nuts, heat shrink tubes, anchor rod benzene plates, the pad layer, the basic reinforced concrete, upper anchoring plates and upper anchoring nuts in sequence from bottom to top; each rock bolt component is anchored in an anchor rod drilling hole of a rock body through anchor rod grouting. According to the base, the upper parts of the rock anchor bolt components are sleeved with the heat shrink tubes, then the rock anchor bolt components are isolated from the basic reinforced concrete and the anchor rod grouting, and thus prestress can be exerted to the anchor rod after the basic construction is completed. A section which is not wrapped with the heat shrink tubes on the anchor rod takes the shape of a thread or rib tooth, one conical nut is arranged at a certain interval, the anchoring force of the rock anchor bolt components is improved, and the damaged caused by adhesion of the anchor rod to the anchor rod grouting is also avoided.",2014,E02D  27/42
423368922,CN201420222004U,Foundation structure system with supports and four combined tube-type foundations,"The utility model discloses a foundation structure system with supports and four combined tube-type foundations. The center points of the four tube-type foundations are connected to form a quadrangle; the top of each tube-type foundation is provided with a pile; a node connecting piece is arranged above the center of the four tube-type foundations; a structural steel beam is connected between the node connecting piece and the outer side of the top of each pile; each structural steel beam inclines downwards from the end portion, connected with the node connecting piece, of the structural steel beam to the end portion, connected with the corresponding pile, of the structural steel beam; the roots of the piles are connected through eight inter-pile supports; an inter-tube support is connected between every two adjacent tube-type foundations. Large bending moment transmitted down from the upper portion structure is effectively and approximately converted to be tension and pressure at the tube-type foundations through the structural steel beams and the piles, the maximum bearing force of the tube-type foundations is played, materials are saved, a floating transportation, sinking and leveling technology can be achieved in the construction process, the construction period is short, and the building cost of an offshore wind plant is lowered.",2014,E02D  27/44; E02D  27/42
423368930,CN201420362332U,Wind turbine generator foundation,"The utility model discloses a wind turbine generator foundation, which comprises anchor bolts, sleeves, a tower bottom flange and an anchor plate, wherein the anchor plate is embedded into foundation concrete on the lower part of the tower bottom flange; bolt holes matched with bolt holes of the tower bottom flange are formed in the anchor plate; the sleeves concentric with the bolt holes are fixedly arranged on the upper part of the anchor plate, and the number of the sleeves is the same as that of the bolt holes; the anchor bolts are arranged in the sleeves; threads are formed at the two ends of the anchor bolts; the threads at the lower ends of the anchor bolts are connected with the bolt holes of the anchor plate, and the threads at the upper ends of the anchor bolts are connected with the tower bottom flange through nuts. According to the wind turbine generator foundation, the threads are arranged at the upper and lower ends of the anchor bolts, and the sleeves are embedded during foundation construction, so that the anchor bolts can be arranged after a tower bottom section is lifted, are prevented from being slanted, bent and even broken during lifting and being loosened in a running process, and can be maintained or replaced.",2014,E02D  27/44; E02D  27/42
423370458,CN201420315227U,Prestressed concrete tower section and steel tower section connection device of combined wind power tower,"The utility model discloses a prestressed concrete tower section and steel tower section connection device of a combined wind power tower. A steel connection component is composed of an upper connection flange, a connection steel cylinder section, a connection anchoring flange, two cylindrical anchoring steel boards, a stiffer connection steel board and a steel anchor bolt, all of which are integrated. A prestress application assembly applies vertical prestress on a concrete tower section. A prestress steel strand or a prestress anchor bolt is stretched and drawn through a post-tensioning method, and then the upper end of the prestress steel strand or the upper end of the prestress anchor bolt is anchored on the upper surface of the connection anchoring flange. The stiffer connection steel board and the steel anchor bolt are embedded into concrete. The rigidity of the connection section is increased through the stiffer connection steel board, so that stress at the top of the concrete tower section is evenly distributed. Through the device, it can be ensured that the internal space of the tower is not reduced when the wall of the concrete tower is thick, and the connection device is of great significance in avoiding the uniformity of stress distribution at the connection position of the combined tower, effectively controlling the width of a crack of the concrete tower section and improving the durability and fatigue resistance of the combined tower.",2014,E04H  12/16
423372525,CN201420368814U,Changeable foundation of anchor bolt for wind power generation tower,"The utility model relates to a replaceable foundation of an anchor bolt for a wind power generation tower. The replaceable foundation comprises foundation reinforced concrete, anchor bolt cages which are buried in the foundation reinforced concrete, and cushion layers. When the pouring is carried out, barrel-shaped templates are supported in a foundation central zone to form a manhole, and a cast-in-situ bottom plate or a prefabricated waterproof cover plate can be arranged above the manhole. When the anchor bolt is broken or seriously corroded, the bottom plate or the prefabricated waterproof cover plate can be open, a person can enter the bottom part of the foundation through the manhole, the cushion layers and soil bodies below the cushion layers in an excavating zone are excavated, and the anchor bolt can be conveniently replaced. Then, the bottom part is processed in a cast-in-situ way or the prefabricated waterproof cover plate is used for covering the manhole. For the replaceable foundation disclosed by the utility model, the barrel-shaped templates are supported in the foundation, the manhole can be conveniently formed, the construction difficulty cannot be increased, and the construction cost cannot be increased. If the anchor bolt is required to be replaced because of breakage or corrosion, the person can conveniently enter the bottom part of the foundation through the manhole, and after a small number of cushion layers and the soil bodies are excavated, a space for replacing the anchor bolt can be formed, the foundation strength and the whole stress cannot be affected, and the operation of the wind power generation tower cannot be affected.",2014,E02D  27/42; E02D  27/44; F03D  11/04
423391190,MX20130001004,FLEXIBLE SHADOW-GENERATING WIND-ENERGY DEVICE INTENDED TO PROVIDE SOLAR PROTECTION.,"The invention relates to a flexible shadow-generating wind-energy device intended to provide solar protection, said device using the kinetic energy of the wind in order to be supported in the air and project a shadow. The device is formed by a panel or group of panels and one or more beams, which together define a bow edge, a stern edge and sides. The device comprises flaps that provide stability and are used to anchor same to the ground. The device operates as follows: the panel or panels together with the flaps and the beams surround a moving air mass; the aerodynamic forces generated are sufficiently strong to support the device in the air; the device is maintained anchored to the ground by some means; with the device anchored to the ground, it can be maintained at a pre-determined height and project a shadow on a surface below.",2013,E04H  15/36; E04H2015/205; B64C  31/06; E04H  15/20; E04H  15/62; A63H  27/08; E04H  15/58; E04H2015/204
423399258,CA20142866998,CRANE ASSEMBLY FOR A MAINTENANCE SYSTEM FOR A WIND TURBINE MAINTENANCE PROGRAM,"A crane assembly for use in an all-weather maintenance system for an offshore wind turbine maintenance program, the maintenance system including a capsule for transporting tools, parts and maintenance personnel to and from respective wind turbine towers, the crane assembly being provided for supporting a trolley for transporting capsules between the respective wind turbine towers and the maintenance vessel.",2014,B63B  23/00; B66C  13/02; E04H  12/00; B63C2009/035; E04G   3/28; B63B  27/10; B63C   9/06; B66C  23/18; B66F  11/00; F03D  13/20; F03D  13/25; B63B  27/32; B66B   9/187; B66C  23/207; B66B   9/00; E02B  17/0034; E02B2017/0091; B63B  23/28; B63B  27/30; F03D  80/50
423413507,PT20100768355T,FLOATING VERTICAL AXIS WIND TURBINE MODULE SYSTEM AND METHOD,NULL,2010,Y02E  10/74; F05B2240/95; F03D   3/00; Y02E  10/727; F03D  11/04; F03D  13/25; F03D   3/02; F05B2240/93; Y10T  29/49718
423449784,PT20060745301T,AEOLIAN SYSTEM COMPRISING POWER WING PROFILES AND PROCESS FOR PRODUCING ELECTRIC ENERGY,NULL,2006,F03D   5/00; F03D   5/06; F05B2240/921; B63H   9/06; B63H   9/069; B63H   9/072; Y02E  10/70
423475302,NL20132011860,Double top suction pile and suction pile foundation.,"Suction pile for installation in the seafloor to operate as a foundation or part of it to support an offshore structure resting onto the seafloor, the suction pile having internally near the top bulkhead and spaced from this bulkhead a pre-installed, fixed load bearing surface designed to keep the suction pile immovable while the offshore structure resting onto it is in full operation.",2013,B63B  21/27; E02D   7/28; E02D  27/52; E02D  27/525; F03D  11/04; E02B2017/0078; B63B  35/44
423485378,EP20140792478,"SUPPORT STRUCTURE FLOATING IN THE OPEN SEA AND CONNECTED TO ANCHORS BY BRACING MEANS, FOR WIND TURBINES, SERVICE STATIONS, OR CONVERTER STATIONS",NULL,2014,B63B  21/502; B63B2035/446; F05B2240/95; B63B   1/10; F03D  13/20; F03D  13/25; B63B  21/50; E02B  17/00; F03D  13/22; B63B  35/44; E02B2017/0091; F05B2240/93; B63B   1/107; Y02E  10/727
423537388,CN201280061883,A RENEWAL ENERGY POWER GENERATION SYSTEM,"Provided is a renewable energy power generation system (10) having a renewable energy power generating apparatus (12) arranged to generate electric power; and a hydrogen power generation module (20) having a separation unit (22) adapted to separate water into hydrogen and oxygen, and a fuel cell unit (28) adapted to receive air or oxygen, and hydrogen from said separation unit or from a hydrogen storage; the fuel cell unit being arranged to produce electric power in the presence of hydrogen and oxygen; wherein the hydrogen power generation module being adapted to receive electric power from the at least one renewable energy power generating apparatus at least prior to production of electric power by the fuel cell unit.",2012,H02S  10/10; B63H2021/003; F17C  11/005; H01M   8/04208; Y02E  10/725; Y02T  90/34; F05B2220/61; Y02B  90/14; Y02T  70/5209; Y02T  90/32; B63H  21/00; H01M   8/04216; H01M2250/402; Y02B  90/12; Y02P  90/40; H01M   8/0656; H01M2250/20; Y02E  70/10; Y02E  70/20; H01M2250/10; Y02T  90/46; H02J   7/00; H02J   7/345; Y02P  20/133; Y02T  90/38
423541662,CN201420312418U,Full-automatic cruise feed discharging boat used for prawn pool,"The utility model provides a full-automatic cruise feed discharging boat used for a prawn pool. The boat comprises a boat body, a feed box, a feed discharging controller, a distance detector and a solar cell panel. According to the boat, the boat body is of a double-body three-propeller structure, and is formed in a injection molding way by utilizing an engineering plastic mould, and the boat has good anticorrosive performance, stability and anti-storm capacity; a GPS (global positioning system orientator is arranged in the boat body, and yaw of the boat during sailing can be effectively avoided; a wind turbine and a feeding locking device are additionally arranged in a feed discharging device, the feed discharging amount can be controlled according to requirements, and prawn feed can be discharged to food intake positions of prawns uniformly and accurately; the feed discharging boat is suitable for feed discharging in pools in different shapes and sizes, and the feed discharging effect is good; the solar cell panel is adopted as driving resources, the environment pollution is reduced, and the resources are saved; the feed discharging boat has the advantages that feed discharging is automatic, manual control and operation are not needed, the resource loss is reduced, and the labor cost is lowered.",2014,B63B  35/00; Y02P  60/64; Y02E  10/727; A01K  61/02
423548350,CN201420232441U,Drilling platform of coastal shoal,"The utility model discloses a drilling platform of coastal shoal. The drilling platform comprises a platform framework, and a plurality of foam floating blocks that are arranged in the platform framework; lifting sleeves and supporting sleeves are fixedly arranged at the four side edges of the platform framework; lifting steel pipes that are fixedly connected with the platform framework are arranged in the lifting sleeves; supporting steel pipes that can move up and down relative to the platform framework are arranged in the supporting sleeves; a first traction device is arranged on each supporting steel pipe; a second traction device is arranged on each lifting steel pipe. According to the drilling platform of the coastal shoal, the platform framework can float on the water through the foam floating blocks, the supporting steel pipes are lowered down to lift the platform framework from the water through the first traction devices, and thus the platform framework can be avoided the influences from wind power, wave power and tide power in the coastal shoal; after drilling is done, the platform framework is lowered to float on water again, the supporting steel pipes are listed through the lifting steel pipes and the second traction devices, and then the platform framework is driven to move to the next hole for drilling.",2014,B63B  35/44
423550770,CN201420185675U,Tower foundation for wind power generation prefabricated concrete tower,"The utility model belongs to the field of wind power generation towers, and provides a tower foundation for a wind power generation prefabricated concrete. Support steel supports are cast on the bottom of the tower foundation; ring connection elements are cast on the top of the tower foundation; radial adjustment jacks and vertical adjustment jacks are installed between the support steel supports and the ring connection elements. By adopting the tower foundation for the wind power generation prefabricated concrete, the assembly precision of the prefabricated elements is increased, the assembly schedule of the prefabricated elements is speeded up, time is saved, the construction method is simple and convenient, internal prestressed anchor heads and external prestressed anchor heads are ensured to be connected well with the foundation.",2014,E02D  27/42
423551958,CN201420270756U,Single tower cylinder structure of offshore wind turbine generator,"The utility model relates to a single tower cylinder structure of an offshore wind turbine generator, aiming to provide the single tower cylinder structure which is rapid, convenient and reliable to construct offshore on the basis of severe offshore construction environments. The technical scheme includes that the single tower cylinder structure comprises a tower cylinder, a top flange arranged on the top of the tower cylinder and a bottom flange arranged at the bottom of the tower cylinder, and is characterized in that the tower cylinder is variable in diameter and wall thickness, particularly, the diameter of the tower cylinder changes from 2500 to 6000 mm and the length thereof ranges from 60 to 80 m. Besides, the tower cylinder is made of multiple steel pipe sections different in diameter and wall thickness in a butt welding manner. The single tower cylinder structure is adaptable to the technical field of offshore wind power generation.",2014,F03D  11/04
423555806,CN201420150839U,Risk management system of offshore wind plant,"The utility model discloses a risk management system of an offshore wind plant. The risk management system of the offshore wind plant comprises an industrial interchanger, a communication terminal, a protocol conversion system I, a protocol conversion system II, an offshore wind turbine generator control system, a booster station measurement and control system, an offshore platform monitoring system and a submarine cable monitoring system, wherein the communication terminal is respectively connected with the offshore wind turbine generator control system, the booster station measurement and control system, the offshore platform monitoring system and the submarine cable monitoring system; the protocol conversion system II and a data network access device are interconnected; the data network access device is interconnected with a database system of risk management; the protocol conversion system I and a control network access device are interconnected; the control network access device and the risk management control system are interconnected. The risk management system of the offshore wind plant has the beneficial effects that data monitored in real time by equipment can be analyzed; the system can be controlled and operated remotely, and is reasonable and safe.",2014,G06Q  50/06
423604112,US201313888576,Method and apparatus for integrating on-shore green and other on-shore power sources with a compressed air energy storage system on a floating power plant,"An offshore compressed air energy storage system has a barge comprising with a deck, and at least one pressure vessel configured to store compressed air. A power source powers at least one air compressor configured to pressurize the pressure vessel. A compander set has at least one turboexpander having an input, an output, and a shaft, as well as at least one heat exchanger and at least one turbocompressor. A mass air control valve is configured to control the compressed air flow from the pressure vessel to the turboexpander. A generator is in communication with the shaft of the turboexpander, and a control system. The at least one pressure vessel is buoyant, and wherein the at least one air compressor, the turboexpander, the mass air control valve, and the generator are attached to the barge.",2013,B63B  35/44; H02J   3/382; H02S  10/12; Y02E  60/15; H02J   3/383; H02K   7/18; Y02E  10/563; B63B2035/4433; H02J   3/38; H02J   3/381; H02J   3/386; Y02E  70/30; F02C   6/16; Y02A  20/142; Y02E  10/725; H02J  15/00; Y02A  20/141; F03D   9/17; Y02E  10/763; Y02E  20/14; F03D   9/007; H02S  10/20
423607799,US201214363241,Rotor blade and connecting device,"A rotor blade of a wind power installation for fixing to a rotor hub and having a rotor blade longitudinal axis, including a rotor blade inner part towards the rotor hub, and a rotor blade outer part away from the rotor hub, wherein the rotor blade inner part and the rotor blade outer part are connected together by means of at least one connecting device and the connecting device includes at least one anchoring element anchored in the rotor blade outer part, at least one counterpart element anchored in the rotor blade inner part, and at least one connecting bolt which extends through the counterpart element and is fixed in the anchoring element.",2012,F03D   1/0658; F03D   1/0675; F03D   1/06; Y02E  10/721; F05B2260/301; F05B2240/302
423779056,CN201410317984,Integrated wind tunnel type turbine power generation device,"The invention relates to an integrated wind tunnel type turbine power generation device which is formed by a turbine and a power generator. The turbine comprises a turbine body casing, a high-pressure gas sealing channel, a pneumatic impeller, a first turbine sealing end cover, a turbine transmission shaft and a second turbine sealing end cover. The power generator comprises a first power generator end cover, a self-cooling type power generator casing, a second power generator end cover and a power generator transmission shaft. The turbine transmission shaft is connected with the power generator transmission shaft through a turbine-power generator coupler, a turbine-power generator coupler sealing cover is arranged on the turbine-power generator coupler, and the integrated wind tunnel type turbine power generation device is sealed through a finished machine sealing groove. The high-pressure gas sealing channel is formed by the mode that sealing channel rings are communicated through connection pipes, a first sealing channel ring is connected with a working medium inlet of the turbine, the last sealing channel ring is connected with a working medium outlet of the turbine, the length of each sealing channel ring is one-fourth of the circumference, and the adjacent sealing channel rings differ 180 degrees in the circumferential direction. The integrated wind tunnel type turbine power generation device is concise in structure, convenient to install and maintain, high in energy utilization rate and long in service life.",2014,F01D  25/00; Y02E  10/725; F01D  15/10; H02K   9/19; F01D  25/24
423779290,CN201410384210,Large offshore perpendicular-axis wind power generator unit,"The invention belongs to the technical field of motors and particularly relates to a large offshore perpendicular-axis wind power generator unit. The wind power generator unit adopts a unique V-shaped structure and comprises blades, a power generator, a helicopter platform, a dynamic and static shaft, a top bearing, a bottom bearing, an off-shore foundation and auxiliary devices. The blades are composed of outer-layer blades and inner-layer blades, a variable pitch system is adopted in the outer-layer blades to avoid galloping dangers caused by overhigh rotation speed due to strong wind or typhoon, and cross sections of the inner-layer supporting blades are of wing-shaped structures to improve the utilization rate of wind energy of the wind power generator unit. The power generator, a gearbox, a converter and other auxiliary devices are arranged at the bottom of the wind power generator unit, so that part replacement and maintenance cost of the wind power generator unit in the hanging process and the later period can be reduced. Compared with a horizontal-axis wind power generator unit, the large offshore perpendicular-axis wind power generator unit effectively solves the problem of the upper limit of power per unit of the horizontal-axis wind power generator unit, is more suitable for the designing scheme of large 10MW or higher than 10MW offshore perpendicular-axis wind power generator units, and has high market utilizing value.",2014,F03D   7/06; F03D   9/00; Y02E  10/74; F03D  13/25; Y02E  10/727; F03D  11/00; F03D   3/06; F03D   9/25
423788182,CN201410421656,Wind and wave switch reluctance generator system applied to offshore platform,"The invention discloses a switch reluctance generator system applied to an offshore platform. The switch reluctance generator system comprises the offshore platform, a cylindrical switch reluctance generator, a wind power conversion device, a sea wave buoy part and a control system; the cylindrical switch reluctance generator is located above the offshore platform, the sea wave buoy part is located below the offshore platform, the cylindrical switch reluctance generator is fixedly connected with the sea wave buoy part through sliding rails, and the sliding rails are embedded in the offshore platform and can vertically move in the direction perpendicular to the offshore platform; the control system comprises a controller, a position sensor and a power converter, the cylindrical switch reluctance generator is connected with a storage battery through the power converter, the storage battery is connected with a power grid through an inverter, the cylindrical switch reluctance generator is connected with the controller through the position sensor, and the controller is connected with the power converter. According to the switch reluctance generator system applied to the offshore platform, wind energy and wave energy can be used for generating electricity at the same time, efficient coupling of the wind energy and the wave energy is achieved, cost and operation difficulty will not be excessively increased, and double efficient utilization of new types of offshore energy is achieved.",2014,H02K   7/18; H02K   1/24; Y02P  70/523; F03B  13/14; F03D   9/25; Y02E  10/38; H02K  29/06; F03D   9/00; Y02E  10/725
423791743,CN201380009633,SHIP FOR INSTALLING OFFSHORE WIND TURBINE AND METHOD FOR INSTALLING OFFSHORE WIND TURBINE,"This support rack (10) is used to carry a wind turbine (11) assembled from a tower (13), a nacelle (14), and wind turbine blades (15) to an wind turbine installation sea area while housing the wind turbine therein, and install the wind turbine (11) on a foundation previously installed in the wind turbine installation sea area. The support rack (10) comprises a fall prevention support (21) for preventing the wind turbine (11) from falling over by supporting the outer peripheral surface of the tower (13) from the outside thereof, and is provided with wind turbine support structures (24, 25) each comprising a lower support (23) that supports a flange (22) provided in the housed tower (13) from the underside thereof and receives the full weight of the wind turbine (11).",2013,B63B  35/00; F03D  13/10; B63B  35/003; F03D  11/04; F05B2230/6102; Y02E  10/727; Y02P  70/523; E02B2017/0043; B63B  21/50; F03D  13/40; E02B2017/0039; F03D  13/20; B63B  27/10; B63B  35/44; E02B2017/0091; F05B2240/95; F03D  13/25
423803403,CN201420154446U,Economical ocean-going squid fishing boat,"The utility model discloses an economical ocean-going squid fishing boat, comprising a squid collection lamp, a power storage device, a current stabilizing device and a horizontal-axis wind turbine, wherein one end of the current stabilizing device is connected to the horizontal-axis wind turbine through a wire while the other end is connected to the power storage device through a wire, and the other end of the power storage device is connected to the squid collection lamp through a wire. When in mooring or traveling, the economical ocean-going squid fishing boat can fully utilize sea wind, and convert wind energy into electric energy so as to supply electricity for trapping operation of the ocean-going squid fishing boat and the life of seamen, so that oil consumption is reduced, endurance of the ocean-going squid fishing boat is improved, and environmental pollution is reduced.",2014,Y02B  10/70; Y02E  10/74; B63B  35/14; Y02B  10/30; F03D   3/00; F03D   9/00
423803405,CN201420154541U,High-efficiency environment-friendly pelagic squid fishing boat,"The utility model discloses a high-efficiency environment-friendly pelagic squid fishing boat. The high-efficiency environment-friendly pelagic squid fishing boat comprises a squid gathering lamp, an electricity accumulation device, a current stabilizing device and a vertical axis wind turbine, one end of the current stabilizing device is connected with the vertical axis wind turbine through a lead while the other end is connected with the electricity accumulation device through a lead, and the other end of the electricity accumulation device is connected with the squid gathering lamp through a lead. When anchoring or driving the high-efficiency environment-friendly pelagic squid fishing boat, sea wind can be used completely, the wind energy is converted into electric energy for providing electricity for the trapping work of the pelagic squid fishing boat and the living of seamen, and accordingly the oil consumption is reduced; the high-efficiency environment-friendly pelagic squid fishing boat enables the endurance of the pelagic squid fishing boat to be improved and the environment pollution to be reduced.",2014,B63B  35/14; F03D   9/02; Y02E  10/74; F03D   3/06; Y02B  10/30
423806274,CN201420293117U,Pre-stressed anchor bolt for wind power generation tower foundation,"The utility model discloses a pre-stressed anchor bolt for a wind power generation tower foundation. The pre-stressed anchor bolt comprises an anchor bolt upper end thread section, an anchor bolt lower end thread section, an upper thread and polished rod transition section, a lower thread and polished rod transition section, an anchor bolt polished rod section, a thin heat shrinking sleeve and a thick heat shrinking sleeve, and is characterized in that after the anchor bolt polished rod section is coated with oil, the thin heat shrinking sleeve sleeves the anchor bolt polished rod section, the thick heat shrinking sleeve sleeves the lower part of the anchor bolt polished rod section, the thin heat shrinking sleeve is connected between the thick heat shrinking sleeve and the anchor bolt polished rod section in an insertion manner, the anchor bolt upper end thread section is positioned at the upper end of the anchor bolt polished rod section, the anchor bolt lower end thread section is positioned at the lower end of the anchor bolt polished rod section, the upper thread and polished rod transition section is positioned in the transition section of the anchor bolt upper end thread section and the anchor bolt polished rod section, and the lower thread and polished rod transition section is positioned in the transition section of the anchor bolt lower end thread section and the anchor bolt polished rod section. A pretension force is exerted on an anchor bolt by using a hydraulic tension method, the mechanical property and the anti-corrosion property of a pre-stressed anchor bolt foundation are improved, and the safety and the durability of a fan tower are improved.",2014,E02D   5/74; E02D  27/44; E02D  27/42
423808513,CN201420168830U,Gear box for high-power wind power generator test bed,"The utility model relates to a gear box for a high-power wind power generator test bed. The gear box comprises two stages of planetary gear systems; an output gear system comprises a large gear, an inner spline shaft and an output gear shaft; the inner spline shaft and the output gear shaft are parallel to each other; the large gear is fixed on the inner spline shaft; a box body comprises a front box cover, a torque arm, a rear box body and a rear box cover; the rear box cover is formed by an upper box cover and a lower box cover; a first stage of inner gear ring is located between the front box cover and the torque arm; a second stage of inner gear ring is located between the torque arm and the rear box body; a combination portion of the upper box cover and the lower box cover and the central axis of a pipe shaft are located on the same plane; an input planetary frame of the first stage of planetary gear system is supported on the front box cover and the torque arm through a bearing; a second stage of planetary frame is supported between the torque arm and the rear box body through a bearing; a first stage of sun gear shaft, a second stage of sun gear shaft and the inner spline shaft sleeve the pipe shaft in a floating mode in turn; a lubrication system comprises an external oil tank, an electric pump, an oil way distributer and a lubricating oil channel which leads to the bearings.",2014,F16H  57/029; F16H  57/023; F16H  57/08; F16H  57/02; F16H  57/031; F16H  57/04
423817831,DK20110730778T,L¯fteindretning og fremgangsmÂde til positionering af en uhÂndterlig genstand,NULL,2011,B66C  23/00; E02B  17/00; B66C  13/08; E02D  27/42; F03D   1/00; B66C  23/56; Y02E  10/727; Y02P  70/523; B66C   1/108; F05B2240/95; F05B2230/61; B66C  23/185; Y10T  29/49316; B66C  23/58; F03D  13/10; Y02E  10/726; B66C  17/00; B66C  23/18; E02D  27/425
423826635,US201414283051,System and method for controlling offshore floating wind turbine platforms,"A method for controlling an inclination of a floating wind turbine platform comprising a generator, a set of turbine blades connected to a shaft inside a turbine nacelle, the turbine nacelle being mounted onto a tower, and at least three stabilizing columns is presented. Each of the at least three stabilizing columns have an internal volume for containing ballast. Position data associated with an orientation of the floating wind turbine is received. A heel angle in reference to the floating wind turbine platform is determined based on the position data. A first signal for adjusting at least one of a blade pitch of the set of turbine blades, and a torque of the generator is sent based on the determined heel angle. A second signal for distributing the ballast among the at least three stabilizing columns is also sent. The second signal for distributing the ballast is based on the determined heel angle and the first signal.",2014,F03D   7/02; F03D  13/25; Y02E  10/727; B63B   1/107; Y02E  10/723; B63B  43/06; B63B  39/03; F03D   7/04; F05B2240/93; B63B  22/20; B63B  35/44; Y02E  10/721; B63B  13/00; B63B2035/446; F03D   7/048
423877922,AU20120313196,"Partially floating marine platform for offshore wind-power, bridges and marine buildings, and construction method","Disclosed are a partially floating marine platform for offshore wind-power, bridges and marine buildings and a construction method. The platform comprises at least one buoyancy tube disposed vertically and with a tapered base, the buoyancy tube being a hollow column; to the base thereof are added small-bore bored piles or small-bore driven piles fixed to the bedrock or the bearing stratum of the seabed and, together with the soil layer of the tapered base of the buoyancy tube, capable of supporting external forces. The buoyancy force of the buoyancy tube can counterbalance the weight of part of the building and transform a tilting load borne by the entire foundation into loads that vertically press down and pull up on a single buoyancy tube foundation, by means of a spatial structure of multiple buoyancy tubes. The platform is able to be cast in-situ or prefabricated onshore, assembled at coastal margins, and then towed to the installation location. The marine platform can be used in marine environments with more than 5 metres of soil layer on the sea bed and with a water depth of approximately 5 to 50 metres.",2012,E02D  23/00; F03D  13/25; F03D   9/00; E02D   5/22; E02D  25/00; Y02E  10/727; B63B2035/446; E02D  27/425; F05B2240/95; Y02B  10/30; B63B  35/44; E02B2017/0091
423903432,PT20100734270T,"CATAMARAN SHIP USED FOR ASSEMBLING, TRANSPORTING AND INSTALLING A MARINE WIND TURBINE ON THE SEAFLOOR",NULL,2010,F03D   1/00; B63B  35/003; F05B2240/932; F05B2240/95; B63B  35/00; F03D  13/10; F03D  13/40; F03D  13/25; B63B   9/06; Y02E  10/727; B63B  75/00
423924785,CN201410249653,Wind power and water power complementary seawater desalting device,"The invention belongs to wind power and water power complementary seawater desalting device. The wind power and water power complementary seawater desalting device is composed of a photovoltaic cell, an inverter controller, a storage battery, a total controller, draught fans, wind pumps, a pressurization cylinder, a piston in floating body, water wheels, water pumps, a chain, a sea-floor foundation, an oil tank, a power accumulator, variable hydraulic motors, a raw seawater tank, a dense PP cotton container, a preposed honeycomb activated carbon container, an ultradense PP cotton container, a pressure vessel reverse osmosis assembly and a postposed honeycomb activated carbon container. The wind power and water power complementary seawater desalting device has the special characteristics that power generated by a solar cell is sent to the storage battery through the inverter controller; the storage battery supplies power to a total controller through the inverter controller; kinetic energy of the wind power and the water power is acquired by using the oil pump and the piston, and then transmitted to the motor through an oil pipeline to output mechanical energy without generating power; and the motor directly drives a self-suction high pressure pump to purify the seawater into drinking water in five-level total efficiency. The wind power and water power complementary seawater desalting device has few conversion parts, high mechanical efficiency and reduced seawater desalting cost.",2014,Y02A  20/131; F03D   9/28; Y02A  20/144; Y02P  80/158; F03B  13/12; F03D   9/00; Y02E  10/72; Y02W  10/33; Y02A  20/141; C02F 103/08; C02F   9/02; Y02W  10/37
423958057,CN201420131465U,Floating type wave energy and wind energy comprehensive utilizing platform,"The utility model belongs to the field of the renewable energy technology and ocean equipment, and particularly relates to a floating type wave energy and wind energy comprehensive utilizing platform. The floating type wave energy and wind energy comprehensive utilizing platform comprises a floating type foundation, a wind turbine, swing plates, a damping plate, an anchor chain, guide rails, a rotating shaft and a generator. A floating type foundation body is connected with a grabbing anchor through the tension leg type anchor chain to be fixed to the seabed. The front swing plate and the back swing plate are symmetrically installed on the floating type foundation and face the incoming waves. The wind turbine and a tower rack are installed in the center of the floating type platform. The floating type wave energy and wind energy comprehensive utilizing platform is characterized in that the floating type platform faces the incoming waves, and the front swing plate and the back swing plate do reciprocating motion under the action of the waves to drive the generator to generate electricity complementary with the electricity generated by the wind turbine under the action of the wind. According to the floating type wave energy and wind energy comprehensive utilizing platform, the design of double guide rail fixing and synchronous working of the front swing plate and the back swing plate is adopted, the distance between the swing plates can be adjusted according to the wave conditions so that the stability of the floating type platform can be improved, and the floating type wave energy and wind energy comprehensive utilizing platform is suitable for deep water areas, high in reliability and easy to install and move.",2014,F03D   9/00; Y02E  10/725; F03B  13/14; Y02E  10/38; B63B  35/44; Y02E  10/727
423958059,CN201420305343U,Maritime semi-submersible floating type wind power generation platform,"The utility model discloses a maritime semi-submersible floating type wind power generation platform. The maritime semi-submersible floating type wind power generation platform comprises multiple wind power generators, wherein each wind power generator is arranged on a tower column which corresponds to the wind power generator, and each tower column is fixedly arranged on a draught fan supporting buoy which corresponds to the tower column; two adjacent tower columns are connected through a truss which is positioned above a sea surface, and a maritime platform is formed by mutual connection of all the trusses; supporting columns are arranged under the trusses and are fixedly arranged on truss supporting buoys, the truss supporting buoys and the draught fan supporting buoys are arranged in seawater in a submersing and floating way, and the draught fan supporting buoys are fixedly arranged at a seabed through an anchor system in a tensioning way. According to the maritime semi-submersible floating type wind power generation platform disclosed by the utility model, the wave effect is smaller; the swinging amplitude in sea waves is small, and the stability is high; the maritime semi-submersible floating type wind power generation platform can slowly wave in a certain range; the maritime semi-submersible floating type wind power generation platform can be applied to deep sea environment.",2014,B63B  35/44
423997744,CA20142867001,TROLLEY FOR A WEATHER MAINTENANCE SYSTEM FOR A WIND TURBINE MAINTENANCE PROGRAM,"A trolley for an all-weather maintenance system for an offshore wind turbine maintenance program includes a trolley for transporting a maintenance capsule for holding tools, parts and maintenance personnel to and from respective wind turbine towers, on a frame carrying the trolley for movements between the respective wind turbine towers and the maintenance vessel.",2014,B63B  27/32; B63C   9/06; B66B   9/187; B66C  13/02; B66C  23/18; B63B  27/30; F03D  13/20; F03D  13/25; B63B  23/00; B63B  23/28; B66C  23/207; E02B  17/0034; F03D  80/50; E02B2017/0091; B63B   9/00; B66F  11/00; E04H  12/00; B63B  27/10; B63C2009/035; E04G   3/28
424018167,EP20140801382,SYSTEM AND METHOD FOR CONTROLLING OFFSHORE FLOATING WIND TURBINE PLATFORMS,NULL,2014,Y02E  10/727; F03D   7/02; F03D  13/25; B63B  22/20; Y02E  10/721; B63B   1/107; Y02E  10/723; B63B  13/00; B63B2035/446; F03D   7/048; B63B  39/03; F05B2240/93; B63B  43/06
424020658,US201214363403,Movement inhibiting apparatus for floating offshore wind turbine and floating base used for offshore wind turbine,A movement inhibiting apparatus for a floating offshore wind turbine and a floating base with the apparatus. The movement inhibiting apparatus for the floating offshore wind turbine comprises at least one layer of an annular shake-reducing panel placed horizontally and surrounding the floating base. A plurality of shake-reducing fins is further arranged on the shake-reducing panel. The plurality of shake-reducing fins comprises a first set of shake-reducing fins arranged on one side of the shake-reducing panel and the shake-reducing fins of the first set are spaced apart vertically around the floating base. The movement inhibiting apparatus for the floating offshore wind turbine can effectively inhibit the movement of the floating wind turbine and is of low cost.,2012,B63B2035/442; B63B2039/067; F03D  13/20; F03D  13/25; F03D  13/22; B63B  35/44; Y02E  10/727; F03D  11/04; B63B  39/06; B63B2035/446; F05B2240/95; F05B2260/964
424035005,JP20130099441,FLOATING BODY STRUCTURE FOR WIND POWER GENERATION ON OCEAN,"PROBLEM TO BE SOLVED: To provide a floating body structure for wind power generation on the ocean, which suppresses a vibratory force caused by a wind power generator and which can reduce heaving caused by ocean waves.SOLUTION: A floating body structure 10 for being used as a foundation of a wind power generator 12 for wind power generation on the ocean includes a taut mooring rope 14 for tensioning and mooring the floating body structure 10 by connecting the center C of buoyancy of the floating body structure 10 and an anchor 34 together, and an oscillation attenuation mechanism 16 that is interposed between the floating body structure 10 and the taut mooring rope 14 to attenuate heaving of the floating body structure 10.",2013,B63B  35/44; B63B  35/00
424036460,JP20140171175,BUOYANCY STRUCTURE SYSTEM AND FLOATING TYPE OCEAN WIND GENERATOR SYSTEM,"PROBLEM TO BE SOLVED: To establish a system of a floating type ocean wind generator that shows a less amount of trouble and can be realized stably.SOLUTION: Application of a self-stable type vertical axis windmill in which a coupling between a horizontal blade and a vertical blade is carried out rotatably and flexibly enables such a system as one in which bad influence is not given to the windmill supporting body to be realized due to the fact that an eccentric weighting as found in a horizontal axis type windmill is not applied and a wind direction is not concerned. Further, in the case that the system is constructed under application of a flexible linkage mechanism in such a way that three windmills are arranged to form a triangle shape and multiplication form is carried out under a similar manner on the basis of this shape, a stable application can be carried out even in the case of a wind farm through many windmills. Further, a collaboration with fisheries can also be performed, a starting of float type wind farm can be performed in an early stage and this is effective as a future countermeasure against food crisis.",2014,F03D   9/30; F03D  11/04; Y02E  10/727; Y02E  10/74; F03D   9/00; F03D  80/00; Y02E  10/722
424089369,AU20130339570,Turbine comprising at least two hollow 3D wheels nested inside one another,"Firstly, the turbines direct the fluid tangentially through channels provided around a stationary hollow wheel and the jets are received in buckets in a rotating wheel surrounding the stationary wheel, operating on the Pelton wheel principle. This novel method can be used to construct turbine assemblies that can recover energy from moving fluids, like wind turbines and marine turbines, using a minimum capture surface and obtaining a maximum yield.",2013,F01D   1/02; F03B   3/12; F03B   3/18; F03D  80/70; F01D   1/026; F03D   1/0633; F05B2240/121; F03D   1/04; Y02E  10/721; F03D   1/0608; Y02E  10/223; F03B   1/00; F03D   1/06
424110152,EP20140195185,A turning device for turning a first mould part for manufacturing a wind turbine blade part relative to a second mould part,"A turning device (10) for turning a first mould part (81) for manufacturing a wind turbine blade part relative to a second mould part (83) is described. The turning device (10) comprises: a base part (12), a rotational part (14), which is rotational movable relative to the base part about a rotation axis (16), a first linear actuator (18) having a first end (19) and a second end (20), wherein the first end is attached to the base part, and the second end is attached to the rotational part at a first anchor point arranged on a first turning axis (21), and a second linear actuator (22a) having a first end (23) and a second end (24), wherein the first end is attached to the base part, and the second end is attached to the rotational part at a second anchor point arranged on a second turning axis (25). The first turning axis is arranged at a first distance (R 1 ) from the rotation axis such that the first turning axis during turning is moved along a first arc of circle about the rotation axis, and the second turning axis is arranged at a second distance (R 2 ) from the rotation axis such that the second turning axis (25) during turning is moved along a second arc of circle about the rotation axis, wherein the second distance (R 2 ) is different than the first distance (R 1 ).",2014,B29C  33/30; F03D   1/06; B29C  33/28; B29L2031/085; Y02E  10/721; F03D  13/10; B29L  31/08; B29C  65/48; B29C  65/80; Y02P  70/523
424131470,FR20140001471,EOLIENNE FLOTTANTE,"L'invention concerne une Èolienne flottante ‡ orientation passive sur ancrage mono-point, trouvant notamment une application ‡ la production d'Ènergie Èlectrique ‡ partir de l'Ènergie Èolienne produite en mer ou sur une Ètendue d'eau. L'Èolienne comprend un rotor 1 montÈ sur une nacelle 2 fixÈe en une premiËre extrÈmitÈ 3a d'un m‚t 3 supportÈ en sa deuxiËme extrÈmitÈ 3b par une structure flottante 4 comprenant trois ÈlÈments flottants 5, 6, 7. Le m‚t est reliÈ par sa deuxiËme extrÈmitÈ directement ‡ un premier ÈlÈment flottant 5, et indirectement aux deux autres ÈlÈments flottants 6, 7 par l'intermÈdiaire de deux bras de liaison 8, 9. L'Èolienne comprend un point d'ancrage unique 10 au niveau du premier ÈlÈment flottant. En utilisation, la structure flottante 4 s'oriente passivement de faÁon ‡ ce que le premier ÈlÈment flottant soit orientÈ au vent et les deux autres ÈlÈments flottants soient orientÈs sous le vent.",2014,B63B  38/00; B63B  21/50; F03D  13/25; B63B   1/107; B63B  35/44; B63B2021/505; F05B2240/93; Y02E  10/726; F03D  13/40; Y02E  10/727; B63B2001/128; B63B2035/446; F05B2240/2213; F05B2240/95
424155868,CN201410460091,Multi-mast rotating-type stack-up wind sail for ships,"The invention discloses a multi-mast rotating-type stack-up wind sail for ships. The wind sail comprises a mast component, a plurality of wind sail components and multiple pairs of cables. The mast component comprises multiple masts, and the masts are different in length and are sequentially fixed together in a stacked mode according to the length. The wind sail components are connected with the corresponding masts in a matched mode respectively. The cables are in a circular ring shape. One ends of the pairs of the cables are arranged on the corresponding masts in a sleeved mode respectively, and the pairs of cables are fixedly connected with the corresponding wind sail components at the same time. According to the multi-mast rotating-type stack-up wind sail for the ships, the masts different in length are arranged, the wind sail components are arranged on the masts, due to the fact that the larger the distance is from the sea level, the richer the wind energy is, the wind velocity gradient change on the sea is considered, a wind sail device designed according to the wind velocity gradient can fully utilize the wind energy of a higher space where the wind power is large and stable, the turbulence level of the air flow is small and interference factors are fewer, and thus ship stability is facilitated.",2014,B63B  15/00; B63H   9/06
424213989,CN201420237056U,Dynamic positioning type ocean buoy,"The utility model provides a dynamic positioning type ocean buoy which is suitable for distant sea and other regions where buoys cannot be fixed. The dynamic positioning type ocean buoy is characterized by comprising a satellite signal receiving and transmitting antenna, a wind speed and direction tester, a wind power generation device, a meteorological parameter sensor, a solar cell panel, a buoy body, positioning propellers, a dynamic positioning control device, hydrological test sensors and the like. The positioning propellers are installed on the lower portion of the buoy body and evenly distributed in the four corners, and complete dynamic positioning and self-sailing motion under the control effect of a signal processing device, and the signal processing device collects acquired meteorological and hydrological information and transmits the meteorological and hydrological information by transmitting satellite signals through the satellite signal receiving and transmitting antenna. Compared with an existing traditional buoy, the placement region of the ocean buoy is widened, and usage limitation is reduced.",2014,B63B  22/18
424221191,CN201420383915U,Corrosion monitoring device of steel structural wind tower of offshore wind plant,"The utility model provides a corrosion monitoring device of a steel structural wind tower of an offshore wind plant, and relates to corrosion monitoring of steel structures. The corrosion monitoring device comprises a monitoring sensing unit, a signal amplifying unit, a signal comparison unit and an alarming unit; the monitoring sensing unit is equipped with a positive pole, and the steel structural wind tower which serves as a negative pole; the signal amplifying unit is used for processing and continuously acquiring capacitance of the monitoring sensing unit and outputting voltage; the signal comparison unit is used for performing a comparison between the output voltage of the signal amplifying unit and the set voltage and then outputting stable voltage according to the comparison result; the alarming unit is used for alarming that the corrosion level of a monitoring area reaches certain grade; the monitoring sensing unit, the signal amplifying unit, the signal comparison unit and the alarming unit are connected in sequence; the positive pole is connected with the inverting input end of the signal amplifying unit; the steel structural wind tower is connected with the output end of the signal amplifying unit; the output end of the signal amplifying unit is connected with the in-phase input end of the signal comparison unit; the output end of the signal comparison unit is connected with the input end of the alarming unit. With the adoption of the corrosion monitoring device, reliable corrosion alarming can be realized.",2014,G01N  17/02; F03D  11/00
424236785,GB20140018701,Floating and submersible platform,"A self installing offshore platform 1, designed for use in the sea as a substation for offshore wind parks but also usable in oil and gas recovery, of the type that includes multiple lower pontoons 5 arranged in a spaced relation or connected, e.g. in a ring, and at least three columns 10 mounted in the lower end regions thereof to the pontoons 5 and mounted in the upper end regions thereof to a platform deck structure 15. A ratio of the volume of pontoons 5 to the volume of columns is in the range of 0.8 to 1.5.",2013,B63B2035/446; B63B  35/44; B63B2035/4433; B63B2035/4473; E02B  17/02
424237560,DK20100771852T,FLYDENDE VINDMÿLLE,NULL,2010,F03D  13/25; F05B2220/7066; Y02E  10/74; F03D   3/005; F05B2240/301; F05B2220/7068; F05B2240/61; F05B2260/90; F05B2240/95; F03D   3/00; Y02E  10/727; F05B2240/93; F05B2260/85; F03D  11/04; F05B2240/212
424239762,ES20110730778T,Dispositivo elevador y mÈtodo para colocar un objeto poco manejable,"Dispositivo elevador configurado para posicionar de manera autÛnoma un objeto poco manejable de manera que dicho objeto se puede montar sobre una estructura alta, donde el dispositivo elevador (1) comprende una estructura de barra (2) con un eje longitudinal, caracterizado por el hecho de que el dispositivo elevador es provisto adem·s de un dispositivo de posicionamiento (4) que es conectado de forma desplazable a la estructura de barra, donde la estructura de barra es provista de medio de guÌa (2c) para guiar el dispositivo de posicionamiento a lo largo del eje longitudinal y donde el dispositivo de posicionamiento es provisto de una estructura de desplazamiento (4a) cooperante con el medio de guÌa (2c) y una estructura de montaje (4f) para montar de manera extraÌble el objeto poco manejable en el dispositivo de posicionamiento donde la estructura de barra (2) y estructura de desplazamiento (4a) del dispositivo de posicionamiento (4) forman un ensamblaje para posicionar de forma aproximada la estructura de montaje (4f) con respecto a la alta estructura y donde el dispositivo de posicionamiento (4) es adem·s provisto de medios adicionales (4d; 4e) para posicionar con precisiÛn el objeto con respecto a la alta estructura.",2011,B66C   1/108; F03D  13/10; B66C  23/00; B66C  23/185; B66C  23/56; F05B2230/61; Y02P  70/523; Y10T  29/49316; Y02E  10/727; E02D  27/425; F05B2240/95; B66C  13/08; E02B  17/00; E02D  27/42; F03D   1/00; B66C  17/00; Y02E  10/726; B66C  23/18; B66C  23/58
424289389,KR20147022498,SHIP FOR INSTALLING OFFSHORE WIND TURBINE AND METHOD FOR INSTALLING OFFSHORE WIND TURBINE,"? ??? ? (10) ?, ?? (13), ?? (14) ? ?? ?? (15) ? ??? ?? (11) ? ??? ???? ?? ?? ???? ????, ?? ?? ?? ??? ?? ??? ?? ?? ?? ?? (11) ? ???? ?? ???? ??? ? (10) ???, ?? ?? (13) ? ???? ?????? ????, ?? ?? (11) ? ??? ???? ?? ?? ??? (21) ? ??, ??? ?? ?? (13) ? ??? ??? (22) ? ?????? ????, ?? ?? (11) ? ?? ??? ?? ?? ??? (23) ? ?? ?? ??? ??? (24, 25) ? ???? ??.",2013,E02B2017/0039; F05B2230/6102; Y02E  10/727; F03D  13/10; F03D  13/20; F03D  13/40; B63B  21/50; B63B  27/10; F03D  13/25; Y02P  70/523; B63B  35/00; E02B2017/0091; F03D  11/04; F05B2240/95; B63B  35/003; B63B  35/44; E02B2017/0043
424293366,KR20130034461,Floating Crane for Installation Offshore Wind Tower,"The present invention relates to a marine crane for the installation of a tower for wind power generation and an installation method for the tower using the same. More specifically, the present invention relates to the marine crane which facilitates the easy installation of the tower on a basic structure installed in the sea without using a big special crane in the sea, and the method which uses the marine crane. According to the present invention, the tower, which has been assembled on the ground, can be installed on the basic structure installed in the sea without using a big special crane, and the wind power generation efficiency can be maximized as the height of the tower, which is installed in the sea, can be more heightened. In addition, the working hours for the installation of the tower and the installation costs are reduced as the installation is carried out stably and easily.",2013,B66C  23/185; B66C  23/52; F03D  11/04; F03D  13/25; B66C   1/62; B66C   1/66
424310713,KR20140084905,UNCONFINED COMPRESSION TEST DEVICE FOR OFFSHORE WIND POWER SUBSTRUCTURE AVAILABLE ECCENTRIC LOAD LOADING,"The present invention relates to a uniaxial compressive test device for an offshore wind power substructure capable of carrying an eccentric load that can apply a load along an axis and simultaneously move the load in left and right directions when carrying out a test to evaluate the stability of the offshore wind power substructure, so that the offshore wind power substructure is moved to coincide with the reality against confining pressure according to the movement of the ground.",2014,G01N   3/08; E02D  33/00; G01N2203/0037; G01N2203/0019; G01L   1/20
424314869,KR20130111427,METHOD FOR CONSTRUCTING BLADES OF OFFSHORE WIND POWER GENERATOR ECONOMICALLY AND WIND POWER GENERATOR CONSTRUCTED USING THE METHOD,"The present invention relates to a method for installing blades for an offshore wind power generator and, more specifically, as to installing the offshore wind power generator requiring for marine construction absolutely affected by marine weather, to a method for installing blades, capable of shortening an assembling time on the sea and achieving economical construction by assembling the blades on land and installing the blades to the offshore wind power generator. The method for installing the blades of the offshore wind power generator including a plurality of blades, a hub to which the blades are radially connected, a nacelle having a generator, to which the hub is rotatably connected, for generating electric energy by rotation of the hub, and a support structure having an upper end connected to the nacelle and protruding to the surface of the sea and a lower end fixed to the submarine ground includes a first step of assembling the blades and the hub on land; transporting the assembled blades and hub to a dock at which a barge is anchored; loading the assembled blades and hub on the barge; transporting the barge to the sea area in which the nacelle and the support structure are installed; and installing the assembled blades and hub to the nacelle by a crane.",2013,B66C  23/18; F05B2230/50; F03D  13/40; F03D  11/00; F05B2240/95
424315063,KR20130111428,OFFSHORE WIND POWER GENERATION FACILITY FOR PREVENTING SALT DAMAGE AND DOORWAY THEREOF,"The present invention relates to an offshore wind power generation facility with chloride attack prevention, a method, and a doorway of a tower thereof. More specifically, the present invention relates to an offshore wind power generation capable of maintaining high pressure therein relative to the atmospheric pressure of the chloride attack prevention, and a doorway having a door installed to a tower in which a user can safely open or close the door. External marine air containing chloride does not flow to the offshore wind power generation facility, thereby preventing internal parts from being corroded. The inside of the offshore wind power generation facility is maintained higher than the atmospheric pressure, thereby preventing the door from being abruptly opened due to the pressure difference between the inner pressure and the atmospheric pressure.",2013,F03D  80/00; Y02E  10/727; F05B2260/64; F03D  11/00; F05B2240/95; F03D  11/04
424316319,KR20130120719,GUIDE DEVICE FOR INSTALLING WIND TOWER,"A guide device for installing a wind tower is disclosed. According to an aspect of the present invention, the guide device includes: a plurality of guide rails which are spaced along the inner periphery of a tower block; and a plurality of guide blocks which are spaced along the outer periphery of a support frame pre-installed in a substructure to correspond to the guide rails, wherein each guide rail is extended in the longitudinal direction and disposed vertically on the inner surface of the tower blocks. Each guide block includes a main frame which is fixed and attached to the support frame, a sliding pin which includes a hinge shaft and is rotatably mounted on the main frame to contact the guide rail, and an elastic support unit which is mounted on the main frame to elastically support the sliding pin.",2013,F03D  11/04; F05B2230/50; F05B2240/95; F03D  11/00
424405859,EA20130090213,SYSTEM AND METHOD FOR GENERATING ELECTRICAL POWER FROM A FLOWING CURRENT OF FLUID,"A helical turbine is operatively connected to at least one generator system for generating electrical power. System performance is optimized by controlling the operative angle between the longitudinal axis of the turbine and the direction of the current flow and by controlling a pitch ratio of the turbine. A pair of turbines, arranged in V-shape, each at the operative angle from a neutral centerline, provides symmetry and counteracts reactive torque. For wind operations, the V-shape is freely rotatable into the wind. For bi-directional tidal operations, the V-shape is part of a buoyant structure, positioned in the current and anchored to the floor. The structure is fit with control surfaces to ensure the system orientation. In unidirectional currents, one or more turbines can be angled downwardly into the current at the operative angle, elevators ensuring the angle is maintained.",2011,E02B   9/08; F05B2240/97; F03B  13/22; F05B2240/243; F03B  17/06; F05B2240/40; Y02E  10/721; F03B  13/10; F05B2210/16; Y02E  10/38; F03B  13/12; F03B  13/264; F03B  17/061; F05B2250/25; Y02E  10/28
424455048,EP20140197149,Wind power generator,"A wind power generator includes: a tower 4 disposed onshore or offshore and configured to be a supporting pillar of a power generator 7, a nacelle 3 disposed on the tower 4 and including the power generator 7 inside thereof; a rotor disposed at one end of the nacelle 3 and including a hub 2 and a blade 1 configured to receive wind and convert the wind to rotational energy. A yaw driving unit disposed at a connecting portion between the tower 4 and the nacelle 3 and configured to control positions of the nacelle 3 and rotor with respect to the tower 4 is provided, and the yaw driving unit includes a releasing unit configured to release yaw drive force from being transmitted.",2014,F03D   1/02; F05B2260/4031; Y02E  10/727; Y02E  10/723; F03D  80/88; F03D   7/02; F03D   7/0204; F03D  13/25; F03D  15/00; F03D  15/10
424467539,DE20132010214U,Flanschverbindung an einer Offshore-Struktur,"Flanschverbindung (1) an einer Offshore-Struktur umfassend ein erstes unteres Anschlussprofil (2) und ein mit dem ersten unteren Anschlussprofil (2) verbundenes zweites oberes Anschlussprofil (3), wobei das erste untere und das zweite obere Anschlussprofil (2, 3) sich jeweils ¸ber einen Flansch (2a, 3a) gegeneinander abst¸tzen, die Flansche (2a, 3a) jeweils fluchtend zueinander ausgerichtete Durchgriffsˆffnungen (4) aufweisen und die Durchgriffsˆffnungen (4) der Flansche (2a, 3a) von Bolzen, Gewindebolzen oder Schrauben oder dergleichen durchsetzt sind, wobei das erste untere Anschlussprofil (2) und/oder das zweite obere Anschlussprofil (3) wenigstens eine umlaufende Manschette aufweisen, die eine Stoflfuge (5) zwischen den Flanschen (2a, 3a) auflen verdeckt und die einen an die Stoflfuge (5) angrenzenden Ringraum (13) bildet, der ¸ber wenigstens eine Drainageˆffnung eine selbstt‰tige Entw‰sserung in Gewichtskraftrichtung zul‰sst.",2013,E02B2017/0091; E04B   1/38; E04B   1/58; E04H  12/22; F03D  11/04; E04H  12/085; F16L  23/02
424509912,EP20140197469,Connector assembly for affixing two tubular members,"The invention relates to a connector assembly (1) for affixing an upper tubular member (2) to a lower tubular member (12) in an upright configuration, and also to a bladed fluid flow electrical generator comprising such a connector assembly. The connector assembly (1) comprises a first connector portion (20) having a ring (24) with a first mounting portion (17) and a second connector portion having a collar (26) with a second mounting portion (19). One mounting portion is for affixing to an upper end (3) of the lower tubular member and the other is for affixing to a lower end (7) of the upper tubular member. The ring extends around a ring axis (28) and comprises a radially outwardly directed flange (40). The collar extends around a collar axis (30) and has a clamping portion (45) with a plurality of clamping modules (34). A lip (44) extends radially inwardly from the clamping portion which has an opening (32) for receiving the ring in a substantially coaxial orientation with the flange (40) in abutting contact with the lip (44). The clamping portion has a plurality of radially extending apertures (68) that are spaced apart from each other around a circumference of the clamping portion. Each clamping module comprises a housing (50), a clamping member (36) and a clamping actuator (33), the clamping member being movably held within the housing and being configured to drive the clamping member. Each housing (50) is separately affixed to the clamping portion (45) of the collar at a corresponding aperture (68) so that when the clamping members (36) are driven by the clamping actuators (33), the clamping members move radially inwards through the apertures towards the ring (24) to clamp the flange (40) between the lip (44) and the clamping members (36) to secure the ring within the collar.",2014,F16B   2/14; E04H  12/08; F03D  13/22; F16L  23/02; E02D  27/42; E04H  12/085; F05B2240/95; F16B   7/04; Y02E  10/727; E02D  27/52; F05B2260/30; F16L  21/08; F16L  23/036; F03D  13/25
424539917,EP20140250119,OFFSHORE WIND TURBINE,"The generation of electricity is described, using an offshore wind turbine. A generating sub-assembly ( 101 ) is supported by support mechanism ( 103 ) upon a support structure ( 102 ). The generating sub-assembly has a wind-responsive turbine and an electrical generator. The support structure includes a buoyancy portion ( 106 ) for submersion in water and a mast portion ( 108 ) extending from said buoyancy portion to extend the generating sub-assembly above the waterline. The support structure is buoyant and is free to roll when floating in water and the support mechanism is hinged to allow the generating sub-assembly to maintain an operational angle during the rolling of the support structure.",2014,B63B  39/00; F03D   1/06; F03D  80/00; F05B2240/97; Y02E  10/727; F03D  13/20; F03D  13/25; F03D   7/0204; B63B2017/0072; F03D   1/00; F05B2240/93; B63B  35/44; B63B  39/02; F03D   9/25; F05B2250/411; F05B2240/95; B63B2035/446; Y02E  10/721
424541491,CA20142866999,MAINTENANCE SYSTEM WITH A CARGO ELEVATOR FOR A WIND TURBINE MAINTENANCE PROGRAM,"A maintenance system with a cargo elevator for transporting tools and/or parts for delivery to or reception from a nacelle on a wind turbine tower, the maintenance system having cargo elevator guide tracks extending vertically on the wind turbine tower and a movable cargo elevator tower for cooperating with the cargo elevator guide tracks to move the cargo elevator along the guide tracks.",2014,B66C  23/207; F03D  80/50; B63B  23/00; B63C2009/035; E04H  12/00; B63B  23/28; B66B   9/00; E02B2017/0091; B63B  27/32; B63C   9/06; B66B   9/187; B66C  13/02; B66F  11/00; F03D  13/20; F03D  13/25; E02B  17/0034; E04G   3/28; B63B  27/10; B63B  27/30; B66C  23/18
424541493,CA20142867025,"CONTAINERS FOR WEATHER MAINTENANCE SYSTEMS FOR OFFSHORE WIND TURBINE MAINTENANCE PROGRAMS, AND MAINTENANCE VESSELS FOR TRANSPORTING CAPSULES INCLUDING SUCH CONTAINERS","A capsule with a container for an all-weather maintenance system for an offshore wind turbine maintenance program, where the maintenance capsule for transporting tools, parts and maintenance personnel to and from respective wind turbine towers, and a maintenance vessel with a capsule support apparatus for transporting capsules supported on board by the capsule support apparatus to and from respective wind turbine towers.",2014,B63B  27/32; B63C   9/06; B66B   9/187; B63B  23/00; B63C2009/035; E04H  12/00; B63B  27/10; B66C  13/02; B66F  11/00; F03D  13/20; F03D  13/25; B63B  27/30; B66C  23/18; B66C  23/207; F03D  80/50; E02B  17/0034; E04G   3/28; B63B  23/28; B66B   9/00; E02B2017/0091
424598169,US201214122537,Mobile barge and method of operation of mobile barge,"A vessel comprising a primary platform (1003) moveably connected to a secondary platform (1029) by one or more legs (1007, 1009, 1011, 1013) is disclosed. The primary and secondary platform (1003, 1029) are moveable along the legs, wherein the secondary platform is moveable independently from the primary platform. The invention has particular application in the repair maintenance, and construction of wind turbines.",2012,B63B  35/003; B63B  35/28; E02B  17/00; B63B  35/4406; E02B  17/021; F03D   1/00; B63B  35/44; E02B  17/02; F05B2240/95; Y10T  29/49718; Y02E  10/727; B63B  35/00; E02B2017/006; F03D  13/10; F03D  13/40; E02B  17/0034
424604018,US201314376050,"Foundation structure of an offshore plant, in particular an offshore wind turbine, which foundation structure is to be installed at a low noise level, and installation method therefor","A foundation structure of an offshore plant, such as a wind turbine, comprising at least one foundation element that can be anchored to the seabed without a gravity foundation and without a floating foundation and a support structure fastened thereto for fixing the offshore plant. The foundation element is a pile that can be inserted into the seabed by means of drilling and/or by means of vibratory driving, can be fixed in the seabed by means of an organic and/or inorganic material, and is oriented at an angle from a vertical on the seabed. A method of installing the foundation structure on a seabed includes first anchoring the coupling element by means of piles inserted into the seabed and then connecting the support structure to the coupling element.",2013,E02D  27/425; E02D  27/52; E02D  27/12; E02D  27/525; E02D  27/42; E02D  29/06; E02D  29/09
424632479,NL20111038695,DRIJFLICHAMEN VOOR VERTICALE GENERATOR.,NULL,2011,F05B2240/93; B63B  35/44; B63B2035/446; Y02E  10/727; F03D  11/04; F03D  13/25
424678952,CN201420216912U,Offshore wind turbine lifting equipment,"The utility model discloses offshore wind turbine lifting equipment, and belongs to the technical field of ocean engineering. The offshore wind turbine lifting equipment comprises rollers, hydraulic motors, a lifting arm, a ship body, rotating rods, hydraulic cylinders, floating bodies and a hydraulic system, wherein the lifting arm and the hydraulic system are arranged on the ship body; the two hydraulic motors are arranged on the lifting arm; each roller is arranged on the corresponding hydraulic motor; a pair of rotating rods are respectively arranged at two ends of the ship body through hinges; each hydraulic cylinder is arranged between every corresponding two rotating rods; each floating body is arranged at the tail end of the corresponding rotating rod; each floating body is of an inflatable structure; the volume of each floating body can be expanded by 10 times; each rotating rod is of a square steel structure. The offshore wind turbine lifting equipment is a fixed lifting machine, and a steel wire rope is omitted, so that the stability is high and the positioning is accurate.",2014,B63B  27/10
424678984,CN201420354322U,Berthing device for maintenance ship of offshore wind plant,"The utility model discloses a berthing device for a maintenance ship of an offshore wind plant. The berthing device comprises a mounting base, wherein two bidirectional telescopic shock absorbers are respectively connected to the mounting base through first cross connectors; each bidirectional telescopic shock absorber comprises a cylinder barrel and a piston rod which can stretch in each cylinder barrel; the other end of each of the two bidirectional telescopic shock absorbers is connected with a berthing main body through a second cross joint; a fixed shaft is mounted at the middle portion of the head of a ship hull; a bush is fixedly mounted at the middle portion of the berthing main body; a matching surface is arranged on the inner side of the berthing main body; a rubber mat is arranged on the matching surface. The berthing device has the benefits of simple structure, simple connection and convenience for part disassembly; the maintenance ship is enabled to be quickly and accurately berthed or unberthed from a wind power tower foundation; during berthing, the pitching and the rolling of the ship are allowed and the heave height of a bow part is relieved to a certain degree, so that the safety, boarding or leaving from the wind power tower foundation, of maintenance personnel, is greatly guaranteed, and the safety of persons in the construction operation of the offshore wind plant is improved to a great degree. The berthing device is particularly suitable for short-time berthing.",2014,B63B  59/00; B63B  39/00
424679052,CN201420485183U,Beacon vessel with power generation function,"A beacon vessel with a power generation function comprises a beacon vessel body, wherein a hydroelectric generation device, a wind power generation device and a solar power generation device are installed on the beacon vessel body, the hydroelectric generation device, the wind power generation device and the solar power generation device are connected with a main electric control cabinet through cables respectively and then connected with external cables, a hydro-generator is installed in the hydroelectric generation device and located in the middle of the beacon vessel body, a movable iron core of the hydro-generator is connected with an impeller shaft, multiple impeller blades are installed on the impeller shaft, the longitudinal section of each impeller blade is V-shaped, and the area of the longitudinal section of each impeller blade becomes larger gradually from the axis to the outside. The beacon vessel with the power generation function can solve the power generation problem of beacon vessels, power can be generated by means of hydraulic power, natural wind and solar energy in the environment where the beacon vessel is located to be supplied to a beacon light or merged into an external power grid for public use, and then energy is saved.",2014,Y02T  70/58; B63H  13/00; F03D   9/00; Y02E  10/725
424686875,CN201420393869U,Used tire and concrete block combined scour protection equipment,"The utility model discloses used tire and concrete block combined scour protection equipment comprising a plurality of used tires, intra-tire concrete blocks and extra-tire concrete blocks. The used tires are in a matrix distribution; the used tires in rows and columns are serially connected in rows; the extra-tire concrete blocks are arranged at centers of four adjacent areas which are in square form and which are composed of the used tires; the extra-tire concrete blocks are connected with four used tires through connecting lines, and the four used tires adjacent to the extra-tire concrete blocks are arranged in a square form; the intra-tire concrete blocks are arranged at the centers of the used tires correspondingly; the intra-tire concrete blocks are connected with the corresponding used tires through connecting lines. The used tire and concrete block combined scour protection equipment has the advantages that the used tires and the concrete blocks are combined to form a protective structure, the offshore construction requirement for quick layout can be met, self-weight of the protective structure is reduced to facilitate transportation and laying, initial structural stability is enhanced, construction safety is guaranteed, and the proactive structure is green and is suitable for oil platforms and wind turbines in offshore shallow waters.",2014,E02D  27/52; E02B   3/26; Y02A  30/36
424693730,CN201420422650U,Floating combined wind power generator set,"The utility model discloses a floating combined wind power generator set. The floating combined wind power generator set comprises a plurality of central floating bodies and a plurality of wind power generator set bodies. The central floating bodies are fixedly connected with towers, and the wind power generator set bodies are installed on the tops of the towers. A supporting floating body is fixedly connected between every two adjacent central floating bodies and comprises a plurality of sections which are connected through universal joints. According to the floating combined wind power generator set, the multiple generator set bodies can operate at the same time on one combined floating body, and therefore the utilization ratio of wind power is increased. In addition, due to the universal joints, influence between units formed by the central floating bodies and the generator set bodies is small, and the generator set bodies can operate stably. Compared with single generator sets, as a whole, the floating combined wind power generator set is more stable and more convenient to transport, install and construct.",2014,Y02E  10/725; F03D  11/04; B63B  35/00; F03D   9/00
424693742,CN201420318981U,High-altitude wind power generation system,"The utility model provides a high-altitude wind power generation system. The high-altitude wind power generation system comprises a vertical-axis wind power generator, wherein a buoyancy body which is used for dragging the vertical-axis wind power generator to float in the air is arranged above the vertical-axis wind power generator; power transmission conducting wires led out of an output terminal of the vertical-axis wind power generator are connected to a power storage system arranged on the ground; the center of gravity of the high-altitude wind power generation system is located on the straight line, where a rotary shaft of generator blades is located, and is located at the lower half part of the vertical-axis wind power generator. The power generation system has the advantage that strong power generating power can be obtained under the conditions of very low construction cost as well as a relatively small construction site.",2014,Y02E  10/74; F03D   3/00; F03D  11/00; F03D   9/02
424693764,CN201420411824U,Offshore wind power unit engine room cooling device,"The utility model discloses a offshore wind power unit engine room cooling device, which comprises an inner-outer circulation heat exchanging structure which is arranged in a wind generation unit engine room cover, wherein the inner-outer circulation heat exchanging structure comprises a heat exchanging core body, an inner circulation air duct, an inner circulation fan, an outer circulation air duct and an outer circulation fan, the inner circulation fan is matched with the inner circulation air duct, the outer circulation fan is matched with the outer circulation air duct, the middle of the inner and the outer circulation air ducts are connected through heat exchanging core body, an inlet and an outlet of the inner circulation air duct are arranged in the wind generation unit engine room cover to be communicated with the internal air, an inlet and an outlet of the outer circulation air duct are connected on the wind generation unit engine room cover to be communicated with the external air. The offshore wind power unit engine room cooling device offshore wind power unit engine room cooling device guides cold air of external environment and hot air in an engine room into the heat exchanging core body through actions of the circulation fans under the situation that the sealing of the engine room is not damaged, achieves heat exchange of cold and hot air flow, and reduces environment temperature in the engine room, thereby effectively guaranteeing normal operation of generation units.",2014,F03D  11/00
424693770,CN201420296419U,Manpower-driven metal pole capable of inclining and lifting,"The utility model relates to a manpower-driven metal pole capable of inclining and lifting. The manpower-driven metal pole consists of steel wire ropes, a fixed rotating shaft, a base, a base fixing plate, a fan fixing flange plate, reinforcing ribs, retaining nuts, a pole fixing flange, fixed ground anchors and a pole, wherein the fixed rotating shaft is welded on the base of the pole, and the fixed rotating shaft is also welded on one section of the lower end; the inclining and lifting of the pole around the rotating shaft are realized when the base is connected with the joint of one section of the lower end through the fixed rotating shaft. The pole is mounted in a sectional type, and is simple in structure, light in weight, simple to mount and convenient to disassemble.",2014,F03D  11/04
424693774,CN201420366957U,Overturning resisting foundation ring structure of fan,"The utility model relates to an overturning resisting foundation ring structure of a fan and aims to provide the overturning resisting foundation ring structure of the fan. By using the foundation ring structure, the integral and local overturning performances of a fan foundation are improved. The technical scheme provided by the utility model is that the foundation ring structure is fixed on a foundation and comprises a foundation ring, an expanding base plate, wing plates and support rods, wherein the lower end of the foundation ring is connected with the expanding base plate in a welding mode; the wing plates are welded between the lower part of the foundation ring and the expanding base plate; a plurality of bolt holes are formed in the expanding base plate; the expanding base plate is supported on the foundation through the support rods; prebored holes are drilled in positions, corresponding to the bolt holes of the expanding base plates, on the foundation; a pre-stressed anchor bar is mounted in each bolt hole; the upper end of each anchor bar is connected with the expanding base plate through a bolt anchor head; the lower end of each anchor bar is connected with the foundation through mortar poured in the pre-bored hole; the foundation ring, the expanding base plate, the wing plates and the support rods are jointly poured in a concrete foundation; the upper part of the foundation ring is exposed out of the top of the concrete foundation.",2014,F03D  11/04; E02D  27/42; E02D   5/80
424712000,CN201420432152U,Medium-voltage gas insulated metal enclosed switchgear compartment applied to offshore wind power,"The utility model provides a medium-voltage gas insulated metal enclosed switchgear compartment applied to offshore wind power. The medium-voltage gas insulated metal enclosed switchgear compartment comprises a box body; a medium-voltage gas insulated metal enclosed switchgear, an anti-corrosion dehumidifier, a medium-voltage switchgear control panel and an anti-corrosion air conditioner are arranged in the box body; the box body is provided with an electricity inlet and an electricity outlet; the electricity inlet is electrically connected with the input end of the medium-voltage gas insulated metal enclosed switchgear; and the output end of the medium-voltage gas insulated metal enclosed switchgear is electrically connected with the anti-corrosion dehumidifier, the medium-voltage switchgear control panel, the anti-corrosion air conditioner and the electricity outlet respectively. Main components are combined and modularized, and are installed in a container, the electricity outlet is in movable plugging connection with a high-voltage cable, and one-step and looped network power supply can be realized; and the medium-voltage switchgear control panel is connected with a network through a line pipe and a data line, so that control and detection of conditions inside the compartment can be realized.",2014,H02B  13/035
424737058,CN201420295658U,Conveyor belt type wind power hydraulic engine,"The utility model relates to a fluid acting machine, in particular to a conveyor belt type wind power hydraulic engine for converting wind power, water flow kinetic energy, ocean tide power and the like into mechanical power. The conveyor belt type wind power hydraulic engine is characterized by comprising a rack (1), two rollers (5) and a conveyor belt (2); the two rollers are distributed at the two ends of the rack respectively and are sleeved with the conveyor belt; pressure bearing bags are evenly distributed on the conveyor belt; the pressure bearing bags are unfolded on the incident flow face of the conveyor belt; the pressure bearing bags are attached to the surface of the conveyor belt on the backflow face of the conveyor belt. The backflow face not acting does not bear pressure of fluid, and the pressure bearing bags are attached to the surface of the conveyor belt, so that resistance is reduced to the maximum extent, multiple conveyor belt type wind power hydraulic engines can be combined for arrangement, and the conveyor belt type wind power hydraulic engine has the advantages of being simple in structure, high in system power, high in acting efficiency and resistant to strong wind.",2014,F03D   5/02; F03B   9/00; Y02E  10/20; Y02E  10/70
424737062,CN201420383789U,Offshore wind generating set safety protection device,"The utility model provides an offshore wind generating set safety protection device which comprises a main controller PLC, a first safety relay, a second safety relay, a first-stage safety protection contact and a second-stage safety protection contact. The input end of the first safety relay is connected with the first-stage safety protection contact in series. The input end of the second safety relay is connected with the second-stage safety protection contact in series. The second safety protection contact comprises an excessively-large vibration alarm contact which is provided with a bypass circuit. An EFC emergency feathering relay contact and a typhoon mode relay contact are arranged on the bypass circuit. According to the technical scheme, the offshore wind generating set safety protection device has the advantages that it can be ensured that the excessively-large vibration alarm contact keeps not triggering the safety protection device during a typhoon; the safety protection device enters the typhoon mode and protects a draught fan, and the draught fan is prevented from being seriously damaged during the typhoon.",2014,F03D   7/00; F03D  11/00; Y02E  10/723
424737096,CN201420379964U,Mountable self-supporting pre-stressed concrete steel combined tower of wind power generating unit,"The utility model belongs to a mountable self-supporting pre-stressed concrete steel combined tower of a wind power generating unit. The tower comprises a fan foundation and a steel tower drum section arranged on the fan foundation, and further comprises a precast concrete tower drum section and a precast concrete translation section, and the fan foundation, the precast concrete tower drum section, the precast concrete translation section and the steel tower drum section are sequentially connected from bottom to top through pre-stressing anchorage cables. By means of the mountable self-supporting pre-stressed concrete steel combined tower of the wind power generating unit, the tower used for the wind power generating unit is divided into a concrete portion and a steel portion, the concrete portion and the steel portion are connected through the precast concrete translation section, then concrete is in a pre-stressed state due to tensioning of the pre-stressing anchorage cables in the tower and outside the tower, meanwhile the concrete tower drum section is divided into multiple sections according to actual engineering, and the concrete tower drum section is precast and spliced in the mode that ring pieces, ring sections and the sections are sequentially arranged. The tower has the advantages of being good in quality, low in manufacturing cost, simple in construction method, high in construction speed, convenient to overhaul and the like.",2014,Y02P  70/523; F03D  11/04
424737098,CN201420380042U,Prestressed concrete and steel conversion section for steel and concrete combined tower,"The utility model belongs to a prestressed concrete and steel conversion section for a steel and concrete combined tower. The concrete and steel conversion section is a big-end-down conical ring section. Longitudinal sleeves extending from top to bottom are evenly embedded in the concrete and steel conversion section in the circumferential direction of the concrete and steel conversion section. Anchoring anchor bolts with the tops exposed are embedded in the inner sides of the longitudinal sleeves. By means of the prestressed concrete and steel conversion section for the steel and concrete combined tower, it can be ensured that a steel section and a concrete section of the mixed tower are effectively combined, it is ensured that loads on steel and concrete tower sections are uniformly transmitted, exertion of prestress of the concrete section of the tower is ensured, and meanwhile prestress loss is reduced.",2014,F03D  11/04
424763201,CN201410392960,Self-propelled and self-elevating wind power transportation and installation ship and installing method of wind turbine units,"The invention belongs to the field of oceanographic engineering and particularly relates to a self-propelled and self-elevating wind power transportation and installation ship. The self-propelled and self-elevating wind power transportation and installation ship comprises a hull, a cantilever beam, pile legs and a gear and rack lifting system. A plurality of wind turbine unit fixing bases are arranged on a deck of the hull along the longitudinal central axis, four trunks are arranged on the left side and the right side of the hull, a pile fixing frame is installed above each trunk, one pile leg is arranged in each trunk, penetrates through the corresponding pile fixing frame and the corresponding trunk and extends downwards, and racks are arranged on the front side and the rear side of each pile body; the cantilever beam is fixed to two pile fixing frames and provided with a longitudinal sliding device, and the longitudinal sliding device comprises a longitudinal sliding base and longitudinal sliding guide rails; four transverse sliding devices are installed in parallel between the two longitudinal sliding guide rails, each transverse sliding device comprises two transverse sliding devices, and a set of clamping claws is fixed to the tail end of each transverse sliding guide rail. The self-propelled and self-elevating wind power transportation and installation ship can independently finish wharf loading and transporting operation and installing operation in an appointed sea area for wind turbine units.",2014,B63B  27/16; Y02E  10/727; B63B  35/00
424806550,CN201410517735,Hollow abutment foundation with pile caps and construction method of hollow abutment foundation,"The invention discloses a hollow abutment foundation with pile caps. The hollow abutment foundation comprises multiple foundation piles (11), multiple box beams (14) and a tower cylinder foundation ring (13), wherein the pile caps (12) are formed in the top ends of the foundation piles in a pouring way, the box beams are radially and fixedly arranged at the periphery of the tower cylinder foundation ring, the outer end of each box beam is arranged on one corresponding pile cap, and each box beam is fixedly connected with the corresponding pile cap through a reinforced concrete joint (16) which is poured later. The invention also discloses a construction method of the hollow abutment foundation with the pile caps. Compared with a common spider and a high pile abutment foundation, according to the hollow abutment foundation disclosed by the invention, each pile cap which is poured on the top end of the corresponding foundation pile is used as a support of an upper structure, the deviation adaptability of an abutment to the foundation piles is increased, the alignment installation of upper components can be convenient, the construction difficulty is reduced, meanwhile, the industrialized degree is high, the hollow abutment foundation is adapted to a structure of more than three piles, the installation is simple and convenient, the integrality is good, the construction period is reduced, the total economic efficiency of the structure of the hollow abutment foundation is good, and the hollow abutment foundation has a wide application prospect in offshore wind power engineering.",2014,E02D  27/52; E02D  27/16
424858540,EP20140199940,Tapered helical auger turbine to convert hydrokinetic energy into electrical energy,"A helical auger turbine and hydrokinetic device for use with electrical generators for producing electricity. The auger turbine includes a generally helical turbine blade rotatably mounted on a central shaft, which may be tapered at each end, and a flange extending perpendicularly to an edge of the turbine blade. At least one turbine blade support connection is included for connecting the central shaft to a support structure. An electrical generator may be powered by the helical auger turbine, that can be used in a tidal water flow. The helical auger turbine can operate a high pressure pump connected to a hydraulic accumulator for storing pressurized hydraulic fluid from the high pressure pump. An electrical generator can be operated by hydraulic fluid delivered from the hydraulic accumulator at times of slow water flow. A plurality of helical auger turbines can be horizontally oriented under water, tethered to legs of an ocean platform such as an oil rig secured to the seabed.",2009,F03B   3/12; F03B  17/061; Y02E  10/725; F03B  13/264; F03B  17/06; F05B2240/97; F05B2250/292; F03B  13/26; F05B2240/40; F05B2250/25; Y02E  10/28; Y02E  10/38
424862133,EP20140814407,WAVE/TIDAL&WIND ENERGY CONVERTERS,NULL,2014,Y02E  10/70; F03B  13/18; Y02E  10/38; Y02E  10/721; F03B  13/1815; F03D   5/06; F05B2240/95; F05B2210/16; Y02E  10/28; F05B2240/301
424887195,DE20132007696U,Transportfuflmontagehilfe,"Transportfuflmontagehilfe zum Montieren von Stoppern f¸r Gr¸ndungsstrukturen von Offshore-Windkraftanlagen, gekennzeichnet durch einen Plattenkˆrper mit einer Auflagefl‰che f¸r den Stopper, einen den Plattenkˆrper aufnehmenden Grundkˆrper, welcher Hubmittel-Aufnahmen f¸r Hubmittel eines Flurfˆrderzeuges aufweist, und wobei der Plattenkˆrper drehbar zum Grundkˆrper gelagert ist.",2013,B63B  25/28; Y02E  10/727; B63B  35/003; B63B2035/446; B63B  25/24
424903028,US201113825318,Offshore wind farm illumination,"Method for operating an offshore wind farm with at least one wind turbine system and a navigation device, which is operated in a normal mode, wherein a hazard signal is received by a receiving device, the received hazard signal is supplied to a control device that switches the navigation device from the normal mode to a an emergency lighting mode.",2011,F03D  11/00; F03D  80/00; Y02E  10/72; G08B   5/38; F03D  80/10; F03D  13/25
424928104,TW20132146245,"Anchor, tensioning device, wind energy plant and method for tensioning tensile cords on an anchor","The invention relates to an anchor, more particularly a fixed anchor, for a tensioning device designed for attachment on a construction for holding tensile cords, such as wires, rods, more particularly tensile wires, tension rods, or the like on the anchor, with a multi-part anchor head, wherein the anchor head has an anchor plate in the form of a perforated disc with a feed-through for separately guiding a tensile cord, wherein the feed-through is one of a number of feed-throughs and the tensile cord is one of a number of tensile cords, as well as an intermediate disc mounted on one side of the perforated disc and having a further feed-through for separately guiding the tensile cord, wherein the further feed-through is one of a number of further feed-throughs in the intermediate disc and the tensile cord is the one of the number of tensile cords. According to the invention it is proposed that the intermediate disc is formed as a transition plate which supports at least in the further feed-through a security sleeve which is designed to anchor the tensile cord automatically under tension.",2013,E02D  27/425; E04B   1/585; E04C   5/12; E04H  12/16; Y02B  10/30; E04H  12/34; E04B2001/5887; E04C   5/122; F03D  11/04; F03D  13/00
424968392,US201414314998,Floating offshore structures,"A floating offshore structure comprises a buoyancy structure arranged such that in use it remains below the sea level and a tower, wherein the buoyancy structure is attached to a tower by a connecting structure, the connecting structure comprising one or more openings arranged such that in use they remain below the sea level, and the one or more openings being dimensioned such that sea water can flow into and out of the connecting structure with variations of the sea level.",2014,B63B   1/10; B63B  35/44; B63B2001/044; B63B  21/502; B63B2035/446; B63B   1/04; B63B   1/107; B63B2035/442; B63B   1/048; B63B  21/50; Y02E  10/727
424996709,JP20140517944,????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,B63B  21/00; B63H   1/02; B63J   1/00; E02B   3/04; E02B   3/108; B63B  35/00; B63H  25/42; C02F2103/08; E02B   3/06; E02B   7/38; E02B   7/50; E03B  11/02; B63B  35/44; F03D   9/00; B63B  21/16; B63B  29/02; B63H   7/02; C02F   1/441; C02F2201/008
425004311,JP20140536240,????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,E04H  12/08; E04H  12/12; E04H  12/22; F03D  11/04; E02B2017/0082; F03D  13/20; F03D  13/25; Y02E  10/727; E02B2017/0091; F05B2240/95; E02B  17/027; E02B  17/08; F03D   1/00; F03D  13/10; E02B  17/025; E02B2017/0039; Y02P  70/523; E02B  17/0004; E02B  17/02; E02B2017/0047; E02B2017/0065
425021383,JP20130109863,CONSTRUCTION AND CONVEYANCE METHOD OF OFFSHORE WIND POWER GENERATION FACILITY,"PROBLEM TO BE SOLVED: To provide a construction and conveyance method of an offshore wind power generation facility capable of improving safety and economical efficiency in construction and conveyance of the offshore wind power generation facility, and effectively utilizing a dock facility.SOLUTION: A construction and conveyance method of an offshore wind power generation facility 10 prepares frame means 20 in a dock facility, makes at least a lower part structure 11 of the offshore wind power generation facility 10 sideways in the frame means 20 made sideways, mounts the lower part structure 11 on a barge 40 ditched into the dock facility together with the frame means, and makes the barge 40 protruded from the dock facility to move it.",2013,B63B  25/28; Y02E  10/725; B63B  35/28; F03D   9/00; F03D  13/40; F03D  11/04; F03D  13/25; Y02E  10/727
425024849,JP20140540486,??????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,F03D   3/04; F03B  17/062; F03D   1/04; F03D   3/02; F03D   9/25; Y02E  10/38; F03B  13/10; F03D   3/0427; F03D  13/25; Y02E  10/28; F03D  80/00; F05B2240/40; F05B2250/312; Y02E  10/72; F05B2250/311; Y02E  10/74; F03D   1/02; F03D   3/005; F03B  13/26; F05B2240/214; F03D   9/00
425058805,US201414496246,Mooring structure with habitat features for marine animals,"A structure for underwater placement on a sea, lake or river bottom. The structure has tunnels to allow water and water currents, as well as marine organisms, to pass freely therethrough and infiltrate and colonize the openings. One or more hitch points are provided on the structure for attaching mooring lines to ships, boats, floating wind turbines or other floating objects, thereby allowing the structure to serve as a mooring to anchor such objects. The hitch points can be recessed within a depression in the surface of the structure and the hitch bar ends can also be recessed, providing an exterior surface free of protuberances.",2014,E02B   3/24; E02B   3/046; E02B   3/04; A01K  61/00; E03B   3/24; A01K  61/65; B63B  21/29
425058811,US201314376164,Method of installing a foundation in the sea bed and such foundation,"The invention relates to a seabed foundation (1) for an offshore facility, comprising a primary pressure chamber (7) connected to a primary pump (8) and one or more secondary pressure chambers (9) connected to one or more secondary pumps (10). According to an embodiment of the invention, said primary pump is a suction pump and said secondary pump is a pressure pump. The invention further relates to a method (12) of installing said foundation on the seabed (19), which comprises the steps of activating (14) said primary pump to create negative pressure in the primary pressure chamber (7), so that the foundation sinks into the seabed, and activating (15) said one or more secondary pumps (10) to create positive pressures in the secondary pressure chambers (9), so as to control the alignment of the foundation with respect to a substantially horizontal axis (16) during the sinking into the seabed.",2013,B63B2021/267; E02B  17/02; B63B  21/26; F03D  13/20; Y02E  10/727; E02B2017/0078; F03D  13/22; E02D  27/50; E02D  27/525; F05B2240/95; E02D  27/32; E02D  27/52; E02D  27/42; E02B  17/00; E02D  23/00; E02D  27/10; E02D  27/22; E02D  29/06; E02D  29/09; B63B  21/27
425086758,JP20130115661,FLOATING BODY TYPE STRUCTURE AND GROUNDING ELECTRODE,"PROBLEM TO BE SOLVED: To provide a floating body type structure and the like capable of effectively protecting electronic equipment.SOLUTION: A floating body type structure according to an embodiment comprises a floating body, electrical equipment and a grounding electrode. The floating body is floated on a water surface. The electrical equipment is provided on the floating body and is provided with a lightning part. The grounding electrode is provided in the water and electrically connected to the lightning part through a grounding line. The grounding electrode satisfies the following relations (A), (B): (A) S>?I/E1, and (B) S>?I/E2, where, I is a shock current generated through lightning at the lightning part, ? is a resistivity of water in which the shock current is discharged from the grounding electrode, E1 is a dielectric breakdown voltage of the water, E2 is a dielectric breakdown voltage of atmosphere being in contact with the water surface and S is an effective grounding area of a surface which is in contact with the water at the grounding electrode and to which the lightning strike current is discharged.",2013,Y02E  10/722; Y02E  10/727; F03D   9/00; F03D  11/00; F03D  80/30; Y02E  10/725; F03D  13/25
425095847,JP20140541007,??????????????????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,Y02E  10/727; F03D  13/22; F05B2240/97; B63B  35/44; F05B2240/95; F03D  13/25; F05B2240/93; F03D   1/02; F03D   9/00; F03D  11/04; F03D  13/10; F05B2240/40
425140994,NL20142013378,Apparatus for exchanging kinetic energy between a flowing fluid and a structure connected to the apparatus.,"The invention relates to an apparatus for exchanging kinetic energy between a flowing fluid and a moveable structure connected to the apparatus, the apparatus comprising a channel enclosed by a channel wall connected with the structure, the channel wall being adapted to guide the fluid, at least two substantially identical blades extending within the channel, being moveable within the channel and being connected to an energy converter coupled with the structure, the blades being adapted to perform a recurrent movement in the flow direction with the main plane of the blades substantially perpendicular to the flow direction and against the flow direction with the main plane of the blades substantially parallel to the flow direction, and guides extending from the channel wall into the channel for supporting the blades at a distance from the channel wall during the movement of the blades.",2014,B63H   1/04; B63H  11/08; Y02E  10/70; F03B  17/06; F05B2250/131; F05B2250/132; F03D   5/00; Y02E  10/28
425163877,CN201410418257,Float type wave energy power generating system,"The invention discloses a float type wave energy power generating system which comprises a float platform, and a wave energy collecting power generating mechanism and a wind energy collecting power generating mechanism which attach to the float platform. The float plate is a wedge-shaped ship. A plurality of floater type wave energy collecting devices are arranged on two sides of the shell of the wedge-shaped ship. Two swing plate type wave energy collecting mechanisms are arranged on two sides of the tail of the wedge-shaped ship. A wind energy collecting device is arranged on the deck of the wedge-shaped ship. By the arrangement, the float type wave energy power generating system has the advantages that the system can be mounted offshore and in deep sea and is unlimited by water depth; the system adopts catenary single-point buoyancy mooring, the power generating device can rotate freely around an anchoring device, an automatic wave facing function is achieved, and wave energy is collected to the maximum extent; the kinetic energy and potential energy of waves and offshore wind energy can be collected efficiently at the same time and converted into electric energy by the system, and real-time collecting, monitoring and transmission of various sea energy data can be achieved.",2014,Y02E  10/72; F03D   9/25; Y02E  10/38; F03D   9/00; F03B  13/14
425163905,CN201410447357,Oval track control type vertical axial turbine,"The invention relates to an oval track control type vertical axial turbine which comprises a rotary table, a transmission shaft, a track disc, an oval track groove, straight wing blades and the like. The transmission shaft penetrates through the track disc to be fixedly connected with the rotary table, the straight wing blades are evenly arranged on the edge of the rotary table, a swing shaft of each straight wing blade penetrates through the rotary table to be fixedly connected with one end of a corresponding swing arm, and sliding shafts at the other ends of the swing arms are embedded into the oval track groove in the track disc. The rotary table rotates to drive the straight wing blades to rotate, meanwhile, the sliding shafts are pulled to stably slide along the oval track groove, the straight wing blades do track motion around the transmission shaft and swing around the swing shafts of themselves at the same time, the optimal attack angle of the straight wing blades and the incoming flow direction is kept all the time, and the efficiency of a water wheel or a wind wheel or a propeller is improved.",2014,F03D   5/04; B63H   1/02; F03B   3/12; Y02E  10/70; Y02E  10/223
425176655,CN201380015017,Coordinated control of a floating wind turbine,"The present invention relates to methods, apparatus and computer program products for coordinating the control of a floating wind turbine (101) between a wind turbine controller (111) and a platform controller (110). One or more wind turbine control systems and/or one or more platform control systems may be altered based on said coordinated control of said floating wind turbine (101).",2013,F03D   7/02; F03D   7/047; F03D  13/25; Y02E  10/723; B63B  35/44; B63B2207/02; F03D   7/026; F03D   7/04; F05B2240/93; F03D   7/0204; B63B2001/128; B63B2035/446; B63B   1/107; B63B  13/00; B63B  43/06; B63B  39/03; F05B2270/18; Y02E  10/727
425206859,CN201420594867U,Bearing platform anchoring type wind turbine foundation,"The utility model relates to a bearing platform wind turbine foundation, in particular to a bearing platform anchoring type wind turbine foundation. The bearing platform anchoring type wind turbine foundation comprises a concrete bearing platform, piles arranged at the bottom end of the concrete bearing platform and used for supporting the concrete bearing platform, and a connecting mechanism used for connecting the concrete bearing platform with a tower at the top end of the concrete bearing platform. The connecting mechanism comprises a plurality of bolt assemblies vertically embedded into the concrete bearing platform, and all the bolt assemblies are evenly distributed in the concrete bearing platform with the vertical center axis of the concrete bearing platform as the center. By means of the bearing platform anchoring type wind turbine foundation, the overall rigidity is large, the construction technology is mature, and durability is good; compared with a wind turbine foundation with embedded foundation rings, as the bolt assemblies are adopted, the number of utilization steel reinforcing bars and the amount of utilization concrete can be saved to a certain degree, the diameter of the root of a tower body of the tower can be decreased to a certain degree, the tower transport problem is solved, and therefore the high-pile bearing platform foundation can be applied and popularized in the offshore wind power plant field.",2014,E02D  27/42; E02D  27/16
425210053,CN201420589118U,Offshore wind turbine generator comprehensive monitoring system based on 6LoWPAN wireless sensor network,"The utility model discloses an offshore wind turbine generator comprehensive monitoring system based on a 6LoWPAN wireless sensor network. The system comprises an offshore wind turbine generator, and the offshore wind turbine generator is provided with a plurality of sensors with different functions and a 6LoWPAN wireless module. Data collected by the sensors with the different functions are transmitted to a 6LoWPAN wireless network data collector through the wireless communication function of the 6LoWPAN wireless module. The 6LoWPAN wireless network data collector is connected with an industrial personal computer. By means of specific 6LoWPAN wireless network immediate sensor data collection, failure hidden troubles can be found in advance, maintenance is prepared, and spare parts can be prepared in advance. Safe and reliable running of a unit can be ensured, the operation efficiency is improved, and safety of operation and maintenance personnel is ensured.",2014,F03D   7/00; Y02E  10/723
425218974,CN201420417097U,Offshore wind field video monitoring system based on zigbee wireless sensing network,"The utility model discloses an offshore wind field video monitoring system based on a zigbee wireless sensing network. The offshore wind field video monitoring system is composed of cameras, a power supply module, a zigbee module, a zigbee wireless sensor, a data collector, an industrial personal computer, and a remote computer, wherein the cameras include a paddle camera, a cabin camera, a gearbox camera, a cabin door camera, and a main control cabinet camera; the plurality of cameras are connected with the zigbee module through data lines, the zigbee module is connected on the zigbee wireless sensor; the zigbee wireless sensor is connected on the data collector; the data collector is connected with the industrial personal computer through an RS485 bus; and the power supply module is connected with the zigbee module. With the offshore wind field video monitoring system, monitoring for large members of draught fans of the offshore wind field is achieved, so that maintenance and backup members and backup parts are allowed to be prepared in advance, and therefore the utilization rate of the draught fans of the offshore wind field is guaranteed, and dangers are prevented from happening.",2014,Y02E  10/723; F03D   7/00; G05B  19/048
425243655,CN201380008203,"Marine turbine comprising a stator, a rotor, a first magnetic bearing supporting the rotor and a second support bearing with rolling element(s)","This marine turbine comprises a stator (12), a rotor (14), the rotor (14) being able to be driven in rotation about an axis of rotation (X) by a stream of a liquid, and at least one first bearing (20A, 20B) for supporting the rotor (14), the or each first bearing (20A, 20B, comprising a magnetic stator element (46A, 46B) secured to the stator (12) and a magnetic rotor element (48A, 48B) secured to the rotor (14). The marine turbine further comprises at least one second bearing (22A, 22B) for supporting the rotor (14), the or each second bearing (22A, 22B) comprising at least one rolling element (50).",2013,F16C  32/04; F03B  13/10; F16C  19/507; F16C  32/0402; F16C2360/00; F03B  11/06; F03B  13/264; F03B  17/061; F16C  39/06; F03B  11/063; F03B  17/06; F05B2220/7066; F16C  19/50; F16C2380/26; F03B  13/18; F03B  13/26; Y02E  10/28; H02K   7/09; F05B2240/97; F03D  11/00; F16C  39/063; Y02E  10/38
425273671,CN201420456564U,Offshore wind plant fan single pile foundation suitable for deep and soft soil layer,"The utility model provides an offshore wind plant fan single pile foundation suitable for a deep and soft soil layer. The offshore wind plant fan single pile foundation comprises a steel pipe pile vertically inserted into a seabed. The upper end of the steel pipe pile is connected with the lower end of a transition section, and the upper end of the transition section is connected with a fan tower. The steel pipe pile is fixedly sleeved with a pile foundation part enlargement section, and the pile foundation part enlargement section is located below the seabed surface. According to the offshore wind plant fan single pile foundation, the pile foundation part enlargement section is arranged at the position, close to the seabed surface, of the steel pipe pile and enlarges the diameter of the part, close to the seabed surface, of the single pile foundation partially, and therefore the contradiction between deflection and construction limits is well solved, the use range of the single pile foundation is expanded, and it becomes possible to use the single pile foundation in the area with the deep and soft soil layer.",2014,E02D   5/48; E02D  27/12; E02D  27/42; E02D   5/28; E02D  27/52
425277093,CN201420557715U,Wind energy storage hydropower system,"The utility model discloses a wind energy storage hydropower system, which belongs to the technical field of wind power generation, and comprises a vertical shaft I, a vertical shaft II, a hydroelectric generating unit and a pump group, wherein the vertical shaft I and the vertical shaft II are arranged close to a sea area, the hydroelectric generating unit is arranged on the bottom portion of the vertical shaft I, the pump group is arranged on the bottom portion of the vertical shaft II, sea water is injected into the vertical shaft I to drive the hydroelectric generating unit to generate through a pipeline, and then water in the vertical shaft II is pumped onto the ground surface through a wind turbine to drive the pump group which is arranged in the vertical shaft II. Tail water is collected into the vertical shaft II to store through a tail water pipe, and the pump group which is arranged on the bottom portion of the vertical shaft II is connected with an external wind turbine, and is driven by a wind turbine unit to operate. The wind energy storage hydropower system enables the sea water to generate gravity difference on the bottom portion and the top portion of the vertical shaft I by arranging the vertical shaft I, utilizes wind energy to pump water on a low position to a high position to store potential energy, and then utilizes hydraulic power to generate. The wind energy storage hydropower system is suitable for offshore areas, is lower in technical requirements of the wind turbine unit which is used to pump water, and is also lower in cost. The wind energy storage hydropower system can continuously generate, also can store energy when electricity consumption is less, and is used to pitch a peak on-peak demand.",2014,Y02P  80/158; F03B  13/00; F03D   9/02; F03D   9/00; Y02E  10/725
425336059,CN201410412531,Foldable dual-row coaxial-blade wind driven generator device,"The invention discloses a foldable dual-row coaxial-blade wind driven generator device. The foldable dual-row coaxial-blade wind driven generator device comprises two rows of blade assemblies, wherein each row of blade assemblies comprises two two-segment foldable blades and a blade folding device; main blades are fixed-pitch blades; the roots of the main blades are hinged to a wheel hub through lug connecting seats; the other positions of the main blades are connected with the blade folding devices; the two rows of blades are arranged crossly and orthogonally after being unfolded; the foldable blades are oblique foldable blades; the power generation rate can be adjusted; the two rows of blades are positioned on the front part and the back part of a fan tower respectively, are connected to the same main shaft through a front wheel hub and a back wheel hub of a fan, and rotate synchronously in the same direction; the folding and unfolding of the blades can be controlled by folding driving devices. The device provided by the invention has the characteristics of simple structure, balanced stress, realization of complete folding and unfolding of the blades, easiness and convenience in controlling, high power generation efficiency and the like, and is a wind power generation device which is suitable for ship wind power, offshore oil platform wind power and the like.",2014,Y02E  10/72; F03D   1/02
425336083,CN201410455011,Three-dimensional power generation equipment combining wind power generation and wave power generation,"The invention discloses three-dimensional power generation equipment combining wind power generation and wave power generation. A wind-driven generator is used for collecting ocean high-altitude wind energy. When the wind direction is deviated from the directions of wind deflectors, wind is collided with the wind deflectors, changes direction and enters gaps of the wind deflectors; power for transferring wave power generation equipment to a position which is consistent with the wind direction is generated on the wind deflectors. An electric propeller driving device on one side is started according to a signal transmitted by a wind direction tester in order to transfer the wave power generation equipment onto the position which is consistent with the wind direction. Wind close to the sea surface is used for driving bucket-shaped blades of translation propeller machines or bucket-shaped wind blades of wind turbines among the wind deflectors to paddle forwards. Meanwhile, sea waves entering the gaps among the wind deflectors are turned into stable water current which enters a flat flared pipeline. After weak wind enters the flat flared pipeline, the bucket-shaped blades of the translation propeller machines or the bucket-shaped wind blades of the wind turbines which are inside are driven to paddle forwards. Sea water flowing out of the tail of the flat flared pipeline is used for driving hydraulic wheels to rotate, so that a wave generator is driven to generate power.",2014,F03B  13/12; Y02E  10/725; F03D   9/00; F03D   9/25
425378747,CN201420510003U,Combined splicing and transportation bracket and transport ship,"The utility model provides a combined splicing and transportation bracket and a transport ship. The combined splicing and transportation bracket comprises a bracket base, wherein a cylinder is fixedly arranged on the bracket base; a flange face is arranged at the upper end of the cylinder, is obliquely arranged, and is matched with the variable pitch bearing flange face of a variable pitch bearing in a hub on an impeller of a wind turbine generator set. The transport ship comprises a deck and the combined splicing and transportation bracket, wherein the bracket base of the combined splicing and transportation bracket is fixedly arranged on the deck. The combined splicing and transportation bracket and the transport ship provided by the embodiment of the utility model can be used for splicing and transporting a combination of the hub and two blades.",2014,B63B  25/24; B63B  25/00
425381323,CN201420303816U,Wind power and hydraulic power complementary seawater desalting device,"The utility model belongs to a wind power and hydraulic power complementary seawater desalting device, and particularly relates to a wind power and hydraulic power complementary seawater desalting device. The wind power and hydraulic power complementary seawater desalting device comprises a photovoltaic electromagnet, an inverter controller, a storage battery, a master controller, a fan, a wind oil pump, a pressure cylinder, a floating body inner piston, a water wheel, a water oil pump, a lock chain, a seafloor foundation, an oil tank, an energy accumulator, a variable hydraulic motor, an original seawater tank, a compact PP cotton container, a front honeycomb activated carbon container, a super-compact PP cotton container, a pressure vessel reverse osmosis component and a rear honeycomb activated carbon container, and is characterized in that the solar electromagnet generates power to the storage battery through the inverter controller, the storage battery supplies electric power for the master controller through the inverter controller, kinetic energy generated by wind power and hydraulic power is transmitted to the motor through an oil conveying pipe after being collected by the oil pumps and the piston so as to output mechanical energy, the mechanical energy is not used for power generation, and the motor directly drives a self-priming high-pressure pump to carry out five-stage full-effect purification on seawater into drinking water. The wind power and hydraulic power complementary seawater desalting device has the benefits that the conversion links are less, the mechanical efficiency is high, and the seawater desalting cost is reduced.",2014,Y02A  20/144; Y02E  10/72; Y02W  10/37; Y02A  20/141; C02F 103/08; F03B  13/12; F03D   9/00; Y02W  10/33; C02F   9/02; Y02A  20/131
425383137,CN201420282389U,Mixed type offshore wind power foundation structure,"The utility model discloses a mixed type offshore wind power foundation structure. The mixed type offshore wind power foundation structure comprises a bearing table which is used for installing a wind power generator, a hollow vertical column which is arranged on the bearing table and extends downwards, a gravity structure which surrounds the lower part of the vertical column and is connected with the lower part of the vertical column and used for containing filler, and a plurality of pile foundations which are located below the gravity structure. The gravity structure is of a frustum shape with the upper end opened and comprises a bottom board and an apron board. The bottom board is connected with the vertical column, the edge of the bottom board is connected with the apron board, and the lower end of the apron board is located below the outer side of the bottom board. A plurality of wave dissipation blocks are arranged on the outer side surface of the apron board. The mixed type offshore wind power foundation structure has the advantages of being wide in application range, low in total cost, good in stability and long in service life, and effectively reducing the scouring effect of water flow.",2014,E02D  27/52; E02D  27/12; E02D  27/14; E02D  27/42
425383145,CN201420509758U,Composite pile foundation used for offshore wind power,"The utility model discloses a composite pile foundation used for offshore wind power. The composite pile foundation comprises at least three composite piles (10) and a spider (19), wherein each composite pile (10) is divided into an upper section pile (11) and a lower section pile (12); the upper section piles (10) are steel pipe piles or prestressing force concrete pipe piles at least partially coated with steel pipes; the lower section piles (12) are prestressing force concrete pipe piles; the spider (19) is provided with steel foot barrels (20) with the amount corresponding to the amount of the upper section piles (11); each upper section pile (11) penetrates through one steel foot barrel and is fixed to the steel foot barrel. Compared with a common large-diameter steel pipe pile, the composite pile foundation used for offshore wind power has the advantages that the structure is more reasonable, the selectivity of the pile foundation is larger, and respective advantages of the steel pipe piles and the prestressing force concrete pipe piles are fully exerted, steel is saved, the requirement of construction equipment of the pile foundation is low, the selectivity is wider, the offshore construction difficulty is low, and the total economy is better.",2014,E02D   5/58; E02D  27/42; E02D  27/44; E02D  27/52
425385719,CN201420315322U,Prestressed concrete-steel combined wind power generation tower connection device,"The utility model provides a prestressed concrete-steel combined wind power generation tower connection device. Anchor bars arranged on the lower surface of a lower connection flange are connected with a concrete tower section. The connection device is further provided with prestress exerting components. A tensioning and anchoring flange and the lower connection flange are respectively and evenly provided with flange holes for the prestress exerting components to penetrate through. The number of the flange holes in the tensioning and anchoring flange is the same as the number of the flange holes in the lower connection flange. The flange holes in the tensioning and anchoring flange correspond to the flange holes in the lower connection flange one to one in the vertical direction. The prestress exerting components sequentially penetrate through the flanges holes of the tensioning and anchoring flange and the flange holes of the lower connection flange and penetrate into the concrete tower section on the lower portion. After the prestress exerting components are tensioned, the top ends of the prestress exerting components are anchored on the top face of the lower section of a connection steel cylinder through anchorage devices. The portion between the tensioning and anchoring flange and the lower connection flange is filled with concrete so that a prestressed concrete structure can be formed. By means of the connection method, the concrete on the flange connection section can uniformly bear force, stress concentration is reduced, the tensile stress level of concrete is improved, and concrete cracking is avoided.",2014,F03D   1/04; Y02E  10/72
425385737,CN201420337757U,Thrust type floating wind collection power generation device,"A thrust type floating wind collection power generation device comprises a floating system, a wind wheel, a support system of the wind wheel, a wind collection system, an automatic wind facing system, a wind facing correction device, a speed regulation system and a power generation system. Steel trusses (15) are arranged among three floating boxes to connect the floating boxes into a whole, wave stabilizing plates (14) are arranged at the bottoms of the two main floating boxes, wind wheel supports (35) are erected in the middles of the two main floating boxes, and a horizontal wind wheel shaft (5) is erected on the wind wheel supports. The wind wheel is composed of discs at the two ends and seven arc blades between the discs, a front lower wind guide plate (7) and a rear lower wind guide plate (12) are arranged in the front of and at the back of the wind wheel, and a left wind guide plate and a right wind guide plate (11) are arranged on the two sides of the wind wheel. An insulated disc (19) is fixedly arranged at the top of a vertical shaft, a sliding electrode (21) is arranged under the head of a wind indicator and pressed on the insulated disc through a spring, a bevel gear group is arranged at one end of the wind wheel and drives a power generator (37) arranged in the corresponding main floating box to generate power through a transmission shaft (36), and an arc speed reduction plate (13) is arranged under the front wind guide plate. A floating mode is adopted in the thrust type floating wind collection power generation device so that the thrust type floating wind collection power generation device can be arranged on a deep and vast ocean. The wave stabilizing plates are arranged under the main floating boxes, so that stability in resistance to capsizing and wind waves is high, fine speed regulation can be performed on the wind wheel, and grid connection precision is improved.",2014,F03D   9/00; F03D  11/04; Y02E  10/723; F03D   1/02; F03D   1/04; F03D   7/04
425392271,CN201420537390U,Offshore wind-power-plant remote management system,"The utility model relates to an offshore wind-power-plant remote management system and belongs to the technical field of wind power generation. The system includes a data acquisition module which is used for acquiring vibration signals and rotation speed signals of each generator unit and sending the signals to a data processing center; the data processing center which is used for storing, analyzing, exploring and processing sensing data of the data acquisition module and sending the sensing data to a remote monitoring module; and the remote monitoring module which has real-time monitoring, data query, data export and operation trend analysis functions according to data operation of the data processing center. The data acquisition system includes RFID radio frequency labels, radio frequency identifiers and sensors for information acquisition. The RFID radio frequency labels are arranged on the generator units. The sensors and the radio frequency identifiers carry out integrated processing. The offshore wind-power-plant remote management system carries out remote monitoring and concentrated control on the generator units and masters the operation capability of a device under a severe environment.",2014,G06F  17/30; G06Q  50/06; H04L  29/08; Y02P  90/10; G05B  19/418; Y02P  90/02
425466254,CN201420572133U,Hollow abutment foundation with pile caps,"The utility model discloses a hollow abutment foundation with pile caps. The hollow abutment foundation with the pile caps comprises a plurality of foundation piles (11), a plurality of box girders (14) and a tower foundation ring (13), the pile caps (12) are formed at the top ends of the foundation piles in a pouring mode, the box girders are fixed around the tower foundation ring in a radial mode, and the outer end of each box girder is arranged on the corresponding pile cap and is fixedly connected with the pile cap through a post-pouring reinforced concrete node (16). Compared with an ordinary spider and high-pile abutment foundation, the hollow abutment foundation with the pile caps has the advantages that the pile caps are poured on the tops of the piles to serve as supports of the upper structures, the adaptability of an abutment to the deviation of the foundation piles is increased, upper components are aligned and installed conveniently, construction difficulty is reduced, the degree of factorization is high, the foundation adapts to the structure with more than three piles, installation is easy and convenient, integrity is good, the time limit for a project is saved, the overall economy of the foundation is good, and the foundation has wide application prospects in offshore wind power projects.",2014,E02D  27/16; E02D  27/52
425468447,CN201420416790U,Solar hot airflow power generation system based on ocean heat energy utilization,"The utility model provides a solar hot airflow power generation system based on ocean heat energy utilization. The system comprises a heat collection shed, a heat storage layer laid below the heat collection shed, a diversion tower in smooth transitional connection with the heat collection shed, a wind turbine generator unit, a temperature sensor and a wind speed sensor, wherein the heat collection shed is internally coated with a selective absorption coating and is away form the ground by a certain distance; the wind turbine generator unit is installed at the position where the heat collection shed and the diversion tower are connected; the temperature sensor and the wind speed sensor are installed in an air flue and the heat storage layer respectively; separation heat pipes are evenly laid below the heat collection shed, the scale of air turbulence is increased, and meanwhile ocean heat energy is converted to internal air energy. The solar hot airflow power generation system based on ocean heat energy utilization has the outstanding feature that constant temperature area ocean heat energy utilization is added on the basis of an existing solar hot airflow power station, is a reproducible environment-friendly resource development device in the solar heat energy and ocean heat energy utilization technology, and is an integrated application of the separation heat pipe technology and the hot air power generation technology.",2014,F03G   7/05; F28D  15/02; F03G   6/06; F24S  10/95; F03D   9/00; Y02E  10/34; Y02E  10/44; Y02E  10/46; Y02E  10/72
425486190,DE20142009775U,"Fluiddynamisch wirksames, zentralsymmetrisches Strˆmungsprofil aus geometrischen Grundfiguren","Fluiddynamisch wirksames Strˆmungsprofil aus geometrischen Grundfiguren dadurch gekennzeichnet, dass die Kontur des Profils durch die geometrischen Elemente Kreis und Tangente beschrieben wird.",2014,B63H  16/04; B64C2003/144; F15D   1/10; B64C2003/147; B64C2003/146; F03D   1/0641; B64C   3/14
425489238,UAA201013524,ONIPKO'S ROTOR FOR TRANSFORMATION OF MOTION OF ENERGY FLOW TO ROTARY MOTION AND VICE VERSA,The invention relates to movers or pumps operating in fluid medium. The rotor for transformation of energy of flow motion to energy of rotary motion and vice versa has a cone-like body with spiral-like blades. Area of one side surface of the spiral-like blade is at least two times larger compared to the area of the opposite side surface of the blade. It is smoothly inclined at around and to the basis of the cone-like body. At rotation of the rotor flow motion over the top of the blade and its turbulence are somewhat suppressed with inclined surface of the back side of the blade. The invention promotes decrease of turbulization in flow and increase of efficiency.,2010,B64C  11/00; Y02E  10/721; F03D   1/06; F03B   3/12; Y02E  10/223; B63H   1/14
425536231,ES20100771852T,Turbina eÛlica flotante,"Una turbina eÛlica flotante que comprende: (i) una estructura de soporte principal (11) capaz de flotar en un cuerpo de agua; (ii) un paso que se extiende a travÈs de la estructura de soporte principal (11) desde un extremo superior de la estructura de soporte principal (11) a un extremo inferior de la estructura de soporte principal (11); (iii) una pala de turbina (12) fijada a la estructura de soporte principal (11) y que se extiende hacia el viento, girando la pala de turbina (12) y la estructura de soporte principal (11) juntas por influencia del viento; (iv) un generador elÈctrico (15) sujeto a la estructura de soporte principal (11); y (v) un ·rbol no giratorio (13) conectado al generador elÈctrico (15) para que el giro de la estructura de soporte principal (11) produzca electricidad, caracterizado por que el ·rbol no giratorio (13) se extiende por toda la longitud del paso.",2010,F03D   3/005; F03D  13/25; F05B2240/212; F05B2240/301; F05B2220/7066; Y02E  10/727; Y02E  10/74; F03D   3/00; F05B2240/61; F05B2240/95; F05B2260/90; F03D  11/04; F05B2220/7068; F05B2240/93; F05B2260/85
425548163,KR20130052890,"DOUBLE LAYERED FLOATING-GRAVITY STRUCTURE FOR INSTALLING OFFSHORE SUBSTRUCTURE, AND METHOD FOR CONSTRUCTING OFFSHORE SUBSTRUCTURE USING THE SAME","Provided are a double floating structure for installing an offshore support structure and a method for constructing an offshore support structure using the same. The present invention can easily control the position of an offshore support structure, for example, an offshore wind turbine support structure using a double floating structure including an upper floating structure and a lower floating structure when the offshore wind turbine support structure is installed in the sea; can improve the accuracy of verticality; can reduce the rental costs of large offshore devices essentially required when the offshore support structure is installed in the sea by utilizing the lower floating structure descended to foundation ground as both a floating system and a bottoming system without a separate bottoming system for bottoming the offshore support structure; and can install the offshore support structure on flimsy ground in which a jack-up barge cannot be operated.",2013,B63B  35/44; F05B2240/95; F03D  13/22; B63B  35/00; F03D  11/00; E02D  23/02; Y02E  10/727
425558130,KR20130122619,A WIND POWER GENERATOR ON THE SEA EQUIPED WITH RETRACTILE TOWER AND IT'S INSTALLING METHOD,The present invention provides a marine wind power generator and an installing method thereof. The marine wind power generator includes: a base structure (100); a tower (200) supported by the base structure (100); a nacelle (300) combined with the tower (200) to convert turning force into an electric energy; and a rotor (400) supplying turning force to the nacelle (300). The base structure (100) includes: an upper fixing part (110) having a through hole (111) through which a lower part of the tower (200) passes and fixing the lower part of the tower (200); and a lower supporting part (120) for supporting the upper fixing part (110).,2013,Y02E  10/72; B61B  13/00; F03D  13/25; E04H  12/00; F05B2240/90; E02D  27/52; F03D  11/04; F03D  13/40
425576857,UAA201000506,METHOD AND DEVICE FOR CONVERSION OF KINETIC ENERGY OF FLUID MEDIUM FLOW TO USEFUL ENERGY,"A method for conversion of kinetic energy of fluid medium flow to useful work includes placement of working element to fluid medium flow with giving it simultaneously harmonic rotary and reciprocal displacements, transfer of produced energy from working element to the device for power takeoff. At that the working element is fixed in flow of fluid medium in cantilever fashion, and rotary displacements of working element are performed with respect to the axle of single-sided support of those, and reciprocal displacement of working element is performed with constant amplitudes in direction normal to direction of displacement of flow that coincides with the vector of normal component of driving force of flow, resultant component of that one is directed normally to the side surface of the working element. A device for conversion of kinetic energy of fluid medium flow to useful work comprises a working element connected to the piston rod installed on the fixed basis of the crank mechanism, the slide of that one is kinematically connected to the piston rod and can perform reciprocal displacements by a guide, and the piston rod with its opposite end is hinged to one end of the crank the opposite end of which is installed turnably at that very fixed base, and a device for power takeoff. The working element is arranged as a cantilever fixed with its one end on the piston rod and installed with possibility of fixed turn and rotary displacement with respect to the axle on which it is fixed, this coincides with the axle of connection of the slide and the piston rod, and the working element can perform reciprocal motion in direction normal to the direction of flow that coincides with the vector of normal component of driving force of flow resultant component of which is directed normally to the side surface of the working element, and the piston rod with the opposite end is hinged to one end of the crank, the other end of the piston rod is intended for transfer of energy of the crank rotation to the device for power takeoff.",2010,Y02E  10/70; B63H   1/36; Y02E  10/28; F03D   5/06
425603833,JP20130134248,FLOATING BODY STRUCTURE,"PROBLEM TO BE SOLVED: To provide a floating body structure capable of achieving an increase in restoring force and a reduction in rocking in such a manner that a spar-type floating body structure serves as a foundation.SOLUTION: A floating body structure includes: an upper hull 4 which comprises a columnar single column part 3 capable of floating in an upright state and capable of connecting an upper structure 2 arranged on the water, and the diameter of which becomes larger than that of the column part 3 near the waterline; a lower hull 5 which is arranged at the lower end of the column part 3, which configures a ballast tank, and the diameter of which becomes larger than that of the column part 3; and a plate-like overhanging part 6 which protrudes outward in a radial direction from an outer periphery of a submerged part of the upper hull 4.",2013,B63B  29/00; B63B  35/44; B63B  35/00; B63B  39/06; F03D   9/00; Y02E  10/725
425667517,CN201420595789U,Anti-drifting type water quality monitoring buoy,"The utility model discloses an anti-drifting type water quality monitoring buoy, which comprises a buoy platform, a buoy instrument cabin, a buoy base and a buoy bracket. The anti-drifting type water quality monitoring buoy has the advantages that cup-shaped wind trapping blades which are arranged on the side ridges of the buoy bracket are used for trapping wind kinetic energy, a whole which is formed by connecting the bracket platform, the buoy bracket, a solar cell panel, a solar cell support plate and the buoy platform is driven by the wind kinetic energy to rotate around a first rotary shaft, and the wind energy is converted into the kinetic energy for driving the whole which is formed by connecting the bracket platform, the buoy bracket, the solar cell panel, the solar cell support plate and the buoy platform to rotate; cup-shaped water collection blades which are arranged at the outer side of the buoy base are used for storing the flowing kinetic energy of water, the buoy base is driven by the flowing kinetic energy of the water to rotate around a second rotary shaft, and the flowing kinetic energy of the water is converted into the kinetic energy for driving the buoy base to rotate; the anti-drifting effect of the buoy is realized, and the problem of the buoy drifting away from a preset water quality monitoring area is solved.",2014,B63B  22/24
425667547,CN201420254295U,Floating type offshore wind power foundation,"The utility model provides a floating type offshore wind power foundation which comprises a main float bowl and two auxiliary float bowls, wherein the main float bowl is used for installation of a draught fan, and the size of the each auxiliary float bowl is smaller than that of the main float bowl. Every two of the main float bowl and the auxiliary float bowls are connected with each other through a primary connecting rod. Heave plates are arranged on the bottom of the main float bowl and the bottoms of the auxiliary float bowls. According to the floating type offshore wind power foundation, the symmetry of the structural gravity center of the offshore wind power foundation is improved through the arrangement of the big float bowl and the small float bowls, the stability of the foundation structure is improved remarkably, and the kinematic performance of the foundation structure is improved effectively. Due to the fact that the big float bowl and the small float bowls are arranged, the buoyancy of the float bowls is utilized fully, and the situation that the machining cost of the foundation structure is increased due to redundancy of buoyancy is avoided. Due to the fact that the fixation mode of a stable triangular structure is adopted, the stability of the whole foundation is further guaranteed. In addition, the structure of reinforced fixation is adopted at the connecting position, and therefore the structural strength of the floating type offshore wind power foundation is improved.",2014,B63B  38/00
425688016,JP20140185433,METHOD FOR INSTALLING FLOATING BODY,"PROBLEM TO BE SOLVED: To provide a method for installing a floating body which employs an assistant system which can sufficiently assist work of towing, installing and the like of a tension-mooring floating body by a temporarily-disposed assistant floating body, when carrying out at least one work of towing work, installing work, maintenance and checking work and removal work of the floating body of a tension-mooring floating body system.SOLUTION: The method for installing a floating body comprises using an assistant system which is provided with a temporal mooring system for temporarily mooring a floating body 12 of a tension-mooring floating body system 1 and has an assistant floating body 20 temporarily fixed to above-surface mooring parts 12d of the floating body 12, so as to settle a water-bottomed member 14 for fixation to which the lower end of a tension-mooring cable 13 is moored by the temporal mooring system down to a water bottom 2, carry out mooring with the tension-mooring cable 13 after temporarily mooring the assistant floating body 20 and release the temporal mooring after carrying out mooring with the tension-mooring cable 13, in a water area for installing the floating body 12 when installing the floating body 12.",2014,B63B  21/50; B63B  21/502; B63B  43/14; F05B2240/93; B63B  21/29; Y02E  10/727; F03D  13/25; B63B2231/60; F05B2240/95; B63B  21/22; B63B2021/505; B63B2035/446
425724057,US201114367562,Method and apparatus for handling wind turbine components during transport and assembly,A method for handling wind turbine sub-assemblies includes coupling a connecting device to a connector of a hoisting device at a first connection interface of the connecting device; coupling a first wind turbine sub-assembly to the connecting device at a second connection interface of the connecting device; moving the first wind turbine sub-assembly with the hoisting device; coupling a second wind turbine sub-assembly different than the first wind turbine sub-assembly to the connection device at a third connection interface of the connecting device; and moving the second wind turbine sub-assembly with the hoisting device. An apparatus for handling wind turbine sub-assemblies is also disclosed.,2011,E02B2017/0091; Y10T  29/4932; E02B2017/006; F03D   9/257; F03D  11/04; F03D  13/40; B66C   1/00; F03D  11/00; B66C   1/10; B66C   1/108; F03D  13/22; F03D  80/00; E02B  17/00; F03D  13/20; F03D  13/25; F03D   1/00; Y02E  10/726
425757177,MX20140006671,ROTOR BLADE AND CONNECTING DEVICE.,"The invention relates to a rotor blade of a wind turbine for fixing to a rotor hub, said rotor blade having a rotor blade longitudinal axis, comprising a rotor blade inner part (2) near the rotor hub and a rotor blade outer part (4) further away from the rotor hub. The rotor blade inner part (2) and the rotor blade outer part (4) are connected to each other by means of at least one connecting device, and the connecting device comprises at least one anchoring element (34) which is anchored in the rotor blade outer part (4), at least one counter element (20) which is anchored in the rotor blade inner part (2), and at least one connecting bolt (28) which passes through the counter element (20) and is fixed in the anchoring element (34).",2012,F05B2260/301; Y02E  10/721; F03D   1/0658; F03D   1/0675; F03D   1/06; F05B2240/302
425757223,MX20140006897,FOUNDATION FOR WIND TURBINE.,"The invention relates to a method for stabilizing a wind turbine, in particular for connecting a base section of the wind turbine to the base of the wind turbine, comprising the following steps: carrying out a stabilization measure, comprising preparing at least one section of the surface of a base of the wind turbine for the attachment of drilling means; introducing a multiplicity of holes by means of the drilling means into the prepared surface down to a predetermined depth, preferably as far as to an anchor segment of the base section; introducing a curable compound into the multiplicity of holes; curing the introduced, curable compound in the holes; and consolidating the at least one section of the surface of the plant base. The invention relates in particular to a method for stabilizing a wind turbine, comprising early detection of the need to stabilize the wind turbine by means of measuring the tower movement during the operation of the wind turbine.",2012,F03D  13/22; E02D  27/00; E02D  27/42; E02D  37/00
425841239,CN201410564164,Totally-enclosed power generation device simultaneously utilizing wave energy and wind energy,"The invention discloses a totally-enclosed power generation device simultaneously utilizing wave energy and wind energy. The totally-enclosed power generation device comprises a floating body with an enclosed inner cavity, wind receiving wings arranged on the upper portion of the floating body and an anchor chain connected to the lower end of the floating body, the floating body is anchored with the seabed through the anchor chain, a spring oscillator, four sets of rocking bar devices, a drive mechanism and a generator which are connected are fixed in the inner cavity of the floating body from top to bottom in sequence, the spring oscillator is connected onto the inner wall of the floating body through springs and can oscillate bilaterally, front and back and vertically, the rocking bar devices absorb oscillation energy of the spring oscillator, and kinetic energy when the spring oscillator oscillates towards all the directions is outputted through the drive mechanism to serve as unidirectional-rotation kinetic energy for driving the generator to generate power. The wave energy and the wind energy in any direction can be utilized at the same time for power generation, a main power generation mechanism does not contact with seawater, and the totally-enclosed power generation device is high corrosion resistance, good in damage resistance, convenient for field installation and throwing and adaptable to any tide level, terrain and sea conditions.",2014,Y02E  10/38; F03D  11/02; F03D   9/00; Y02E  10/722; F03D  15/00; F03D   9/25; F03B  13/14; Y02E  10/725
425841267,CN201410523321,Vertical axis wind turbine folding blade system and wind energy ship with same,"The invention discloses a vertical axis wind turbine folding blade system and a wind energy ship with the same. The vertical axis wind turbine folding blade system comprises a tower body and telescopic paddle arms, wherein a middle column body which can rotate around the tower body is arranged on the outer side of the tower body; a main shaft of a wind turbine is fixedly connected with the middle column body; cross beams 102 of the middle column body are provided with paddle arms extending outwards; blades are hinged to the paddle arms and comprise blade upper sections (702), blade middle sections (701) and blade lower sections (705); the blade upper sections (702) and the blade lower sections (705) are hinged to the blade middle sections (701); the telescopic paddle arms are provided with main arm sections (717) and telescopic sections (718); the telescopic sections (718) are arranged in the main arm sections (717) and can extend and retract in the main arm sections (717); end parts of the main arm sections (717) are hinged to the cross beams 102 of the middle column body; end parts of the telescopic sections (718) are hinged to blade folding sections. The blades can be folded by an electromechanical adjustment and control mechanism according to the change of wind speed, so that the swept area of a wind wheel is greatly changed, the application range to the wind speed change is greatly expanded, and the hurricane resistance capacity of the wind turbine is reinforced.",2014,Y02E  10/74; B63H  19/00; F05B2240/211; F03D   3/062; F03D   3/06
425841290,CN201410422397,Blade-foldable wind-power generator,"The invention discloses a blade-foldable wind-power generator. The blade-foldable wind-power generator comprises an upright post, a wind-power generator main part, a horizontal rotating shaft, a brake and a clutch, wherein blades comprise fixed blades and movable blades; the blades are fixedly connected with blade bases; a fixed blade base is mounted on the horizontal rotating shaft in a sleeving manner; a bayonet is formed in a movable blade base; the movable blade base is mounted on the fixed blade base through the bayonet in a sleeving manner, so that the movable blades and the fixed blades are in the same plane and relatively unfolded at 180 degrees; a screw is arranged at the front end of the horizontal rotating shaft; a transmission nut is arranged in a central hole of the end surface of the movable blade base; the screw is in transmission fit with the transmission nut; a control motor is arranged at the front end of the movable blade base; a gear is coaxially and fixedly connected to the transmission nut; the gear is engaged with an output gear of the control motor. Through forward and reverse rotation of the control motor, the movable blade base can be driven to exit from the screw or being mounted into the fixed blade base in a sleeving manner, so that the blade-foldable wind-power generator is good in folding effect, high in wind resistance and simple in installation and maintenance, and is applicable to coastal areas and marine areas with strong wind as well as fishing vessels.",2014,F03D   7/0268; F03D   7/0224; F03D  11/00; F03D   1/06; Y02E  10/721; F03D   1/0675; F03D   9/00; F03D   1/0658
425841320,CN201410534937,Assembled prestressed tower drum for offshore and onshore wind turbine generators,"An assembled prestressed tower drum for offshore and onshore wind turbine generators is cone drum-shaped and is formed by combining multiple segments of prestressed tower drums, wherein the longitudinal segments are connected into a whole by prestress wires, each segment of tower drum consists of an outer drum and an inner drum between which a hollow layer is arranged for site construction, the tower drum of each round segment is formed by splicing four quartered drum parts, circumferential prestressed reinforcements are arranged and bolt connection holes are reserved during arc section prefabrication, four arc-section tower drums of each segment are connected into a whole by bolts, and all the prefabricated parts are assembled on the spot to form the whole tower drum. The assembled prestressed tower drum has the advantages that the structure is novel; by the hollow layers between the inner and outer drums, the structure weight can be reduced, and the construction is facilitated; each tower drum segment is divided into four blocks which can be prefabricated to form and assembled on the spot, so materials are saved, the transportation cost is reduced, the construction period is effectively shortened, and the construction cost of an onshore wind power plant is reduced.",2014,F03D  11/04; Y02E  10/727; F03D  13/20; F03D  13/25; F05B2260/301
425844363,CN201410586083,Dock area oil spilling simulation test device,"The invention discloses a dock area oil spilling simulation test device. The device comprises an adjustable dock, a wind wave simulation device and a data monitoring collection system, wherein the adjustable dock is used for simulating a high-pile dock region or a fixed dock region or a float dock region in the system by adjusting the height of the dock on a pile; according to the wind wave simulation device, the wind field is manly provided through a wind power generation device arranged on the upper portion of the periphery of a water tank, and the tide field is provided through a turbine arranged at the bottom of the water tank; the data monitoring collection system comprises a pressure sensor, a temperature sensor, a wind speed and flow velocity monitoring device, a high-speed camera and the like. By means of the dock area oil spilling simulation test device, the oil spilling generated on the dock area can be simulated, and the dirty oil movement states can be recorded in real time so as to probe the movement rule of the spilled oil of the dock area.",2014,G01M  10/00
425875804,CN201420430971U,Device for personnel on offshore wind power operation and maintenance ship to land on offshore wind turbine foundation,"The utility model discloses a device for personnel on an offshore wind power operation and maintenance ship to land on an offshore wind turbine foundation. The device comprises deck sliding rails, a landing ladder and a crane used for lifting and releasing the landing ladder. The deck sliding rails and the crane are fixedly installed on a deck of the operation and maintenance ship, and the crane is arranged on one side of the deck sliding rails. Each deck sliding rail is provided with a sliding seat capable of sliding freely along a track of the sliding rail. One end of the landing ladder is movably hinged to the sliding seats, and hook parts capable of tightly holding crawling ladder steps of the offshore wind turbine foundation are arranged at the other end of the landing ladder. When the hook parts of the landing ladder tightly hold the crawling ladder steps of the offshore wind turbine foundation, the bad influence of wind waves on the landing ladder can be offset through the relative movement of the deck sliding rails and hinged parts, the stability of the ladder can be guaranteed by changing the lap joint state of the landing ladder, and therefore it is guaranteed that operation and maintenance personnel can land on the offshore wind turbine foundation safely.",2014,B63B  27/14
425879092,CN201420430181U,Flange transition connecting type single-pile foundation structure,"The utility model relates to a flange transition connecting type single-pile foundation structure, and aims at providing the flange transition connecting type single-pile foundation structure. A transition section is arranged on a connecting section steel pipe at the upper portion and is connected with a steel pipe pile through a flange, and therefore the weight of the steel pipe pile and the offshore piling construction difficulty are lowered. According to the technical scheme, the flange transition connecting type single-pile foundation structure comprises the steel pipe pile and a flange steel pipe welded to the top of the steel pipe pile, wherein a pile top flange is arranged at the portion, not reaching the top of the steel pipe, of the inner wall of the flange steel pipe, a high-strength circular disc with bolt holes, a triangular reinforcing plate and a rectangular reinforcing plate are welded into a whole to form the pile top flange, the top of the flange steel pipe is connected with the connecting section steel pipe, a connecting section bottom flange is arranged at the portion, not reaching the bottom end of the steel pipe, of the inner wall of the flange steel pipe, the connecting section bottom flange comprises a high-strength circular disc with bolt holes, and a rectangular reinforcing plate, and the bolt holes in the pile top flange and the bolt holes in the connecting section bottom flange correspond to each other and are connected through high-strength bolts in an oppositely-penetrating mode. The flange transition connecting type single-pile foundation structure is suitable for the field of offshore wind power projects.",2014,E02D  27/42; E02D  27/52; E02D  27/12
425879108,CN201420346316U,Draught fan foundation with high-strength prestress anchor rods/anchor cables arranged in pressure dispersion mode,"The utility model relates to a draught fan foundation with high-strength prestress anchor rods/anchor cables arranged in a pressure dispersion mode. The draught fan foundation with the high-strength prestress anchor rods/anchor cables arranged in the pressure dispersion mode is provided for improving the connecting property between bearing platform type draught fan foundation piles and a bearing platform. According to the technical scheme, the draught fan foundation comprises the bearing platform, the foundations piles are distributed at the bottom of the bearing platform along the circumference at equal intervals, a wind turbine generator tower is connected to the upper portion of the bearing platform, the interior of each foundation pile is partitioned into an upper portion and a lower portion through a sealing plate, the portion above each sealing plate is a grouting segment, anchoring plates are located in different-depth positions of a grouting body in each pile, the anchoring plates are arranged in the grouting segments, the high-strength prestress anchor rods or anchor cables are arranged in the dispersion mode in the grouting segments, each anchor rod or anchor cable corresponds to one anchoring plate, the lower ends of the anchor rods or anchor cables are fixedly connected with the foundation piles through the anchoring plates and grout in the grouting segments, and the upper ends of the anchor rods or anchor cables are fixed to the top of the bearing platform; the high-strength prestress anchor rods or anchor cables are sleeved with plastic sleeves.",2014,E02D  27/44; E02D  27/42
425879822,CN201420433074U,Module separated type offshore booster station,"The utility model relates to a module separated type offshore booster station, and aims at providing the module separated type offshore booster station which is simple in structure and convenient to install, can effectively achieve an electric energy collecting function, a boosting function and a supply function, can adapt to shallow water without large floating cranes or large cargo ships, and is more reasonable in passageway layout and lower in manufacturing cost. According to the technical scheme, the module separated type offshore booster station is characterized by being composed of an auxiliary module, a 35 kV module, a main transformer module and a 220 kV module, and all the modules are fixed to a seabed through jackets; the auxiliary module, the 35 kV module, the main transformer module and the 220 kV module are each provided with a plurality of vertical foundation columns, cup opening structures are formed in the positions, corresponding to the foundation columns of the corresponding module, of the top of each jacket, the foundation columns are inserted into the cup opening structures, and gaps between the cup opening structures and the foundation columns are filled with fine aggregate concrete or cement mortar. The module separated type offshore booster station is suitable for the field of offshore wind power generation.",2014,E02B  17/00; E04H   5/04
425880807,CN201420572187U,Offshore electricity generation platform,"The utility model relates to an offshore electricity generation platform, and belongs to the technical field of electricity generation devices. The offshore electricity generation platform comprises a water turbine and a wind turbine; the water turbine comprises a turbine and a hydroelectric generator; the turbine is installed in a water energy shell, and the water energy shell comprises a front opening and a back opening; the turbine is electrically connected with the hydroelectric generator through a connecting pipe; the hydroelectric generator is fixed to a deck; upper supporting rods are arranged at the four corners of the deck; wind energy bases are fixed to the upper ends of the upper supporting rods; wind towers are fixed to the wind energy bases; a wind power generator is arranged at the upper end of each wind tower in a rotatable mode; a hub is arranged at the output end of each wind power generator; fan blades are fixedly arranged on the hubs. The offshore electricity generation platform has the advantages of being simple in implementation technology, low in building cost, large in generation energy and the like. The offshore electricity generation platform is also suitable for being installed and used in large and small rivers and streams. The offshore electricity generation platform is a new and important method for excavating novel and clean energy.",2014,F03B  13/00; F03D   9/00; F03D  11/04; Y02E  10/72
425880811,CN201420611566U,Full-enclosed generation device capable of simultaneously utilizing wave energy and wind energy,"The utility model discloses a full-enclosed generation device capable of simultaneously utilizing wave energy and wind energy. The full-enclosed generation device comprises a floating body with a sealed inner cavity, a windward wing arranged on the upper part of the floating body and an anchor chain connected to the lower end of the floating body, wherein the floating body is anchored with the seabed by the anchor chain; a spring oscillator, four groups of rocker devices, a transmission mechanism and a generator which are connected with one another are fixed inside the inner cavity of the floating body from top to bottom in sequence; the spring oscillator is connected to the inner wall of the floating body by a spring and can leftwards, rightwards, frontwards, backwards, upwards and downwards swing; the rocker devices absorb the oscillation energy of the spring oscillator and output the kinetic energy produced when the spring oscillator swings towards different directions into the one-way rotation kinetic energy by the transmission mechanism to drive the generator to generate electricity. According to the full-enclosed generation device capable of simultaneously utilizing wave energy and wind energy, the wave energy and wind energy of any direction can be simultaneously utilized to generate electricity, a generator main body mechanism does not contact with seawater, the anticorrosion capability is strong, the anti-damage capability is good, the field installation and placement are convenient, and the full-enclosed generation device is adaptive to any sea level, terrain and sea state condition.",2014,F03B  13/14; Y02E  10/725; Y02E  10/38; F03D   9/00; F03D  11/02
425906203,US201313953639,System and method for rebalancing generator rotor in-situ,A Wye ring system for a rotor of a generator includes a replacement Wye ring configured to replace an existing Wye ring serving as a floating neutral connection in the rotor. The replacement Wye ring is positioned radially inside the existing Wye ring and co-axial with the rotor. A fastening system is configured for mechanically and electrically connecting the replacement Wye ring to a plurality of connection lugs. The plurality of connection lugs are electrically connected to the rotor windings. The replacement Wye ring replaces the floating neutral connection of the existing Wye ring.,2013,H02K  11/00; Y02E  10/725; H02K   7/1838; H02K   7/18; H02K  15/00; H02K  13/02; H02K  15/0006
425932400,EP20150152947,Assembly platform for wind energy assemblies,"Die Erfindung betrifft eine Montage-Plattform (40, 40') f¸r die Montage von Windenergieanlagen. Die erfindungsgem‰fle Montage-Plattform (40, 40') zeichnet sich dadurch aus, dass eine Aufnahmevorrichtung (41, 42) vorgesehen ist, die zur Aufnahme wenigstens eines Teils (43) eines Schwimmkˆrpers (19) vorgesehen ist, wobei die Aufnahmevorrichtung (41, 42) formkomplement‰r zu dem aufzunehmenden Teil (43, 44) des Schwimmkˆrpers (19) ist, wobei die Aufnahmevorrichtung (41) seitlich in der Montage-Plattform (40) angeordnet ist, wobei die Aufnahmevorrichtung (42) eine Vertiefung in der Montage-Plattform (40') ist.",2010,F03D   1/00; F03D   1/0658; Y02E  10/721; F03D  13/40; F03D   1/06; F05B2240/95; F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D  13/10; F05B2230/604
425991689,EP20140828337,SADDLE AND HOOK SYSTEM,NULL,2014,F03D  13/10; E02B2017/0091; E02D  27/425; F05B2240/95; B63B  35/28; F03D  13/25; F03D  13/22; B63B  35/003; E02B2017/0047; E02B2017/0065; B66C   1/56; E02D  27/14; B63B  75/00; Y02E  10/727
426006620,EP20150153335,Method of operating a wind turbine without grid connection and wind turbine,"The present invention relates to a method of operating a wind turbine, a method of manufacturing a wind turbine and a wind turbine. The wind turbine comprises a permanent magnet (PM) synchronous generator, a main converter, a main converter controller, a wind turbine master controller and an electrical power supply stage comprising an electrical energy storing device. A startup of the wind turbine can be performed using electrical energy from the electrical energy storing device independent from a power supplying grid and/or a combustion engine. After startup, the wind turbine can be operated in an island mode by controlling the intermediate voltage of the main converter by the main converter controller and retrieving power from the PM synchronous generator independent from the electrical energy storing device.",2015,F03D   1/00; Y02E  10/725; F05B2220/70642; F05B2220/7068; F03D   7/02; F03D   7/026; F03D   9/10; F05B2270/1032; F05B2270/328; Y02E  10/723; F03D   7/0224; F05B2230/60; Y02E  10/727; Y02P  70/523; F03D   9/255; F05B2270/327; F05B2270/329; F03D   7/0264; F05B2240/95; F05B2270/321; F03D   7/0204; F03D   9/11; F03D  13/30; F05B2230/70; F05B2270/107
426008353,SE20130050780,Flytande plattform innefattande framdrivningsanordningar ochenergiproducerande anl‰ggning innefattande sÂdan flytande plattform,NULL,2013,B63B2035/446; F05B2240/95; B63B2241/08; F03D  11/04; B63B2035/4433; F03D  13/22; Y02E  10/727; B63B2001/128; F03D  13/25; B63B   1/107; B63B   1/14; B63B  35/44; B63B2241/16; F05B2240/93; F05B2240/96
426050652,CN201410450164,"Transportation structure, transportation method and mounting method of offshore wind generating set","The invention provides a transportation structure, a transportation method and a mounting method of an offshore wind generating set. The transportation structure of the offshore wind generating set provided by the invention is characterized in that a first structural body, a second structural body and a third structural body are arranged on a deck respectively; the first structural body comprises a first bracket, a cabin and a generator; the first bracket is arranged on the deck; the cabin is assembled on the first bracket; the generator is assembled together with the cabin; the second structural body comprises a second bracket, a hub and two blades; the second bracket is arranged on the deck; a variable-pitch bearing on the hub is assembled on the second bracket; the two blades are assembled on another two variable-pitch bearings on the hub respectively; the third structural body comprises blades. Components of the wind generating set are transported by adopting the three structural bodies respectively, and constituting components of the wind generating set do not need to be disassembled and assembled temporarily for hoisting on a condition-restricted site, thereby increasing the hoisting efficiency.",2014,B63B  17/00; B63H  21/00
426068476,CN201380029840,Arragnement of a switchgear in a tower of a wind turbine,"A wind turbine comprising a novel switchgear arrangement is described. The wind turbine includes a tower, a rotor supported at an upper end of the tower, a generator, a transformer for increasing the voltage output of the generator prior to supplying a collector grid, and switchgear arranged between the transformer and the collector grid. The switchgear includes a first switching device associated with the transformer, and a second switching device associated with one or more cables connecting the wind turbine to another wind turbine in the collector grid. The first switching device is connected to, but located remotely from, the second switching device.",2013,F03D  13/25; F03D  80/82; F05B2240/95; Y10T  29/49009; F03D   9/257; Y02E  10/722; Y02E  10/727; H02J   3/38; F03D  80/80; F03D  13/22; F05B2240/142; Y10T 307/724; F03D  11/00; F03D  13/10
426094628,CN201420496260U,Floating type energy cooperating power generation system,"The utility model relates to a floating type energy cooperating power generation system which comprises a wind power generating unit, a tidal current energy power generating unit and a floating body. The bottom of the wind power generating unit is fixedly connected with the floating body. The top of the tidal current energy power generating unit is fixedly connected with the floating body. The floating body floats on the sea level and is connected to a seabed through an anchor chain. According to the floating type energy cooperating power generation system, cooperation power generation of offshore wind energy and tidal current energy can be really achieved, the system can be suitable for a deep seawater zone and a shallow seawater zone according to needs, rated power is high, capacity is high, construction and building are convenient, and accordingly the shortcomings of an existing energy cooperating power generation system are overcome.",2014,Y02B  10/30; Y02E  10/38; Y02E  10/725; F03D   9/00; F03B  13/14
426104237,CN201420686901U,Small wind power generator set charging circuit,"The utility model discloses an intelligent high-efficiency small wind power generator set charging circuit. After electric energy outputted by a three-phase AC power generator is rectified, the rectified energy is added to a +VCC end. A field effect transistor MOS tube Q1 (PNP type), an inductance coil L1, a diode D1, a capacitor C2, a resistor R2 and a resistor R3 form a buck-type chopper circuit. When voltage at the +VCC end is larger than end voltage of a battery, the voltage at the +VCC end enables a microcontroller MCU to sample voltage of the wind power generator to read voltage of the generator via the resistor R1. The MCU outputs a PWM waveform via the voltage of the battery. The waveform controls the MOS tube Q1 via the resistor R2 and references a current sample. The current sample is sampled by a resistor R4 to be provided for the MCU, thereby realizing high-efficiency charging of the battery. The voltage sampling function is used for automatic voltage recognition, small-current floating charging is automatically converted when charging of the battery exceeds 95% of the capacity, and thus the service life of the battery is prolonged. When voltage is over high, the MCU starts an overvoltage protection function, and an electromagnetic brake function is started to protect the wind power generator set.",2014,H02J   7/24
426158319,KR20110010468U,CABLE MODULE FOR MARINE WIND TURBINE INSTALLATION VESSEL,"? ??? ?? ????? ???(Marine Wind Turbine Installation Vessel)? ??? ??? ??? ???? ??? ???? ??? ???? ?? ??? ?? ???(Suction Mast)?, ?? ???? ?? ? ???? ??? ??? ???? ???? ?? ?? ?? ????? ????? ??? ? ???, ??? ? ??? ???? ???? ???? ????? ???? ?? ?? ?? ??? ?? ??? ???? ??? ???? ???? ?????? ??? ???? ??? ??? ?? ??? ?? ???? ??? ???? ???? ? ??? ?? ?? ????? ???? ??? ??? ?? ???.",2011,B65H  75/34; B65H  75/4481; H02G  11/02; B65H2701/34; B63B  35/44; B65H  75/425; B65H  75/4402
426170582,EP20150701422,PILE INSERTION,NULL,2015,E02D   7/22; F03D  13/22; E02D   7/26; E02D   5/56; E02D  27/12; E02D  27/525; E02D  27/52; F03D  13/25
426220791,JP20140182487,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,"PROBLEM TO BE SOLVED: To provide a column-stabilized offshore platform with a water-entrapment plates and asymmetric mooring system for support of offshore wind turbines.SOLUTION: A platform includes a floatation frame 105 that includes at least three columns 102, 103 that are coupled to each other with horizontal main beams 115. A wind turbine tower 111 is mounted on a tower support column 102. Turbine blades 101 are coupled to a nacelle 125 that rotates on the top of the tower. The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower or on the top of the tower support column. The floatation frame includes a water ballasting system that pumps out water to between the columns to keep the tower in a vertical alignment regardless of the wind speed. Water-entrapment plates 107 are mounted on the bottoms of the columns to minimize the rotational movement of the floatation frame due to waves.",2014,B63B  21/20; B63B  35/00; B63B2035/446; F03D  13/10; B63B  35/44; B63B2039/067; E02B2017/0091; F03D   9/25; F03D   9/257; E02B   9/00; F05B2240/93; Y02E  10/22; B63B  21/50; E04H2012/006; B63B  39/12; F03D  13/25; F03D  80/00; Y02E  10/727; F03D   7/0204; F03D  17/00; B63B  39/03; B63B  39/06; B63B  43/06; E02B  17/04; B63B   1/107; F03D  11/04; F05B2240/95; Y02E  10/725
426225827,JP20140546308,???????????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D   9/00; F03D  13/20; F03D  13/25; F03D  13/40; B63B  35/00; F03D  11/04; F05B2240/95; B63B  35/003; E02B  17/02; E02B2017/0047; E02B2017/0091; F03D  13/22; F03D   9/30; F03D  80/00; F05B2230/6102; Y02E  10/727; Y02P  70/523
426336948,ES20110757278T,IluminaciÛn de parque eÛlico marino,"Procedimiento para manejar un parque eÛlico marino con al menos un aerogenerador (OWEA 1, OWEA 2, OWEA 3, OWEA 4) y una instalaciÛn de balizamiento, que funciona en un modo normal, caracterizado por que se recibe una seÒal de peligro a travÈs de una instalaciÛn de recepciÛn (100), la seÒal de peligro recibida se envÌa a una instalaciÛn de control (200), que conmuta la instalaciÛn de balizamiento del modo normal a un modo de balizamiento de emergencia, y al menos se enciende un foco (11, 12, 13, 21, 22, 31, 32, 33, 41, 42, 43, 47, 51) sobre un espacio de m·quinas (16, 26, 36, 46, 56), que ilumina las palas de rotor (15, 25, 35, 45, 55) del aerogenerador (OWEA 1, OWEA 2, OWEA 3, OWEA 4) asociado al espacio de m·quinas (16, 26, 36, 46, 56) y/o al menos se enciende un foco (11, 12, 13, 21, 22, 31, 32, 33, 41, 42, 43, 47, 51) que ilumina la superficie del mar y/o al menos se enciende un foco (11, 12, 13, 21, 22, 31, 32, 33, 41, 42, 43, 47, 51) de un aerogenerador d (OWEA 1, OWEA 2, OWEA 3, OWEA 4), que ilumina otro aerogenerador (OWEA 1, OWEA 2, OWEA 3, OWEA 4).",2011,G08B   5/38; Y02E  10/72; F03D  80/00; F03D  80/10; F03D  11/00; F03D  13/25
426337252,DE20131014033,Hydraulische Stellvorrichtung,"Hydraulische Stellvorrichtung (1, 35) mit zumindest zwei Leckpfaden (24, 25), die ¸ber einen ‹bergangskanal (27) verbunden sind, wobei in einem der Leckpfade (24, 25) abgrenzend zu einem Arbeitsraum (10) der Stellvorrichtung (1, 35) eine auf den Arbeitsraum (10) r¸ckfˆrdernde Dichtungsanordnung (18) vorgesehen ist.",2013,B64C  11/40; B64C  11/42; F15B  15/20; F03D   7/022; F03D   7/0224; F04D  15/0055; F04D  29/00; F15B  15/149; F15B  15/1466; F16H  63/16; F01D   7/00; F16J  15/54; B64C  11/385; B63H   3/00; B64C  11/30; F15B  15/1452
426343560,US201314375771,Method for avoiding voltage instability in an electrical grid of an offshore wind park,"Method for avoiding voltage instability in an electrical grid of an offshore wind park, the offshore wind park electrical grid being connected at a first end of a high voltage alternating current (HVAC) transmission and the main land electrical grid being connected at a second end of the HVAC transmission, each of the wind turbines being connected to the wind park electrical grid, the method comprises determining a main land phase angle at or near the second end of the HVAC transmission; measuring an individual wind turbine phase angle at one or more wind turbines; determining the difference between each of the measured individual wind turbine phase angles and the main land phase angle; and determining whether the difference between one of the measured individual wind turbine phase angle and the main land phase angle exceeds a threshold phase angle difference.",2013,F03D   7/048; H02J   3/24; F03D   7/0284; G01R  25/005; H02J   3/38; F03D   9/00; F03D   7/04; F05B2240/95; G05B  15/02; Y02E  10/763; Y02E  10/725; F03D   9/257; H02J   3/386; Y02E  10/723; F03D   7/00; F03D   7/02
436889194,KR20130049363,"LARGE DIAMETER STEEL-PIPE PILE OF RECLAMATION TYPE FOR OFFSHORE WIND GENERATION, AND CONSTRUCTING METHOD THEREOF","Provided are a buried-type large diameter steel-pipe pile for offshore wind generation and a construction method for burying the same. The construction method for burying the buried-type large diameter steel pipe pile for offshore wind generation is provided to bury the large steel pipe pile in an excavated position of foundation ground (natural ground) after the large steel pipe pile is horizontally transported on the sea to the excavated positon, while controlling the buoyancy and self-load of the large steel pipe pile by a pump, and thus is capable of using only a barge having a simple crane installed thereon to bury the large steel pipe pile without using a large-sized jack-up barge or large equipment. The construction method is capable of easily making the large steel pipe pile stand on the excavated position, while preventing water from rapidly flowing into an inlet formed on the lower end of the large steel pipe pile; separating and collecting the buried large steel pipe pile by a plug which is integrated with a pump, after the large steel pipe is buried, wherein the plug is provided to seal the upper end of the large steel pipe pile and coupled to the pump; and easily transporting the large steel pipe pile, since the large steel pipe is transported after both ends are sealed by the plug and the inlet cap.",2013,B63B  21/56; E02D   5/285; E02D2250/0061; E02D   7/20; E02D  27/425; E02D   5/28; E02D  27/52; F03D  13/22
436913120,KR20140026160,INSTALLING APPARATUS OF LEG FOR FIXING VESSEL AND INSTALLING METHOD OF LEG USING THE SAME,"The present invention relates to a leg installing apparatus for fixating a ship and a leg installing method using the same and, more specifically, to a leg installing apparatus for fixating a ship and a leg installing method using the same which can easily raise a leg, stuck and fixated in the sea bed, from the sea bed to be recovered into a hull as well as stably fixate the leg in the hull. The leg installing apparatus for fixating a ship according to the present invention comprises a clamping part installed in a penetrated hole formed in the hull and pressing the outer surface of the leg inserted into the penetrated hole; and a rotation driving part which is dropped under the sea surface via the penetrated hole and rotates the leg whose lower end part is stuck and fixated in the sea bed. Additionally, the leg installing method for fixating a ship comprises the steps of: inserting the leg into the penetrated hole formed in the hull; fixating the leg in the penetrated hole by using the clamping part; separating the leg from the clamping part, making the leg drop to the sea bed via the penetrated hole by its own weight and getting the lower end part to be stuck and fixated in the sea bed; forcefully rotating the leg by using the rotation driving part and reducing a friction force applied to the lower end part of the leg stuck in the sea bed; and vertically pulling the leg and recovering the leg from the sea bed by using a lifting device.",2014,F05B2230/6102; B63B  35/44; E02B  17/02; F03D  13/10; Y02B  10/30; E02D  27/52; B63B  35/00; F03D  13/22; Y02P  70/523; F05B2230/50; F05B2240/95; Y02E  10/727
436936253,KR20130064242,GROUT COMPOSITION AND CONSTRUCTION METHOD FOR OFFSHORE WIND POWER GENERATION FACILITY USING THE SAME,"The present invention relates to a seawater-resistant grout composition and a method for constructing an offshore wind power generation structure using the same, wherein the grout composition comprises 2-10 wt% of a high strength mixture, 25-35 wt% of normal Portland cement, 30-45 wt% of silica having a particle size of 30-60 mesh, 5-15 wt% of silica having a particle size of 60-100 mesh, and 5-10 wt% of silica having a particle size of 100-200 mesh, and the high strength mixture includes 45-99 wt% of slag and 1-55 wt% of anhydrous gypsum. The grout composition has excellent seawater resistance, good strength expression at a low temperature, and enhanced compression strength and durability so as to have resistance against wind load and repeated loads from wave pressure.",2013,C04B  28/04; C04B2111/24; C04B   7/02; C04B  28/16; Y02E  10/727; C04B  18/14; C04B  40/0042; C04B2111/70; F05B2240/95; C04B2103/58; C04B  22/008; F03D  13/25; C04B  14/04; C04B  24/00; E02D  27/52; F03D  13/22; Y02W  30/94
437030652,DK20120157221T,Apparat og fremgangsmÂde til anbringelse af sten p et bestemt sted p bunden af et vandomrÂde,NULL,2012,Y02E  10/727; B63B  27/28; B63B  35/306; B63B  27/34; B63B  35/44; E02D   3/08; B63B  35/30; E02D  15/10
437030682,DK20100730491T,FREMGANGSM≈DE TIL INSTALLERING AF EN OFFSHORE VINDMÿLLEPARK,NULL,2010,B63B  27/10; Y02E  10/727; F03D   1/00; B63B  35/003; F05B2240/95; B63B  35/00; F03D  13/10; F03D  13/40; G06Q  10/00; F05B2240/932
437030712,DK20110757278T,BELYSNING TIL OFFSHORE-VINDPARK,NULL,2011,G08B   5/38; Y02E  10/72; F03D  11/00; F03D  80/10; F03D  80/00; F03D  13/25
437107331,DE20142009798U,"Fluiddynamisch wirksames, zentralsymmetrisches Strˆmungsprofil f¸r Transversalpaddel aus geometrischen Grundfiguren","Fluiddynamisch wirksames Strˆmungsprofil aus geometrischen Grundfiguren dadurch gekennzeichnet, dass die Kontur des Profils durch das geometrische Ellipse beschrieben wird.",2014,Y02E  10/721; B63H  16/04; B64C   3/14; F15D   1/10; F03D   1/0641
437246706,US201414537473,Floating wind farm,"A floating wind farm having wind machines positioned on a generally V-shaped floating platform, the platform being tethered to an anchor such that the platform is free to be repositioned by the wind for optimum production. The wind machines power air compressors and the floating platform itself comprises large storage chambers to receive the compressed air, or storage chambers to receive liquefied air.",2014,F05B2250/70; F03D   9/00; F03D   9/257; F03D  11/04; Y02E  10/725; Y02E  60/15; Y02E  60/17; B63B2035/4466; Y02E  10/727; F03D   9/25; F03D   9/17; F03D  13/25; F03D   9/02; F03D   9/28; F03D  13/22; F05B2240/93; F05B2240/96
437253016,KR20130084131,Suction Pile with inner support,"The present invention relates a suction pile, a suction pile assembly, and an offshore wind power facility thereof. More specifically, the present invention can enhance the pull-out bearing capacity while not improving the resistance by using an internal support in a predetermined shape. Accordingly, the suction pile includes: a body which is formed in a hollow cylinder having a closed upper end, open lower end, and side parts surrounded by walls of a cylinder surface and includes outlets formed on a side of the upper plate to suck the sea water; and an internal support which is arranged on the inner part of the upper end or the wall and is formed in the length direction of the body. The present invention can minimize the increase in the penetration resistance while enhancing the pull-out bearing capacity.",2013,E02B  17/02; E02B2017/0078; E02D  27/52; F03D  11/04; E02B2017/0091; E02D   7/20; E02D  27/525
437275397,JP20130156579,CONSTRUCTION METHOD FOR WIND POWER GENERATOR,"PROBLEM TO BE SOLVED: To provide a construction method for a wind power generator that can be constructed easily within a short period of time and positively without using any large crane.SOLUTION: Jack supporting columns 1a to 1n at each of the stages are connected in sequence in accordance with lengths of divided masts (M1) to (M4). A jack frame 12 having a rail 8 and a jack device 9 mounted thereon is installed at the connected columns for jack, and a frame for a fixed anchor having a fixed anchor mounted is installed at the connected columns for jack. After the composing members of the wind power generator such as the masts are hung up by the jack device 9, loads of these composing members are received at the fixed anchor, and thereafter, the composing members are pulled into the supporting columns for jack and installed at the existing composing members. The work of each of the steps is carried out by using a work floor 2 that can be lifted up along the supporting columns for jack.",2013,F03D   1/06; F03D  80/00; Y02E  10/721; F03D  11/04; Y02E  10/722
437361192,CN201420494072U,Single pile foundation structure for offshore wind power,"The utility model provides a single pile foundation structure for offshore wind power. The single pile foundation structure comprises a single pile (1) fixed on a seabed and a transition section (2), wherein one end of the transition section (2) is connected with the single pipe (1); the other end of the transition section (2) is connected with a tower drum of a wind generating set; a single pipe top flange (11) is arranged at the top of the single pile (1); a transition section bottom flange (21) is arranged at the bottom of the transition section (2) and is connected with the single pipe top flange (11) through a fixing device. Compared with a mode that high-strength grout is adopted for grout connection, a connecting mode of a double-flange transition section adopted by the single pile foundation structure is low in price; in addition, the single pile foundation structure has the advantages of no special equipment or special persons for mounting, short mounting period, simple operation and convenience for construction and maintenance.",2014,E02D  27/12; E02D  27/52; E02D  27/42; E02D   5/48; E02D   5/52
437361208,CN201420594687U,Caisson anchored type fan foundation,"The utility model relates to a caisson type fan foundation, in particular to a caisson anchored type fan foundation, which comprises a concrete caisson and a connecting mechanism, wherein the concrete caisson and a top tower of the concrete caisson are connected through the connecting mechanism, the connecting mechanism comprises a plurality of groups of bolt components which are vertically embedded into the concrete caisson, and the bolt components are uniformly distributed in a round shape by adopting a vertical center shaft of the concrete caisson as the center in the concrete caisson. The caisson anchored type fan foundation is short in construction period, excellent in integrality and convenient to construct, can save usage of reinforcing steel bars and concrete to a certain degree by adopting the bolt components compared with a fan foundation which is embedded with a foundation ring, greatly improves construction quality and project progress, improves stability and economy on the whole, reduces diameter of a root barrel body of a tower barrel to a certain degree, solves the transportation difficult problem of the tower barrel, and is generalized and applied in the field of off-shore wind farms.",2014,E02D  27/50; E02D  27/42; E02D  27/18; E02D  27/44
437363035,CN201420508402U,Wind power water elevator intelligent control system with solar energy as power,"The utility model discloses a wind power water elevator intelligent control system with solar energy as power. A solar cell plate is used for providing electric energy required by operation of the system; the solar cell panel which is fixedly arranged on an iron tower is used for converting solar energy into electric energy to be stored in an accumulator; a gear box of a wind power water elevator is provided with a rotation speed sensor for detecting the operation speed of a windmill; when the operation speed of the windmill exceeds set rotation speed, a controller outputs a signal to start an electric push rod, the electric push rod pushes a wind power water elevator brake pedestal to a brake position, and the windmill stops; or when the water in the water tank reaches a full water level, the water level sensor in a water tank transmits a water full signal to the controller, and the controller controls the electric push rod to brake; when the water in a reservoir is lower than a set water level, a floating ball water level sensor lower computer transmits the signal to the controller, the controller controls the electric push rod to start, and the windmill starts to elevate water until the reservoir is in a full water state. Remote control and time control can be realized for the work of the electric push rod, and the restart time and the starting and stopping state can be set according to running requirements and the weather condition.",2014,F03D   7/02; Y02P  80/158; F03D   9/00; Y02E  10/723
437408428,CN201380029141,Turbine comprising at least two hollow 3d wheels nested inside one another,"Firstly, the turbines direct the fluid tangentially through channels provided around a stationary hollow wheel and the jets are received in buckets in a rotating wheel surrounding the stationary wheel, operating on the Pelton wheel principle. This novel method can be used to construct turbine assemblies that can recover energy from moving fluids, like wind turbines and marine turbines, using a minimum capture surface and obtaining a maximum yield.",2013,F03D   1/0608; F05B2240/121; F03B   3/12; F03B   3/18; Y02E  10/721; F01D   1/02; F03D  80/70; F03D   1/04; F03D   1/0633; F03B   1/00; Y02E  10/223; F01D   1/026; F03D   1/06
437427868,CN201420380082U,Inside-body prestressing tendon tensioning connection mechanism for wind generating set concrete tower,"The utility model belongs to an inside-body prestressing tendon tensioning connection mechanism for a wind generating set concrete tower. The mechanism comprises an upper extrusion sleeve and a lower anchoring anchor tube which are connected through a connecting nut. The upper extrusion sleeve is connected with the bottom end of an upper prestressing tendon, the lower anchoring anchor tube is connected with the top end of a lower prestressing tendon, and external diameters with the opposite directions are prefabricated on the upper extrusion sleeve and the lower anchoring anchor tube. According to the inside-body prestressing tendon tensioning connection mechanism for the wind generating set concrete tower, it can be guaranteed that inside-body prestress of the concrete tower is continuous, prestress loss is reduced, operation is simple, and anchoring is accurate and reliable.",2014,F03D  11/04
437427870,CN201420565895U,Building pile foundation structure of offshore wind turbine tower,"The utility model discloses a building pile foundation structure of offshore wind turbine tower. The building pile foundation structure of offshore wind turbine tower comprises a pile, a resistance plate and a hard filling layer; the pile is fixed in the seabed; the length of the pile is 1.5 times of the height of the resistance plate; the resistance plate is arranged at the seabed and circles the pile once; the hard filling layer is arranged between the outer surface of the pile and the inner surface of the resistance plate; the filling thickness of the hard filling layer is equal to or greater than 30 centimeters; the bottom of the resistance plate is a shape recessing inwardly; and the included angle between the outer surface of the resistance plate and the inner surface of the resistance plate bottom is 10 degrees to 50 degrees. The building pile foundation structure of offshore wind turbine tower is simple in structure; the resistance plate and the hard filling layer are arranged to increase the frictional force of the pile and resist the horizontal force and cutting force; meanwhile, the length of the pile is shorter than the length of the conventional pile; therefore the building pile foundation structure of offshore wind turbine tower is easier to be constructed than the conventional single-pile structure.",2014,F03D  11/04; Y02B  10/30
437464691,CN201410210866,Vertical axis type wind energy machine with output power controllable,"The invention belongs to the technical field of wind power generation, and relates to a vertical axis type wind energy machine with a stable alternating current frequency, wherein output power of the wind energy machine can be controlled according to the requirements of power grid load. The vertical axis type wind energy machine is characterized in that wind energy machine blades are mounted on a three-dimensional structure which is rigidly connected with an annular floating body; the wind energy machine blades are of a double-faced lift force type; the lift force type blades are in the shape of an aircraft wing, the front edges of the blades normally are windward, and the rear edges of the blades normally are downwind; according to the condition of instant wind power of the position where the wind energy machine blades are located, the wind power angle of attack and the blade force lift direction of the wind energy machine blades can be controlled by a special device through a computer according to needs, so that the wind energy machine rotates at a relatively-stable angular speed, and output power of the wind energy machine is controlled within the maximum output power according to the requirements of power grid load; all blades of the wind energy machine only negatively act at one or two positions where the wind direction is consistent with an annular tangent line, and the blades can positively act or negative act on the wind energy machine at any other positions according to needs; wind energy machine braking can be achieved by controlling changing of the wind power angle of attack and the force lift direction of the blades through the computer.",2014,F03D   3/00; F05B2270/1033; F03D   3/005; F03D   7/06; F03D   3/067; F03D   5/04; Y02E  10/70
437464707,CN201410580948,Energy-gathered regulating and automatic wind aligning type wind power generation application system,"The invention discloses an energy-gathered regulating and automatic wind aligning type wind power generation application system. The energy-gathered regulating and automatic wind aligning type wind power generation application system is characterized in that an automatic wind aligning device composed of a rotating wheel, a supporting body rotating shaft, a guide rod and a circular rail is arranged, the supporting body rotating shaft is located dead ahead of an air inlet of a wind gathering cover and connected with a supporting body frame through the guide rod, the rotating wheel is mounted below the supporting body frame, and the supporting body rotating shaft is arranged at the center of the circular rail; the wind gathering cover is composed of wind gathering units, each wind gathering unit comprises a wind gathering single sheet, a rotating shaft, a pressure rod and a pressure device, the two ends of each rotating shaft are connected with the supporting body frame, the wind gathering single sheets are connected with the rotating shafts, one end of each pressure rod is connected with the corresponding rotating shaft or the corresponding wind gathering single sheet, and the other end of each pressure rod is connected with the supporting body frame through the pressure device. If the automatic wind aligning device is composed of a floating body, a seabed fixing body and fixing ropes, the energy-gathered regulating and automatic wind aligning type wind power generation application system can be mounted at sea. The energy-gathered regulating and automatic wind aligning type wind power generation application system has the advantages of being capable of carrying out automatic wind alignment, low in manufacturing cost, high in utilization rate of wind energy, high in wind resistant performance, easy to apply in a large scale, wide in application range and the like.",2014,F03D   7/0204; Y02E  10/722; F03D  80/00; Y02P  70/523; F03D   9/00; Y02E  10/723; F03D   1/04; F03D  11/00; F03D   7/04
437496432,CN201420638475U,Wind turbine tower foundation structure,"The utility model discloses a wind turbine tower foundation structure. The wind turbine tower foundation structure comprises a center piece, a rear tension anchor cable, a first structural member and a second structural member, wherein the center piece is located in the center of a foundation, the first structural member and the second structural member are arranged in a spaced mode, the rear tension anchor cable is annularly arranged and penetrates out of the first structural member and the second structural member, and the first structural member and the second structural member are tensioned and fixedly connected. According to the wind turbine tower foundation structure, the structural members can be prefabricated, on-site construction is not needed, the prefabricated members can be connected without the requirement for strict professional knowledge, construction difficulty is reduced, and the construction period is shortened.",2014,E02D  27/42
437501898,CN201420628144U,"Wind turbine generator set, bearing displacement monitoring structure thereof and system","The utility model provides a wind turbine generator set, a bearing displacement monitoring structure thereof and a system. The bearing displacement monitoring structure for the wind turbine generator set comprises a linear displacement sensor with a detecting rod; the linear displacement sensor is fixed in relative to a fixed shaft; a moving shaft is connected onto the fixed shaft via a fixed end bearing and a floating end bearing; the detecting rod of the linear displacement sensor is parallel to the axis of the fixed shaft; and the detecting rod abuts against the floating end bearing. According to the bearing displacement monitoring structure for the wind turbine generator set, the linear displacement sensor is adopted to monitor the state of the floating end bearing in a displacement measurement mode, pre-judgment in advance before invalidation can be conveniently carried out through monitoring the displacement value, alarm giving or fault protection for the wind turbine generator set can be realized, demands on the technical staff is low according to the scheme, and compared with a temperature monitoring scheme, wider applicability is facilitated.",2014,F03D  11/00; G01B  21/02
437524384,KR20130080736,"Underwater Supporting Structure for Wind Turbine Tower, and Constructing Method thereof","The present invention relates to a gravity type underwater supporting structure which is arranged in the water to have an offshore structure supported by the lower part thereof and comprises a heavy weight structure body and a multi-pile type middle column body, wherein the middle column body is manufactured from the multi-pile type middle column body consisting of multiple piles. The construction method of the gravity type underwater supporting structure comprises dividing the weight structure body horizontally into several pieces and the multi-pile type middle column body into several pieces at the same time; forming the divided weight structure body and the divided multi-pile type middle column body into one unit; transporting the units to the sea; successively stacking the units on an installation position; and integrally assembling and combining the units. Accordingly, the method is capable of solving a problem and removing limitations which are caused by transporting a large integrated underwater supporting structure.",2013,E02D  27/14; F03D  11/04; Y02E  10/72; H02K   7/183; Y02P  70/523; E02D2200/14; E02D  27/52; Y02T  70/5254
437537577,KR20130091834,Working tool for nacelle,"Disclosed is a working tool for a nacelle. The present invention is provided to make a repairing work easier as a worker is directly seated on a support device and freely moves inside the nacelle. According to an embodiment of the present invention, the working tool for the nacelle comprises: the support device arranged inside the nacelle to be able to move; a plurality of wires radially connected to the support device, supporting the support device in a floated state in the air, and enabling the support device to be transferred since the length can be adjusted; a sheave installed in a side of an inner wall of the nacelle, supporting each of the wires, and guiding the movement of the wires; and a plurality driving motors installed in the inner wall of the nacelle opposite to the wire, adjusting the length of the wire.",2013,B66C  23/18; F03D  11/00; B66C  21/08; Y02E  10/726; B66C  21/00
437552048,FR20140061606,TRAITEMENT ANTICORROSIF DE STRUCTURES PORTANTES IMMERGEES,"L'invention concerne un traitement contre la corrosion d'une structure portante creuse (MP), mÈtallique et immergÈe dans de l'eau, dans lequel on applique deux ouvertures amÈnagÈes dans la structure, avec: - une premiËre ouverture (T1), pour une entrÈe d'eau dans la structure, et - une deuxiËme ouverture (T2), pour une Èvacuation d'eau depuis la structure, permettant d'Èvacuer une aciditÈ d'eau dans la structure, issue par exemple d'un traitement galvanique de protection contre la corrosion.",2014,C23F  13/06; E02B  17/0026; E04H  12/34; F03D  13/25; C23F  15/00; C23F2213/31; E02D  27/52
437588982,DK20100845452T,InstallationsfremgansmÂde og bjÊrgningsfremgangsmÂde til offshore vindturbine,NULL,2010,F03D   9/00; F03D  13/25; F05B2240/95; B63B  35/00; E02B  17/02; F03D  13/10; F05B2240/90; Y02T  70/146; B63B  75/00; Y02E  10/727; E02B  17/08; F03D  13/22; B63B  35/003; B63B2035/446; F03D  13/40; B63B  35/44
437606503,KR20130095510,Suction Foundation Assembly Construction Method for Adjusting Horizontality and Offshore Wind Power System using the same,"The present invention relates to a suction base which includes an inner penetration depth adjusting means to maintain the horizontality, a suction base assembly using the same, a suction base construction method, and an offshore wind farm facility easily obtaining the horizontality thereof. The suction base includes: a body which has an upper end covered by an upper plate and a lower end in the shape of a hollow open cylinder; one or more adjusting units having an end connected to an end of the upper plate while facing the lower end to adjust the penetration depth, and an internal support unit which is connected to one end of the adjusting means and in contact with the inner seabed layer. The present invention can obtain the horizontality through fixing and releasing the pneumatic and hydraulic cylinders in the suction base to obtain the horizontality with less force than using only the pneumatic and hydraulic cylinders.",2013,E02D   7/20; E02D  27/425; E02D2200/11; F03D  13/22; E02D  27/52; E02D  27/525; F03D  11/04
437609538,KR20140104674,Transition piece for Adjusting Horizontality,"The present invention relates to a transition piece which forms a miter-joint between a tower and a base by using a cylindrical member having the same gradient to easily adjust horizontality and verticality of a structure through relative rotation between members. The transition piece comprises: an upper cylindrical inclined part (10) of which the bottom surface is inclined at a predetermined angle; and a lower cylindrical inclined part (12) of which the top surface is inclined at a predetermined angle to correspondingly come into contact the bottom surface of the upper inclined part (10). The upper inclined part (10) rotates by using a center of a transverse section as an axis to adjust horizontality and verticality of a structure. According to the present invention, since flattening of the ground is unnecessary or minimized, construction costs and periods can be reduced due to the omission of the additional process.",2014,F03D  13/22; E02D  27/52; E04H  12/00; F03D  13/20; E02D  27/42; F03D  11/04
437609540,KR20140104675,Transition piece for Adjusting Horizontality,"The present invention relates to a transition piece which forms a miter-joint between a tower and a base by using a cylindrical member having the same gradient to easily adjust horizontality and verticality of a structure through relative rotation between members. The transition piece comprises: an upper cylindrical inclined part (10) of which a bottom surface is inclined at a specific angle; and a lower cylindrical inclined part (12) of which a top surface is inclined at a specific angle to correspondingly contact the bottom surface of the upper inclined part (10). The upper inclined part (10) rotates by using a center of a transverse section as an axis to adjust horizontality and verticality of a structure. According to the present invention, since flattening of the ground is unnecessary or minimized, construction costs and periods can be reduced due to the omission of the additional process.",2014,F03D  13/20; F03D  11/04; E02D  27/52; E04H  12/00; F03D  13/22; E02D  27/42
437622300,PH20141502301,"PARTIALLY FLOATING MARINE PLATFORM FOR OFFSHORE WIND-POWER, BRIDGES AND MARINE BUILDINGS, AND CONSTRUCTION METHOD","An offshore platform for a marine environment includes a regulating tower section supporting at least one offshore wind turbine, at least one buoyancy tube connected between the regulating tower section, the at least one buoyancy tube having a tapered lower end extending to a seabed, and a concrete bed within the seabed. The tapered lower end is a cone-shaped bottom slab having a flat top surface with an apex of the cone-shaped bottom slab pointing downward towards the seabed. The concrete bed includes a reversed cone-shaped indentation to which the cone-shaped bottom slab is to be fixed within that was formed in the concrete bed by the cone-shaped bottom slab prior to the concrete bed hardening to a final design strength.",2014,E02B  17/00; E02B  17/0008; E02D  23/00; E02D  27/20; B63B  21/502; E02D   5/22; E02D  25/00; Y02E  10/727; B63B   1/107; E02B2017/0043; Y02B  10/30; B63B  35/44; B63B2001/128; E02B2017/0073; E02B2017/0091; B63B2021/505; B63B2035/446; E02D  27/425; F03D  13/22; F05B2240/93; F03D   9/00; F03D  13/25; E02D  27/525; F05B2240/95
437670243,KR20140151944,SEMI-SUBMERSIBLE CONCRETE PLATFORM FILLED EXPANDABLE POLYSTYRENE FOR WINDMILL,"The present invention relates to a semi-submersible EPS-filling concrete platform for offshore wind power generation. The semi-submersible platform for offshore wind power generation has at least three cylindrical floating bodies separately arranged in all directions, wherein the cylindrical floating bodies move in one united body by a medium of a binding material. For the forementioned, the cylindrical floating body has a concrete cover in order to form a sealed space part, the space part is filled with forming expanded polystyrene, and a liner is formed between the concrete cover and the forming expanded polystyrene. Thereby the semi-submersible EPS-filling concrete platform is able to secure economic efficiency and durability and is also able to obtain enough floating ability by being filled with forming expanded polystyrene.",2014,F03D  11/04; F03D  13/25; F03D   9/00; Y02E  10/70; B63B  22/00; B63B2035/446; B63B  35/44; Y02E  10/72; F05B2240/93
437670674,KR20140090018,FLOATING OFFSHORE WIND POWER PLANT SYSTEM,"The present invention relates to a floating marine wind power generating system. To moor a floating body installed in a lower part of a wind power generating device, a first mooring line moors an upper part of the floating body around the ground base and a second mooring line moors a lower part of the floating body to distribute loads of the ground base so that the wind power generating device is stably supported without inclination when large external force such as wind power and wave power is applied.",2014,F05B2240/90; B63B  35/44; B63B  22/18; B63B2035/446; F03D  11/04; E02D  27/52; Y02E  10/72; F03D  13/25
437679027,KR20130132110,Construction of a structure based on large-scale equipment and process files,The present invention relates to a construction equipment and construction method of a basic pile of a large structure comprising: a workbench (110) to install a plurality of pin files (111) in a lower part and to form a work hole (112) in the center; a casing (120) inserted into the internal side of the work hole (112); a body (130) placed in the upper portion of the casing (120); a discharge pipe (140); a plurality of drilling bits (141) and a water jet injection nozzle (171) formed on the lower surface or one side of the discharge pipe (140); a drive member (150); a reader (160) installed in the upper one side of the body (130); a winch (161) installed on one side of the body (130); a water jet injection pipe (170); and a compressed air injection pipe (180) for spraying the compressed air to the lower part of the discharge pipe (140). The present invention can improve the construction efficiency since the basic pile of the large diameter capable of installing the large structure including a wind power generator and a bridge post etc. can be carried out the construction.,2013,E02D2250/0023; E02D   7/20; E02D  27/52; Y02E  10/72; E02D   7/24
437807516,CN201410633320,Reinforced concrete-steel structure hybrid gravity foundation for offshore wind power and construction method thereof,"The invention discloses a reinforced concrete-steel structure hybrid gravity foundation for offshore wind power. The reinforced concrete-steel structure hybrid gravity foundation comprises a caisson base and an upper steel support structure, wherein the caisson base has a gravity type reinforced concrete cavity structure; the steel support structure is fixed on the caisson base; the top end of the steel support structure is provided with a foundation ring which is connected with a fan tower; the caisson base and/or the steel support structure is provided with an irrigation channel which is communicated to the cavity of the caisson base. The invention further discloses a construction method of the reinforced concrete-steel structure hybrid type gravity foundation for offshore wind power. Compared with an ordinary jacket and single pile foundation, the reinforced concrete-steel structure hybrid gravity foundation has the advantages that the advantages of a reinforced concrete structure and a steel structure are combined organically; the reinforced concrete cavity structure is taken as a foundation base, and the steel structure is taken as an upper support structure; a pile foundation is not required; the foundation is made on the land, is assembled integrally, and can be transported by means of semi-submersible barge or the own buoyance. The reinforced concrete-steel structure hybrid gravity foundation is easy and convenient for construction, is shorter in the construction period, is economical, and has a wide application prospect in an offshore wind power project.",2014,E02D  27/42; E02D  27/44; E02D  27/52; E02D  27/18; E02D  27/425; E02D2300/002; E02D2300/0029
437811862,CN201410669419,Monitoring system-based offshore wind farm power generation equipment control method,"The invention discloses a monitoring system-based offshore wind farm power generation equipment control method. Aiming at different communication structures of each offshore wind farm, a uniform concurrent mechanism-based control method is adopted to control a selected to-be-controlled control point of the offshore wind farm, and an operator can quickly execute control operation through simple selection and configuration, so that the workload of an offshore wind farm operation maintenance worker is relieved, the working efficiency is improved, meanwhile the occurrence rate of error operation is also reduced, and normal operation of the offshore wind farm is guaranteed.",2014,G05B  19/418; G06F  19/00; G05B  19/41835; Y02P  90/02
437836485,CN201420226397U,Buoyant-box-type positioning tool used for piling of offshore wind power foundation,"The utility model discloses a buoyant-box-type positioning tool used for piling of an offshore wind power foundation. The buoyant-box-type positioning tool comprises buoyant boxes, each of which is provided with a piling positioning hole. During construction, each buoyant box is placed on the construction site. After measurement and positioning, a steel pile prepared for installation penetrates through each piling positioning hole for performing piling operation without any influence of the seabed terrain. The buoyant-box-type positioning tool used for piling of the offshore wind power foundation is advantaged by being simple in structure, low in cost, convenient in installation and fine in stability and the like.",2014,E02D  13/04
437841489,CN201420670568U,Exciting device for offshore single-pile wind turbine module test,"The utility model discloses an exciting device for an offshore single-pile wind turbine module test, and belongs to the technical field of a wind turbine model test. A drive motor is installed on a base. A crankshaft is installed on the base through a bearing pedestal. The drive motor and the crankshaft are connected through a shaft coupling. One end of a connecting rod is hinged onto the crankshaft, and the other end and an exciting force output shaft are hinged together. The exciting force output shaft is disposed on the base through a carrier frame, and conducts reciprocal rectilinear motion on the carrier frame through a slide bearing. A vibration frequency sensor is further disposed on the exciting force output shaft. According to the utility model, the exciting device adopts a brand new structural design, and is simple in structure and low in cost; a crankshaft connecting rod mechanism is used for converting torque into linear exciting force, and a servo motor is used as a power source of the exciting device; the simulated offshore wind wave frequency of 0.02-0.5Hz can be accurately outputted; the exciting frequency of 0.01Hz can be outputted at the lowest; the outputted exciting force amplitude can reach around 40N; and the wind turbine module test requirements under laboratory environment are fully met.",2014,G01M   7/02; G01R  31/34
437922460,US201314396984,Wind turbine on a floating support stabilized by a raised anchoring system,A wind power system includes a wind turbine resting on a floating support and an anchoring system for anchoring the wind power system connected to the wind power system by attachment points. The wind power system has the attachment points raised above the waterline of the floating support to a height with respect to the waterline determined so as to counterbalance an overturning moment of the wind turbine subjected to a given wind speed.,2013,F05B2240/93; B63B  21/50; F03D   7/02; F03D  11/04; F03D  13/20; F03D  13/25; Y02E  10/727; Y02E  10/723; F03D  13/10; F03D  13/22; F05B2240/97
437990578,US201214394400,Offshore platform for a marine environment,"An offshore platform for a marine environment includes a regulating tower section supporting at least one offshore wind turbine, at least one buoyancy tube connected between the regulating tower section, the at least one buoyancy tube having a tapered lower end extending to a seabed, and a concrete bed within the seabed. The tapered lower end is a cone-shaped bottom slab having a flat top surface with an apex of the cone-shaped bottom slab pointing downward towards the seabed. The concrete bed includes a reversed cone-shaped indentation to which the cone-shaped bottom slab is to be fixed within that was formed in the concrete bed by the cone-shaped bottom slab prior to the concrete bed hardening to a final design strength.",2012,E02B2017/0043; E02D  27/52; F03D  13/22; Y02E  10/727; B63B  35/44; B63B2021/505; B63B  21/502; B63B2035/446; E02D  27/525; F05B2240/95; F03D  13/25; E02D  27/20; B63B   1/107; E02B  17/0008; B63B  21/50; Y02B  10/30; B63B2001/128; E02B  17/00; E02B2017/0073; E02D  27/42; E02B2017/0091; E02D  27/425; F05B2240/93
437996549,JP20140182477,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,"PROBLEM TO BE SOLVED: To provide a column-stabilized offshore platform with water-entrapment plates and an asymmetric mooring system for support of offshore wind turbines.SOLUTION: A floating wind turbine platform includes a floatation frame 105 that includes three columns 102, 103 that are coupled to each other with horizontal main beams 115. A wind turbine tower 111 is mounted above a tower support column 102. Turbine blades 101 are coupled to a nacelle 125 that rotates on top of the tower. The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower or in the top of the tower support column. The floatation frame includes a water ballasting system that pumps water between the columns to keep the tower in a vertical alignment regardless of the wind speed. Water-entrapment plates 107 are mounted on the bottoms of the columns to minimize rotational movement of the floatation frame due to waves.",2014,B63B  21/50; B63B  35/44; B63B  39/14; B63B  43/06; B63B  35/00; B63B2035/446; B63B  39/03; B63B  39/06; E02B2017/0091; F03D   9/25; F03D  17/00; F05B2240/95; B63B  21/00; B63B  21/20; B63B2039/067; E04H2012/006; F03D   7/0204; F03D   9/257; B63B   1/107; E02B  17/04; F03D  80/00; F05B2240/93; Y02E  10/22; F03D  13/25; Y02E  10/727; E02B   9/00; F03D  11/04; F03D  13/10; Y02E  10/725
438032148,CN201410686305,Semi-submersible type floating fan base and floating fan,"The invention provides a semi-submersible type floating fan base and a floating fan. The floating fan base comprises at least three stand columns, a stand column connecting structure and a supporting stand column, wherein the stand column connecting structure is connected with the lower ends of the stand columns to integrate the stand columns and the stand column connecting structure into a whole; the supporting stand column is arranged in the center of the floating fan base and used for supporting a tower, a cabin, blades and a wind generating system of the fan; and the cross sectional area of each stand column gradually grows large from a preset position underwater to top. The floating fan comprises the semi-submersible type floating fan base, the tower, the cabin, the wind generating system and the blades, wherein the tower is mounted on the supporting stand column of the semi-submersible type floating fan base; the cabin is mounted on the top of the tower; and the wind generating system and the blades are mounted at the front end of the cabin. According to the semi-submersible type floating fan base, the structure and the movement performance of the floating fan are improved, and production cost and installation cost are reduced.",2014,E02D  27/42; B63B   1/107; B63B  35/44; B63B2035/446; B63B2039/067; E02D  27/52
438052388,CN201380034792,Floating type structure,"A floating type structure is disclosed. A floating type structure according to the present invention comprises: a main body which includes leg wells; legs which vertically penetrate the leg wells and have chords and rack gears; and unit installation means which are disposed, in the main body, on the periphery of the inner walls of the leg wells, with jacking units installed in the main body by the unit installation means.",2013,B63B  35/44; E02B2017/0091; F03D  11/00; B63B   9/06; B63B  75/00; B63B2035/446; E02B  17/0034; E02B  17/08; E02B  17/0818; B63B  35/003; F03D  13/40; F03D  80/00; B63B  27/10; F03D  13/25; Y02E  10/727; E02B2017/006; E02B  17/021
438076349,CN201420546065U,Single pile foundation sacrificial anode protection device of high-power offshore wind turbine generating set,"The utility model discloses a single pile foundation sacrificial anode protection device of a high-power offshore wind turbine generating set. The single pile foundation sacrificial anode protection device comprises an upper pressure tank, a lower pressure tank, a sacrificial anode, an upper bracket and a lower bracket, wherein the top of the sacrificial anode is fixedly connected with the upper bracket by virtue of the upper pressure tank, the bottom of the sacrificial anode is fixedly connected with the lower bracket by virtue of the lower pressure tank, and the upper bracket and the lower bracket are respectively fixed on a pile body of a single pile foundation. The single pile foundation sacrificial anode protection device is characterized in that upper electric conductive flat iron is connected between the top end of the sacrificial anode and the pile body, lower electric conductive flat iron is connected between the bottom end of the sacrificial anode and the pile body, an upper rubber shock absorber is arranged between the top part of the sacrificial anode and the upper pressure tank, and a lower rubber shock absorber is arranged between the bottom part of the sacrificial anode and the lower pressure tank. The single pile foundation sacrificial anode protection device disclosed by the utility model is simple in structure and easy to manufacture, can be used for monitoring the consumption of the sacrificial anode and flexibly replacing the sacrificial anode, is high in structural strength and good in protective performance, and is a novel product for positively protecting the service life of the single pile foundation.",2014,C23F  13/06; E02D  31/06; C23F  13/08
438079589,CN201420625027U,Energy gathering adjusting type automatic wind facing type wind power generation application system,"The utility model discloses an energy gathering adjusting type automatic wind facing type wind power generation application system. The energy gathering adjusting type automatic wind facing type wind power generation application system is characterized in that an automatic wind facing device composed of rotating wheels, a supporting body rotating shaft, a guide rod and a circular track is arranged, the supporting body rotating shaft is located right ahead of a wind gathering cover wind inlet and connected with a supporting body frame through the guide rod, the rotating wheels are arranged at the bottom of the supporting body frame, and the supporting body rotating shaft is arranged in the center of the circular track; a wind gathering cover is composed of wind gathering units, each wind gathering unit is composed of a single wind gathering sheet, a rotating shaft, a pressure rod and a pressure device, wherein the two ends of the rotating shaft are connected with the supporting body frame, the single wind gathering sheet is connected with the rotating shaft, one end of the pressure rod is connected with the rotating shaft or the single wind gathering sheet, the other end of the pressure rod is connected with the supporting body frame through the pressure device, and if the automatic wind facing device is changed to be composed of a floating body, a seabed fixing article and a fixing rope, offshore installation can be achieved. The energy gathering adjusting type automatic wind facing type wind power generation application system has the advantages of being capable of achieving automatic wind facing, low in manufacturing cost, high in wind energy utilization rate, high in wind resisting capacity, wide in application range and the like, and the large scale is facilitated.",2014,F03D  11/00; Y02E  10/723; Y02E  10/725; F03D   9/00; F03D   7/04; Y02P  70/523
438079603,CN201420545703U,High-power large-diameter offshore wind power generator set tower frame inner platform,"The utility model discloses a high-power large-diameter offshore wind power generator set tower frame inner platform. The high-power large-diameter offshore wind power generator set tower frame inner platform is characterized by comprising a transformer platform, a control cabinet platform, a frequency converter platform and a crawling ladder, wherein a transformer platform support fixedly connected with a tower barrel is arranged on the transformer platform, the transformer platform is fixedly connected with the control cabinet platform through a column, the control cabinet platform is fixedly connected with the frequency converter platform through a column, the crawling ladder penetrates through the transformer platform, the control cabinet platform and the frequency converter platform, and a water cooling pipe and an air pipe are arranged on the control cabinet platform. The high-power large-diameter offshore wind power generator set tower frame inner platform has the advantages that three-layer platform design is adopted, electrical appliances having different functions are separately centralized together, a occupied space is greatly saved, the requirement for tower barrel diameter is reduced, and meanwhile a column fixing mode is adopted, so that the high-power large-diameter offshore wind power generator set tower frame inner platform is safe and reliable, and installing difficulty and production cost are reduced.",2014,Y02P  70/523; F03D  11/00
438079605,CN201420545714U,High-power large-diameter offshore wind power generator set tower frame outer platform,"The utility model discloses a high-power large-diameter offshore wind power generator set tower frame outer platform which comprises lower supporting rods, upper pull rods, a platform body and a guardrail. The platform body is fixedly connected with a tower barrel through the lower supporting rods and the upper pull rods. The high-power large-diameter offshore wind power generator set tower frame outer platform is characterized in that an operating table is arranged above the platform body, a cooling device is arranged between the platform body and the operating table, and a water cooling pipe which can be led into the tower barrel is connected to the cooling device. The high-power large-diameter offshore wind power generator set tower frame outer platform has the advantages of being simple in structural design, small in size, convenient to hoist and install and capable of cooling electrical appliances through the cooling device and a cooling fan, accelerating heat dissipation of the electrical appliances and prolonging the service life of the electrical appliances.",2014,F03D  11/00
438131082,US201314081495,Power output distribution and control system for multi-output battery charger,"Systems and methods for providing a single power source, multi-output battery charger configured to transition individual batteries coupled to its output from the absorption stage to the float stage independent of other batteries also coupled to its output. The power source may be any suitable power source, such as an AC/DC converter, solar panels, wind generators, alternators, etc. A programmable controller with suitable circuitry is utilized to control a voltage drop across a variable voltage drop blocking device coupled between the output of the power source and a terminal of a rechargeable battery to selectively transition individual batteries coupled to the power source output from the absorption stage to the float stage once they have reached full charge. Using the battery chargers disclosed herein, auxiliary batteries are not subjected to the full absorption voltage for an extended duration after they are charged, thereby reducing the likelihood of undesirable overcharging.",2013,H02J   7/0072; H02J   7/00; H02J   7/007
438150589,JP20140157917,METHOD AND SYSTEM FOR MONITORING LOAD AND STRESS OF FLOATING BODY FACILITY,"PROBLEM TO BE SOLVED: To provide a method and system for monitoring the load and stress of a floating body facility enabling monitoring at many structural weak points only by measuring limited indicators related on the whole behavior such as floating body movement of the floating body facility.SOLUTION: A method for monitoring the load and stress of a floating body facility corresponding to this invention estimates in real time the loads and stresses of plural monitoring portions 15a, 15b, 15c of a floating body facility 10 on the basis of measurement of indicators related on the whole behavior of the floating body facility 10 containing floating body movement in operation of the floating body facility 10 and/or weather/hydrographic conditions.",2014,F03D   9/00; F03D  80/50; Y02E  10/723; Y02E  10/725; F03D   7/04; F03D   9/30
438208650,EP20150159762,RENEWABLE ENERGY POWER GENERATING APPARATUS AND OPERATION METHOD OF THE SAME,"A renewable energy power generating apparatus includes: a tower; a nacelle disposed above the tower and supported on the tower; a rotor hub rotatably supported on the nacelle; an oil-using unit supported on the nacelle or the rotor hub and positioned above the tower; an in-tower oil tank disposed at an upper part of the tower, the in-tower oil tank including an in-tower supply tank for storing oil which is to be supplied to the oil-using unit; a first feed pump disposed at a lower part of the tower or on a base on which the tower is built, for feeding the oil to the in-tower supply tank; and a second feed pump for feeding the oil in the in-tower supply tank to the oil-using unit.",2015,F05B2260/406; F05B2260/60; Y02E  10/727; F05B2260/98; Y02E  10/726; Y02E  60/17; F03D   9/28; F03D  80/80; Y02P  80/158; F03D   9/00; F03D  13/20; F03D  80/70; F03D  80/88; F05B2240/95
438246335,KR20130104361,FASTENING APPARATUS FOR SUBMARINE CABLE OF WIND POWER GENERATOR,"The present invention relates to an apparatus for fastening a submarine cable of a wind power generator, which facilitates stable connection of a power cable or a communications cable extended from the submarine cable to an internal device of the generator, and prevents salt attack. The apparatus for fastening the submarine cable of the wind power generator comprises: a first cylindrical fastening member which has an upper plate inside thereof configured to surround a curved portion of an armour and a plurality of fastening holes formed in a longitudinal direction at the perimeter thereof; a second cylindrical fastening member which is disposed to face a lower part of the first fastening member, and includes a lower plate configured to be in close contact with the bottom end of the pushed armour inside thereof, and a plurality of fastening holes formed in the longitudinal direction at the perimeter thereof; a base plate which is disposed to face a lower part of the second fastening member, and includes a hole formed at the center through which the submarine cable passes while being in close contact with an internal surface thereof, and a plurality of fastening holes formed in a transverse direction at the perimeter thereof; and a plurality of supports which passes each of the fastening holes to fix the first fastening member, second fastening member, and base plate to an insertion part. According to the present invention, it is possible to stably connect a submarine cable for a wind power generator.",2013,F03D  80/85; F03D  11/00; H02G   9/02; F05B2240/95; Y02E  10/727
438252341,KR20140044645,A BERTHING APPARATUS FOR SHIP BERTHED ON OFFSHORE WIND POWER GENERATOR,"The present invention relates to a berthing apparatus installed in a ship in order to berth the ship on an offshore wind power generator and, more specifically, to an offshore wind power generator berthing apparatus for a ship which includes berthing parts capable of reciprocating by a driving part and protruding from one side of the ship to be berthed on a berthing structure of a tower; and the driving part providing a driving force for moving the berthing parts, wherein a plurality of the berthing parts is formed, each of the berthing parts is movable by the driving part, only a portion of the berthing parts protrudes from one side of the ship according to the size of the berthing structure to be inserted into the berthing structure, thereby easily berthing the ship on the tower of the offshore wind power generator having various sizes.",2014,B63B  59/02; B63B  21/00
438256798,UAA201211147,ONIPKO'S UNIVERSAL ROTOR,"The invention relates to the rotors of windmills, hydro-turbines, propeller screws, fans and propellers of aircrafts. The universal rotor has arc-like blades placed around the axis of rotation of the rotor and attached to the shaft. Each blade is formed with the side and concave surfaces. The convex side surface of the arc-like blade is parallel to the axis of rotation of the rotor, and the concave surface is inclined from the axis in direction to the basis of the blade. The invention promotes transformation of energy of flow of fluid medium to mechanical energy and vice versa.",2012,Y02B  10/30; B63H   1/14; Y02P  70/523; F03D   1/06; Y02E  10/721; B64C  11/00; Y02E  10/223; Y02P  70/525
438257584,UAA201204247,Yu. MILINSKYI'S WIND-DRIVEN ELECTRIC POWER PLANT,"The wind-driven electric power plant includes a guide apparatus, a windmill, and electric generator. The guide apparatus is arranged as a bushing, its ends are connected with spokes to the rim, on its outer surface blades are fixed, those are connected with the ends to the outer rim with bent edges, as a confuser, and rigidity rib. On the outer surface of the outer rim wheels rest, those are hinged on the shafts that connect the links of the chain round the outer surface of the outer rim. To the links sections of split rim with bent edges as diffuser are fixed, to those blades are fixed with formation of a wind wheel. The fixed guide apparatus is coaxially connected with wheels to the wind wheel that rotates, with formation of a wind-driven power turbine. On the inner surface of the rim of the guide apparatus a soft closed shell with streamlined shape is fixed, with formation of a chamber arranged with possibility of filling with light gas through a tap fixed to the shell, with formation of a balloon. On the sections of the chain of the wind wheel magnets are fixed, and on the outer surface of the outer rim of the guide apparatus windings are fixed in such way that at rotation of the wind wheel magnetic flux of the magnets crosses the turns of the windings with formation of electric generator. The ends of the windings are connected with wires to consumers of electric energy. The bushing is connected with posts to the rim of the guide apparatus and the bearing frame. To the shell stabilization parachute is fixed with a cable. The rim of the guide apparatus is connected with cable to hoist fixed in the anchor.",2012,F03D   1/04; Y02E  10/72
438272640,FR20140062078,HELICE A ENTRAINEMENT CIRCONFERENTIEL ET A PALES AUTOAJUSTABLES,"L'invention concerne un dispositif de propulsion et/ou de gÈnÈration d'Ènergie (1) comprenant : - un stator annulaire (6) ; - un rotor annulaire (10) ‡ l'intÈrieur du stator ; - des pales (20) comprenant une premiËre extrÈmitÈ formant une base et une deuxiËme extrÈmitÈ formant un sommet, les pales Ètant montÈes pivotantes et libre en rotation sur la face intÈrieure du rotor au niveau de leur base via une liaison pivot, leur sommet Ètant libre.",2014,B63H2023/005; F05B2240/33; Y02E  10/28; F05B2260/74; B63H  23/00; F03B   3/14; B63H   1/16; B63H2001/165; B63H   3/00; Y02E  10/223; F03B  17/061; F03D   1/04
438324021,CA20132884271,FOUNDATION FOR A WIND TURBINE,"The invention relates to a composite structure (1, 20) for a pile foundation for anchoring a tower structure, in particular a wind turbine, in particular an offshore wind turbine, in the ground, comprising a hollow pile (2, 22) which is introduced into the ground at the erection site of the tower structure, furthermore comprising a corner post (3, 23) which is connected or can be connected to the tower structure and which, on the connection side, is arranged within the pile (2, 22), and comprising a bonding region (VB) in which, by filling a bonding material and letting it cure, the pile and the corner post are fixedly bonded to one another, wherein at least one bonding means (5, 6, 7, 8, 9, 25) for transmitting shear forces is fixedly arranged on the pile (2, 22) and/or on the corner post (3, 23) in the bonding region (VB), and is characterized in that the bonding means has at least one aperture (26) which can be filled with the bonding material (4) wherein the aperture (26) encloses the bonding material (4) which fills it by an angular range of more than 900. Further aspects of the invention relate to a foundation for a tower and a jacket for example for a wind turbine, and a wind turbine. The invention particularly concerns applications in the offshore field.",2013,E02D   5/48; E02D  27/12; E02D  27/42; E02D   5/526; E02D  27/425
438365005,JP20140133076,HYDRAULIC TRANSMISSION MECHANISM AND WIND POWER ENERGY UTILIZATION DEVICE INCLUDING HYDRAULIC TRANSMISSION MECHANISM,"PROBLEM TO BE SOLVED: To provide a hydraulic transmission mechanism capable of supplying a hydraulic oil stably and surely, even when twist such as relative rotation occurs between driving equipment side for driving by hydraulic pressure and a power source side for generating hydraulic power.SOLUTION: In a hydraulic transmission mechanism 12, a plurality of tubes 81, 82, 104 are communicated with introduction parts 87, 88, 89 for introducing a hydraulic oil on which hydraulic pressure is applied from a power source side, and the plurality of tubes 81, 82, 104 are inserted concentrically in multiplicity so as to form a plurality of flow passages of the hydraulic oil introduced from the introduction parts 87, 88, 89, so that the hydraulic oil can be sent out to driving equipment 16 from sending-out parts 81a, 93a, 94a provided at the tubes 81, 82, 104 respectively. Each of the plurality of tubes 81, 82, 104 can be rotated with a shaft center common to them being a rotation center line coinciding with the rotation center line of relative rotation between the power source side and the driving equipment 16 side.",2014,F03D  11/02; F03D  13/25; Y02P  90/50; F03D  11/04; F03D   1/06; F03D  15/00; Y02E  10/721; Y02E  10/726; F03D   9/28; F03D   7/04
438366764,JP20140555943,???????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63B2021/267; E02D  27/10; E02D  27/32; E02D  27/52; F03D  13/22; B63B  21/27; E02D  23/00; Y02E  10/727; E02B  17/00; E02D  27/22; E02D  27/42; E02B  17/02; E02B2017/0078; E02D  27/525; F05B2240/95; E02D  27/50; E02D  29/06
438408807,EP20150161418,GRAVITY BASED FOUNDATION FOR AN OFFSHORE INSTALLATION,"Gravity based foundation for an offshore installation. The foundation comprises a caisson of concrete and a shaft of steel. The caisson has a bottom slab, a roof and a side wall extending between the bottom slab and roof to define a hollow structure delimited by the bottom slab, the roof and side wall. The roof has a passage for the shaft, which passage is circumscribed by a border. The shaft extends with its lower end through the passage into the caisson. The shaft is supported by the caisson at a lower support and an upper support. The lower support comprises a concrete plug projecting from the bottom slab upwards into the lower end of the shaft. The upper support comprises concrete casting closing a space between the border of the passage and the shaft. The upper support extends all around the shaft, and is arranged at the passage to transfer tensile forces from the shaft to the roof. The roof is arranged to transfer tensile forces to the side wall.",2015,E02B2017/0091; E02D  27/42; E02B  17/025; E02B2017/0069; E02D  27/425; Y02B  10/30; F03D  13/22; Y02E  10/727; F03D  11/04; F05B2240/95; E02B  17/02; E02B2017/0065; E02B2017/0073; E02B  17/00; F03D  13/20; E02B  17/027
438563927,EP20140847463,FLOATING WIND TURBINE SUPPORT SYSTEM,NULL,2014,E02B  17/027; B63B  21/50; F03D  13/20; F03D  13/25; B63B   5/20; B63B  75/00; B63B2035/446; E02B2017/0091; Y02E  10/725; B63B   1/125; B63B2001/128; F03D   1/06; F03D   9/00; B63B  39/03; F03D   7/043; F03D  13/22; Y02E  10/727; B63B   5/18; B63B  22/20; B63B  35/44; F05B2240/93; Y02E  10/721; B63B  43/06; B63B   1/107; B63B   9/06; F03D  13/10
438591519,AU20130302296,Wave energy conversion,A wave energy converter (WEC) (10) has a body portion (18) with a face (20) and at least one flexible membrane (16) bounding at least part of a volume of a fluid to form a variable volume cell (22). The membrane is inclined from vertical providing a flow smoothed passage for wave energy from a wave (14) to travel over the WEC whilst deforming the at least one membrane towards the body to compress the fluid. The cell(s) can be submerged or floating. The inclination of the at least one membrane assists conversion of potential and kinetic energy of the wave to pressure within the fluid. Fluid pressure within the WEC cell(s) and/or system can be optimised to suit wave and/or performance conditions.,2013,Y02E  10/72; F03B  13/189; F03B  13/1895; F03D   9/25; F03D   9/008; F03B  13/14; F03B  13/22; F03D  13/25; F05B2240/40; F05B2240/97; F03B  13/16; F03B  13/1885; F03B  13/12; F03B  13/188; F03B  13/24; F05B2240/93; Y02E  10/38
438613276,CN201410661498,Anti-scouring construction method for single-pile foundations of offshore wind power,"The invention discloses an anti-scouring construction method for a single-pile foundation of offshore wind power and belongs to the field of the construction process of offshore wind power plants. The method comprises the steps: determining an anti-scouring scope according to the installation positions of single pipe piles; paving an anti-scouring material layer in the anti-scouring scope; and installing single pipe piles on the anti-scouring material layer. The construction method solves the technical problems that the riprap project quantity is larger, the single pipe piles are seriously damaged by broken stone and the supporting stability and controllability of wind turbine generators are worse in the present construction method. And the construction method is particularly applicable to the construction of the wind power plants under the geological conditions based on sludge and powdered sandy soil.",2014,E02D  27/12; E02D  27/425; E02D  27/52; E02D  31/06
438614980,CN201410733956,Offshore lightening-preventive wind driven generator and manufacture method thereof,"The invention discloses an offshore lightening-preventive wind driven generator. The offshore lightening-preventive wind driven generator comprises wind-generator-set main machine equipment, a tower, a hydraulic energy transfer system, a horizontal axis type ocean current energy water power turbine generator, a cable, an LED lamp and three or a plurality of blades. The offshore lightening-preventive wind driven generator is characterized in that the wind-generator-set main machine equipment is arranged on the upper side of the tower, and the blades are arranged on the wind-generator-set main machine equipment; each blade is provided with a front edge and a rear edge, and a flexible brush is arranged on the rear edge; the flexible brushes are arranged at the tail ends of the rear edges and at the ends of the blades and reach the tips of the blades; a main support and a plurality of branch supports are arranged in each blade, and the branch supports are parallelly arranged at equal intervals and are connected with the main support; the main supports and the branch supports are electricity conductive, and the main supports are electrically connected with the tower; the LED lamp is arranged on the tower through a fixing support. The offshore lightening-preventive wind driven generator is good in lightening prevention effect, service life of the blades is long, noise of the blades is low, ocean current kinetic energy and wind energy are fully utilized for wind power generation, and the offshore lightening-preventive wind driven generator can be used for illumination as being provided with the LED lamp with good heat dissipation effect.",2014,F03B  13/264; F03D   1/06; F03D   9/008; F03D  80/00; F03D  80/30; Y02P  70/523; F03B  13/12; F03D   1/0675; F03D   9/00; Y02E  10/725; F03D   9/25; Y02E  10/722; Y02E  10/721; F03D  11/00
438704341,EP20150382130,HOISTING SYSTEMS AND METHODS,"Hoisting systems are provided for mounting a hub (108) on top of a tower, the hub carrying a first and a second blade (103, 104) forming a bunny ears configuration, and a third blade (105). The system comprises a crane (100) for pulling up the hub to the top of the tower, and a blade support () for supporting the third blade at a supported blade portion. The system further comprises a hub-blade coupling device configured to assist in coupling a root portion of the third blade to a coupling portion of the hub. The hub-blade coupling device comprises a hub mount structure configured to be removably fixed to the hub, a blade mount structure configured to be removably fixed to the third blade, and a connector rotatably coupling the hub mount structure and the blade mount structure. Methods are provided of mounting a hub on top of a tower by using any of said systems.",2015,F03D  13/00; B66C  23/18; F05B2230/6102; Y02E  10/727; Y02P  70/523; B66C  23/185; F03D   1/00; F05B2240/95; B66C   1/62; F03D  13/40; F03D  13/10
438845369,NO20130001235,Et flytende skrog med stabilisatorparti,NULL,2013,B63B  39/06; Y02E  10/727; B63B   1/041; B63B  35/44; B63B2039/067
438894030,CN201420671766U,Wind power generation device applied to dynamic positioning semi-submerged platform,"A wind power generation device applied to a dynamic positioning semi-submerged platform comprises blades, a driving rod, a strut, an oil pump, a hydraulic motor, an electric generator, a voltage stabilizer, a storage battery, the semi-submerged platform, a rotating rod, a threaded rod, a bearing, a controller, a front, rear, left and right wind pressure sensor and a gear motor. The blades are connected with the driving rod in a welded mode. The driving rod is connected to the strut. The strut is mounted on the dynamic positioning semi-submerged platform. A hydraulic power generation system is arranged in the strut. The hydraulic power generation system comprises the oil pump, the hydraulic motor, the electric generator, the voltage stabilizer and the storage battery. The driving rod connected with the blades is connected with the oil pump. The oil pump is connected with the hydraulic motor through a hydraulic pipeline. The hydraulic motor is connected with the electric generator through a hydraulic pipeline. The electric generator is connected with the voltage stabilizer through a wire. The voltage stabilizer is connected with the storage battery through a wire.",2014,B63B  35/44; Y02E  10/72; F03D   9/02
438894038,CN201420639988U,Icebreaking and damping device of offshore wind turbine generator base structure,"The utility model belongs to the technical field of offshore engineering structure icebreaking and relates to an icebreaking and damping device of an offshore wind turbine generator base structure. The icebreaking and damping device is installed at the ice-induced foundation position through corbels, connecting plates and connecting bolts. The icebreaking and damping device comprises a rubber layer, steel-encased shell plates, ribbed plates, horizontal reinforcing plates, conical shell plates and circular pipe rings. High-temperature vulcanizing is carried out on rubber and a steel-encased shell, and the rubber is closely attached to the steel-encased shell. The rubber layer is evenly divided into four parts in the annular direction, and the four parts are arranged on the corbels and fixed through the connecting plates and the connecting bolts. The ribbed plates, the horizontal reinforcing plates, the conical shell plates and the circular pipe rings are welded and connected with the steel-encased shell plates in a welding mode. By means of an icebreaking cone of the icebreaking and damping device, extruding type damage to sea ice is changed into flexural type damage to reduce the base structural damage, the ice-induced effect on a wind turbine generator is reduced through the rubber layer to protect the wind turbine generator better, and the icebreaking and damping device is widely applied to various foundations of the offshore wind turbine.",2014,F03D  11/04; F03D  11/00
438917451,US201414121467,"Method of construction, installation, and deployment of an offshore wind turbine on a concrete tension leg platform","Method for construction of a wind turbine generator on a slip formed concrete on a construction/deployment dry dock barge and delivery of WTG and foundation to the installation site as a complete unit. A split hull hydraulic dump scow facilitates the slip form construction and deployment of the slip-formed gravity anchor(s). The barge is sunk as a dry dock to a draft that permits the WTG/WTG foundation to be floated off. The free floating WTG foundation is ballasted with sea water to its operating draft. The tension legs from the gravity anchors are attached to the WTG foundation. The sea water is then removed from the WTG foundation. The gravity anchor(s) is constructed from slip formed concrete on a split hull hydraulic dump scow and deployed to the installation site, with tension legs attached for deployment and attachment to the WTG platform.",2014,B63B  21/26; E02D  27/42; B63B  21/50; B63B  35/44; B63B2021/505; E02B2017/0091; E02D  27/425; B63B  21/502; B63B2035/446; E02D  27/525; E02D  27/50; E02B2017/0078; E02D  27/52
438931541,DE201310222081,"In der offenen See schwimmendes und ¸ber Abspannmittel mit Ankern verbundenes Tragwerk f¸r Windkraftanlagen, Servicestationen oder Konverterstationen","In der offenen See schwimmendes und ¸ber Abspannmittel mit Ankern verbundenes Tragwerk (2) f¸r Windkraftanlagen (1), Servicestationen oder Konverterstationen mit einem unter Wasser angeordnetem ersten Bestandteil (3) mit ersten an den Eckpunkten eines Polygons angeordneten, sich in der Senkrechten zu einer Ebene erstreckenden und als Tr‰ger eines die Wasseroberfl‰che durchschneidenden zweiten Bestandteils (4) dienenden Auftriebskˆrpern (5) und zweiten die ersten Auftriebskˆrper (5) miteinander verbindenden, in einer Ebene angeordneten und rohrfˆrmig ausgebildeten Auftriebskˆrpern (6), wobei im ersten Auftriebskˆrper (5) eine mindestens zwei zweite Auftriebskˆrper (6) miteinander verbindende Knotenkonstruktion (7) angeordnet ist, dadurch gekennzeichnet, dass die Grundfl‰che der Knotenkonstruktion (7) sternfˆrmig ausgebildet ist, dass wenigstens eine in Verbindung mit der Knotenkonstruktion (7) stehende, u-fˆrmig ausgebildete und den ersten Auftriebskˆrper (5) in der Senkrechten bereichsweise teilende Knotenplatte (8) angeordnet ist und dass die Knotenkonstruktion (7) gleichzeitig der Tr‰ger f¸r ein die Wasseroberfl‰che durchschneidendes rohrfˆrmiges Tragelement (9) und f¸r den zweiten Bestandteil (4) mit den die Wasseroberfl‰che schneidenden rohrfˆrmigen Tragelementen (9) ist, wobei das Tragelement (9) in Verbindung mit der Knotenplatte (8) ein Kr‰fte aufnehmender und ableitender Knoten des Unterwassertragwerks (3) ist, und ...",2013,F03D  13/25; E02B  17/00; F05B2240/95; Y02E  10/727; B63B  35/44; E02B2017/0091; F03D  13/22; F05B2240/93; B63B   1/107; B63B2035/446; B63B  21/502
438933931,DK20100713853T,KOMPOSITKOMPONENT AF VARMEH∆RDENDE HARPIKS OG ELASTOMERER,NULL,2010,B32B  17/04; Y02E  10/721; B32B  27/04; B63B   5/24; B60R  25/10; F05B2260/96; F05B2280/5001; F05B2280/6003; Y10T 428/31855; A61F2002/5056; A63C  11/227; B32B  25/08; B60R  25/04; B63H  16/04; F05C2251/02; Y10T 428/31826; Y10T 442/2926; B63B   3/68; B64C  27/473; Y02T  50/43; A63C   5/122; B63B  32/57; B64C  39/00; B64C2027/4736; Y02T  70/143; A61F2002/5055; B32B  25/10; F05C2253/04; B29C  70/086; B60R2325/304; B63B  34/20; F03D   1/065; Y10T 428/31504; Y10T 428/31663
439020121,JP20140140793,MOORING SYSTEM OF OFFSHORE STRUCTURE GROUP AND MOORING METHOD OF OFFSHORE STRUCTURE GROUP,"PROBLEM TO BE SOLVED: To provide a mooring system of an offshore structure group loaded with a wind power generator and the like provides a mooring system of an offshore structure group where the offshore structure moves even when a partial fracture of a mooring cable that moors an offshore structure, but continues to be moored with a remaining mooring cable group to enable the offshore structure to be avoided colliding with another offshore and is capable of being moored safely at an offshore installation location with no excessive increase in strength of a mooring cable in the mooring direction of the same, and a mooring method of an offshore structure group.SOLUTION: At least one offshore structure 10A out of an offshore structure group configured of a plurality of offshore structures 10A is moored by using mooring cables 20A,20B arranged in three or more and eight or less directions to engage the mooring cables 20A,20B in the respective directions with separate mooring stems 30, and at least one mooring stem 30 engages the mooring cables 20A,20B connected respectively to three or more and eight or less offshore structures 10A out of the offshore structure group.SELECTED DRAWING: Figure 2",2014,B63B  21/20; B63B  35/00; B63B2035/446; B63B  21/50; B63B  21/26; B63B2021/505; B63B2209/20; Y02E  10/722; F03D  80/00; B63B  21/00; B63B2021/203; B63B2035/442; Y02E  10/72
439106046,JP20130187377,STEEL PIPE JOINT STRUCTURE,PROBLEM TO BE SOLVED: To provide a steel pipe joint structure capable of effectively curbing stress concentration at a joint end section with a simple and low-cost structure without using a special joint structure.SOLUTION: A steel pipe joint section T is constructed by inserting an upper edge 1a of an inner pipe 1 into a lower edge 2a of an outer pipe 2 with an overlap having a predetermined length. A high strength edge grout material 3A which has strength barely enough to withstand intensity of stress is cast into stress concentration sections T1 and T2 at both edge sections of the steel pipe joint section T in a pipe axial direction. The edge grout material 3A has after hardening strength not less than the same of a central grout material 3B which is cast into a stress non-concentration section T3 between the stress concentration sections T1 and T2 where the edge grout material 3A is cast.,2013,E02D  27/32; E02D  27/52; Y02E  10/72; E02D  27/16; E04B   1/58; E02D  27/00; E02D  27/12; F03D  11/04
439112301,JP20140561458,????????,???????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D  11/04; F05B2240/97; Y02E  10/727; B63B2035/446; F05B2250/311; F03D   9/30; F03D  13/25; F05B2240/93; F05B2250/231; F05B2270/18; B63B  35/44; B63B  21/502; B63B2035/442; F05B2240/95
439114195,JP20130541642,????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ??,2012,F05B2260/96; Y02E  10/725; B63B   1/048; F03D   7/04; F05B2240/93; B63B2035/442; F03D  13/25; F03D   1/06; Y02E  10/727; F03D   7/0224; F03D   9/30; Y02E  10/721; F03D  11/04; Y02E  10/723
439117248,ES20090784855T,MÈtodo y aparato para remolcar turbinas eÛlicas mar adentro,"Un mÈtodo para mover una turbina eÛlica flotante (1) con relaciÛn a una extensiÛn de agua, la turbina eÛlica flotante tiene un cuerpo flotante con una barquilla (10) en su extremo superior, y el mÈtodo comprende: mantener a flote la turbina eÛlica flotante (1) en la extensiÛn de agua; y remolcar la turbina eÛlica flotante mientras que se mantiene el cuerpo flotante en una posiciÛn inclinada, por lo que la barquilla (10) es mantenida libre del agua.",2009,B63B  35/44; F03D   1/00; Y02E  10/721; F03D  13/20; Y02E  10/727; F03D  13/10; F03D  13/40; F05B2240/95; B63B  21/00; Y02E  10/726; B63B  75/00
439146986,FR20150051372,STRUCTURE DE SUPPORT ET D'ANCRAGE D'EOLIENNE MARITIME DU TYPE TOUR TREILLIS ET PROCEDE DE REMORQUAGE ET DEPOSE EN MER,"La prÈsente invention concerne un procÈdÈ de transport et dÈpose au fond de la mer d'une structure sous-marine de support et d'ancrage d'un Èquipement marin, ladite structure sous-marine de support et d'ancrage comprenant une structure ouverte constituÈe de poutres et/ou tubes assemblÈs en treillis formant une tour (1), dans lequel on rÈalise les Ètapes suivantes: a) on remorque ladite tour en mer, puis b) on descend ladite tour au fond de la mer, caractÈrisÈ en ce que : - avant l'Ètape b), de prÈfÈrence avant l'Ètape a), on applique des panneaux (2, 2a, 2b, 2c) au moins sur une partie infÈrieure (1-1) de ladite tour, de maniËre ‡ former au moins un premier caisson de flottaison et ballastage (3) Ètanche, ledit premier caisson Ètant de prÈfÈrence ÈquipÈ d'au moins une vanne ouvrant sur l'extÈrieur, et - ‡ l'Ètape b), on remplit ledit premier caisson en eau de mer pour descendre ladite tour jusqu'au fond de la mer, de prÈfÈrence ledit premier caisson restant partiellement seulement rempli d'eau de mer.",2015,E02B  17/027; E02B2017/0039; B63B  35/44; B63B2035/446; E02B2017/0091; E02B2017/0086; E04H2012/006; F03D  13/25
439146988,FR20150051373,STRUCTURE DE SUPPORT ET D'ANCRAGE D'EOLIENNE MARITIME DU TYPE EMBASE GRAVITAIRE ET PROCEDE DE REMORQUAGE ET DEPOSE EN MER,"La prÈsente invention concerne un procÈdÈ de transport et dÈpose au fond de la mer d'une structure sous-marine de support et d'ancrage d'un Èquipement marin, comprenant une embase gravitaire (1) comprenant un premier bloc massif ou premier caisson creux (2) comprenant une surface externe supÈrieur (2b), et une surface externe latÈrale (2a), dans lequel on rÈalise les Ètapes suivantes : a) on remorque ladite embase (1) ÈquipÈe d'ÈlÈments de flottaison, puis b) on descend ladite embase au fond de la mer, caractÈrisÈ en ce que : - avant l'Ètape a), on fixe de maniËre amovible sur une partie au moins de ladite surface externe, au moins un deuxiËme caisson (3, 3-1, 3-2, 3-3), et - ‡ l'Ètape a), on vide au moins partiellement le (ou les) dit(s) deuxiËme(s) caisson(s), et - ‡ l'Ètape b), on remplit davantage le (ou les) dit(s) deuxiËme(s) caisson(s) en eau de mer, et - aprËs l'Ètape b), on dÈsolidarise le (ou les) dit(s) deuxiËme(s) caisson(s) et on le (ou les) vide, de maniËre ‡ le (ou les) remonter en surface (10) par flottaison.",2015,B63B  35/003; E02B  17/025; E02B2017/0039; F03D  13/25; E02B2017/0069; F03D  13/22; Y02E  10/727; E02B2017/0065; E02B2017/0073; F03D  13/10; B63B  35/44; E02B2017/0091; F05B2240/95
439147842,EP20150164256,METHOD FOR OFFSHORE INSTALLING OF POWER CABLES FOR WIND TURBINE INSTALLATIONS AND SEABED VEHICLE,"A method is proposed for offshore installing of power cables for wind turbine installations, wherein the power cables are installed by use of empty tubes between several offshore positions, e.g. between wind turbine foundations and/or a substation, wherein at least one empty tube is installed in or above a seabed. The method replaces laying of heavyweight armored power cables by laying of empty tubes, thus simplifying power cabling and the underlying logistics.",2015,F05B2230/60; F03D  13/25; F03D   9/257; H02G   1/10
439149715,ES20100713853T,Componentes compuestos a base de resinas termoendurecibles y elastÛmeros,"Componente compuesto de pl·stico (10) a base de al menos dos capas (12, 14, 16), en el que una primera capa (12) consistente al menos parcialmente en una resina artificial termoendurecible y una segunda capa (14) consistente al menos parcialmente en un elastÛmero se han ensamblado en una operaciÛn mediante una aportaciÛn de energÌa, tal como un tratamiento tÈrmico com˙n o una irradiaciÛn con luz UV, y en el que la capa de elastÛmero (14) contiene al menos 0,5 pph (partes por ciento/partes del reticulante por cien partes de goma) de al menos un reticulante del grupo de perÛxidos, aminas y/o bisfenoles, en el que el componente compuesto de pl·stico (10) est· formado por una capa exterior de pl·stico delgada y dura (12), al menos una capa de elastÛmero (14) adyacente a Èsta hacia dentro y al menos una capa de soporte de metal y/o de pl·stico (16) adyacente a Èsta hacia dentro y constituida por un pl·stico reforzado con fibras (FVK), un pl·stico reforzado con fibras de carbono (CFK) o un pl·stico reforzado con fibras de vidrio (GFK), y en el que dicho componente est· dispuesto como una pieza de protecciÛn contra impactos - en el canto delantero de un ala, un plano de sustentaciÛn o un empenaje de un vehÌculo aÈreo, o - en el canto delantero - situado en la direcciÛn de giro - de una pala de rotor (20) de un helicÛptero o de una rueda eÛlica, o - en un componente de carrocerÌa de un vehÌculo, tal como un parachoques o un capÛ de motor (50), o - en un componente de un vehÌculo expuesto a objetos generadores de turbulencia, tal como una pieza de protecciÛn de los bajos de un vehÌculo terrestre o de un vehÌculo ferroviario, un puntal de tren de rodadura, un varillaje de direcciÛn, un ·rbol de accionamiento o un ·rbol card·nico, un cojinete de pedal de una bicicleta de montaÒa provista especialmente de un cuadro de carbono, o - en un revestimiento interior de un vehÌculo terrestre, acu·tico, aÈreo o espacial, o - en el lado interior de una cavidad - transitable para fines de mantenimiento - de vehÌculos terrestres, acu·ticos, aÈreos o espaciales para la protecciÛn contra daÒos ocasionados por la caÌda de herramientas, o - en las superficies - vueltas hacia la carga - de compartimientos de transporte abiertos o cerrados, tales como compartimientos de carga de vehÌculos de transporte y camiones o contenedores, o - en la zona delantera del casco o zona de la quilla de un vehÌculo acu·tico, tal como una lancha deportiva, una lancha r·pida o un kayak, o - en superficies ˙tiles fuertemente solicitadas de aparatos deportivos, tal como la zona de la pala de palos de jockey sobre hielo, las superficies de contacto con el suelo de bastones de marcha nÛrdica o bastones de esquÌ o las palas de remos de canoa o de kayak o bien dicho componente forma al menos parte de dicha pieza de protecciÛn, caracterizado por que la capa exterior de pl·stico (12) est· formada por polietileno (PE), especialmente polietileno de peso molecular ultraalto (UHMW-PE), polietileno de alto peso molecular (HMW-PE) o politetrafluoretileno (PTFE).",2010,A63C   5/122; A63C  11/227; B32B  25/10; B29C  70/086; B32B  27/04; F05C2253/04; Y10T 428/31663; A61F2002/5056; B32B  25/08; Y10T 428/31504; Y10T 428/31826; B60R  25/10; B63B   5/24; B63H  16/04; F05B2280/6003; F05C2251/02; Y10T 428/31855; B60R2325/304; B63B  34/20; A61F2002/5055; B63B   3/68; F05B2260/96; Y02T  70/143; B63B  32/57; B64C  39/00; B64C2027/4736; F03D   1/065; B32B  17/04; B60R  25/04; F05B2280/5001; Y02T  50/43; Y10T 442/2926; B64C  27/473; Y02E  10/721
439161886,DK20090822275T,Flydbart vindkraftanlÊg,NULL,2009,F03D  13/22; F05B2240/93; F05B2260/74; F03D   1/02; F03D  11/04; F03D   7/02; F03D   7/0204; F03D  13/25; Y02E  10/727
439185518,US201414504652,"Single piece electric assembly for connecting an off-shore wind turbine with an electric subsea cable, wind turbine, wind turbine cluster and method for mounting such an electric assembly to a wind turbine tower","An electric assembly for electrically connecting at least one wind turbine being located off-shore with an electric subsea cable being connected to an on-shore power grid is provided. The electric assembly has (a) a transformer for transforming a first voltage level being provided by the at least one wind turbine to a second voltage level of the subsea cable, and (b) an external equipment being electrically and mechanically connected to the transformer for controlling an operation of at least the transformer. The transformer and the electric equipment are formed by a preinstalled package, which can be mechanically handled as a single piece. Further, a wind turbine having such an electric assembly, a wind turbine cluster having such a wind turbine, and a method for mounting such an electric assembly to a tower of a wind turbine are provided.",2014,E02B2017/0091; F05B2240/95; H01F  27/40; F03D   1/00; Y10T  29/49117; F03D  80/00; E02B  17/0004; E02B2017/0095; H02B   1/305; F03D   9/00; F03D   9/257; F03D  13/10; F03D  13/30; F05B2230/60; Y02E  10/727; F03D   9/255; H02B   3/00; Y02P  70/523
439244378,CN201510011626,Ship special for transporting and installing whole offshore wind turbine and method,"The invention discloses a ship special for transporting and installing a whole offshore wind turbine and a method. The ship special for transporting and installing the whole offshore wind turbine comprises a transporting barge, a fixed steel framework and a movable steel framework. A plurality of self-elevating piles are arranged on a main body of the transporting barge. The fixed steel framework is provided with a plurality of first wind turbine hooping mechanisms. The movable steel framework is arranged below the fixed steel framework in a sliding mode. The movable steel framework comprises a first supporting leg and a second supporting leg, wherein the first supporting leg and the second supporting leg are arranged on the two sides of the main body oppositely. Crossing supporting beams are arranged at the upper end of the first supporting leg and the upper end of the second supporting leg. A second wind turbine hooping mechanism is arranged in the middle of each supporting beam. A sliding track is arranged on the lower end face of each supporting beam and provided with a hoisting mechanism. Balance hangers are arranged below the supporting beams. Third wind turbine hooping mechanisms are arranged on the balance hangers. The hoisting mechanisms are connected with the balance hangers. A wind turbine installing notch is formed in the stern of the main body. The ship can transport and install the whole wind turbine and effectively reduce cost.",2015,B63B  35/30
439255920,CN201410787245,Wave energy collection and conversion device,"The invention discloses a wave energy collection and conversion device which comprises a hydraulic cylinder and a floater, wherein the hydraulic cylinder and the floater are sequentially connected to a spar platform in a sleeving mode from bottom to top and are connected through pull rods. The floater is movably arranged on the spar platform. The lower end of the hydraulic cylinder is connected with a reversing valve a. The reversing valve a is connected with the bottom of a gas liquid storage device through a hydraulic pipe. The upper end of the gas liquid storage device is connected with a reversing valve b through an air pressure pipe. The reversing valve b is arranged at the upper end of a liquid piston cylinder. The bottom of the liquid piston cylinder is connected with the upper end of the hydraulic cylinder through a hydraulic pipe. The upper end of the gas liquid storage device is connected with a pneumatic motor through an air pressure pipe. The lower end of the gas liquid storage device is connected with a hydraulic motor through a hydraulic pipe. The wave energy collection and conversion device solves the problem that an existing AMD control system is high in energy consumption and device cost.",2014,F03B  13/16; F03D   7/02; Y02E  10/723; F03D   7/0296; F03B  13/14; F03D   7/00; Y02E  10/38
439255922,CN201410787689,Method utilizing wave energy for providing power for wind turbine AMD control systems,"The invention discloses a method utilizing wave energy for providing power for wind turbine AMD control systems. The method comprises the following steps that a floater connected with a spar body is utilized for capturing the wave energy; reciprocating motion of a piston in a hydraulic cylinder is utilized for converting the wave energy into hydraulic energy; air in a liquid piston cylinder is compressed, seawater is pressurized and injected into a gas-liquid energy storing device, and an air pressure motor and a hydraulic motor are used for providing the power for the AMD control system installed in a cabin and the AMD control system installed on a spar platform. The method utilizing the wave energy for providing the power for the wind turbine AMD control systems solve the problems that in the prior art, the energy consumption of a control system is high, the equipment manufacturing cost is high, and the power generation efficiency is low.",2014,F03D   7/00; F03B  13/22; Y02P  70/523; Y02E  10/38; Y02E  10/723
439255974,CN201510000712,Intelligent vibration damping type deep sea floating fan,"An intelligent vibration damping type deep sea floating fan comprises blades, a generator unit, a tower frame, a floating foundation and a mooring system, wherein the blades are installed at the top of the tower frame, the tower frame is erected on the floating foundation connected with the mooring system, and an annular vibration damping device is arranged on the tower frame and comprises an inner pipe, an outer pipe and multiple vibration damping units evenly distributed between the inner pipe wall and the outer pipe wall. Each vibration damping unit comprises an acceleration sensor, a magneto-rheological damping device and other components, wherein a damping barrel of the magneto-rheological damping device is fixedly connected with the outer wall of the inner pipe and the inner wall of the outer pipe, the top end of a piston rod of the damping barrel abuts against the inner wall of the outer pipe or the outer wall of the inner pipe, the acceleration sensor is connected with a current control unit of the magneto-rheological damping device, and a vibration damping material is further filled between the inner pipe wall and the outer pipe wall. The intelligent vibration damping type deep sea floating fan can adjust vibration-proof damp through the annular vibration damping device according to the vibration situation of the tower frame, consumes vibration energy so as to reduce the vibration of the tower frame, accordingly the supporting firmness of the tower frame is improved, and the service life of the intelligent vibration damping type deep sea floating fan is prolonged.",2015,F03D  13/25; Y02E  10/727; F05B2240/93; F05B2240/95; Y02E  10/725; F05B2260/964; F03D   9/00; F03D   9/25; F03D  11/04
439263387,CN201410701402,Method for selecting address of converging booster station of offshore wind plant,"The invention relates to a method for selecting an address of a converging booster station of an offshore wind plant. The method comprises the steps of connecting and grouping wind generating sets by wires according to an arrangement diagram of the wind generating sets given by a user, establishing a mark of each segment of current collection feeder line, and selecting the wind generating set of each group of wind generating sets closest to a converging point as an access point of the group of wind generating sets; according to initial conditions of different offshore wind plants, selecting a target to be optimized, establishing an objective function, obtaining the optimal solution of the objective function so as to minimum the total investment of a wind plant electric system, and connecting the converging booster station of the offshore wind plant with the access point of each group of wind generating sets by a sea cable; and judging whether automatically generated current collection system wiring is crossing, if yes, adjusting by hands to replace the crossing straight lines with fold lines.",2014,G06Q  10/06; G06Q  10/04; G06Q  50/06
439266949,CN201410853077,Offshore large direct-drive switch reluctance wind driven generator power converter and system thereof,"The invention provides an offshore large direct-drive switch reluctance wind driven generator power converter and a system of the converter. The converter is composed of a switch reluctance wind turbine, a power converter body, a DC/DC converter body and a system controller. The switch reluctance wind turbine is connected with the power converter body. The power converter body is connected with the DC/DC converter body. Output of the DC/DC converter body is connected with output of a DC/DC converter body of the other switch reluctance wind driven generator power converter system in series or parallel and then outputs electric energy to the shore through a direct-current submarine cable. The system controller is connected with the power converter body and connected with the DC/DC converter body. The switch reluctance wind turbine is connected with the system controller. According to the system, two-phase windings of a four-phase switch reluctance generator can work at the same time, exciting voltage is adjustable, the function of outputting direct-current voltage and adjusting boost can be achieved, the power density and the controllable flexibility are improved, and the power converter is suitable for the field of offshore large wind power plants.",2014,H02P   9/30; H02K  16/04; H02P   9/04
439300170,CN201420673962U,Steel concrete and steel structure mixing gravity type foundation used for offshore wind power,"The utility model discloses a steel concrete and steel structure mixing gravity type foundation used for offshore wind power. The foundation comprises a caisson base and an upper steel supporting structure. The caisson base is of a gravity type steel concrete cavity structure. The steel supporting structure is fixed to the caisson base. A foundation ring connected with a fan tower cylinder is arranged at the top end of the steel supporting structure. The caisson base and/or the steel supporting structure are provided with a watering channel communicated with the cavity of the caisson base. The utility model further discloses a construction method for the steel concrete and steel structure mixing gravity type foundation used for the offshore wind power. Compared with a common guide pipe frame and single-pile foundation, the advantages of the steel rib concrete structure and the steel structure are combined organically, the steel rib concrete cavity structure serves as a foundation base, the steel structure serves as the upper supporting structure, a pile foundation is not needed, and the foundation is manufactured on the land and integrally assembled, is capable of being installed depending on the buoyancy, easy to construct, good in economy, shortens the time limit for a project, and has wide application prospects in the offshore wind power engineering.",2014,E02D  27/44; E02D  27/52; E02D  27/42
439302846,CN201420506545U,Oval orbit control type vertical-axis turbine,"The utility model relates to an oval orbit control type vertical-axis turbine which comprises the components of a turntable, a transmission shaft, an orbit disc, an oval rail groove, straight wing blades, etc. The transmission shaft penetrates through the orbit disc and is fixedly connected with the turntable. The straight wing blades are uniformly arranged on the edge of the turntable. The swinging shaft of each straight wing blade penetrates through the turntable and is fixedly connected with one end of a swinging arm. A sliding shaft at the other end of the swinging arm is embedded into one cycle of oval rail groove on the orbit disc. The turntable rotates and drives the straight wing blades to rotate. Simultaneously the sliding shafts are dragged for smoothly sliding along the oval rail groove. Each straight wing blade performs revolution around the transmission shaft and simultaneously swings around the self swinging shaft, thereby always keeping an optical attract angle with a flow incoming direction, and improving efficiency of a water turbine, a wind turbine or a propeller.",2014,B63H   1/02; F03D   5/04; F03B   3/12; Y02E  10/223; Y02E  10/70
439378707,CN201410660909,Offshore wind turbine foundation structure and equipment and construction method of offshore wind turbine foundation equipment,"The invention discloses an offshore wind turbine foundation structure and equipment and a construction method of the offshore wind turbine foundation equipment. The offshore wind turbine foundation structure comprises a plurality of tubular piles and a bearing platform connected with the tubular piles. The tubular piles are regularly distributed and anchored on a seabed. The bearing platform is located above the ground. Each tubular pile comprises an upper pipe part, a lower pipe part and a reducing pipe part located between the upper pipe part and the lower pipe part in transition, and the reducing pipe part is arranged below the plane of the seabed. The offshore wind turbine foundation structure and equipment and the construction method of the offshore wind turbine foundation equipment have the advantages that the stability is good, the integral rigidity is high, pile bodies are small in displacement and internal force, installation is convenient, and the steel consumption of the pile bodies is lowered.",2014,E02D   5/48; E02D2300/002; E02D2300/0029; E02D  27/14; E02D  27/525; E02D  27/42; E02D  27/44; E02D  27/425; E02D   5/30
439441603,CN201420731563U,Rigidity-variable anchoring improved fan base ring,"The utility model relates to a rigidity-variable anchoring improved fan base ring which comprises a steel barrel and a support used for supporting the steel barrel. A forging flange used for bringing convenience for mounting of a fan barrel is arranged at the upper end of the steel barrel, a T-shaped plate connected with the upper end of the support is arranged at the lower end of the steel barrel, and multiple welding nails are arranged on the surface of the inner wall and/or the outer wall of the steel barrel. The rigidity-variable anchoring improved fan base ring has the advantages that the rigidity-variable anchoring improved fan base ring is simple in structure; compared with a conventional base ring, manufacturing difficulty is not increased, and on-site construction is unaffected, so that anchoring performance of the base ring can be improved greatly, and stability and safety in unit running can be improved. The welding nails are welded on the inner wall and the outer wall of the steel barrel, so that combining and anchoring between the steel barrel and reinforced concrete are improved, contraction gap between the concrete and the steel barrel is reduced, and influence on anchoring of the steel barrel due to local pressure damage caused by overlarge local pressure of the concrete at the T-shaped plate at the bottom of the steel barrel is avoided.",2014,F03D  11/04; Y02P  70/523
439475311,CN201410837049,Positioning device applied to installation of ocean wind power foundation and working method of positioning device,"The invention belongs to the technical field of installation and application of an ocean wind power foundation and particularly discloses a positioning device applied to installation of the ocean wind power foundation and a working method of the positioning device. The positioning device consists of a driving assembly, transmission assemblies, a control assembly and positioning assemblies, which are arranged in a main body buoyancy tank, a gear box and telescopic boxes. The positioning device applied to installation of the ocean wind power foundation and the working method of the positioning device, which are disclosed by the invention, have the beneficial effects that 1, the positioning device has a simple structure, is convenient to operate and is safe and reliable to use; 2, when a single pile foundation is installed, the telescopic boxes of the positioning device can be totally retracted into the main body buoyancy tank so as to reduce construction difficulty; 3, when a three-pile foundation is installed, the telescopic boxes of the positioning device can be driven by gears and racks to extend outwards by the size of a center-to-center distance of pile legs, a bidirectional ratchet is adopted to carry out braking and the transmission mode can be suitable for various sizes of three-pile foundations; 4, the positioning assembles are positioned at one side of the telescopic boxes and are connected by saddles, the volume of equipment can be effectively reduced and the positioning device is helpful for transferring the equipment.",2014,E02D  13/04; E02D  27/52; E02D  27/42; E02D  13/00
439517216,CN201420222774U,Stay rope anchoring type offshore blower fan base,"The utility model discloses a stay rope anchoring type offshore blower fan base which is mainly applicable to offshore blower fan construction which meets environment requirements and technical characteristics of offshore wind power plants in offshore waters and deep sea, and belongs to the field of offshore blower fan bases. The stay rope anchoring type offshore blower fan base is so structured that the top of a steel column is connected to a lower flange, and fixed with an upper flange on the bottom of a tower cylinder of a blower fan through bolts, a universal joint is hinged to the bottom of a steel column to allow the steel column being embed in the sea bed, and there or more steel stay ropes are connected between the lower flange and the seabed to fix the steel column and the seabed in a drawing manner. The rigidity of a blower fan base system is proper set. The stay rope anchoring type offshore blower fan base ensures rigid fixing under normal weather or small storm and turns into a flexible structure under heavy storm and hurricane conditions. A recoverable structural deformation is formed to dissipate inner structural force, thereby preventing damage of a structural system.",2014,E02D  27/42; E02D  27/44; E02D  27/52
439517222,CN201420759340U,Adjustable support system for strengthening foundation ring anchoring performance,"The utility model relates to an adjustable support system for strengthening foundation ring anchoring performance. The system comprises an upper end plate with holes, an anchor bolt set supporting leg, a lower end plate with holes, and an embedded base plate. The upper end plate and the lower end plate are fixedly connected to the upper end and the lower end of the anchor bolt set supporting leg respectively. An upper adjusting bolt penetrating through the upper end plate is arranged on the upper end plate. A lower adjusting bolt penetrating through the lower end plate is arranged on the lower end plate. The embedded base plate is connected to the bottom of the lower adjusting bolt. The adjustable support system can adjust the foundation ring supporting frame height, meet the requirement of different foundation design drawings for the foundation design depth, and is connected with foundation rings of different wind power equipment unit types, thereby achieving foundation ring support universalization; the lower end plate can increase the pulling resistance force of the foundation rings, the anchor bolt set supporting leg is in an anchor bolt set mode to replace structural steel, materials are saved, welding is not needed, assembling is easy and convenient, the anchor bolt set supporting leg is wrapped by concrete, the effect of pulling resistance steel bars is achieved, and the safety coefficient of the foundation rings is increased.",2014,E02D  27/42
439517226,CN201420747953U,Leveling structure of offshore wind turbine foundations,"The utility model relates to a leveling structure of offshore wind turbine foundations. The leveling structure of the wind turbine foundations comprises two or more tubular piles, the tubular piles are fixedly installed on the seabed and connected with the wind turbine foundations, each wind turbine foundation is fixedly connected with a foundation supporting plate, and an adjusting cushion block is arranged between each foundation supporting plate and the corresponding tubular pile. By the adoption of the leveling structure of the offshore wind turbine foundations, the wind turbine foundations are correspondingly inserted into the tubular piles, and therefore the wind turbine foundations are fixedly installed. Besides, the adjusting cushion blocks are arranged between the wind turbine foundations and the tubular piles, deviations between the wind turbine foundations and the tubular piles are counteracted by adjusting the thicknesses of the adjusting cushion blocks, it is guaranteed that the foundation supporting plates of the wind turbine foundations are located on the same plane, and good levelness is provided for an offshore wind turbine and an offshore anemometer tower. Thus, the leveling structure of the offshore wind turbine foundations is used for replacing the method that a hydraulic jacking system is used for improving the levelness of wind turbine foundations in the prior art. Compared with the prior art, the leveling structure of the offshore wind turbine foundations is simpler, higher in operability and higher in cost performance.",2014,E02D  27/44; E02D  27/52
439519476,CN201420716659U,Offshore power generating platform,"The utility model provides an offshore power generating platform and belongs to the field of mechanical engineering. The offshore power generating platform solves the technical problems that existing power generating platforms are fixed, and the positions cannot be adjusted according to the actual situations. The offshore power generating platform comprises at least two ship bodies which are arranged in parallel, a plurality of water turbines and a plurality of wind driven generators. The ship bodies are provided with anchors for fixing the ship bodies and are fixed, gaps exist between the ship bodies, the water turbines are arranged in the gaps of every two adjacent ship bodies and located below the water lines of the ship bodies, and the wind driven generators are fixed to decks of the ship bodies respectively. The offshore power generating platform has the advantages that wind energy, tidal energy and solar energy can be converted into electric energy to the maximum extent, the generated energy is increased, and the using efficiency is improved.",2014,Y02E  10/727; B63B  35/44; Y02E  10/28; F03B  13/26; Y02E  10/725; F03D   9/00; H02S  10/10
439519492,CN201420727157U,Offshore wind turbine with working condition data real-time online collecting and preprocessing device,"The utility model discloses an offshore wind turbine with a working condition data real-time online collecting and preprocessing device. The offshore wind turbine comprises a wind turbine shell, a tower and a plurality of blades, and an electric generator and a gearbox are installed in a machine cabin of the wind turbine shell. The offshore wind turbine is characterized by further comprising a gearbox vibration collecting module, an electric generator vibration collecting module, a machine cabin body vibration collecting module, a stator side current collecting module, a signal conditioner, a working condition data preprocessing module, a wireless communication module and a WIFI receiver. The offshore wind turbine has the advantages that working condition data of the offshore wind turbine can be comprehensively collected, and the comprehensive working condition data are favorable to fault accurate positioning; a least square fitting method is a method used for preventing the condition that signals are deviated from a datum point due to errors of devices, and linear trend items and nonlinear trend items can be eliminated; the wireless communication module is suitable for offshore wind power plants complex in terrain, harsh in environment and difficult in networking, and a high-speed and stable communication channel is provided.",2014,F03D  11/00; F03D   9/00; G08C  17/02; Y02E  10/72
439529498,CN201420778272U,Switched reluctance wind power generator DC output Zeta voltage boosting and reducing type electric energy conversion system,"Provided is a switched reluctance wind power generator DC output Zeta voltage boosting and reducing type electric energy conversion system which comprises a switched reluctance power generator and a control system thereof, a Zeta voltage boosting and reducing chopper circuit, an electronic power switch and a filter. The output DC positive and negative ends of the switched reluctance power generator and the control system thereof are connected with the two input ends of the Zeta voltage boosting and reducing chopper circuit. One end of the two output ends of the Zeta voltage boosting and reducing chopper circuit is connected with the electronic power switch. The other end of the electronic power switch is connected with one input end of the filter. The other input end of the filter is connected with the other output end, which is not directly connected with the electronic power switch, of the Zeta voltage boosting and reducing chopper circuit. The output of the filter is connected in series with other switched reluctance motor systems of a wind power plant. The switched reluctance power generator is adopted to act as the wind power generator, and the simple DC interface chopper circuit is also adopted so that controllability is high, and thus the system has certain application significance with respect to the field of the offshore wind power plant.",2014,H02M   3/06; Y02E  10/76; H02J   1/12
439529502,CN201420778279U,Switched reluctance wind power generator DC output voltage boosting type electric energy conversion system,"Provided is a switched reluctance wind power generator DC output voltage boosting type electric energy conversion system which comprises a switched reluctance power generator and a control system thereof, a voltage boosting chopper circuit, an electronic power switch and a filter. The output DC positive and negative ends of the switched reluctance power generator and the control system thereof are connected with the two corresponding input ends of the voltage boosting chopper circuit. One end of the two output ends of the voltage boosting chopper circuit is connected with the electronic power switch. The other end of the electronic power switch is connected with one input end of the filter. The other input end of the filter is connected with the other output end, i.e. the negative end which is not directly connected with the electronic power switch, of the voltage boosting chopper circuit. The two output ends of the filter are connected in series with other switched reluctance motor systems of a wind power plant. The switched reluctance power generator is adopted to act as the wind power generator, and the DC output interface chopper circuit with the simple structure is also adopted so that controllability is high, and thus the system particularly has certain application significance with respect to the field of the offshore wind power plant.",2014,H02J   1/12
439530158,CN201420778296U,Switched reluctance wind power generator DC output voltage reducing type electric energy conversion system,"Provided is a switched reluctance wind power generator DC output voltage reducing type electric energy conversion system which comprises a switched reluctance power generator and a control system thereof, a voltage reducing chopper circuit, an electronic power switch and a filter. The output DC positive and negative ends of the switched reluctance power generator and the control system thereof are connected with the two corresponding input ends of the voltage reducing chopper circuit. One end of the two output ends of the voltage reducing chopper circuit is connected with the electronic power switch. The other end of the electronic power switch is connected with one input end of the filter. The other input end of the filter is connected with the other output end, i.e. the negative end which is not directly connected with the electronic power switch, of the voltage reducing chopper circuit. The two output ends of the filter are connected in series with other switched reluctance motor systems of a wind power plant. The switched reluctance power generator is adopted to act as the wind power generator, and the DC output interface chopper circuit with the simple structure is also adopted so that controllability is high, and thus the system particularly has certain application significance with respect to the field of the offshore wind power plant.",2014,H02M   3/06; Y02E  10/76
439530282,CN201420778277U,Switched reluctance wind power generator DC output voltage boosting and reducing type electric energy conversion system,"Provided is a switched reluctance wind power generator DC output voltage boosting and reducing type electric energy conversion system which comprises a switched reluctance power generator and a control system thereof, a voltage boosting and reducing chopper circuit, an electronic power switch and a filter. The output DC positive and negative ends of the switched reluctance power generator and the control system thereof are connected with the two input ends of the voltage boosting and reducing chopper circuit. One end of the two output ends of the voltage boosting and reducing chopper circuit is connected with the electronic power switch. The other end of the electronic power switch is connected with one input end of the filter. The other input end of the filter is connected with the other output end, which is not directly connected with the electronic power switch, of the voltage boosting and reducing chopper circuit. The two output ends of the filter are connected in series with other switched reluctance motor systems of a wind power plant. The switched reluctance power generator is adopted to act as the wind power generator, and the DC output interface chopper circuit with the simple structure is also adopted so that controllability is high, and thus the system particularly has certain application significance with respect to the field of the offshore wind power plant.",2014,H02P   9/00; H02P 101/15; Y02E  10/76; H02P   9/02; H02P 103/00; H02M   3/10
439576242,CN201310370175,Deep-sea floated wind power generator unit,"The invention relates to a deep-sea floated wind power generator unit, comprising a wind turbine structure, a tower frame and a floated platform from top to bottom. The floated platform is fixed at the seabed by hawsers; the wind turbine structure comprises wind turbine blades, a wind turbine shaft and a wind turbine cabin which are connected transversely in sequence; shock-reduction control devices are respectively arranged in the wind turbine cabin and the floated platform. The wind power generator unit is capable of effectively inhibiting vibration caused by sea wind loads and save wave loads, so that the safe and efficiency production of the deep-sea floated wind power generator unit can be ensured.",2013,Y02P  70/523; F03D  13/25; F05B2240/95; F03D  11/00; F16F  15/00; Y02E  10/727; F05B2260/96
439607191,CN201420525049U,Single pile and paddle type support pile offshore wind turbine foundation structure,"The utility model relates to a single pile and paddle type support pile offshore wind turbine foundation structure. A small-diameter oblique pile is arranged, and a pile type auxiliary single pile is supported in a paddle form, so that the horizontal bearing capacity of a whole structure and the anti-twisting property of a foundation are enhanced, the weight and diameter of a central single-pile steel pipe pile are reduced, and the manufacturing and construction difficulty of an offshore steel pipe is lowered. According to the technical scheme of the utility model, the single pile and paddle type support pile offshore wind turbine foundation structure comprises the single-pile steel pipe pile on which a pile top flange is welded. The single pile and paddle type support pile offshore wind turbine foundation structure is characterized in that the single-pile steel pipe pile is connected with a group of oblique pile casings which are distributed uniformly in a paddle form through an oblique pile casing connecting piece in the form of an enclosed connecting pipe; the group of oblique pile casings are connected with a group of corresponding oblique pipe piles by grouting. The single pile and paddle type support pile offshore wind turbine foundation structure is suitable for the technical field of offshore wind power projects.",2014,Y02P  70/523; F03D  11/04; E02D  27/44; E02D  27/42
439607195,CN201420524758U,Single pile and oblique pile supported offshore wind turbine foundation structure,"The utility model relates to a single pile and oblique pile supported offshore wind turbine foundation structure. A small-diameter oblique pile is arranged for assisting in enhancing the horizontal bearing capacity of a whole structure, the weight and diameter of a central single-pile steel pipe pile are reduced, and the manufacturing and construction difficulty of an offshore steel pipe is lowered. According to the single pile and oblique pile supported offshore wind turbine foundation structure in the technical scheme of the utility model, the single-pile steel pipe pile and an upper flange connection segment connected through upper and lower flanges are provided, and the upper and lower flanges are tightly connected through a high-intensity bolt. The single pile and oblique pile supported offshore wind turbine foundation structure is characterized in that the flange connection segment is welded integrally with a group of connecting casings through a connecting piece in the form of an enclosed connecting pipe; the connecting casings are used for guiding corresponding oblique pipe piles to be obliquely punched to design elevations, and are connected integrally with the oblique pipe piles by grouting. The single pile and oblique pile supported offshore wind turbine foundation structure is suitable for the technical field of offshore wind power projects.",2014,E02D  27/44; E02D  27/42; E02D  27/52
439608703,CN201420585019U,Device for controlling environment in cabin of offshore wind power generation unit,"The utility model discloses a device for controlling the environment in a cabin of an offshore wind power generation unit. The device comprises a cooling system, a dehumidifying system, a first sealing structure and a second sealing structure, wherein the cooling system is arranged in or outside the machine cabin and is used for adjusting air temperature in the machine cabin; the dehumidifying system is arranged in the machine cabin and is used for adjusting air humidity in the machine cabin; the first sealing structure is positioned in the clearance between the machine cabin and a tower drum; the second sealing structure is positioned in the clearance between the machine cabin and a wind wheel. By the device for controlling the environment in the cabin of the offshore wind power generation unit, provided by the utility model, corrosion of parts in the cabin of the offshore wind power generation unit can be well prevented.",2014,F03D  11/00
439726169,SI20130000340,THE MANUFACTURING PROCESS OF THE MODELS FOR WINDMILL WINGS,"Predloûeni izum se nanaöa na izdelavo modelov za krila vetrnice za vetrne elektrarne. Postopek obsega 3D ra?unalniöko modeliranje designa modela krila vetrnice, pripravo nosilne konstrukcije in izgradnjo jeklenega nosilnega podstavka, izdelavo lesenega ogrodja iz lesnih reber, ki se pritrdijo na nosilno konstrukcijo in je poloûaj vsakega posameznega rebra to?no dolo?en glede na x,y,z koordinate in se rebra pokrije z lesenimi deö?icami, da se model popolnoma zapre, mokro laminacijo s plastimi steklenihvlaken, ki se jih prepoji z epoksi smolo, pri ?emer se na vrhnji sloj poloûi plast abrajze, suho laminacijo z infuzijo, ki vklju?uje nanos plasti balse in plasti steklenih vlaken prepojenih s smolo, pri ?emer se za prepajanje s smolo uporabi infuzija, polaganje epoksidne paste, temperaturno obdelavo modela, grobo in fino frezanje epoksidne paste s CNC strojem s pozitivno kompenzacijo za dosego kon?ne 3D povröino z ustrezno natan?nostjo, pregled in popravilo napak v povröini, lasersko meritev povröine,zaklju?evanje in glajenje povröine in vakuumski test za ugotavljanje ali model na kakem mestu prepuö?a zrak.",2013,B29C  70/30; B29L2031/085; Y02P  70/523; B29C  33/3892; B32B  17/00; B29C  70/545; B29L2031/757; B29D  99/0025
439728100,GB20150003849,Power export system,"An offshore turbine array power export system comprises a power export module 30 and at least one offshore turbine support 21. The module 30 comprises a mounting 31 for power export equipment 32 and a coupling for coupling 37, 38 the mounting to the turbine support 21. The mounting 31 comprises a central opening shaped to correspond with an outer surface of a section of the turbine support 21, whereby the mounting 31 encircles the support 21. An annular equipment housing (40, fig.6) may be formed in two or more parts interconnected by fittings (51,51). A rectangular housing (54, fig.7) may have a circular central opening. The central opening may be rectangular for a support pylon. Turbines in a wind farm may be connected by cables 22a, 22b to a power export module 23a, 23b fitted to one of the turbine supports 21a, 21b in the array.",2015,Y02E  10/763; H02J   3/386; Y02E  10/727; F03D   9/257; F03D  13/25; F03D   9/00
439818950,US201314397817,Aerodynamic wind energy conversion device and method for controlling such a device,"The invention relates to an aerodynamic wind energy conversion device and a method for controlling such a device. The aerodynamic wind energy conversion device comprises an aerodynamic wing; at least a first tractive line and a second tractive line; wherein ends of the tractive lines are connected to line connection points located at the aerodynamic wing; at least a first and a second reefing point located across the aerodynamic wing and is characterized in that the length of the second tractive line is shorter than the length of the first tractive line; and wherein the first reefing point is spaced from the first line connection point in a first reefing distance and the second reefing point is d spaced from the second line connection point in a second reefing distance, such that the second reefing distance is longer than the first reefing distance.",2013,F05B2240/232; F03D   7/02; B63H   9/072; B63H   9/06; B63H   9/069
439843504,JP20130215404,FLOAT TYPE WINDMILL MOORING DEVICE,"PROBLEM TO BE SOLVED: To provide a float type windmill mooring device in which assembly and maintenance work on ocean are reduced as possible, and the windmill mooring device is assembled in a dock and then transferred and installed on an installation location, and the maintenance work can be performed safely after being transferred in the dock, and the mooring device reduces position deviation due to water pressure caused by tidal current, wind force, and reduces tension variation of a mooring cable for reducing size of a float body and a weight for achieving significant cost reduction.SOLUTION: The float type windmill mooring device is configured so that a pole 2 extending upward is disposed on a base part 1 having floating force, and a windmill apparatus 3 is disposed on the pole, and plural float body arm members 4 implanted by being stretched from the base part in a horizontal direction, and plural weight arm members 6 stretched from a center part 8 of weight installed on an ocean bottom in a horizontal direction are respectively coupled by main mooring cables 9. A center part of the float body arm member and the weight is coupled by an auxiliary mooring cable 10.",2013,B63B  21/50; B63B  35/00
439847724,JP20140210805,"SINGLE PIECE ELECTRIC ASSEMBLY FOR CONNECTING OFF-SHORE WIND TURBINE WITH ELECTRIC SUBSEA CABLE, WIND TURBINE, WIND TURBINE CLUSTER, AND METHOD FOR MOUNTING SUCH ELECTRIC ASSEMBLY TO WIND TURBINE TOWER","PROBLEM TO BE SOLVED: To reduce installation labor for an electric assembly for electrically connecting at least one wind turbine located off-shore with an electric subsea cable connected to an on-shore power grid.SOLUTION: An electric assembly 100 includes: a transformer 110 for transforming a first voltage level provided by at least one wind turbine to a second voltage level of a subsea cable; and external equipment 120 electrically and mechanically connected to the transformer 110 for controlling an operation of at least the transformer 110. The transformer 110 and the electric equipment 120 are formed by a preinstalled package, which can be mechanically handled as a single piece. Further, a wind turbine including the electric assembly 100, and a method for mounting the electric assembly 100 to a tower 160 of the wind turbine are provided.",2014,Y02P  70/523; E02B  17/0004; E02B2017/0095; H02B   1/20; H02B   5/00; H02B   5/06; H02B  13/035; F03D   9/255; F03D  80/00; F05B2230/60; H02B   1/30; Y02E  10/727; E02B2017/0091; H02B   1/16; H02B  13/075; F03D  11/04; F05B2240/95; H02B  13/02; F03D  13/30; H02B   3/00; Y10T  29/49117; F03D   9/257; F03D  13/10; H01F  27/40; H02B   1/305; H02J   3/38
439924195,NL20152014441,Improved apparatus for exchanging kinetic energy between a fluid and a structure moveable relative to the fluid.,"The invention relates to an apparatus for exchanging kinetic energy between a fluid and a structure moveable relative to the fluid and connected to the apparatus, comprising a channel enclosed by a channel wall connected with the structure, and adapted to guide the fluid, at least four identical blades moveable within the channel and being connected to an energy converter coupled with the structure.",2015,B63B  35/44; F05B2210/16; Y02E  10/28; F03B  17/06; F05B2250/131; F05B2250/132; B63B2035/4466; F03D   3/005; F05B2260/4031; B63H  19/04; F05B2220/20; F03B  17/067; B63H   1/04; F05B2260/403
439998907,KR20130110943,Reliability Analysis Method of Monopile for Offshore Wind Turbines Using Response Surface Method,"Disclosed is a method for analyzing the reliability of a monopile for an offshore wind turbine using a response surface method. The method analyzes a behavior probability of the monopile through a probabilistic analysis in the case that a lower structure of the monopile of an offshore wind turbine structure is installed on the sand ground, and analyzes sensitivity thereto. The method comprises the steps of: setting a fixed variable and a random variable for each limit state for analyzing the safety of the monopile installed on the sand ground stochastically (S10); applying the response surface method in a random variable range of the monopile to approximate a limit state function in the form of an explicit function for the random variable (S20); and applying the approximated limit state function to a first order reliability method (FORM) to calculate a probability of failure (reliability index) (S30).",2013,G06F  19/00; G06F  30/00; F03D  13/25; G06F  17/18
440002458,KR20140007413,KITE CABLE AUTO CONTROL TYPE KITE BOAT,"The present invention relates to a cable control type kiting boat having characteristics of including: a rolling mount fixated on a bow of a ship embedding a bearing; a stand held on the upper end of the rolling mount to be rotated; a cable winding actuator composed of a motor placed independently on the stand one by one per cable, and a cable drum driven by the motor to independently wind each cable; a cable arm forming a cable ring supporting the cable on an end as a grid frame hinged on the stand; a cable support roller formed on the lower end of the hinged part of the cable arm supporting and guiding the cable to wind the cable connected via the cable ring around the cable drum; and an operation controller commanding the operation of the motor. The present invention has an advantage of providing the cable control type kiting boat which may make the kite fly over the water in the air, and automatically steer the kite when wind speed is low or high to more conveniently manipulate the boat.",2014,B63H   9/069; B63H   9/04; B63H   9/06; Y02E  10/70
440002994,KR20130162550,LOWER STRUCTURE OFFSHORE WIND ENERGY TURBINE PLANT,"A lower structure of an offshore wind generator includes: a mono pile having an upper part where a wind power generation structure is installed, and a lower part installed to be embedded in the ocean floor; a fairing provided on the outer peripheral surface of the mono pile, disposed above the surface of the sea, and provided to be rotatable according to a direction of the tide of the ocean floor; and a fixing unit configured to fix the fairing to the outer peripheral surface of the mono pile. The fairing includes a plurality of unit fairing members which are installed in an axial direction of the mono pile. The unit fairing members are provided to be individually rotatable in a direction of the tide of the ocean floor. The fixing unit includes a guide rail portion formed in a circumferential direction on the outer peripheral surface of the mono pile. The unit fairing member includes a rotating rail portion provided to be rotatable by being inserted into the guide rail portion. The guide rail portion includes a ring-shaped member, whose the mono pile is installed on the outer peripheral surface, and which has an H- or T-shaped cross section. The rotating rail portion is provided to be rotatable by being inserted into the guide rail portion which is installed adjacent thereto. A friction reduction portion is provided on at least one side of the contract surface between the guide rail portion and the rotating rail portion, and has a plurality of protrusions made of an elastic material. The fairing, which is disposed above the surface of the sea and provided to be rotatable according to a direction of the tide of the ocean floor, is installed on the outer peripheral surface of the mono pile, and the effect of marine load which may occur by the tide exerted from various directions may be reduced, and thus damage to the mono pile or fatigue failure thereof may be prevented, which supports a structure of an offshore wind power generator.",2013,F05B2240/90; F03D  13/25; E02D  27/52; E02D  27/42; Y02E  10/70; F03D  11/04
440004163,KR20140078546,HYDRO∑TIDAL AND WIND ELECTRIC UNIT OF HINGE-BLADES STRUCTURE EQUIPPED WITH SPRING AND INCLINED PLATE,"The present invention relates to a hydroelectric, tidal, and wind power generation device having a hinge type blade structure with an inclined plate and a spring and, more particularly, to a rotary power generation device which is installed on the coast, lake, hill, etc. and converts the pressure of a flowing fluid into rotational energy to transmit the rotational energy to a generator. The rotary power generation device has a hinge type blade structure in which an additional blade inclined plate is installed on a blade plate to receive the pressure of a larger amount of fluid, a spring is provided to prevent damage to the device due to the sudden change in the flow of the fluid, and one side of a blade, which forms 180 degrees with respect to the incident direction in which the fluid flows, transmits the rotational energy to a rotary shaft and the other side of the blade, which forms the remaining 180 degrees, separates the blade plate and a blade support plate from each other until the blade plate and the blade support plate form a perpendicular angle with each other, consequently improving power generation efficiency by enabling the fluid to flow aside to generally maintain the rotation of the blade in one direction.",2014,F01D   5/14; F03B  13/12; Y02E  10/223; F03B   7/00; F03B  13/26; F03B  17/062; F03B   3/14; Y02E  10/28; Y02E  10/74; F03B  17/06; F03D   3/06
440015474,KR20140036660,REMOTE SYSTEM FOR EVALUATING SAFETY OF OFFSHORE WIND TURBINE STRUCTURE,"Provided is a system for remotely evaluating the safety of offshore wind turbine structures which can remotely determine the safety of substructures according to whether offshore wind turbine structures vibrate using an acceleration sensor installed in each of a plurality of offshore turbine structures, can determine whether there is an abnormal offshore wind turbine structure by comparing the offshore turbine structures to each other using the acceleration sensor installed in each of the offshore turbine structures; and can accurately determine whether the offshore turbine structures are normal by considering external force data on a wave, a current, a wind, and an earthquake affecting each offshore turbine structure. The system for remotely evaluating the safety of offshore wind turbine structures according to the present invention comprises: acceleration sensors which are installed in each offshore wind turbine structure including a substructure, a tower, and nacelle, and measure acceleration corresponding to vibrations in each of offshore wind turbine structures; a field terminal for collecting field data on the offshore wind turbine structures, and performing wired or wireless transmission of the collected data and the acceleration signals measured by the acceleration sensors; a remote terminal for remotely evaluating the safety of the offshore wind turbine structures by converting the acceleration signals into displacements, comparing the displacements with a reference displacement, performing a first determination of the normality of the offshore wind turbine structures based on the displacement comparison result, and performing a second determination of the normality of each offshore wind turbine structure by comparing the first determination data of each offshore wind turbine structure to each other.",2014,G06Q  50/06; E02B  17/0004; E02B2017/0091; G08B  21/18; G08C  19/00
440031645,KR20140028130,ZIG FOR INSTALLING OFFSHORE WIND POWER GENERATOR,"The present invention relates to an installation equipment of an offshore wind power generator and, more specifically, relates to allow a large amount of offshore wind power generator to quickly and safely be assembled, transported, and installed. According to the present invention, a jig to install the offshore wind power generation comprises: a main body plate where a cut portion, containing a strut of the offshore wind power generator, is formed on one side; a holder supporting by covering the outer surface of the strut of the offshore wind power generator contained in the cut portion by being installed in an upper side of the main body plate; and a pair of vertical plates preventing a nacelle, which is placed on an upper side of the holder by protruding from both sides of the main body plate in a vertical direction, from being left outside the main body plate.",2014,F03D   1/00; Y02E  10/72; F03D  11/00; B63B  35/00; F03D  13/40; F03D  80/00
440031728,KR20140042905,constructing apparatus for offshore wind power turbine and construction method thereof,"The present invention relates to a construction apparatus for an offshore wind power generation tower, and a construction method therefor. More specifically, the construction apparatus for an offshore wind power generation tower, where an upper end of the lower column and a lower end of the upper column are adjacent to each other among the columns are coupled, has a plurality of columns to form a tower. The construction apparatus includes: a cylinder standing and positioned inside the lower column having an extendable length; a lower column coupling means coupling and dismantling the lower portion of the cylinder and the lower column; an upper column coupling means coupling and dismantling the upper portion of the cylinder and the upper column; and a column coupling means coupling and dismantling the upper column and the lower column. The present invention poses difficulties of construction work and reduces the construction costs and time as lifting facilities installed in a large crane is not used.",2014,B66C  23/18; B63B  35/44; F03D  11/04; F03D   9/00; F03D  13/20; F03D  13/25; Y02E  10/727
440038374,KR20157005885,Floating Wind Turbine Safety System,"? ??? ?? ?? ??? ?? ??? ??? ?? ?? ? ??? ?? ???. ?? ?? ??? ?? ??? ??(202,203)? ????, ??(202)??? ??? ?? ??? ?????, ??? ?? ??? ??? ???? ?? ?? ?? ??? ??? ????. ??-?-?? ?? ??? ??(203)??? ?????, ??-?-?? ?? ??? ??-?-?? ???? ?? ?? ?? ??? ??? ????. ?? ?? ??? ?? ????? ?? ??? ?? ? ?? ??-?-?? ?? ??? ?? ?? ?? ?? ??? ???? ????.",2013,Y02E  10/723; B63B2035/446; F03D   7/042; B63B  39/03; F05B2240/93; Y02E  10/727; F03D   9/257; Y02E  10/725; F03D   7/02; F03D  13/25; B63B  39/00
440039254,KR20140058430,"SUBSTRUCTURE OF OFFSHORE WIND TURBINE HAVING MULTI-CYLINDERS OF VARIOUS DIAMETERS, AND CONSTRUCTING METHOD FOR THE SAME","A substructure of an offshore wind turbine having multi-cylinders of various diameters and a constructing method thereof are provided to effectively reduce the wave power working on the substructure through an interaction between the substructure of an offshore wind turbine and waves by establishing a central pile and a number of surrounding piles near the surface of the sea, to increase the hardness and safety of the substructure by increasing the number of central pile and surrounding piles, to make the method of establishment and construction very simple by establishing a gravity-type circular cylinder substructure first and then establishing a central pile and surrounding piles in the form of the conventional mono-pile, to reduce construction costs on the sea since establishment on the sea without large equipment is possible, to reduce working hours by establishing a gravity-type circular cylinder substructure first on the sea bottom and letting it serve as an establishment guide for central pile and surrounding piles, to enhance the accuracy of position control, and to easily prevent bending of piles in case of pile driving.",2014,F03D  11/04; E02B2017/0091; E02D  27/42; E02D  27/52; E02B  17/0004
440039950,KR20130122565,LOWER STRUCTURE OFFSHORE WIND ENERGY TURBINE PLANT AND CONSTRUCTION METHOD,"The present invention provides a lower structure of a marine wind power plant, comprising: a monopile wherein a wind power generation structure is installed in an upper portion and a lower portion is penetrated and installed on the seabed; an anchorage unit arranged close to the seabed when the monopile is penetrated into the seabed, wherein the monopile is installed on the outer peripheral surface in the circumferential direction; and a sacrificial anode unit fixated on the settlement unit and forming a protection current near the seabed of the monopile. The anchorage unit includes at least one anchorage spaced and arranged near the seabed of a lower portion of the monopile in the circumferential direction. The anchorage comprises: a fixing board holding the sacrificial anode unit; and an elastic bearing plate provided between the monopile and the fixing board to pressurize the sacrificial anode unit.",2013,E02D  27/52; F05B2240/95; F03D  13/22; C23F  13/18; F03D  11/04; Y02E  10/727; F03D  11/00
440040367,KR20140059911,Offshore wind power generator installation method and floating dock used at this,"The present invention provides an installation method of an offshore aerogenerator (1) and a floating dock (10) used by the same. The installation method is provided to improve transportation efficiency when several aerogenerators are installed on the water; easily assemble the aerogenerators; and enable the materials of the aerogenerators to be consecutively transported and assembled. The installation method comprises: transporting a plurality of towers (2) at once while maintaining the standing-up state of the towers when a plurality of aerogenerators (1) are installed on the sea; installing a fixation base (20) capable of loading the towers (2) on the existing floating dock (2) having a large crane installed thereon while maintaining the standing-up state of the towers in order to install the aerogenerators (1) directly on the floating dock (10) without a separate installation ship by making the floating dock used for transportation be sunken and installed under water; and installing the aerogenerators (1) on the sea distance from land by the floating dock (10) having a large tower type main crane (30) installed thereon in order for a nacelle (3), a hub (4), and a blade (5) to be assembled to the tower (2). The installation method is capable of improving transportation efficiency, facilitating assembly, and consecutively performing installation work, thereby having the effects of maximizing work efficiency according to the installation and construction of the aerogenerator by reducing the total construction costs and construction period of the aerogenerator.",2014,B63B  35/00; F03D  11/00; B63B  75/00; B63C   1/02; Y02E  10/722
440040728,KR20140028131,APPARATUS FOR INSTALLING OFFSHORE WIND POWER GENERATOR,"The present invention relates to an apparatus to install an offshore wind power generator. More specifically, the apparatus to install an offshore wind power generator rapidly assembles each component of a disassembled offshore wind power generator, and rapidly moves the assembled offshore wind power generator to a predetermined position to install the offshore wind power generator at sea. According to the present invention, the apparatus to install an offshore wind power generator includes: an assembly unit including a first and a second stand frame installed to face each other in a ship, including a first and a second lifting plate installed to vertically be moved between the first and the second stand frame where each component of the disassembled offshore wind power generator is assembled; an installation unit including a first and a second guide frame installed to face each other, including a third and a fourth lifting plate installed to vertically be moved to the first and the second guide frame respectively where the offshore wind power generator assembled in the assembly unit is installed; a jig assembly supporting a support of the offshore wind power generator, moving horizontally from the assembly unit to the installation unit to enable the offshore wind power generator to move from the assembly unit to the installation unit; and a rail unit installed between the assembly unit and the installation unit to enable the jig assembly to move horizontally.",2014,F03D   1/00; F03D  11/04; Y02E  10/72; F03D  13/20; B63B  35/44
440042080,KR20130127206,ROTOR SHAFT FOR OFFSHORE WIND POWER GENERATOR,The present invention relates to a unit for protecting a lower structure of an offshore wind power generator. The unit for protecting a lower structure of an offshore wind power generator comprises: a protecting body installed on an outer circumference of a lower structure of an offshore wind power generator to be rotated; a direction sensor installed on an outer circumference of the protecting body and electrically connected with a control unit; a driving unit installed on a lower end part of the protecting body and rotating the protecting body in a normal or reverse direction; and a control unit prepared on a lower part of the protecting body and electrically connected with the direction sensor and the driving unit. The unit for protecting a lower structure of an offshore wind power generator can prevent damage to a lower structure and a tower supported by the lower structure caused by tide and wave by inducing the tide and wave heading for the lower structure of the offshore wind power generator in an outer direction of the lower structure.,2013,Y02E  10/723; B63B  43/20; Y02E  10/727; B63B  43/18; F03D  11/00; F03D   7/00; F05B2240/95; F03D  13/22
440047881,KR20130122617,SHIP FOR INSTALLING A WIND POWER GENERATOR ON THE SEA AND INSTALLING METHODS USING THE SAME,"According to the present invention, provided are a ship for installing a wind power generator on the sea and an installation method for a wind power generation on the sea using the same. The ship includes: a base structure (10); a tower (20) supported by the base structure (10); a nacelle (30) coupled to the tower (20) and converting a rotational force into electric energy; and a rotor (40) providing a rotational force to the nacelle (30). The ship includes a hull (100) having a loading and unloading space (110) wherein a loading and unloading standby portion (400) is formed to protrude from land (300) to the sea; a storage space (120) formed in the hull (100), wherein the wind power generator or elements of the wind power generator are loaded; and a gantry crane (200) moving between the loading and unloading space (110) and the storage space (120), transferring the wind power generator or elements of the wind power generator.",2013,F03D  11/00; F05B2240/95; Y02E  10/727; F05B2230/50; B63B  35/00; Y02E  10/726
440047883,KR20130122618,TRANSPORTATION DEVICE FOR TOWER NACELLE AND ROTOR AND WIND POWER GENERATOR ON THE SEA USING THE SAME,"According to the present invention, provided are a transportation device and an installation method for a wind power generator on the sea using the same. A transportation device transports an upper structure assembly (100) which comprises: a tower (20) of a wind power generator; a nacelle (30) coupled to the tower (20) and converting a rotational force into electric energy; and a rotor (40) providing a rotational force to the nacelle (30). A support frame (200) supports the upper structure assembly (100) to be spaced from the ground at regular intervals, and is loaded on a barge (300) transporting the upper structure assembly (100). The support frame (200) comprises: an upper frame (210) installed in parallel with the ground; a lower frame (220) installed in parallel with the upper frame (210); and a middle frame (230) connecting the upper frame (210) and the lower frame (220).",2013,B63B  35/00; Y02E  10/726; Y02E  10/727; F03D  11/00; F05B2240/95; F05B2230/50
440050536,KR20130124279,Rollover prevention device of floating structure,"A rollover preventing device for a floating structure is disclosed. According to an embodiment of the present invention, the rollover preventing device for a floating structure comprises: a storage tank which stores compressed air; a pressure generating unit which transfers the compressed air stored in the storage tank; a spraying unit which discharges the compressed air transferred by the pressure generating unit to the outside of a floating structure; a sensing unit which senses the depth of water and the gradient of the floating structure; and a control unit which controls the pressure generating unit using a value sensed by the sensing unit.",2013,B63B  35/00; F03D  11/00; F03D  11/04; Y02E  10/727; F05B2240/95; F03D  13/22
440051111,KR20140022382,Floating water turbine generator efficiency,"The present invention relates to a wave power generator providing high efficient rotational movement and a power generation force in accordance with a current present in water during floating on the sea or a river. Thus, the high-efficiency aberration generator floating on water includes: a buoyant installation frame (100) wherein a predetermined amount of a buoyancy medium (B) is filled and where the frame itself can float on the water (buoyancy effect); an aberration installation groove (130) exposed to the water having a predetermined flow speed and formed on one of sides of the buoyant installation frame (100); an aberration rotary blade unit (200), where a plurality of rotary blades (210) are attached to the aberration installation groove (130) based on one or more rotary shafts (250), submerged in a predetermined depth in the water; a height adjustment means (300) which is capable of adjusting the height of the rotary shaft (250) including the aberration rotary blade unit (200) and installed on both ends of the rotary shaft (250) including the aberration rotary blade unit (200); a wire hanger (400) which is capable of fixating the wave power generator with a wire to prevent the wave power generator from being swept away along water flow and formed on the outer periphery of the buoyant installation frame (100); and a generator (M) installed on one side of the rotary shaft (250).",2014,F03B  17/063; F03D   9/25; B63B  35/44; F03B   7/006; F03B  13/16; F03B  17/06; F03D   9/008; F05B2240/93; Y02E  10/28; F03B   7/00; F05B2260/4031; F05B2270/101; B63B2035/4466; F03B  17/061; F05B2240/40; Y02E  10/72
440071146,ES20090822275T,Parque de energÌa eÛlica flotable,"Un parque de energÌa eÛlica flotable ('A') en forma de una instalaciÛn relacionada con un cuerpo de agua ('V') para crear prerrequisitos de una fuerza preponderante del viento para generar potencia elÈctrica, que comprende: a) unidades de pontones individuales pero conectadas (1, 2, 3), que pueden flotar en un cuerpo de agua ('V'), b) al menos dos turbinas eÛlicas (4, 4a, 4b, 4c) dispuestas adyacentes entre sÌ, c) un sistema de amarre ('M'), anclado sÛlidamente a un ·rea de fondo restringida ('B') de dicho cuerpo de agua ('V'), d) una unidad de generador ('G'), que puede estar accionada por el movimiento rotacional de las turbinas (4, 4a, 4b, 4c) para generar dicha potencia elÈctrica, e) una secciÛn de cable ('K'), conectada por una parte a dicha unidad de generador ('G') y por otra parte a una red de distribuciÛn con base en tierra, para distribuir potencia elÈctrica generada, en el que al menos dos de dichas unidades de pontones (1, 2) est·n en forma de postes (1', 2') y conectadas a una estructura de viga de soporte orientada horizontalmente (5) para formar una primera estructura de armazÛn orientada de forma esencialmente vertical (21), en el que dichas turbinas (4 - 4c) est·n dispuestas lado a lado en dicha estructura de viga de soporte (5), en el que una tercera de dichas unidades de pontones comprende un montante (3) y una segunda estructura de armazÛn orientada de forma esencialmente horizontal (22), en el que dicha primera estructura de armazÛn (21) y dicha segunda estructura de armazÛn (22) est·n unidas entre sÌ, y en el que dicho montante (3) est· dispuesto a una distancia de un plano ('P') que contiene la primera estructura de armazÛn (21) y dicha tercera unidad de pontÛn es conectable a dicho sistema de amarre ('M') sobre un punto de acoplamiento (7), en el que el parque de energÌa eÛlica comprende un equipo de control (100) adaptado para controlar la posiciÛn del parque de energÌa eÛlica ('A') en respuesta a un sentido preponderante del viento ('W') de modo que las turbinas eÛlicas (4 - 4c) se dirijan hacia el sentido del viento y el ojo del viento girando el parque de energÌa eÛlica flotable como un todo, y en el que como datos de entrada a dicho equipo de control (100) se introducen el sentido relevante (63a1) del viento, fuerza relevante del viento (63a2) y posiciÛn relevante (63a4) de dicho parque de energÌa eÛlica, y en el que los datos de salida de dicho equipo de control (100) se generan sobre dicho equipo de control (100) por medio de circuitos de c·lculo asignados y algoritmos almacenados (64d), en el que: el parque de energÌa eÛlica comprende adem·s un medio ('B3') para desplazar horizontalmente dicho punto de acoplamiento (7) al sistema de amarre ('M') con el fin de crear un giro del parque de energÌa eÛlica flotante como un todo.",2009,F03D   7/02; F03D  11/04; F03D   7/0204; F03D  13/25; F05B2260/74; Y02E  10/727; F03D  13/22; F05B2240/93; F03D   1/02
440098398,US201414534386,Sensor system for environmental impact monitoring,"A self-contained monitor array for measuring at least one type of electromagnetic emission and at least one type of mechanical wave emission from a marine-based and/or terrestrial human activity or installation such as alternate energy sources. A multi-modal monitor system includes at least two such arrays, at least one clock, and at least one data storage unit.",2014,F03D  17/00; F05B2270/81; G01J   1/00; G01S  15/00; G01N   9/24; G01N  29/46; G01N  21/00; G01N  29/14; F05B2270/333; G01M  99/00; G01N2291/2693; Y02E  10/722
440119859,JP20150505978,???????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D   9/00; F03D   9/30; F03D  13/25; B63B   5/22; F03D  13/22; B63B   5/20; B63B2001/126; F03D  11/04; B63B   1/125; B63B  21/50; F05B2240/93; Y02E  10/727; B63B2001/044; F03D  13/10; B63B   1/107; B63B  35/44; B63B2001/128; B63B2035/446; E02B2017/0091; F05B2240/95
440157902,KR20130166631,ECONOMIC OPERATION METHOD FOR FLOATING WAVE-OFFSHORE WIND HYBRID POWER GENERATION SYSTEM,"A control system and a method for floating offshore wind and waver energy hybrid power plant are provided. According to an embodiment of the present invention, the control method of a power generation turbine includes: generating a cost function of the power generation turbine, extracting a minimum point, and generating control variables of the power generation turbine based on the minimum point. Accordingly, an economical operation can be achieved in the floating offshore wind and wave energy hybrid power plant where heterogeneous power generation systems are complexly combined.",2013,F03B  13/00; F03D   9/00; Y02E  10/723; F03B  15/06; F03D   7/00; F03B  15/04; Y02E  10/226
440162040,ES20090799691T,Control del ·ngulo de incidencia de los ·labes en una instalaciÛn de turbina eÛlica,"Un controlador de ·ngulo de incidencia de los ·labes para una estructura de turbina eÛlica flotante que comprende una estructura de soporte que soporta un rotor que tiene una pluralidad de ·labes, en el que el controlador comprende: medios est·ndar de control de ·ngulo de incidencia de los ·labes; y medios de amortiguaciÛn activa; en el que los medios est·ndares de control de ·ngulo de incidencia de los ·labes est·n dispuestos para controlar un ·ngulo de incidencia de los ·labes usando una funciÛn de transferencia entre un error de velocidad del rotor y el ·ngulo de incidencia de los ·labes; en el que el ·ngulo de incidencia controlado de los ·labes est· caracterizado por el hecho de que los medios de amortiguaciÛn activa est·n dispuestos para controlar adicionalmente el ·ngulo de incidencia de los ·labes en base a una velocidad de un punto sobre la estructura de la turbina eÛlica convirtiendo la velocidad de un punto sobre la estructura de la turbina eÛlica a un error de velocidad del rotor y usando la misma funciÛn de transferencia que se usa en los medios est·ndares de control de ·ngulo de incidencia de los ·labes para convertir el error de velocidad del rotor a una correcciÛn del ·ngulo de incidencia de los ·labes.",2009,F03D   7/02; F03D   7/043; F05B2260/96; F05B2240/93; F03D   7/022; F05B2270/328; F05B2270/101; F05B2270/327; F03D   7/0224; F03D   7/04; F05B2270/304; F03D   7/0276; F03D   7/0296; Y02E  10/727; F03D  13/20; F03D  13/25; Y02E  10/723
440185686,PT20090784855T,METHOD AND APPARATUS FOR TOWING OFFSHORE WIND TURBINES,NULL,2009,B63B  75/00; F03D  13/20; Y02E  10/727; F05B2240/95; Y02E  10/726; B63B  21/00; F03D   1/00; B63B  35/44; F03D  13/10; Y02E  10/721; F03D  13/40
440185696,PT20090822275T,A FLOATABLE WIND POWER PLANT,NULL,2009,Y02E  10/727; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2260/74; F05B2240/93; F03D  11/04; F03D   1/02; F03D  13/22
440255720,CN201510018033,Offshore wind power generation mono-pile foundation horizontal bearing capacity test counterforce device and construction method thereof,"The invention relates to an offshore wind power generation mono-pile foundation horizontal bearing capacity test counterforce device and a construction method thereof. The offshore wind power generation mono-pile foundation horizontal bearing capacity test counterforce device and the construction method thereof are simple in operation, obvious in effects, low in requirements on offshore testing equipment and capable of saving the cost. According to the technical scheme, the offshore wind power generation mono-pile foundation horizontal bearing capacity test counterforce device comprises a test pile driven into the seabed; the head portion of the test pile is provided with a lower flange; a counterforce pile is obliquely driven into the seabed near to the test pile, and the upper end of the counterforce pile is provided with a hydraulic jack system; a steel box girder module is connected between the upper end of the test pile and the upper end of the counterforce pile and composed of a horizontal beam, a vertical anchoring section and an upper flange, wherein the horizontal beam is a section of variable-diameter rectangular cavity, one end of the horizontal beam penetrates the circumferential surface of the vertical anchoring section with the diameter identical to that of the head portion of the test pile, the vertical anchoring section is provided with the upper flange, and the other end of the horizontal beam is a free end abutting against a hydraulic jack.",2015,E02D  33/00
440258410,CN201310514802,Suspension type wind turbine,"The invention discloses a suspension type wind turbine. The suspension type wind turbine comprises a cylindrical rotating body, a rotating shaft, a plurality of vortex blades, a plurality of flow guide blades and at least one axial fan, wherein a plurality of air through holes are formed in a ring wall of the cylindrical rotating body, and are communicated with an external ring surface and an internal ring surface; the rotating shaft, as a rotating axis of the rotating body, is arranged at the center of the rotating body; the plurality of vortex blades are combined with the external ring surface of the rotating body, and are corresponding to all the air through holes respectively, so that the vortex blades are pushed to move by wind pressure so as to drive rotation of the rotating body; the plurality of flow guide blades are respectively embedded in the air through holes, and can be driven by the wind pressure in the vortex blades to close the air through holes; the axial fan is combined to an upper end of the rotating body, and can rotate together with the rotating body to generate downward air flow so as to push up the floating type wind turbine. Therefore, the floating type wind turbine can be pushed to rotate by wind power when being applied to a wind power generation tower, and can float during the rotation to decrease friction.",2013,F03D   3/062; F03D   3/06; Y02E  10/74
440258414,CN201510020042,Wind-driven generation device,"The invention provides a wind-driven generation device. The device comprises a float device, and a rack platform which is arranged above the float device a rack and a rack supporting frame are arranged on the rack platform; a guide rail device, a sweep blade set and a working wheel are arranged on the rack; a generator is arranged in the rack; the sweep blade set is mounted on the guide rail device; the working wheel is connected with the generator through a transmission shaft; the sweep blade set driven by wind drives a grasping arm to grasp equidistance bolts on a steel rope to drive the working wheel to rotate, so as to drive the generator to generate power. According to the novel wind-driven generation device, the wind bearing area of sweep blades can be expanded and the quantity of the sweep blades can be increased as requirement to increase the utilization rate of the wind power; air guide devices are arranged on rectangular ventilating openings in the front surface and the rear surface of the rack to guide the wind direction as well as improving the wind effect; the mode of small and circular vertical blower is broken; the problem of acting in following wind and performing negative work in inverted wind is solved; the utilization efficiency of the wind energy is increased.",2015,F03D   5/04; F03D  13/25; Y02E  10/727; F03D  11/04; Y02E  10/725; F03D   9/25; F03D   9/00; Y02E  10/70
440285644,CN201410553023,Single piece electric assembly for connecting an off-shore wind turbine and mounting method therefor,"The invention relates to a single piece electric assembly for connecting an off-shore wind turbine and amounting method therefor. It is described an electric assembly for electrically connecting at least one wind turbine being located off-shore with an electric subsea cable being connected to an on-shore power grid. The electric assembly comprises (a) a transformer for transforming a first voltage level being provided by the at least one wind turbine to a second voltage level of the subsea cable, and (b) external equipment being electrically and mechanically connected to the transformer for controlling an operation of at least the transformer. The transformer and the electric equipment are formed by a preinstalled package, which can be mechanically handled as a single piece. Further, it is described a wind turbine comprising such an electric assembly, a wind turbine cluster comprising such a wind turbine and a method for mounting such an electric assembly to a tower of a wind turbine.",2014,H01F  27/40; Y02P  70/523; E02B2017/0095; F03D  80/00; F03D   9/255; H02B   3/00; E02B  17/0004; F03D  11/00; F03D  13/10; F03D  13/30; F05B2230/60; Y02E  10/727; Y10T  29/49117; F03D   9/25; F03D   9/257; H02B   1/305; E02B2017/0091; F05B2240/95; H02J   3/38
440324097,CN201420735346U,Anticorrosive coating and composite anticorrosive coating structure used for offshore wind generating set,"The utility model discloses an anticorrosive coating and composite anticorrosive coating structure used for an offshore wind generating set. The composite anticorrosive coating structure comprises a zinc sprayed layer (1) and a paint sprayed layer (2), and the outer surface of the zinc sprayed layer (1) is tightly covered with the paint sprayed layer (2). According to the composite anticorrosive coating structure, paint spraying processing is carried out on the basis of the zinc sprayed layer, the zinc sprayed layer is protected and reinforced accordingly, the anticorrosive capacity of the whole coating is improved, and the composite anticorrosive coating structure is just suitable for non-installation related faces which are exposed for a long time and are free of conductive requirements and high in anticorrosive requirement; by means of the coating system, protection of equipment of the wind generating set in the severe salt-spray environment can be improved, and the anticorrosive capacity of the wind generating set can be improved.",2014,F03D  11/00; B32B  15/04
440354939,CN201510022371,Fan pile pier foundation and construction method thereof,"The invention relates to a fan pile pier foundation and a construction method thereof, and discloses a fan pile pier foundation, which comprises a center pier foundation. The fan pile pier foundation is characterized in that an anchor rod pile is arranged at the bottom part of the center pier foundation, 8-12 inclined piles are arranged around the center pier foundation, a concrete pile cap is arranged at the top part of the center pier foundation, a reinforced bar at the top part of each inclined pile is connected with a reinforced bar of the concrete pile cap, the concrete pile cap is cast together with the inclined piles, and a prestressed anchor rod is arranged in the center pier foundation. The fan pile pier foundation has the advantages that the problems of insufficient bearing capacity and loess collapsibility of soft soil are solved; at the premise of meeting the domestic standard requirements, the material is saved, the construction period is shortened, the whole safety, stability and settling control property are sufficiently guaranteed, and the higher practicality is realized for the ground foundation reinforcing and foundation design of wind power generators in eastern coastal areas and northwestern collapsibility loess areas of China.",2015,E02D  27/16; E02D  27/44; E02D  27/425; E02D  27/12
440373089,CN201380046493,Floating wind turbine safety system,"The present invention relates to methods and apparatus for operating a safety system in a floating wind turbine. The floating wind turbine comprises one or more sensors202, 203, and receives a fore-aft inclination signal from the sensor202, wherein the fore-aft inclination signal indicates an inclination of said floating wind turbine in a fore-aft direction. A side-to-side inclination signal is also received from the sensor203, wherein the side-to-side inclination signal indicates an inclination of said floating wind turbine in a side-to-side direction. An operational parameter of the floating wind turbine is altered based on either or both of said fore-aft inclination signal and said side-to-side inclination signal.",2013,F03D   9/257; B63B  39/03; B63B2035/446; F03D   7/042; B63B  39/00; F03D   7/02; F03D  13/25; Y02E  10/725; Y02E  10/723; F05B2240/93; Y02E  10/727
440433870,CN201380030463,Floating wind turbine platform and method of assembling,"A semisubmersible wind turbine platform capable of floating on a body of water and supporting a wind turbine over a vertical center column includes a vertical center column and three or more vertical outer columns spaced radially from the center column, each of the outer columns being connected to the center column with one or more of bottom beams, top beams, and struts, with the major structural components being made of concrete and having sufficient buoyancy to support a wind turbine tower.",2013,B63B   1/125; B63B2001/128; E02D  27/52; B63B   1/107; B63B  35/00; B63B   5/22; B63B2001/044; B63B2001/126; F03D  13/22; Y02E  10/727; B63B  35/44; E02B2017/0091; F05B2240/93; B63B   5/20; B63B  21/50; B63B2035/446; F03D  11/00; F05B2240/95; F03D  11/04; F03D  13/25
440462365,CN201420757623U,Wind-resistant column reinforcing device for steel-bar mesh of LNG (liquefied natural gas) storage tank,"The utility model relates to a wind-resistant column reinforcing device for a steel-bar mesh of an LNG (liquefied natural gas) storage tank. The wind-resistant column reinforcing device comprises a base, the steel-bar mesh, an embedded anchor bar and a wind-resistant column, wherein the base comprises a positioning plate and a steel pipe; the positioning plate and the short steel pipe are fixed into a whole; the positioning plate is fixedly connected with the embedded anchor bar through a connector; the steel pipe is fixedly connected with the wind-resistant column through a fastener; the wind-resistant column is fixedly connected with the steel-bar mesh through another fastener. Under the premise of an invariable original steel-bar mesh reinforcing mode, the steel-bar mesh is reinforced for the second time by virtue of the wind-resistant column to work along both lines, so that an overall damage to the steel-bar mesh caused by 12-grade wind power can be effectively avoided; security assurance is provided for wall body construction.",2014,E04H   7/18
440463858,CN201420712481U,Wind power generator head,"The utility model relates to a wind power generator head. The wind power generator head is provided with a machine frame; the machine frame is longitudinally provided with a main shaft, a gear box, a coupling, and a generator in turn; the main shaft is connected with the generator by the gear box and the coupling in the manner of power transmission; a hub is fixed at the front end of the main shaft; the hub is provided with three vane installing holes; vanes are respectively installed in the vane installing holes, and a pitch variable drive motor for controlling the angles of vanes is installed in the vane installing holes; a cowling covers the front end of the hub; the main shaft is fixed on the machine frame by a floating bearing and a thrust bearing; a cabin cover covers the machine frame; and the position, corresponding to the main shaft, of the machine frame is provided with a tower installing hole. The wind power generator head is suitable for the wind generation, and has the advantages of scientific design, rational structure, reproducible resource, non-pollution, large energy, and extensive prospect.",2014,F03D   9/00; F03D  11/00; Y02E  10/725
440463878,CN201420784278U,High-stability energy-saving irrigation device,"The utility model discloses a high-stability energy-saving irrigation device, which comprises a wind gathering cover, a power generating fan blade, a solar power generating panel, a wind-driven generator, a rotary column, conductive balls, a support block, an electric box, a storage battery, a control chamber, a floating ball and a conductive lever, and is characterized in that the solar power generating panel is arranged at the upper end of the wind-driven generator; the power generating fan blade is arranged at the left end of the solar power generating panel; the wind gathering cover is arranged on the outer side of the power generating fan blade; the rotary column is arranged at the lower end of the wind-driven generator; the support block is arranged at the lower end of the rotary column; the conductive balls are arranged between the support block and the rotary column; the electric box is arranged at the lower end of the support block; the storage battery is arranged in the electric box; the control chamber is arranged below the electric box; the conductive lever is arranged in the control chamber; the floating ball is arranged below the right end of the conductive lever. According to the high-stability energy-saving irrigation device, the working stability of the device is ensured by improving the power generation efficiency of the device, so that the problems that an existing device is poor in power generation stability and is frequently supplied with commercial electric supply are solved.",2014,F03D   1/04; F03D   9/02; H02S  10/12; Y02P  60/122; Y02E  10/72; A01G  25/00
440484109,US201214408934,Floating offshore wind turbine with damping structure,"An offshore wind turbine comprising a buoyancy structure intended to provide a buoyancy force to support the wind turbine, wherein said buoyancy structure comprises at least one floater tank and a damping structure extending radially outward from the floater tank to damp forces due to heave, pitch or roll.",2012,F03D  13/25; Y02E  10/727; B63B  21/502; B63B  39/00; B63B  21/50; E02B  17/0004; F03D  11/04; B63B2035/442; B63B  35/44; B63B  39/03; B63B  39/06; B63B2035/446; E02B2017/0091; F05B2240/95; B63B  39/005; F05B2240/93
440601093,GB20150005228,Energy concentration device,"An energy concentration device is driven by wave or wind power. A plurality of pneumatic cylinders 10 each comprises a piston 13 operated by a wave float 14 or wind turbine driven crank (figure 7) to pressurise air inside the cylinder. A respective pressurized air barrel 20 is provided downstream of each cylinder, and a high-pressure air tank (30, figure 3) is provided at the end of the device. The cylinder and barrel combinations may be connected in series such that the air pressurised in one cylinder is pressurised further in the next cylinder before reaching the high-pressure air tank. Alternatively the cylinder and barrel combinations may be connected in parallel, with the combined pressurised air being fed to the high-pressure air tank. One-way valves 21, 22 are provided at the connections between each cylinder, barrel and the high-pressure tank. Each cylinder comprises an inlet on either side of the piston head, and an outlet on either side of the piston head, each having a one-way valve 11, 12.",2015,F03B  13/1815; F03D   9/00; F03D   9/25; F03D   9/28; Y02E  60/15; Y02E  60/17; F03B  13/187; Y02B  10/30; F03D  13/25; F05B2240/40; F03B  13/18; F03D   9/17; Y02B  10/70; F05B2210/16; Y02E  10/727; Y02E  10/725; F03B  13/1855; F03B  13/24; Y02E  10/38
440617118,MY2010PI02048,ENERGY-SAVING AND WIND-POWERED AERATOR,"THE INVENTION RELATES TO AERATORS FOR AQUACULTURE. THE INVENTION INCLUDES A FLOATING CARRIER (1), A WIND TURBINE (2), A WATER STIRRER (3), AND A TRANSMISSION ELEMENT (4). THE FLOATING CARRIER (1) HAS A SUPPORTING STRUCTURE (12). THE WIND TURBINE (2) IS CONNECTED TO AN UPPER PORTION OF THE SUPPORTING STRUCTURE (12). THE WATER STIRRER (3) IS MOUNTED TO THE FLOATING CARRIER (1). THE TRANSMISSION ELEMENT (4) IS CONNECTED TO THE WIND TURBINE (2) AND THE WATER STIRRER (3). THE WATER STIRRER (3) IS ROTATED BY MEANS OF THE ROTATION OF THE WIND TURBINE (2) AND A DRIVING ACTION OF THE TRANSMISSION ELEMENT (4). WITH THIS ARRANGEMENT, THE WIND TURBINE (2) IS BLOWN BY NATURAL AND INEXHAUSTIBLE WIND TO ROTATE, SO THAT THE WATER STIRRER (3) CAN BE DRIVEN BY THE TRANSMISSION ELEMENT (4) TO BEAT WATER RAPIDLY, THEREBY INCREASING THE AMOUNT OF OXYGEN DISSOLVED IN THE WATER AND FACILITATING THE DECOMPOSITION OF ORGANIC COMPOUNDS IN THE WATER. IN THIS WAY, THE WATER QUALITY CAN BE IMPROVED AND THE AMOUNT OF ELECTRICITY CONSUMED IN AQUACULTURE INDUSTRIES CAN BE REDUCED TO INCREASE THE PROFIT. THE WATER STIRRER (3) IS ROTATED BY MEANS OF THE ROTATION OF THE WIND TURBINE (2) AND A DRIVING ACTION OF THE TRANSMISSION ELEMENT (4). THE INVENTION NEEDS NO ENERGY EXCEPT WIND SO THAT THE INVENTION CAN SAVE POWER CONSUMING AND BE USED IN THE CIRCUMSTANCES WITHOUT ELECTRICITY.",2010,B01F   3/04; F03D  13/25; F05B2240/93; F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D  13/10; F05B2240/95
440659641,US201314373593,Coordinated control of a floating wind turbine,"The present invention relates to methods, apparatus and computer program products for coordinating the control of a floating wind turbine (101) between a wind turbine controller (111) and a platform controller (110). One or more wind turbine control systems and/or one or more platform control systems may be altered based on said coordinated control of said floating wind turbine (101).",2013,B63B   1/10; B63B  13/00; F03D   7/02; F03D  13/25; F05B2270/18; B63B   1/12; F03D  11/04; H02P   9/04; Y02E  10/727; B63B  39/03; B63B  43/06; F03D   7/0204; F03D  11/00; F03D   7/047; F03D   9/00; B63B2207/02; Y02E  10/723; B63B2001/128; B63B2035/446; F03D   7/026; F03D   7/04; B63B   1/107; B63B  35/44; F05B2240/93
440659645,US201314412691,Rotary machine comprising a rotor placed in a fluid and equipped with orientable blades,"Application in particular to propellers and generators operating according to Lipp-type or Voith-Schneider-type kinematics, with possible mode switching.",2013,B63H   1/10; Y02E  10/74; F05B2260/506; F03D   3/06; F03D   7/02; F05B2260/75; F03D   3/00; F05B2260/72; F03D   3/068; F03D   7/0224; F03D   7/04; F05B2260/79; F03D   3/005
440679520,TW20143108415,Floating offshore wind power generation facility,"To make it possible to, in a spar type floating offshore wind power generation facility, suppress a reduction in power generation efficiency due to tilting of a tower, suppress rotational motion (yaw motion) around a vertical axis, prevent a ship from coming into contact with a mooring cable, and at the same time appropriately hold the tilted posture state of the tower. A floating offshore wind power generation facility (1) configured from a floating body (2), a mooring cable (3), a tower (4), and a windmill (5) installed at the top of the tower (4) and composed of a nacelle (6) and a plurality of blades (7), wherein the rotation axis of the windmill (5) has a predetermined upward angle in order to avoid contact between the blades (7) and the tower (4), and the windmill (5) is of a downwind type in which the blades (7) are attached to the leeward side of the nacelle (6) and installed with the back surfaces of the blades (7) facing windward, and the mooring point of the mooring cable (3) to the floating body (2) is set at a position below the surface of the sea and higher than the center of gravity of the floating body (2).",2014,B63B2021/505; F03D  13/22; F03D  80/80; F05B2240/93; B63B   5/22; B63B  21/50; B63B  39/005; B63B  39/06; F03D   9/25; F03D   1/06; F03D  13/25; Y02E  10/727; F03D  11/04; F03D  80/70; F05B2240/95; Y02E  10/725; B63B   1/048; B63B2035/442; B63B   5/18; B63B2035/446; Y02E  10/721; Y02E  10/726; F03D   9/00; F03D  13/10; B63B  35/44; B63B2001/044; B63B2039/067; E02D  27/425
440690658,PH20151500333,WAVE ENERGY CONVERSION,A wave energy converter (WEC) (10) has a body portion (18) with a face (20) and at least one flexible membrane (16) bounding at least part of a volume of a fluid to form a variable volume cell (22). The membrane is inclined from vertical providing a flow smoothed passage for wave energy from a wave (14) to travel over the WEC whilst deforming the at least one membrane towards the body to compress the fluid. The cell(s) can be submerged or floating. The inclination of the at least one membrane assists conversion of potential and kinetic energy of the wave to pressure within the fluid. Fluid pressure within the WEC cell(s) and/or system can be optimised to suit wave and/or performance conditions.,2015,F05B2240/97; F03B  13/188; F03B  13/189; F03B  13/1895; F03B  13/16; F03B  13/1885; F05B2240/40; F03B  13/12; F03B  13/24; F03D   9/008; F03D   9/25; F03D  13/25; F05B2240/93; Y02E  10/72; F03B  13/14; F03B  13/22; Y02E  10/38
440782070,CN201510040616,Wind power generation floating foundation,"The invention discloses a wind power generation floating foundation comprising a tower drum with a manhole. The upper end of the tower drum is connected with a draught fan, the lower end of the tower drum is fixedly connected with a buoy through a flange plate, the buoy is of a bowl-shaped circular truncated cone structure, supporting beams are arranged on the periphery of the buoy, framework beams connected with the supporting beams are arranged in the buoy, mooring rings are arranged at the bottom of the buoy, each mooring ring is connected with suction anchors going deep into the seabed through a mooring rope, and the buoy is further provided with a stair structure extending into the manhole. The wind power generation floating foundation can effectively solve the stabilization problem of wind power generation floating foundations in large sea areas with deep water. The wind power generation floating foundation is simple in structure, reasonable and reliable in design, high in carrying capacity, high in sea area topography and geology condition adaptability and high in practicability.",2015,B63B  21/50; B63B  35/44
440790259,CN201510078910,Offshore platform used for alternating-current booster station of offshore wind plant,"The invention relates to an offshore platform used for an alternating-current booster station of an offshore wind plant. The offshore platform is characterized by comprising a combined steelwork building with a bottom floor, a first floor, a second floor and a top floor, each floor of the steelwork building is composed of several function rooms, and the bottom of each floor of the steelwork building comprises a deck composed of a plurality of steel plates. The offshore platform comprises a bottom floor deck, a first floor deck, a second floor deck and a top floor deck. The first floor deck is divided into a front end part and a rear end part by the steel plates, the front end part is divided into five electrical rooms through the steel plates, the middle electrical room is a 35kV power distribution device room, and the rest are two primary transformer rooms and two primary transformer radiator rooms, which are arranged in symmetry to the 35kV power distribution device room. The rear end part is divided into five electrical rooms including a 220kV power distribution device room, a grounding transformer room, an SVG control room, an SVG equipment room and an outdoor and indoor heat radiation equipment area from left to right. The area of the offshore platform is saved, line outgoing is facilitated, investment is saved, and the offshore platform can be widely applied to the platform design of the alternating-current booster station of the offshore wind plant.",2015,E02B  17/00; E04H   5/02
440792555,CN201510062098,"Floating type draught fan mooring system, offshore wind generator unit and assembly method of offshore wind generator unit","The invention provides a floating type draught fan mooring system, an offshore wind generator unit and an assembly method of the offshore wind generator unit. The floating type draught fan mooring system comprises a rigid weight and a floating foundation. Multiple first cable fixing portions are arranged on the floating foundation. The rigid weight is provided with multiple second cable fixing portions and multiple third cable fixing portions. The first cable fixing portions and the second cable fixing portions are correspondingly connected through first cables. The third cable fixing portions are connected with fourth cable fixing portions under the sea through second cables. According to the floating type draught fan mooring system, the offshore wind generator unit and the assembly method of the offshore wind generator unit, the structure that the rigid weight is connected to the position below the floating foundation through the cables is adopted, the rigid weight can evenly bear the stress of the cable fixing portions, and therefore the floating foundation can be kept stable in a storm; the rigid heavy block is arranged below the floating foundation at a certain distance, so that the center of gravity of the whole mooring system is lowered, and the overall anti-storm capacity can be greatly improved.",2015,F03D  13/25; F03D  11/04; Y02E  10/727; F03D  13/10; B63B  21/50
440838655,CN201420832995U,Equipment fixing device for wind generating set,"The utility model provides an equipment fixing device for a wind generating set. The equipment fixing device comprises a fixing support and an elastic supporting component. The elastic supporting component is arranged on the inner bottom face of the fixing support which is fixed on the wind generating set, and equipment is arranged on the elastic supporting component and connected with the side wall of the fixing support. According to the equipment fixing device for the wind generating set, the designed elastic and floating mounting support achieves the effect of buffering or eliminating vibration shock of the wind generating set, the problems that the service life of the equipment is shortened and the utilization rate of the equipment is lowered due to vibration of the wind generating set are solved, the work efficiency of the wind generating set is improved, and maintenance cost of the equipment is lowered.",2014,F03D  11/04
440873499,CN201510079159,Offshore platform for offshore wind power flexible direct current connecting-in system,"The invention relates to an offshore platform for an offshore wind power flexible direct current connecting-in system. The offshore platform is characterized by comprising a combined steel structure building divided into an upper layer and a lower layer, wherein each layer of steel structure building consists of a plurality of function rooms, in addition, the bottom of each layer of steel structure building adopts a plurality of steel plates for forming decks, the offshore platform is totally provided with two layers of decks including the upper layer of deck and the lower layer of deck, a bridge arm reactor region, a current converter valve hall, a direct current reactor region and a control chamber region are arranged on the lower layer of deck, and the upper layer deck is provided with a connecting transformer region, an alternating current connecting-in region, a control and auxiliary facility region, a 35kV alternating current power distribution device region, a valve cooling heat radiation region and an auxiliary facility region. The alternating current electric energy of an offshore wind power plant is gathered into the 35kV alternating current power distribution device region through a cable, passes through the alternating current connecting-in region and is then conveyed into the connecting transformer region for voltage boosting, the electric energy is conveyed to the bridge arm reactor region of the lower layer of deck through the cable and is subjected to current conversion through electric equipment in the current converter valve hall, and then, the direct current electricity is output through electric equipment in a direct current plant connecting-out region. The offshore platform can be widely applied to the offshore platform design in an offshore wind power flexible direct current connecting-in system.",2015,H02B   7/06; H02B   1/30; H02J   1/00; H02M   7/003; E02B  17/00; H02B   1/56; H02J   3/36; E04H   5/04
440878559,CN201510117639,Simple wind field simulation system,"The invention discloses a simple wind field simulation system, and belongs to the technical field of structure power model tests. The simulation system comprises a wind generating system including a fan array, a support system, a lifting system, a rectifying device and a frequency modulating device, and also comprises a control system including a main program control module, a wind speed calibrating module and a wind spectrum parameter setting module, wherein the wind generating system and the control system are electrically connected with a wind speed time interval analog output module. The simulation system is capable of precisely outputting a steady state wind field and a fluctuating wind field in simulation, not only are the enough stability and analog precision provided, but also the good operability is provided. The system can be used for developing an ocean engineering structure wind fatigue damage model test, an offshore wind turbine structure wind load power mode test, and an offshore wind turbine blade aerodynamic force characteristic research. After a complex environment load combination simulation system is constructed in combination with a wave current-seismic simulation system, the simple wind field simulation system can be used for performing the model test researches of fixed and floating type ocean engineering structure under the environment load common effect such as wind, wave, ocean current and seism.",2015,G01M   9/08
440911569,CN201420769384U,Anticorrosion anchor bolt and anticorrosion anchor bolt nut combined member,"The utility model provides an anticorrosion anchor bolt and an anticorrosion anchor bolt nut combined member. The anticorrosion anchor bolt comprises an anchor body which comprises a polished rod portion and threaded portions arranged at two ends of the polished rod portion, and a heat shrinkable tube coats the outer surface of the polished rod portion and the outer surface, of part of the threaded portions, close to the polished rod portion and covers part of threads. The anticorrosion anchor bolt nut combined member comprises the anchor bolt, an anchor bolt upper-end nut and an anchor bolt lower-end nut are arranged at the upper end and the lower end of the anchor bolt, and a heat shrinkable tube fully covers the outer surface of the anchor bolt between the anchor bolt upper-end nut and the anchor bolt lower-end nut. The anticorrosion anchor bolt, the combined member and the heat shrinkable tubes have the advantages that the double-wall glue-containing heat shrinkable tubes are arranged, so that the anchor bolt has high sealability, anticorrosion performance of the anchor bolt is improved, service life of the anchor bolt is prolonged, and potential safety hazards of a wind power generating unit are reduced.",2014,E02D   5/74; E02D  27/42
440928199,US201314406209,Arrangement of a switchgear of a wind turbine,"A wind turbine with a switchgear arrangement is described. The wind turbine includes a tower, a rotor supported at an upper end of the tower, a generator, a transformer for increasing the voltage output of the generator prior to supplying a collector grid, and switchgear arranged between the transformer and the collector grid. The switchgear includes a first switching device associated with the transformer, and a second switching device associated with one or more cables connecting the wind turbine to another wind turbine in the collector grid. The first switching device is connected to, but located remotely from, the second switching device.",2013,F03D   9/00; F03D  13/25; F03D  80/82; Y10T  29/49009; Y10T 307/724; F03D  13/22; F03D  80/80; H02J   3/38; F05B2240/142; F05B2240/95; F03D   9/257; F03D  13/10; H02H   9/04; Y02E  10/722; Y02E  10/727
441153360,FR20130003129,"PRODUCTION D'ELECTRICITE A BORD DE NAVIRES DE COMMERCE, DE PECHE, DE GUERRE, ET DES STRUCTURES FLOTTANTES PAR L'UTILISATION DE L'ENERGIE DU ROULIS","L'invention concerne un dispositif de production d'Ènergie Èlectrique ‡ bord des navires et structures flottantes utilisant les mouvements de roulis. Elle consiste en : ï Deux capacitÈs en communication libre avec l'eau extÈrieure par le fond de la coque, symÈtriquement disposÈes de part et d'autre de la coque ï De collecteurs pour l'admission de l'air dans les capacitÈs et pour le refoulement de l'air depuis les capacitÈs, avec clapets ‡ tarage variable selon le roulis. ï Deux turbines ‡ air, l'une disposÈe sur l'admission de l'air et l'autre sur le refoulement de l'air. Les turbines Ètant attelÈes ‡ des gÈnÈrateurs Èlectriques. Les mouvements alternatifs de roulis du navire permettent l'admission de l'air dans la capacitÈ d'un bord lorsque l'air est refoulÈ par l'autre bord ; lorsque la capacitÈ b‚bord aspire, la capacitÈ tribord refoule. Les turbines ‡ air sont alors misent en mouvement continu par les dÈplacements d'air. Elles produisent de l'Ènergie Èlectrique venant en complÈment des moyens de production d'ÈlectricitÈ du bord et/ou en secours autonome sans Ènergie auxiliaire.",2013,Y02E  10/725; B63J   3/04; Y02E  10/38; B63B2035/4466; F05B2220/20; F03B  13/24; H02K   7/18; H02K   7/1823
441179291,RU20130146667,"SYSTEM FOR CONVERTING WIND ENERGY INTO ELECTRIC ENERGY DUE TO FLIGHT PROFILES OF POWER WING ATTACHED TO GROUND BY MEANS OF CABLES OF FIXED LENGTH, WITHOUT PASSIVE PHASES AND WITH AUTOMATIC ADAPTATION TO WIND MODE","FIELD: energy.SUBSTANCE: invention relates to wind power engineering. Method and system to convert wind energy into electric or mechanical power by at least one flight profile (10) of power wing, tied by means of at least one or more cables (11) to ground unit (9), moveable said profile power wing along trajectory of alternating-sign displacement (12) for excitation of generator (12), wherein said trajectory sign displacement can such orientation that provides its self-positioning in direction (17), in fact, orthogonal wind direction (W). At that, during flight phases profile (10) of power wing in power generation mode cable length (11) remains constant.EFFECT: invention is aimed at achievement of maximum power generation.31 cl, 6 dwg",2012,F03D   5/02; F05B2240/311; Y02E  10/727; F05B2240/94; F03D  13/20; F05B2240/93; F03D   7/00; Y02E  10/70; Y02E  10/725; F03D   9/25; F05B2240/941; F05B2240/95; Y02E  10/721
441180241,RU20130147862,BALANCED WIND TURBINE UNIT WITH OSCILLATING VERTICAL BLADES,"FIELD: power industry.SUBSTANCE: invention relates to renewable power engineering and can be used for development of new types of wind turbines of different capacity operating in free air flows. For creation of compact design and compensation of large overturning forces formed by blades the generator with the multiplier, and the rotary console fastener with blades are displaced with reference to additional fixed bearing housing towards the running air flow and are installed on the top platform of the inclined rotary frame. The frame is rigidly joined below with the central vertical shaft which is placed in the bearing housing on bearings, and this central vertical shaft is slowed down by a worm reducer which is kinematically connected through a pair of conic gear wheels with DC reversive electric motor controlled by the weather vane and the contact group of switches placed on the top end of the central shaft.EFFECT: invention provides the creation of compact, steady to overturning, silent and safe wind turbines allowing to place them on roofs of buildings and decks of the non- self-propelled watercrafts capable to float during unlimited time without consumption of hydrocarbon fuel and without sailing equipment, and also to be used as small mobile and independent power plants.5 cl, 5 dwg",2013,F03D   5/06; F03D   5/00; Y02B  10/30; Y02E  10/70
441210500,RU20130123157,HIGH-EFFICIENCY PROPELLER BLADE WITH INCREASED WORKING SECTION SURFACE,"FIELD: transport.SUBSTANCE: propeller contains flat surface (13.2) which passes along blade rear surface (13) and has width equal to 1/3 of blade width (13), rear radiused surface (13.1) which crosses the flat surface (13.2) and has radius R which is equal to 2/3 of rear surface width thus complementing the remaining part of rear surface. On free end of rear surface radius (13.1), contact surface (13.3) with radius of 1.5 R crosses propeller rotation plane, so that the contact surface forms angle of 3-9 degrees. The radiused surface (13.4) of outlet edge with radius of 0.5 R crosses surface located below half-thickness of blade edge of the mentioned inner contact surface(13.3) and flat surface (13.2), and is curved in direction opposite to inner contact surface (13.3). Distance from point of intersection of the mentioned radiused surfaces (13.1, 13.3) which have radii of R and1.5 R to surface where rear flat surface is located (13.2) is equal to 1/4 and 1/5 of rear surface projection width. Diameter F of rear surface (13.7) of blade (13) is within diameter value range of R400 to R650.EFFECT: increased energy efficiency.3 cl, 5 dwg, 1 tbl",2011,F04D  29/384; Y02T  70/542; B63H   1/26; F04D  29/38; F01D   5/14; B64C  11/18; F05B2240/30; Y02E  10/721; F04D  29/181
441251432,CN201510096191,Water oxygen aeration device adopting wind energy,"The invention relates to a water oxygen aeration device adopting wind energy. The water oxygen aeration device adopting wind energy is characterized in that spindles of vertical-axis wind rotating vanes are connected with the upper end of an input shaft, the lower end of the input shaft is connected with the upper-middle part of an automatic gearbox, the bottom of the automatic gearbox is fixed on a bearing bracket platform, and the bottom edge of the bearing bracket platform is connected with the upper part of a three-legged floating ball bracket; floating balls are arranged at bracket tail ends of the three-legged floating ball bracket, the center of the bottom of the bearing bracket platform is connected with the upper part of a driving shaft, the lower part of the driving shaft is connected with the middle part of the upper surface of an oxygen aeration blade, rotary-cut oxygen-dissolved rotating brushes are distributed on the edge of the upper surface of the oxygen aeration blade, and the lower end of the oxygen aeration blade is connected with a spiral flow guiding device; an uneven concave-convex surface is arranged on the oxygen aeration blade, the upper end of a flow guiding pipe is connected with the lower end of the three-legged floating ball bracket, and the spiral flow guiding device is sleeved with the flow guiding pipe; the spiral flow guiding device is connected with the lower end of the oxygen aeration blade. With the adoption of the water oxygen aeration device adopting wind energy, conditions are provided for degradation of pollutants in water, and the self-cleaning capacity of water is improved.",2015,C02F   7/00; F03D   9/20; F03D   9/00; Y02E  10/72; Y02W  10/15
441268976,CN201410801436,Load transfer capability-considering offshore wind plant primary transformer capacity optimizing method,"The invention relates to a load transfer capability-considering offshore wind plant primary transformer capacity optimizing method. The method comprises the following steps of according to the total installed capacity of an offshore wind plant, giving gathered transformer substation primary transformer capacity selection schemes, selecting three values from small to large according to margin, and calculating the primary transformer investment cost of each scheme; calculating economic loss of each selected scheme, caused by primary transformer loss in the whole economic life cycle of the transformer, and taking the sum of the economic loss caused by primary transformer loss and transformer investment cost as the total cost of the scheme; on the basis of the output force characteristic of an offshore wind resource, calculating electric energy loss of each scheme, caused by the failure of one primary transformer in the whole economic life cycle of the transformer, and converting each electric energy loss into a benefit loss value according to feed-in tariff; taking the sum of the total cost and benefit loss value of each scheme as the evaluation standard of the benefit of each scheme, and performing cost benefit analysis on each type-selecting scheme of the transformer to obtain a transformer type-selecting scheme.",2014,G06Q  50/06; G06Q  10/04
441278884,CN201380046193,Rotary machine comprising a rotor placed in a fluid and equipped with orientable blades,"The invention relates to a rotary machine comprising a rotor placed in a fluid and equipped with at least one blade (4) mounted on an arm (2) that rotates about a main shaft (1) of the rotor. The rotor is held in place by a supporting structure (5) and oriented such that the shaft (1) is essentially perpendicular to the direction of flow of the fluid. The blade (4) is mounted such that it can pivot about a rotation shaft (3) parallel to the main shaft (1). The machine is characterised in that it comprises means for rotating the blade (4) relative to the arm (2) at the rotation shaft (3) in order to vary the inclination of the blade, said means comprising an eccentric mechanism that rotates about the rotation shaft of the blade. The invention is particularly suitable for propellers and generators operating according to Lipp or Voith-Schneider kinematic principles, optionally switching between modes.",2013,F05B2260/75; F03D   3/068; F03D   7/04; F05B2260/72; F05B2260/79; F05B2260/506; B63H   1/10; F03D   3/005; F03D   3/06; F03D   7/0224; Y02E  10/74
441303175,CN201420845608U,Underwater dry grouting component for offshore wind power,"The utility model discloses an underwater dry grouting component for offshore wind power. The underwater dry grouting component comprises vertically distributed foundation piles (11), tubular supports (12) welded to the upper portions of the foundation piles (11) in a sleeving mode and rubber water sealing rings (13) arranged on the bottoms of the tubular supports (12). The tubular supports (12) and corresponding sealing measures are arranged on and applied to the upper portions of the foundation piles (11), a sealed space insulated from the external water environment is formed between the foundation piles (11) and supporting legs (16) of a foundation truss structure (15) of an offshore wind turbine, and underwater dry grouting is achieved after water is pumped out. The underwater grouting construction of the foundation piles (11) and the foundation truss structure (15) of the offshore wind turbine can be avoided, the grouting connection quality between the foundation piles (11) and the foundation truss structure (15) is improved, detection is facilitated, quality flaws can be remedied, and the underwater dry grouting component for offshore wind power has wide application prospects in offshore wind power projects.",2014,E02D  15/06
441303251,CN201420822167U,Guide pipe frame offshore wind turbine foundation with brackets,"The utility model discloses a guide pipe frame offshore wind turbine foundation with brackets. The foundation comprises a guide pipe frame, foundation piles, bracket flanges, and the construction brackets, wherein the foundation piles are arranged in guide pipes of the guide pipe frame and extend into the foundation, the bracket flanges are arranged on the guide pipes, and the construction brackets are connected with the guide pipes through the bracket flanges. According to the foundation, auxiliary piles constructed firstly form a temporary supporting system, the guide pipe frame is arranged on the supporting system in a suspended mode through the construction brackets, then the guide pipes of the guide pipe frame are utilized to serve as locating and guiding devices for constructing the foundation piles, and finally the foundation piles and the guide pipes are connected in a grouting mode. The effect that the guide pipe frame structure suspended during the construction period is fixed and stable is achieved; the effect of locating, guiding and pile clamping of offshore construction of the foundation piles is achieved, the height of the guide pipe frame can be reduced, and steel is saved; the structure is easy to construct, feasibility is good, and the foundation is suitable for areas with the large water depth and thick covering layers and has wide application prospects in offshore wind power projects.",2014,E02D  27/44; E02D  27/42
441303253,CN201420828740U,Single-thick-leg steel truss foundation used for offshore wind power,"The utility model discloses a single-thick-leg steel truss foundation used for offshore wind power. The single-thick-leg steel truss foundation comprises a vertically-arranged main pile (11) and at least two vertically-arranged common piles (12), the upper section of the main pile (1) is fixedly connected with the upper section of each common pile (12) through a steel truss (19), and the top end of the main pile (11) is fixedly provided with a tower drum foundation ring (13) used for being connected with a wind turbine tower drum. Compared with a common three-pile tripod foundation, the single-thick-leg steel truss foundation has the advantages that the supporting, fixing and force transfer structure of the tower drum is simpler, and structure rigidity and integrality are better; offshore leg-pile alignment difficulty is remarkably reduced, it is possible to firstly drive the piles and then install the steel trusses in a sleeving mode, construction difficulty can be reduced effectively, the construction period can be effectively shortened, and the whole single-thick-leg steel truss foundation has good economical efficiency and has wide application prospects in offshore wind power projects.",2014,E02D  27/16; E02D  27/42
441303257,CN201420828255U,Drilling pile long-leg jacket offshore wind turbine base,"The utility model discloses a drilling pile long-leg jacket offshore wind turbine base which comprises a long-leg jacket and drilling type piles which are arranged in long-leg guide tubes of the long-leg jacket and inserted into the foundations in an extending mode. The long-leg jacket which sinks and sits on the sea bed is taken as a positioning and guiding device to make temporary support piles, the long-leg jacket which is supported by the temporary support pile is taken as a construction platform, drilling is conducted in the long-leg guide tubes, after the holes are formed, full section cast-in-place pile construction is conducted, or after the holes are formed, steel pipe piles are hammered and inserted in foundation soil mass, and grouting connection of the steel pipe piles and long-leg guide tubes is conducted in the long-leg guide tubes. By means of the drilling pile long-leg jacket offshore wind turbine base, the jacket which sits on the sea bed is supported temporarily and taken as the construction platform is utilized, and the problems of firm and stable structure in construction period and the problems of positioning, guiding and pile gripping of piles are solved; the drilling pile long-leg jacket offshore wind turbine base is suitable for areas which can not conduct piling directly and has broad application prospect in offshore wind power projects.",2014,E02D  27/44; E02D  27/52; E02D  27/42
441317501,GB20150006282,Mobile offshore wind turbine,"A mobile offshore wind turbine 300 includes a base having two side pieces 324 and a centre piece 322 on which a column 310 is disposed. Sail-like turbine blades 330 are each rotatably supported by a connecting rod 312 which extends radially from the column 310. The turbine blades 330 are vertically aligned with the column 310. A controller 334 may be disposed on the turbine blade 330 to detect the direction of the wind and control the moving direction of the mobile wind turbine 300. When the wind direction is parallel to the blades (figs. 4, 5) the turbine can move in the direction of the wind; when the wind direction is not parallel to the blades the blades are driven by the wind to generate electricity. The controllers 334 may transmit detection results to a control centre to generate an optimized route for the wind turbine, eg to a safer place to avoid damage by bad weather.",2015,B63B   1/125; F03D   7/06; F03D   9/00; Y02E  10/74; F03D   3/00; F03D  13/20; F03D  13/25; Y02E  10/727; B63B  35/44; F03D   3/005; F03D  11/04; B63B2035/446; F03D   3/068; F05B2240/932; G05D   1/0206; F03D   3/02; F03D   9/25; F05B2240/93
441335857,CN201510113033,Steel for wind power yaw gear ring and manufacturing method thereof,"The invention relates to steel for a wind power yaw gear ring and a preparation method thereof. The steel for the wind power yaw gear ring comprises the following components: 0.37-0.45 percent of C, 0.17-0.37 percent of Si, 0.60-0.90 percent of Mn, smaller than or equal to 0.015 percent of P, smaller than or equal to 0.005 percent of S, 0.90-1.20 percent of Cr, 0.20-0.30 percent of Mo, 0.30-0.80 percent of Ni, smaller than or equal to 0.20 percent of Cu, 0.015-0.040 percent of Alt, smaller than or equal to 0.005 percent of Ti, smaller than or equal to 0.020 percent of As, smaller than or equal to 0.020 percent of Sn, smaller than or equal to 0.0025 percent of Pb, smaller than or equal to 0.025 percent of Sb, smaller than or equal to 0.005 percent of Bi, smaller than or equal to 20 ppm of [O], smaller than or equal to 70 ppm of [N], smaller than or equal to 1.5 ppm of [H] and the balance of Fe and inevitable impurities. A prepared round billet is forged into the wind power yaw gear ring, the hardenability performance is stable and the low-temperature performance is good, the ultrasonic flaw detection result meets the standard requirement, and the use requirement under the marine environmental condition (60 DEG C below 0) at high-latitude extremely cold areas can be met.",2015,C22C  38/42; C22C  38/18; C22C  33/04; C22C  38/50; C22C  38/60; Y02P  10/216; C21C   7/064; C22C  38/44; C21C   5/52; C21C   7/10; C22C  38/40
441349901,CN201510119725,"Topological structure, grid-connected system and control method of offshore wind power plant","The invention discloses a topological structure, a grid-connected system and a control method of an offshore wind power plant; the offshore wind power plant comprises an N blowers and (N-1) sets of shunt circuits; the DC (Direct Current) output ends of the N blowers are connected in series in sequence; starting from the first one of the blowers connected in series, each two blowers are used one blower group, that is, the nth blower and the (n+1)th blower are utilized as one blower group, wherein N ranges from 1 to N-1; each blower group is connected in parallel with one set of the shunt circuit; the control method comprises the steps: when the port voltage of the previous blower of the blower group is lower than a rated voltage, controlling the shunt circuit to inject negative current to the blower group; when the port voltage of the previous blower of the blower group is higher than the rated voltage, controlling the shunt circuit to inject positive current to the blower group. Each blower is capable of independently finishing maximum-power tracking, and an offshore converter station and an offshore electric platform are cancelled; the construction of an offshore wind power generation system is reduced and the total energy loss of the system is reduced.",2015,H02J   3/38; Y02E  60/60; H02J   3/36; Y02E  10/763
441379409,CN201420852101U,Positioning hole structure for installing ocean wind power foundation,"The utility model belongs to the technical field of the application for installing an ocean wind power foundation, and particularly discloses a positioning hole structure for installing the ocean wind power foundation. The positioning hole structure consists of a telescopic box and a circular positioning assembly. The positioning hole structure for installing the ocean wind power foundation has beneficial effects that 1 the structure is simple, the operation is convenient, and the use is safe and reliable; 2, the opening/closing of the circular positioning assembly is controlled by utilizing the telescopic box, and the installation efficiency and the installation precision of a spud leg can be effectively improved; 3, the strength and flexibility of three semicircular plates are effectively improved by virtue of annular reinforcing ribs and vertical reinforcing ribs, the service life is prolonged, and the safety in installation and support can be guaranteed; 4, a trapezoidal hoisting pad is arranged on a spring roller shell, so that a spring roller is effectively protected, and the damage caused by excessively large pressure can be prevented; 5, the closing control of the overall structure is carried out by utilizing a bolt and a bolt seat, so that the structure is simple, the control is easy, and the efficiency is high.",2014,E02D  27/42; E02D  27/44
441487129,JP20150507573,?????????????????????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D  13/22; F05B2240/93; F03D  13/10; F03D   9/00; F03D  13/25; B63B  21/50; F03D  11/04; Y02E  10/723; F03D   7/02; F05B2240/97; Y02E  10/727
441534256,KR20130132075,Apparatus for Fitting Wind Turbine Generating Equipment for Ship,"A wind power generation facilities fixating device for a ship is disclosed. According to an embodiment of the present invention, the wind power generation facilities fixating device for a ship comprises: a plurality of rails installed on a deck; a moving carriage which moves along the rails and to which wind power generation facilities are connected and fixated; and a fixating part to fixate the moving carriage to the rails.",2013,B63B  35/00; F03D  11/00; Y02E  10/727; B63B  25/24; F03D  80/00
441540083,KR20157008880,COMBINED POWER GENERATION SYSTEM EQUIPPED WITH POWER CONVERSION DEVICE,"???? ??? ?? ?? ?? ???? ???, ?? ???? ?? ???? ??? ??, ?? ??? ??? ? ??? ?? ?? ?? ??? ????. ?1 ??? ???? ??? ???(14)?? ??? ???? ??? ???? ?1 ?? ???? ???? ?1 ?? ??? ???(60)?, ?1 ?? ?? ???? ?1 ???(34)?? ??? ?? ?? ???? ?? ??? ??? ?? ????, ?? ?? ??? ??? ?1 ?? ??? ???? ???? ?1 ?? ??? ??? ???(50)?, ?1 ?? ????, ?1 ?? ??? ????, ?? ???(4)?? ??? ?????? ?1 ?? ???(6)? ?? ?? ???? ???? ?1 ?? ??? ???(70)? ????, ?1 ?? ??? ???(70)? ??? ?? ?1 ?? ???(6)? ????.",2013,B63B  35/00; H01M  16/006; H02J   3/388; Y02A  30/62; Y02E  10/763; H01M  10/48; H02J   3/32; H02M   7/44; H01M   8/04544; H01M   8/04; Y02T  90/38; H01M   8/04925; H02J   3/38; H02J   3/386; H02J   3/46; H02M   7/539; B63J   3/00; B63J  99/00; H02J   3/381; H02J   3/387; Y02E  10/563; H01M   8/00; H01M  10/44; Y10T 307/549; H02J   3/383; H02J   7/00; H02M   7/04
441551278,KR20130138503,WIND TOWER,"Disclosed is a wind tower. According to an embodiment of the present invention, a wind tower to support a nacelle at a predetermined height comprises a flange unit fastened to a plurality of anchor bolts on a lower end thereof, having a plurality of bolt holes where each of the anchor bolts is inserted and fastened. Each of the bolt holes comprises a straight section having a constant radius and a chamfered section extended from a lower side of the straight section, and having a gradually increasing radius toward the bottom thereof.",2013,F03D  13/22; E02D  27/00; F05B2240/90; F05B2230/31; F03D  11/04; Y02E  10/70
441554553,KR20130164965,FLOATING TEBY WIND POWER GENERATOR,"The present invention relates to a floating wind power generator, which comprises: a ballast base tank of a hollow hole wherein drain holes to enter water are formed; at least two towers installed and erected from the ballast base tank; a power unit installed in a top of the tower; and a maintaining means connecting the ballast base tank with the sea floor to limit a flow of the ballast base tank, which accordingly has the characteristics such that the ballast base tank is made of a square frame and the tower is provided in each corner of the frame. Accordingly, the floating wind power generator excessively heaved by the effects such as swells, typhoons, and large waves is suppressed; and the effects of an easy rollover can be prevented.",2013,F03D   1/02; F05B2240/90; F03D   9/00; F03D   9/34; Y02E  10/72; B63B  35/00; B63B2035/446; B63B  35/44; F03D  11/04; F03D  13/25; Y02E  10/727
441638753,US201414546339,Stayed roller furler,"A wind powered craft carrying a generally vertical mast which is rotatable about its vertical axis, having a sail carried by the mast with its bottom edge attached in proximity to the bottom of the mast and extending to an attachment point in proximity to the top of the mast. A generally horseshoe-shaped member having an open end is and extending around said mast. The mast being rotatable within the horseshoe-shaped member. A bearing supported stationary member at the top of the mast is carried by the mast while allowing the mast to rotate. A support stay runs from the horseshoe-shaped member to the bearing supported member to support the horseshoe-shaped member. Additional stays are attached to the horseshoe-shaped member and splayed to attach to opposed sides of the hull of the watercraft. The sail is reefed around the mast through the open end of the horseshoe-shaped member.",2014,B63B2001/123; C07K2317/76; A61K  39/39; C07K  16/40; B63B   1/121; C07K2317/34; A61K  39/3955; A61K2039/505; B63B  15/00; B63B   1/10; B63B   1/12; B63B2015/005; B63H   9/1035; A61K  39/395; B63B  15/02; B63H   9/04; C07K2317/92; A61K  39/00; B63B  35/73; B63H   9/08
441755007,CN201420869449U,Maritime large-scale direct-drive switched magnetic reluctance aerogenerator power converter and system thereof,"Provided are a maritime large-scale direct-drive switched magnetic reluctance aerogenerator power converter and a system thereof. The maritime large-scale direct-drive switched magnetic reluctance aerogenerator power converter includes a switched magnetic reluctance aerogenerator, a power coverter, a DC/DC converter, and a system controller. The switched magnetic reluctance aerogenerator and the power coverter are connected to each other. The power converter is connected with the DC/DC converter. The output of the DC/DC converter is in series connection or in parallel connection with the output of DC/DC converters of other switched magnetic reluctance aerogenerator power converter systems, and then electric energy is output to a shore via a DC submarine cable. The system controller is connected to the power converter, and also connected to the DC/DC converter. The switched magnetic reluctance aerogenerator is also connected to the system controller. Through adoption of the system, two windings of a four-phase switched magnetic reluctance generator can work at the same time, excitation voltages are adjustable, output DC voltages can be boosted, adjusted and the like, and the power density and the controllable flexibility are improved. The converter and the system are suitable for the field of maritime large-scale wind power plants.",2014,H02K  16/04; H02P   9/30
441871762,DE201520102425U,Drehbare Plattform-Vorrichtung f¸r Offshore-Windkraftanlagen,"Plattform-Vorrichtung (100) f¸r Offshore-Windkraftanlagen, dadurch gekennzeichnet, dass an einer als Schwimmkˆrper ausgebildeten Plattform-Einrichtung (100) zwei sich gegen¸berstehende Masten (110) als Tr‰ger jeweils einer vertikalachsigen Windkraftturbine (150) (VAWT) angebracht sind, wobei im Bereich des Schwerpunktes der Plattform-Einrichtung (100) eine Fixiereinrichtung vorgesehen ist, die die Plattform-Einrichtung (100) innerhalb eines vorgegebenen Areals oberhalb eines vorgegebenen Punktes des Meeresbodens fixiert und dadurch eine Drehbarkeit der Plattform-Einrichtung (100) um den als Drehpunkt (120 fungierenden Schwerpunkt bewirkt.",2015,Y02E  10/727; Y02E  10/74; F05B2240/93; F05B2240/95; F03D   3/005; F03D  11/04; F03D  13/25
441889700,CN201510151171,Offshore wind plant steel pipe pile floating transportation device,"The invention relates to the technical field of offshore wind plant construction, in particular to an offshore wind plant steel pipe pile floating transportation device. The offshore wind plant steel pipe pile floating transportation device comprises a steel pipe pile, the two ends of the steel pipe pile are sleeved with rubber sleeves, and the outer circles of the rubber sleeves are sleeved with hoop devices. As the two ends of the steel pipe pile are sleeved with the rubber sleeves and the hoop devices hoop the rubber sleeves and completely seal the rubber sleeves, the interior of the steel pipe pile is made to be in a vacuum state, and the buoyancy force of the steel pipe pile in water is effectively increased.",2015,E02D   5/28; E02D   5/285
441891189,CN201510099064,Novel wind wave power generation system,"The invention discloses a novel wind wave power generation system. The novel wind wave power generation system comprises a vertical axis wind turbine, a straight-line rotation two-freedom-degree generator, a float and fixing piles. A rotating shaft of the vertical axis wind turbine is of a hollow structure, and a runner of the straight-line rotation two-freedom-degree generator penetrates through a rotor to enter a cavity of the rotating shaft, and can reciprocate inside the cavity of the rotating shaft. The rotating shaft is in rigid connection with the rotor of the straight-line rotation two-freedom-degree generator, and under the action of wind power, the rotating shaft and the generator rotor rotate. The runner of the straight-line rotation two-freedom-degree generator is in rigid connection with the float, and under driving of waves, the float and the generator runner reciprocate in the vertical direction. The ends of a generator stator are in adjustable rigid connection with the fixing piles, and the whole power generation system is fixed through the fixing piles. Through introducing the straight-line rotation generator, wind energy and wave energy are recycled at the same time, independent and stable working of two power generation units is guaranteed, and the efficiency of collecting the energy is improved.",2015,F03D   9/25; Y02E  10/38; F03D   3/06; Y02P  70/523; F03B  13/14; Y02E  10/74; F03D   9/00; H02K   7/18
441894709,CN201510155593,Test platform and method for new energy power generation device sealing structure tests,"The invention relates to a test platform and method for new energy power generation device sealing structure tests. The test platform comprises a bottom plate, a drive device, a sealing disc and a sealing cover. The drive device is arranged on the bottom plate, the sealing disc is fixedly connected with an output part of the drive device, the sealing cover is installed on the bottom plate and opposite to the sealing disc so that a test space can be formed, and a sealing medium filling port is formed in the sealing disc or the sealing cover. The method includes the steps of the tests conducted on a rotary sealing structure of an ocean power generation device and a bearing oil sealing structure of an offshore wind turbine. The good test compatibility of the rotary sealing structure of the ocean power generation device and the bearing oil sealing structure of the offshore wind turbine and the adaptability to sealing structures of multiple dimensions are achieved, the application range of the test platform is greatly enlarged, and the construction cost of the test platform is reduced.",2015,G01M   3/02; G01M  13/00
441903669,CN201510179751,Reactive power control method for low voltage ride-through of full-power converter of wind generation set,"The invention relates to a reactive power control method for low voltage ride-through of a full-power converter of a wind generation set. The reactive power control method includes: at the moment when the wind generation set enters low voltage ride-through, freezing a reactive power command Qref received by the full-power converter, and resolving a corresponding reactive current value Id'; when the Qref refers to an inductive reactive power command, computing a reactive current value Id, wherein reactive current Ireactive executed actually by the converter satisfies that Ireactive=Id; when the Qref refers to a capacitive reactive power command, computing another reactive current value Id so as to obtain another reactive current Ireactive executed actually by the converter, wherein the Ireactive satisfies that Ireactive=-Max (Id', Id). The reactive power control method has the advantage that seamless switching from steady-state operation of the set to grid voltages slag and low voltage ride-through of the set and from low voltage ride-through of the set to recovery of grid voltage steady-state operation is achieved under the condition that the wind generation set provides reactive power.",2015,H02J   3/18; H02J   3/386; Y02E  40/30; Y02E  10/763
441909042,CN201380054555,Wave energy conversion,A wave energy converter (WEC) (10) has a body portion (18) with a face (20) and at least one flexible membrane (16) bounding at least part of a volume of a fluid to form a variable volume cell (22). The membrane is inclined from vertical providing a flow smoothed passage for wave energy from a wave (14) to travel over the WEC whilst deforming the at least one membrane towards the body to compress the fluid. The cell(s) can be submerged or floating. The inclination of the at least one membrane assists conversion of potential and kinetic energy of the wave to pressure within the fluid. Fluid pressure within the WEC cell(s) and/or system can be optimised to suit wave and/or performance conditions.,2013,F03B  13/16; F03B  13/22; F03B  13/14; F03B  13/188; F03B  13/189; F03D  13/25; F05B2240/97; Y02E  10/72; F03B  13/24; F03B  13/12; F03B  13/1885; F05B2240/40; Y02E  10/38; F05B2240/93; F03B  13/1895; F03D   9/008; F03D   9/25
441929745,CN201420711900U,Semisubmersible floating blower base and floating blower,"The utility model provides a semisubmersible floating blower base and a floating blower. The semisubmersible floating blower base comprises at least three upright columns, upright column linkage structures and a support upright column, wherein the upright column linkage structures are respectively connected with the lower ends of the upright columns into a whole; the support upright column is arranged at the center of the floating blower base and is used for supporting a tower truss, a cabin, blades and a wind generating set of the blower; the cross-sectional area of each upright column is increased upwards at a preset position below a water surface. The floating blower comprises the semisubmersible floating blower base, a tower truss, a cabin, a wind generating set and blades, wherein the tower truss is arranged at the support upright column of the semisubmersible floating blower base; the cabin is arranged at the top end of the tower truss; the wind generating set and the blades are arranged at the front end of the cabin. By virtue of applying the semisubmersible floating blower base, the structure and movement performance of the floating blower are improved, and the production cost and the installation cost are lowered.",2014,B63B   1/125; E02D  27/42; F03D  13/25; B63B2039/067; Y02E  10/727; B63B  35/44; B63B2001/128; B63B  21/50; B63B2035/446; Y02P  70/523; B63B   1/107; E02D  27/52
441937296,CN201420758734U,Offshore lightning protection wind-driven generator,"The utility model discloses an offshore lightning protection wind-driven generator, which comprises a wind generating set main unit, a tower, a hydraulic energy transmission system, a horizontal-axis marine current energy water-driven turbine power generator, a cable, an LED (Light-Emitting Diode) lamp and blades, wherein the wind generating set main unit is arranged above the tower, and is provided with three or more blades; the blades have front edges and rear edges, and the rear edges are provided with flexible brushes; the flexible brushes are arranged at the tail ends of the rear edges and the end parts of the blades, and reach the tips of the blades; a main bracket and a plurality of branch brackets are arranged in each blade, and the branch brackets are arranged at equal intervals in parallel, and are connected with the main bracket; the main brackets and the branch brackets are conductive; the main brackets are electrically connected with the tower; the LED lamp is arranged on the tower through a fixing bracket. The offshore lightning protection wind-driven generator has a good lightning protection effect, the blades are long in service life and low in noise, the kinetic energy of marine current and wind energy are fully utilized for power generation, and the LED lamp with a good radiation effect is arranged for illumination.",2014,F03D  11/00; F03D   9/00; Y02E  10/725
441937298,CN201420815371U,Wind power generation device,"The utility model relates to a wind power generation device, in particular to a wind power generation device based on a piezoelectric effect. The wind power generation device comprises a base, a power generation device, an electric energy collection circuit and an electric energy storage circuit, wherein the power generation device comprises one or a plurality of support arm groups which are arranged on the base, each support arm group comprises a plurality of elastic support arms which are distributed on the same horizontal surface at equal angles, a piezoelectric power generation piece is attached to each support arm, a copper substrate layer is arranged between each piezoelectric power generation piece and the corresponding support arm, the area of each piezoelectric power generation piece is less than that of each copper substrate layer, a floater is arranged on the tail end of each support arm, and the power generation device is connected with the electric energy storage circuit through the electric energy collection circuit. The wind power generation device has the characteristics of simple structure, low cost, high wind energy utilization rate and the like, wind energy in the external environment can be changed into mechanical vibration energy, electric energy is generated, and the electric energy collection circuit and the electric energy storage circuit are provided, so that charges can be effectively collected and safely output.",2014,F03D   9/02; H02N   2/18; Y02E  10/72
441937318,CN201520012977U,Offshore wind and electricity jacket foundation transition section structure,"The utility model discloses an offshore wind and electricity jacket foundation transition section structure, which comprises a main tube body, two inner annular reinforcing plates, an outer annular reinforcing plate, a plurality of vertical reinforcing plates, center reinforcing rings, a plurality of inclined supporters and a deck platform, wherein the outer annular reinforcing plate is horizontally arranged at the outer side of the upper part of the main tube body in a sleeving way, the two inner annular reinforcing plates include an upper inner annular reinforcing plate and a lower inner annular reinforcing plate are horizontally arranged in the main tube body, the outer peripheries of the inner annular reinforcing plates are welded with the inner side wall of the main tube body, the center reinforcing ring are respectively welded at the inner peripheries of the inner annular reinforcing plates, the vertical reinforcing plates are uniformly distributed at equal intervals in the circumferential direction along the inner side wall of the main tube body, and are respectively welded with the two inner annular reinforcing plates, the two center reinforcing rings and the inner side wall of the main tube body, the lower part of the main tube body vertically passes through the middle of the deck platform in horizontal arrangement, the deck platform is welded on the top of a jacket foundation framework, the inclined supporters are uniformly distributed at intervals around the main tube body, a part of the large diameter ends of the inclined supporters is welded with the outer annular reinforcing plates, the other part of the large diameter ends of the inclined supporters is welded with the main tube body, and the small diameter ends of the inclined supporters are welded on the deck platform. The offshore wind and electricity jacket foundation transition section structure has the characteristics that the structural form is simple, the load transmission path is more reasonable, the stress concentration region is small, and the like.",2015,F03D  11/04
441988061,CA20132893923,"METHOD FOR ANCHORING A FOUNDATION STRUCTURE, AND FOUNDATION STRUCTURE","The invention relates to a method for anchoring a foundation structure (3) in the seabed (1), comprising the following steps: installing at least one receiving structure (6) in the seabed, lowering at least one supporting post (5) of the foundation structure (3) into the at least one receiving structure (6), producing a connection between the receiving structure (6) and foundation structure (3) by filling the receiving structure (6) with a curable filling compound (7), and curing the curable filling compound (7), and is characterized in that, before filling the receiving structure (6) with the curable filling compound (7), the supporting post (5) is fixed in the receiving structure (6). The invention also relates to a foundation structure (3) in particular for an offshore wind turbine for anchoring in the seabed (1), comprising at least one supporting post (5) which is to be introduced into a receiving structure (6), which foundation structure is characterized in that the supporting post (5) has fixing elements (11, 20) for temporarily fixing in the receiving structure (6) before carrying out the grouting.",2013,E02D  27/425; E02D  27/12; F03D  13/22; E02B2017/0043; E02B  17/00; E02B  17/0008; E02B2017/0091; E02D  27/32; E02D   5/34
442083564,JP20140013998,TOWER TYPE HYDRO-STRUCTURE AND INSTALLATION METHOD THEREFOR,"PROBLEM TO BE SOLVED: To provide a tower type hydro-structure that can be easily installed on water by a simple configuration without using any large-scale facility such as a large-sized crane ship and provide an installation method therefor.SOLUTION: This invention relates to an ocean wind turbine 1A including a cylindrical tower structure 2 having a bottom part capable of generating buoyancy and installed on ocean, and each of a second ballast section 12 and a third ballast section 13 above the second ballast section 12 is installed in the tower structure 2. Flowability ballast 21 is filled in the third ballast section 13, the ocean wind turbine 1A is kept on the ocean while being layed flat, towed up to an installation ocean area while keeping this layed flat state. Upon reaching up to the installation ocean area, the flowability ballast 21 within the third ballast section 13 is moved into the second ballast section 12 to cause the ocean wind turbine 1A to move from the layed flat state to an upright state and the ocean wind turbine 1A is installed on the ocean.",2014,B63B  35/00; Y02E  10/721; B63B  43/06; F03D   1/06; F03D  11/04
442147393,FR20150053611,SUPPORT FLOTTANT AVEC SECTION HORIZONTALE VARIABLE AVEC LA PROFONDEUR,"La prÈsente invention concerne un support flottant (1) qui comprend des moyens de ballastage (2) pour faire varier le tirant d'eau du support flottant. Le support flottant (1) selon l'invention a une section horizontale variable avec la profondeur, de telle sorte que le moment quadratique de la section du support flottant, au niveau de la surface de flottaison (Sd), soit supÈrieure lorsque le support flottant est dÈballastÈ, en comparaison au moment quadratique de la surface de flottaison du support flottant, au niveau de la surface de flottaison (Sb), lorsque le support flottant est ballastÈ.",2015,B63B   1/04; B63B2035/446; F05B2240/95; B63B  35/44; B63B2207/02; F05B2240/97; F03D  13/20; F03D  13/25; F03D  13/22; Y02E  10/727
442179398,KR20140044714,FABRICATION METHOD AND APPARATUS FOR WIND POWER TOWER,"The present invention relates to a divided body location arranging apparatus for a wind power tower, and a wind power tower construction method using the same. In constructing a wind power tower which floats on sea and has a wind power turbine included on an upper end thereof, the divided body location arranging apparatus stably maintains an arrangement state of the divided body when the divided bodies for wind power tower are stacked, which is newly placed until one divided body previously installed and another divided body newly installed are integrated with each other. Also, if necessary, a work stand on which recovery equipment such as a crane or the like may be placed, it may be installed using the divided body which is previously installed. Furthermore, when the new divided body is placed on the divided body, which is previously installed, the location of the new divided body may minutely be adjusted in order to correspond to a designed vertical drawing regarding the divided bodies stacked on each other.",2014,E04H  12/34; F03D  13/22; F05B2240/912; E02D  27/00; F03D  11/04; E02D  27/52; F03D  13/25; E02D  13/00; E02D  27/425
442179960,KR20140027938,APPARATUS FOR CORRECTING TILT OF OFFSHORE WIND POWER GENERATOR SYSTEM,"The present invention relates to an apparatus of correcting a slope for an offshore wind power generation system. According to the present invention, a lower surface of a wind power generation part, which is slanted along a supporting structure slanted in a certain direction due to waves, ocean currents, typhoons, ground erosions or the like, may easily be corrected to be a horizontal state through a slope correction part; and time and costs required for this correction may significantly be reduced. The apparatus of correcting a slope for an offshore wind power generation system comprises: a wind power generation part (10) generating electricity using wind power; a transition piece (20) formed on a lower part of the wind power generation part; a slope correction part (30) which includes a plurality of cylinder members (310) positioned between an upper part of the transition piece (20) and the wind generation part (10) at predetermined intervals, corrects a degree of a vertical slope of the wind power generation part (10) to allow the lower surface of the wind power generation part (10) to be horizontally positioned, and includes each supporting pad (320) included in each rod (312) in a state of receiving each rod (312) of the cylinder members (310); a supporting structure formed on the lower part of the transition piece (20), having a lower part fixated to a seabed; a separation prevention part (50) preventing each supporting pad (320), which is included in each rod (312) of the cylinder members (310), from being separated outwardly from the rod (312).",2014,G01C   9/00; F03D   7/042; F03D  11/04; G01C   9/06; F05B2240/90; F03D  13/25
442187034,DK20060254932T,System og fremgangsmÂde til at drive en monopile til at bÊre en offshore-vindm¯lle,NULL,2006,E02D   7/06; E02D   7/08; F03D  11/04; F05B2240/95; F03D  13/22; Y02E  10/727; E02D  27/52; E02D  27/425; F03D  13/10; E02D  27/42; F03D   1/00
442187236,DK20110719811T,KabelindtrÊkningssystem og fremgangsmÂde til offshore-konstruktioner,NULL,2011,F16L   1/123; F03D  80/85; F16L   1/12; F16L  57/02; H02G   3/22; F16L   5/00; F16L   5/02; Y02E  10/72; H02G   1/10; H02G   9/02
442187262,DK20110757312T,Magnusrotor med afbalanceringsvÊgte og fremgangsmÂde til afbalancering af et rotationslegeme,NULL,2011,F03D   3/005; Y02T  70/58; B63H   9/02; Y10T  29/49316; F03D   3/067; F03D   7/0296; F03D  13/35
442271135,KR20140022786,THE FLUCTUATING WIND REPRODUCING APPARATUS,"The present invention provides a fluctuating wind generating device in consideration of a composite ocean environment comprising: a box-shaped main body including a discharge part having a plurality of discharge nozzles arranged in a shape of a lattice on one side; an air blowing fan installed and connected to another side of the main body and generating wind discharged out of the main body through discharge nozzles; a nozzle opening and closing part installed in the discharge nozzles to adjust a rate of the wind discharged through the discharge nozzles by controlling a degree of opening and closing of the discharge nozzles; and a discharge control part electrically connected to the nozzle opening and closing part as data on a sea surface wind generated on the sea have been inputted, and controlling the operation of the nozzle opening and closing part to discharge the wind corresponding to the sea surface wind after measuring the wind discharged through the discharge nozzles. Accordingly, the fluctuating wind generating device in consideration of a composite ocean environment can make the wind discharged through the discharge nozzles correspond to the sea surface wind generated on the sea by controlling the nozzle opening and closing part to discharge wind in correspondence to the stored data on the surface wind after the discharge control part measures the discharged wind when the wind generated by the air blowing fan is discharged through the discharge nozzles outside the main body.",2014,G01M   9/04; G01M   9/00
442389353,KR20130153778,STRUCTURE FOR CULTURING MARINE SEEDS,"The present invention relates to a sea level structure for marine seed culture and nursery culture, including: a fish cage facility of a sea level fish farm arranging a plurality of unit bodies in a grid shape, where the unit body having inner pipes and outer pipes installed to be spaced from and face each other, a buoyant body installed between the inner pipes and the outer pipes, and a foot plate installed at the top of the inner pipes and the outer pipes; a fine net forming a space with regular depth therein while being positioned within the grid of the fish cage facility, forming an opened entrance at an upper part and being fixed at inner sides of the inner pipes which have upper circumferences facing each other; a mesh fixed on outer sides of the inner pipes which has upper circumferences facing each other to be spaced outwards from the fine net and to wrap the outer surface of the fine net, having the bottom coming into contact with the bottom of the fine net and having an extended unit extended downwards from the bottom on a lower circumference; a curtain net spaced outwards from the mesh, having an upper circumference fixed on the bottom of the facing foot plate to warp the outer surface of the mesh, having a lower circumference longer than the length of the mesh, and having an opened bottom; and a plurality of supply pipes connected to a power device using one among electricity, solar energy and wind energy for supplying oxygen into the fine net, stirring the sea water and supplying feed.",2013,B63B  35/44; Y02P  60/64; A01K  61/00; A01K  61/65; Y02A  40/81
442406689,US201314411776,Floating type structure,"There is provided a floating structure. The floating structure according to the present invention comprises a main body including leg wells; legs penetrating the leg wells and having cords and racks; a unit installation means positioned in the main body as surroundings of the leg wells. According to the present invention, a jacking unit is installed in the main body by the unit installation means.",2013,B63B   9/06; B63B  35/00; E02B  17/08; E02B2017/006; E02B  17/0034; E02B  17/0818; B63B  35/44; E02B  17/02; B63B  75/00; E02B2017/0091; E02B  17/00; E02B  17/021; F03D  13/25; B63B  35/003; B63B2035/446; F03D  13/40; B63B  27/10; F03D   1/00; Y02E  10/727
442415744,PT20090799691T,BLADE PITCH CONTROL IN A WIND TURBINE INSTALLATION,NULL,2009,F05B2270/304; Y02E  10/723; F03D   7/0296; F05B2260/96; F05B2270/327; F03D  13/20; F03D   7/0276; Y02E  10/727; F03D   7/02; F03D  13/25; F05B2240/93; F03D   7/022; F05B2270/328; F03D   7/0224; F03D   7/04; F03D   7/043; F05B2270/101
442492553,JP20130267225,FLOATING BODY TYPE WIND POWER GENERATION DEVICE,"PROBLEM TO BE SOLVED: To provide a floating body type wind power generation device capable of operating to direct a wind mill in an optimum direction so that it can attain a high generation efficiency.SOLUTION: A wind power generation device 1 comprises: a base part 2 erected on a water surface 10; a floating body 3 for applying a buoyancy to the base part 2; and a wind mill 4 disposed on the base part 2. The wind mill 4 includes a shank 11 having a rotation axis 24, and a blade body 12 for rotating on the rotation axis 24. The base part 2 is moored to a water bottom 7 through a mooring cable 6. This mooring cable 6 is connected in a one-point mooring system to the base part 2 at a position spaced in a top plan view from the center of gravity A3 of the device 1 in a rotation axis 24 direction of the wind mill 4.",2013,F03D   1/06; F03D  11/04; F03D   9/00; Y02E  10/721; F03D  13/25
442496805,JP20140535444,?????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,B63B   1/04; B63B   1/10; F03D  13/25; B63B  35/44; B63B2001/128; B63B2035/446; F05B2240/95; B63B   1/12; F03D  11/04; Y02E  10/727; B63B   1/107; F05B2240/93; B63B  35/00; Y02E  10/725; B63B   5/20; B63B  43/06; F03D  80/00; F05B2240/40
442542846,DK20100824387T,WIND GENERATOR WITH WATER FLOAT SAIL,NULL,2010,F05B2240/511; F03D   5/04; F05B2240/93; F03D   3/065; F05B2260/406; Y02E  10/74; Y02P  70/523; F03D   3/06; F03D   5/00; F05B2260/902; Y02E  10/70
442571264,EP20150736846,WIND TURBINE BLADE WITH ANCHORING SITES,NULL,2015,B29C  65/1677; B29C  66/73941; F05B2250/70; B29C  65/1635; B29C  65/18; B29C  65/48; B29C  70/08; B29L2031/085; B29C  65/08; F05B2240/2211; Y02E  10/721; B29C  65/0681; B29C  66/721; F03D   1/06; B29C  65/02; B29C  65/16; B29C  66/532; B29D  99/0025; F03D   1/0675; B29C  65/10; B29C  65/4815; B29C  65/50; B29C  65/5057; B29C  66/1142; B29C  66/54; B29C  66/71; B29C  65/4895; B29C  65/00; B29C  66/1162; B29C  66/301; F05B2280/4007; F05B2280/6003; Y02P  70/523
442577006,ES20110726762T,Concepto mec·nico y elÈctrico alternativo para parques eÛlicos marinos,"Un conjunto (100) de turbinas eÛlicas marino que comprende: una pluralidad de turbinas eÛlicas (102) adaptadas para poder flotar en el agua cuando est·n situadas en una ubicaciÛn lejos de la costa, comprendiendo cada turbina eÛlica de la pluralidad de turbinas eÛlicas una estructura de soporte (110) adaptada para estar parcialmente sumergida en agua cuando est· situada en la ubicaciÛn lejos de la costa, teniendo la estructura de soporte un eje longitudinal; estando conectada cada turbina eÛlica de la pluralidad de turbinas eÛlicas con al menos una de las otras turbinas eÛlicas por medio de cables (114), dispuestos de tal modo que cables respectivos se extienden desde al menos una primera y una segunda posiciÛn diferentes una de otra a lo largo del eje longitudinal (111) de la estructura de soporte de la turbina eÛlica para corresponder al menos a una primera y una segunda posiciÛn diferentes entre sÌ a lo largo del eje longitudinal de cada estructura de soporte de al menos una respectiva de las otras turbinas eÛlicas; caracterizado por que el conjunto de turbinas eÛlicas marino comprende adem·s un sistema (180) de recogida de energÌa y/o de comunicaciones que interconecta cada una de la pluralidad de turbinas eÛlicas, en el que el sistema de recogida de energÌa y/o de comunicaciones est· al menos comprendido parcialmente en al menos algunos de los cables que interconectan la pluralidad de turbinas eÛlicas, estando adaptados los sistemas de recogida de energÌa y/o de comunicaciones al menos para recoger, transportar o distribuir energÌa generada por la pluralidad de turbinas eÛlicas.",2011,F05B2240/96; F03D  13/22; F05B2240/93; F03D   9/257; Y02E  10/727; F03D   1/04; F03D   7/048; F03D  13/25
442633914,CN201510183824,Reinforcing system and reinforcing method of wind power generation tower foundation ring foundation,"The invention relates to a reinforcing system and reinforcing method of a wind power generation tower foundation ring foundation. The system comprises the foundation ring foundation (1) and a draught fan tower drum (2). The foundation ring foundation (1) comprises a foundation bottom plate (10), a concrete column pier (9) and a foundation ring (8), and the foundation ring (8) is connected with the draught fan tower drum (2). Steel beams (5) are symmetrically arranged on the outer side of the foundation ring (8) and on the top of the concrete column pier (9), the steel beams (5) surround the foundation ring (8) to form a regular-hexagon-shaped area, and steel-reinforced concrete beams (6) are poured around the regular-hexagon-shaped steel beams (5) and on the outer side of the foundation ring (8). The two ends of the steel beams (5) are connected with prestress anchor rod assemblies (7), and the lower ends of the stress anchor rod assemblies (7) are anchored in the foundation bottom plate (10). Pre-tension force is applied to a prestress anchor rod, so that pre-compressive stress is generated on concrete around the foundation ring, and accordingly the crack problem of the foundation ring foundation caused by fatigue can be fundamentally solved.",2015,E02D  37/00; E02D  27/42
442633918,CN201510229649,Semi-submersible type offshore wind power foundation structure,"The invention discloses a semi-submersible type offshore wind power foundation structure. The semi-submersible type offshore wind power foundation structure comprises a ballast tank, multiple stand columns are perpendicularly arranged on the edge of the ballast tank, a center stand column is perpendicularly arranged in the center of the ballast tank, the stand columns are symmetrically distributed on the edge of the ballast tank, and the stand columns and the center stand column are arranged on the same plane of the ballast tank. Each stand column is connected with the center stand column through a water surface floating box. The disc-type ballast tank has the effects of improving the symmetry of hydrodynamic performance of the structure, lowering the gravity center of the structure and increasing heave damping of the structure. The water surface floating boxes have the effect of lifting the buoyancy center; the buoyancy center is lifted, the gravity center is lowered, in this way, the stability of the floating structure can be greatly improved, and the symmetry and the heave damping of the structure can greatly improve the hydrodynamic performance of the structure.",2015,E02D  27/52; E02D  27/42; B63B2039/067
442635454,CN201510209641,Floating type offshore wind plant wave energy auxiliary power generation device,"The invention relates to a device for generating power through natural energy, in particular to a floating type offshore wind plant wave energy auxiliary power generation device. The floating type offshore wind plant wave energy auxiliary power generation device is structurally characterized in that a plurality of gas chambers are formed in inner cavities of floating platforms and are sequentially connected with the gas inlet chamber as the head and the gas outlet chamber as the tail, a vent hole is formed between every two adjacent gas chambers and provided with a ventilation check gas valve, and a water chamber is arranged below each gas chamber and communicated with seawater; two ventilation holes are formed between each gas chamber and the corresponding water chamber, and the floating platforms are connected; a gas outlet of the floating platform in the front is connected and communicated with a gas inlet of the floating platform behind through a pipeline; compressed gas flow is connected to an air turbine through a gas flow channel, and the air turbine is connected with a rotating shaft of an AC power generator. The floating type offshore wind plant wave energy auxiliary power generation device has the advantages that the offshore wind power generation type and the wave energy power generation type are comprehensively utilized, the wave energy is effectively combined into deep sea wind power, the power compensation under the complex environment is achieved, the power output stability is ensured, and the grid connection is facilitated.",2015,F03D   9/00; Y02E  10/725; F03D   9/11
442670537,CN201520193929U,Duckweed and weed cleaning boat for hydropower plant,"The utility model discloses a duckweed and weed cleaning boat for a hydropower plant. The duckweed and weed cleaning boat for the hydropower plant comprises a boat body, a weeding device, a wind powered unit, a solar cell panel, a grass-winding prevention device, bacterium solution bins and a duckweed collecting device, the solar cell panel is arranged on a support frame, the wind powered unit is arranged at the top of a support rod, the weeding device is arranged inside the boat body and comprises a weeder, a first drive shaft, a gear case, a second drive shaft, a frequency converter, a connecting shaft and a drive motor, the duckweed collecting device is arranged at the front end of the boat body and comprises a filter screen and a baffle, the grass-winding prevention device is arranged at the tail end of the boat body and comprises an outboard motor and grass-winding prevention blades, and the bacterium solution bins used for storing microfloras is further arranged inside the boat body. By means of the duckweed and weed cleaning boat for the hydropower plant, the capacities of thoroughly weeding, duckweed cleaning and water purification can be achieved simultaneously, the cleaning speed is fast, the efficiency is high, the solar energy and the wind energy are full utilized, the energy is saved, and low-carbon environmental protection is achieved.",2015,B63B  35/32; E02B  15/10
442675520,CN201520152342U,Wind power generation platform with prefabricated steel pipe piles,"The utility model discloses a wind power generation platform with prefabricated steel pipe piles. The wind power generation platform comprises a steel pipe connecting section, a platform body, the prefabricated piles and the foundation steel piles, wherein the steel pipe connecting section is arranged on the upper surface of the platform body placed horizontally and perpendicular to the platform body, the lower surface of the platform body is supported by the multiple prefabricated piles in parallel, and the bottoms of the prefabricated piles are connected with the foundation steel piles. Grouting treatment is adopted in the connecting positions of the platform body and the prefabricated piles, and the elevation of the connecting positions is located above the water level at the moment of the highest tide to ensure connection strength. Grooves are formed in the connecting positions of the lower surface of the platform body and the prefabricated piles, and the tops of the prefabricated piles are clamped into the grooves. The bottoms of the prefabricated piles are connected with the foundation steel piles through bayonet structures, the foundation steel pipes are piled into a seabed bearing stratum through a piling machine, and the elevation of the top ends of the foundation steel piles exceeds that of the top of a seabed. The current problem of corrosion caused by seawater is effectively solved.",2015,E02D  27/44; E02D  27/52; F03D  11/04; E02B  17/02
442754393,CN201420813349U,Ribbon type water surface wind wave testing device,"The utility model discloses a ribbon type water surface wind wave testing device arranged on a water surface testing point of a large river, or a river, or a lake. The device comprises an anchor head, an anchor chain, a floater, a mooring rope, a work raft, a cable and a wind wave testing belt. Three testing balls are connected with the wind wave testing belt at an equal interval. The ribbon type water surface wind wave testing device floats in the direction of wind waves, and a transmission frame on the work raft swings along with the wind waves so that power can be generated. Automatic control, signal transmission and wind power generation can be achieved through the work raft, the interior of each testing ball on the wind wave testing belt of the wind wave testing device is provided with a wavy sensor a, a wavy sensor b and a wave height sensor which can continuously test the waveform, the height, the length and the frequency of the wind waves in real time in three-dimensional directions, and the ribbon type water surface wind wave testing device is an advanced hydrologic testing device.",2014,G01C  13/00; B63B  22/00
442754397,CN201420770676U,Deep sea floating equipment,"The utility model provides deep sea floating equipment which comprises an outer shell, first filler, second filler and a mounting frame. The outer shell is of a hollow sealed structure. A hollow inner cavity of the outer shell is filled with the first filler and the second filler which is located below the first filler. The mounting frame is fixed on the top of the outer shell, and signal lights and/or an ocean monitoring module can be mounted on the mounting frame. The density of the first filler is larger than that of the second filler, so that the gravity center of the deep sea floating equipment is lower than the waterline of the deep sea floating equipment and the deep sea floating equipment is at a tumbler state, wind power generated by storms and overturning force generated by wave impact can be resisted, and the deep sea floating equipment has an automatic righting function under the unattended condition.",2014,B63B  22/18
442761889,CN201520026925U,Wind power generation device,"The utility model discloses a wind power generation device. The wind power generation device comprises a floating body device and a machine frame platform arranged above the floating body device, wherein a machine frame and a machine frame supporting rack are arranged on the machine frame platform; a guide rail device, a sailing blade group and working wheels are arranged on the machine frame; a power generator is arranged in the machine frame; the sailing blade group is arranged on the guide rail device; the working wheels are connected with the power generator through a driving shaft; the sailing blade group drives a grabbing arm under the driving of wind power, the grabbing arm grabs an isometric bolt on a steel rope to drive the working wheels to rotate, and the power generator is driven to generate power. According to the wind power generation device provided by the utility model, the utilization of wind can be improved by increasing the windward area of sailing blades and increasing the number of the sailing blades according to needs; a wind guide device is arranged on a rectangular vent in each of the front surface and the back surface of the machine frame and is used for guiding the wind direction and increasing effective wind power; the problem that work is performed in case of favorable wind and negative work is performed in case of dead wind because a vertical fan is small and round is broken through, and the utilization rate of wind energy is improved.",2015,F03D   9/00; F03D  11/04; F03D   5/04; Y02E  10/70; Y02E  10/725
442761921,CN201520084302U,Floating type fan mooring system and offshore wind turbine,"The utility model provides a floating type fan mooring system and an offshore wind turbine. The mooring system comprises a rigid weight and a floating foundation, wherein a plurality of first cable fixing parts are arranged on the floating foundation, a plurality of second cable fixing parts and a plurality of third cable fixing parts are arranged on the rigid weight, the plurality of first cable fixing parts and the plurality of cable fixing parts are correspondingly connected through first cables, and the plurality of third cable fixing parts are connected with fourth cable fixing parts arranged under the sea through second cables. The structure that the rigid weight is connected below the floating foundation through the cables is adopted, and the rigid weight can balance stress of the plurality of cable fixing parts to the overall rigid weight, so that the floating foundation can keep stable in stormy waves; meanwhile, the rigid weight is arranged in the position a certain distance below the floating foundation, so that the center of gravity of the whole mooring system can be reduced, and the overall stormy wave resistant capacity can be greatly improved.",2015,B63B  21/50; F03D  11/04
442793571,CN201510162972,Crushing equipment for water surface plant,"The invention discloses crushing equipment for a water surface plant. The crushing equipment comprises bodies, a crushing machine and a power generation system. The crushing equipment is characterized in that the crushing machine is arranged between two parallel bodies; a solar panel and a wind driven generator are arranged at the tops of the bodies; a propeller is arranged at the back part between the two bodies; a storage battery is arranged in a cabin; the solar panel and the wind driven generator are connected to the storage battery; the storage battery is connected to a motor; the disintegrating slag of the crushed plant can be discharged into the water.",2013,A01M  21/02; B02C  18/10; Y02E  10/727; B63B  35/32; E02B  15/10; B02C  18/24; B02C  18/16
442793573,CN201510163100,Application method of crushing equipment for water surface plant,"The invention discloses an application method of crushing equipment for a water surface plant. The crushing equipment comprises bodies, a crushing machine and a power generation system. The crushing equipment is characterized in that the crushing machine is arranged between two parallel bodies; a solar panel and a wind driven generator are arranged at the tops of the bodies; a propeller is arranged at the back part between the two bodies; a storage battery is arranged in a cabin; the solar panel and the wind driven generator are connected to the storage battery; the storage battery is connected to a motor; the crushing equipment can be fixed at a riverside through a mooring rope or be manually started or be stepped forwards to work or automatically work through an automatic cruise module, and the disintegrating slag of the crushed plant can be discharged into the water.",2013,A01M  21/02; B02C  18/24; B63B  35/32; Y02E  10/727; E02B  15/10; B02C  18/16; B02C  18/10
442799047,CN201510099511,Semi-floating shock-absorption type vertical-axis wind turbine generator set,"The invention relates to a semi-floating shock-absorption type vertical-axis wind turbine generator set. The semi-floating shock-absorption type vertical-axis wind turbine generator set comprises a tower frame and a fan blade driving assembly arranged on the tower frame; the fan blade driving assembly comprises a wind wheel set and a vertical-axis rotation system; the wind wheel set comprises lift type blades and a fan blade support; the vertical-axis rotation system comprises a power generator and an upright column; one end part of the upright column is connected with a stator of the power generator; one end part of the fan blade support is fixedly connected with the lift type blades; the other end part of the fan blade support is connected with the other end part of the upright column; a semi-floating type spring shock-absorption device which is used for reducing the vibration when the fan blade driving assembly operates is arranged; the power generator is arranged on the tower frame through the semi-floating type spring shock-absorption device. The semi-floating type spring shock-absorption device is connected with the fan blade driving assembly and the tower frame, so that the semi-floating shock-absorption type vertical-axis wind turbine generator set is capable of operating in a balanced manner and normally generating power when operating at a high speed in strong wind, and is good in strong wind resistance and stable and safe to operate; the wind turbine generator set is simple in structure, low in cost, relatively high in stability and relatively high in safety.",2015,F03D   9/00; F03D  13/20; F03D  11/00; F05B2260/96; Y02E  10/72; F03D   9/25; F03D  80/00
442799365,CN201510144986,Wind power generating facility adopting union valve copper alloy flange piston shock absorption,"The invention relates to an electricity generation auxiliary device, in particular to a wind power generating facility adopting union valve copper alloy flange piston shock absorption. Platform hinges connected with upper hole end heads of flange piston double-way shock absorbers are arranged on four corners of an operation platform; a mechanical energy-electric energy conversion unit, an energy storage cabinet and a cooling pump are fixedly arranged on the operation platform; a union check valve is also serially connected between a pump suction pipe of the cooling pump and a filtration suction pipe; each flange piston double-way shock absorber comprises a flange piston rod, a flange piston cylinder, a flange guiding cylinder, a lower flange seal end cover and an upper end cover flange; the union check valve comprises a union connector valve body, an upper diversion body, a lower diversion body, an upper half valve element, a lower half valve element, a union feeding outer ring and a union discharging outer ring; the flange piston double-way shock absorbers adopt a flange connection structure to form double-piston seal shock absorption; each flange piston double-way shock absorber can bear tensile or pressure at the same time, so that the operation platform can be ensured to resist wave impact from any direction.",2015,F16F   9/02; F16F   9/19; F16F   9/36; B63B2035/446; B63B  35/44; C04B  35/565; C22C  38/48; F16F   9/32; F16F   9/368; F16F   9/34
442809334,CN201380051818,Floating platform and energy producing plant comprising such floating platform,"The invention relates to a floating platform (1) comprising at least three floating or semi-submersible peripheral units (2; 2a, 2b, 2c, 2d) arranged connected to a floating or semi-submersible central unit (3) by at least one in a substantially radial direction arranged rigid and elongated radial connection member (5). The floating or semi-submersible peripheral units (2; 2a, 2b, 2c, 2d) are connected to the adjacent peripheral units (2; 2a, 2b, 2c, 2d) by a coupling arrangement (6) which is an elongated object variable in length arranged to allow each floating peripheral unit (2; 2a, 2b, 2c, 2d) to move in relation to the adjacent peripheral unit (2; 2a, 2b, 2c, 2d) at least in a direction substantially parallel to the elongation direction of the coupling arrangement (6). One embodiment of the invention is characterized in that the length of at least one of the coupling arrangements (6) is arranged to be adjusted by a length adjusting arrangement (15) adapted to shorten the coupling arrangement (6) and to pull two adjacent floating peripheral units (2; 2a, 2b, 2c, 2d) towards each other. The invention also relates to an energy producing plant comprising such a floating platform",2013,B63B  35/44; F05B2240/93; B63B   1/14; F03D   1/02; F03D  11/04; F05B2240/95; F03D  13/25; Y02E  10/727; B63B  17/0081; B63B  21/50; B63B2241/08; B63B2035/442; B63B2001/128; B63B2035/446; F05B2240/40
442832612,CN201520015571U,Sea wind machine complete machine transportation and installation dedicated boat,"The utility model discloses a sea wind machine complete machine transportation and installation dedicated boat. The sea wind machine complete machine transportation and installation dedicated boat comprises a transportation barge, a fixing steel framework and a mobile steel framework, wherein a plurality of self-elevating piles and columns are arranged on a main boat body of the transportation barge, a plurality of first wind machine embrace hoop mechanisms are arranged on the fixing steel framework, the mobile steel framework is arranged below the fixing steel framework in sliding mode, the mobile steel framework comprises a first support leg and a second support leg which are relatively arranged on two sides of the main boat body, an horizontal support beam is arranged at the upper ends of the first support leg and the second support leg, a second wind machine embrace hoop mechanism is arranged in the middle portion of the support beam, a sliding track is arranged at the lower end face of the support beam, a lifting mechanism is arranged on the sliding track, a balance lifting frame is arranged below the support beam, a third wind machine embrace hoop mechanism is arranged on the balance lifting frame, the lifting mechanism is connected with the balance lifting frame, and a wind machine installing notch is arranged in the stern of the main boat body. The sea wind machine complete machine transportation and installation dedicated boat can simultaneously achieve functions of the wind machine complete machine transportation and installation, and effectively reduces cost.",2015,Y02E  10/727; B63B  35/30
442837182,CN201420852080U,Positioning device applicable to sea wind power foundation mounting,"The utility model belongs to the technical field of application of sea wind power foundation mounting, and particularly discloses a positioning device applicable to sea wind power foundation mounting. The positioning device consists of a driving assembly, a transmission assembly, a control assembly and a positioning assembly which are arranged inside a main body floating box, a gear box and an extension box. The positioning device has the benefits as follows: 1, the positioning device is simple in structure, convenient to operate, and safe and reliable for use; 2, when a single-pile foundation is mounted, the extension box of the positioning device can completely retract into the main body floating box so as to reduce the construction difficulty; 3, when a three-pile foundation is mounted, the extension box of the positioning device can externally extend to the center distance size of a pile leg through gear and rack transmission and is braked by a bidirectional ratchet, so that the transmission way is applicable to three-pile foundations of multiple sizes; 4, the positioning assembly is positioned on one side of the extension box and is connected through a saddle, so that the size of equipment can be effectively reduced and equipment transfer is facilitated.",2014,E02D  13/00
442851979,JP20140146734,CONSTRUCTION METHOD OF OFFSHORE STRUCTURE,"PROBLEM TO BE SOLVED: To moor an offshore structure at an offshore installation location without using a floating crane in a construction method of a spar-type offshore structure equipped with a wind-force power generator etc. or the like.SOLUTION: A construction method of an offshore structure includes: a manufacturing step where an offshore structure 10 is manufactured while being divided into an upper structure 11 and a lower structure 12; an underwater maintaining step where a part or an entire part of the lower structure 12 is maintained in an upright state in water; a moving step where the upper structure 11 is moved to an area above the lower structure 12 maintained in the upright state; an integration step where a lifting step, in which the lower structure 12 is lifted to be disposed at the lower side of the upper structure 11, is conducted; and a joint step where the lower structure 12 is integrated with the upper structure 11.SELECTED DRAWING: Figure 12",2014,F03D   9/30; F03D  80/00; B63B  27/08; B63B  35/42; B63B  22/20; B63B  75/00; F03D  11/04; Y02E  10/727; B63B  21/502; B63B  27/36; B63B  35/00; B63B  35/003; B63B2021/203; B63B2021/505; B63B2035/446; Y02P  70/523; B63B  35/44; B63B2207/02; B63B  21/20; F03D   9/00; B63B  21/50; F03D  13/25; Y02E  10/722
442882589,CN201510185547,Method and device for measuring original thickness of longshore bar in ancient lake,"The invention provides a method and device for measuring the original thickness of a longshore bar in the ancient lake. The method comprises the steps that the distribution range of the longshore bar is determined according to a deposition distribution map of an ancient deposition period, and a well tie profile map of the longshore bar is drawn; a natural potential curve of the well tie profile map is divided into multiple sub-units; the area corresponding to the sub-units meeting a standard curve is used as the longshore bar in a specific period, wherein the standard curve is determined according to the hydrodynamic process of forming the longshore bar and lithofacies codes; the thickness of the longshore bar in the specific period is calculated; decompaction correction is conducted on the thickness of the longshore bar in the specific period, and the original thickness of the longshore bar in the specific period is obtained. Support is provided for obtaining of accurate ancient wind power existing when the longshore bar of the ancient lake forms.",2015,G06F  19/00
442918306,CN201520107052U,Tension leg type high-stability floating platform combined with ecological floating bed,"The utility model discloses a tension leg type high-stability floating platform combined with an ecological floating bed. The tension leg type high-stability floating platform is characterized in that a piece is formed by bamboo, wood and plastic floating pipes, mortar is poured on the piece and leveled, a manufactured deck is supported on a floating cylinder, the lower portion of a floating cylinder lifting ring is connected with a free hanging load frame which throws in stone or marsh media, the four-corner floating cylinder is connected with a mooring cable, the ecological floating bed is connected to a floating platform sliding rod sleeve through a cable, water purifying is better facilitated, growth of water fishes and other organisms is better facilitated, and a wind power micropore aeration and reoxygenation windmill is arranged in the center of the floating platform.",2015,B63B  35/44
442928996,CN201420874012U,Floating type flying turbine generator,"The utility model discloses a floating type flying turbine generator and belongs to the technical field of high-altitude floating type flying turbine generators. To solve the technical problems, the floating type flying turbine generator can generate power through high-altitude strong and stable wind force. According to the technical scheme for solving the technical problems, the floating type flying turbine generator comprises a gas bag, a turbine generator body, four steel wire ropes, red lamps, an electric cable, four stranded wire rope machines and angle iron. The turbine generator body is connected to the gas bag through the angle iron. The four steel wire ropes are tied to the gas bag. The red lamps can prevent a plane collision. The electric cable comprises copper conductors and is used for transmitting electric power collected at a high altitude to ground electricity storage equipment or a power grid. The four stranded wire rope machines can lift or withdraw the gas bag. The floating type flying turbine generator has the advantages that functions of the turbine generator are increased, hydroelectric generation can be achieved, and high-altitude power generation can be achieved as well.",2014,F03D   5/00; F03D   9/00; Y02E  10/70; Y02E  10/725
442969030,DK20100155598T,FremgangsmÂde og arrangement til transport af komponenter til et vindenergianlÊg samt montageplatform,NULL,2010,F03D  13/10; F05B2230/604; Y02E  10/721; F03D   1/06; F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D   1/00; F03D   1/0658; F03D  13/40; F05B2240/95
442969237,DK20110726762T,ALTERNATIV MEKANISK OG ELEKTRISK KONCEPT TIL HAVMÿLLEPARKER,NULL,2011,Y02E  10/727; F03D   9/257; F03D  13/25; F03D   7/048; F03D  13/22; F05B2240/93; F05B2240/96; F03D   1/04
442984267,US201514681025,Offshore floating barge to support sustainable power generation,"A barge has been designed to function in a four-season environment with a plurality of configurable, peripheral bays (bays) that support sustainable energy capture devices (devices). The barge is round with bays that curve inward, opposite the barge's curvature, and where devices can be placed. The bays allow the devices to be removed for maintenance by support ships. The barge is buoyant and floats independently of the devices in each bay. The barge is hollow and its entire circumference can be traversed by the crew. A central platform is contained within the barge by cables that may have wave energy capture mechanisms installed. The central platform and can be accessed by the crew through one or multiple floating walkways. Devices installed at the bays will float independently of the barge and may have wave energy capture mechanisms on them at the bay-device interface.",2015,E02D  27/38; F03B  13/10; F03D   1/00; F03D  13/22; Y02E  10/38; F03B  13/00; F03D  13/25; F03B  13/12; Y02E  10/727; B63B  35/44; F05B2240/93; F16D  31/02; B63B2035/4433; F03D   9/00; F03D  11/04; F03D  13/10; H02P   9/04; B63B2035/446; F03B  13/14; F05B2240/95
442984289,US201314419638,Floating wind turbine safety system,"The present invention relates to methods and apparatus for operating a safety system in a floating wind turbine. The floating wind turbine comprises one or more sensors 202, 203, and receives a fore-aft inclination signal from the sensor 202, wherein the fore-aft inclination signal indicates an inclination of said floating wind turbine in a fore-aft direction. A side-to-side inclination signal is also received from the sensor 203, wherein the side-to-side inclination signal indicates an inclination of said floating wind turbine in a side-to-side direction. An operational parameter of the floating wind turbine is altered based on either or both of said fore-aft inclination signal and said side-to-side inclination signal.",2013,B63B  39/00; F03D   7/02; F03D   7/042; F03D  13/25; F05B2240/93; F03D   9/00; Y02E  10/727; B63B  35/44; F03D   9/257; G05D   3/12; B63B2035/446; F03D   7/04; Y02E  10/723; Y02E  10/725; B63B  39/03; F03D   9/25
443015982,CN201510159479,"Soft floating body unit, pipeline pole based on floating body unit, generating station and air charging model","The invention relates to a soft floating body unit, a pipeline pole based on the floating body unit, a generating station and an air charging model. The floating body unit comprises a floating body and a supporting body, wherein the floating body is manufactured from soft airtight material; the floating body floats in water after being inflated; when the floating body is covered with water and suspended below water surface, at least part of the supporting body exposes and is kept above the water surface; the supporting body of the floating body unit pipeline pole is arranged to be a rigid supporting rod; a connector for mounting and connecting a pipeline is arranged at the upper end of the supporting rod; the floating body is fixed to the water bottom through an anchor chain or a cable; the floating generating station, the supporting column of the floating body unit or a floating body platform are provided with generating devices; the floating body unit air charging model and the supporting body are manufactured into air tightness structures through soft materials; after air charging, the air charging model with special shape can be formed. The floating body unit is high in strength, light in weight, small in cost, convenient for mass manufacturing and implementation, and provides a feasible solution for commercial development and utilization of ocean energy resources and resources.",2015,B63B  35/44; A63H  23/10; F03D  11/04; B63B  38/00; F03B  13/14; F16L   1/20; F03D  13/25; Y02E  10/727; Y02E  10/38; Y02P  70/523
443022979,CN201510241713,Air floating-type wind power generator,"The invention discloses an air floating-type wind power generator. The wind power generator is mounted at the top of a gasbag; an air inlet is formed in one side of the gasbag; an air outlet is formed in the bottom of the gasbag; the gasbag is filled with gas of which the density is lower than that of air; the gasbag is provided with a cable traction device connected with the ground; an air multiplier is a double-wall sleeve; an axial air introduction through hole is formed inside the double-wall sleeve; an annular air inlet channel is formed between double walls of the double-wall sleeve; an air outlet gap is formed in the left end opening of the annular air inlet channel; the right end opening of the annular air inlet channel and the right end opening of the air introduction through hole are communicated with the air inlet; the air outlet gap is formed inside the gasbag; the left end opening of the air multiplier is higher than the right end opening of the air multiplier. According to the air floating-type wind power generator, more air is induced to enter the gasbag from the air introduction through hole by using the air multiplier, and air with the air speed which is 15 times of original air speed is blown out; meanwhile, air is exhausted downwards through the air outlet to push the gasbag to float up, and heated air enables the gasbag to float up to a higher position to obtain stronger air power, so that the efficiency of the wind power generator is improved.",2015,F03D  80/00; Y02E  10/72; F03D   9/00; F03D   9/25; F03D   1/04; F03D  11/00
443023006,CN201510088099,Deepwater semi-submersible platform type wind power plant,"The invention discloses a deepwater semi-submersible platform type wind power plant which comprises a plurality of wind turbines, a deepwater semi-submersible platform used for supporting wind turbines and a hanging chain type anchoring mechanism, wherein the anchoring mechanism is used for anchoring the deepwater semi-submersible platform at the bottom of the sea; the deepwater semi-submersible platform comprises a deck platform, a tuned liquid column damper device and a underwater buoyancy tank, wherein the tuned liquid column damper device is arranged inside the deck platform; the deck platform is connected with the underwater buoyancy tank through a stand column; the bottom of the underwater buoyancy tank is connected with the hanging chain type anchoring mechanism. Aiming at the existing wind power plant frequency fixed defect, the seakeeping of the wind motor system in heavy storm wave can be greatly improved, the vibration strength of the wind motor system local component is greatly reduced, and the economical efficiency of the wind motor system is greatly improved.",2015,B63B  35/44; F03D   9/25; Y02E  10/725; F03D   9/00; F03D  11/04; Y02E  10/727; F03D  13/25
443023010,CN201510154917,Submerged offshore wind power generation device,"The invention discloses a submerged offshore wind power generation device. The submerged offshore wind power generation device comprises a levitron and a wind driven generator, the rear end of a front horizontal float bowl of the levitron is connected with two rear horizontal float bowls to form Y-shaped arrangement, a front vertical float bowl is connected with the front end of the front horizontal float bowl, and two rear vertical float bowls are connected with the tail ends of the two rear horizontal float bowls; a water ballast tank, a water pump and a valve are arranged in each float bowl of the levitron; main engines are arranged in the rear vertical float bowl, blades are arranged on a tower, the tower is arranged at the tops of the rear vertical float bowls, and the blades are connected with the main engines in the rear vertical float bowls through transmission shafts; a front stay rope connected with a sinker or a submarine ground pile is arranged at the front end of the levitron, and a straight stay rope and a heavy weight suspended in the water are arranged at the bottom of the levitron. The submerged offshore wind power generation device uses a gravity submerging method of the water ballast tank to avoid storm and super typhoon and uses a heavy weight move method to counteract twisting force, and a wind power station can be built at the sea area which is not suitable for vertically fixing the tower; the submerged offshore wind power generation device has advantages of convenience in construction, small tower load, low gravity center, easiness in maintenance and the like.",2015,B63B  35/44; Y02P  80/158; B63B  35/00; Y02E  10/725; F03D  13/25; F03D   9/00; F03D  11/04; Y02E  10/727; F03D  11/00; F03D  80/00; F03D   9/25; Y02E  10/722; B63B2035/446
443023451,CN201510144921,Welding valve zinc alloy piston buffered sea wind power generation instrument,"The invention relates to a power generation aiding device and provides a welding valve zinc alloy piston buffered sea wind power generation instrument. Four corners of an operating platform are connected with the ends of holes formed in welding piston bidirectional buffers through platform hinges, a mechanical energy conversion electric energy unit, an energy accumulation cabinet and a cooling pump are fixedly installed on the operating platform, and a welding one-way valve is further connected between a pump suction port pipe and a filtering suction pipe of the cooling pump in series. The welding valve zinc alloy piston buffered sea wind power generation instrument is characterized in that the welding piston bidirectional buffers comprise welding piston rods, welding piston cylinders, welding guide cylinders and welding sealing end covers, and the welding one-way valve comprises a welding head valve body, an upper guide body, a lower guide body, an upper half valve body and a lower half valve body. The welding piston bidirectional buffers perform double piston sealed buffering through a welding-connecting structure, each welding piston bidirectional buffer can bear tensile force or pressure simultaneously to ensure that the operating platform can be resist to wavy impacts from all directions.",2015,B63B  35/44; F16F   9/32; F16F   9/36; C04B  35/565; C22C  38/48; F16F   9/34; F16F   9/02
443035482,CN201380061465,"Device for and method of transferring personnel, equipment and/or structural elements from surface vessel to offshore structure","The invention relates to a device (1) for transferring personnel, equipment and/or structural elements (20) from a surface vessel (2) to an offshore structure, such as a wind turbine (3), or to another vessel comprising a foundation (10) mounted or to be mounted on a surface vessel (2), an arm (12) pivotally connected to the foundation (10) and at least one gripper (14) connected to the free end of the arm (12) for coupling the arm (12) to an offshore structure (3). A second arm (15) is pivotally connected to the first arm (12).",2013,B63B  27/143; B63B  27/30; B63B2021/001; B63B  27/16; B63B  21/00
443036084,CN201380051497,Gravity-based foundation system for installation of offshore wind turbine and method for installing same,"The invention relates to a gravity-based foundation system for installation of offshore wind turbines, that allows the transport, anchoring and subsequent reflotation of the assembly of the structure and wind turbine once it has been anchored, providing the solution with great versatility in the face of the uncertainties associated with the installation and the response of the terrain in the short-term and long-term. The invention also relates to the method for installing the above-mentioned gravity-based foundation system.",2013,E02B2017/0091; E02D  27/425; E02D  27/10; E02B2017/0065; E02D  23/02; E02D  27/52; E02D  27/42; E02B2017/0069; E02D  27/50; E02D  27/22
443061242,CN201420873937U,The complementary ocean of scene is cursory,"The utility model discloses a wind-solar hybrid ocean is cursory, including having the cursory body of lid, cursory internal be provided with the battery and with positioner, data acquisition memory cell, signal emission device that said battery is connected, positioner and data acquisition memory cell are connected, data acquisition memory cell and signal emission device are connected, the top of lid is provided with first bracing piece and second bracing piece, the top of first bracing piece is provided with data acquisition 0, is provided with the data acquisition 1 subassembly on the second bracing piece, the data acquisition 1 subassembly includes flabellum, generator and shaft, the flabellum is installed in the shaft, but shaft and the coaxial data acquisition 3 of generator, generator data acquisition 4 is connected with data acquisition 6 respectively at the top of second bracing piece, data acquisition 0, generator, data acquisition 6 and said battery is connected. The beneficial effects are that: can utilize the electricity generation of wind energy and light energy, prolong life, the energy saving effect is obvious.",2014,B63B  22/00
443067413,CN201520155208U,Crab-bolt subassembly and connecting device,"The utility model discloses a crab-bolt subassembly and connecting device. The crab-bolt subassembly includes: the crab-bolt change-over panel, two first sub-crab-bolts, fixed run through in last anchor slab with between the crab-bolt change-over panel, the sub-crab-bolt of two seconds, fixed run through in between crab-bolt change-over panel and the lower anchor slab, two first sub-crab-bolts with the sub-crab-bolt of two seconds is in position on the crab-bolt change-over panel each other is rotatory 90 degrees, compare at interval between the sub-crab-bolt of two seconds the interval of two first sub-crab-bolts is wide, connecting device includes: go up the anchor slab, down anchor slab and fixed run through in said go up the anchor slab with said a plurality of crab-bolts between the anchor slab down, wherein, a plurality of crab-bolts are at least including one said crab-bolt subassembly. The utility model discloses a crab-bolt subassembly and connecting device can make the raceway can follow the sub-crab-bolt of second middle part to wear out, realizes saving the length of cable and saves the cost, and simplify and be under construction.",2015,F03D  11/04; E02D  27/44; E02D  27/42
443147198,EP20150179447,FLOATING-BODY TYPE WIND TURBINE POWER GENERATING APPARATUS AND OPERATION METHOD OF THE SAME,"A floating-body type wind turbine power generating apparatus (1) includes a floating body (20), a wind turbine generator (10) erected on the floating body (20), the wind turbine generator (10) including a rotor (13) having a hub (14) and a blade (15) mounted to the hub (14), a control unit (50) capable of executing a control mode in which a pitch angle of the blade (15) is controlled so that a rotation speed of the rotor (13) is maintained at a rated rotation speed, and a monitoring unit (30) for monitoring vibration of the floating body (20). The monitoring unit (30) is configured to detect abnormal vibration due to execution of the control mode by the control unit (50), on the basis of a statistical value over a period of not less than a floating-body sway natural period of the floating body (20), the statistical value being based on a fluctuation amount of a value obtained from a signal representing at least one of an inclination angle or an inclination-angular velocity of the floating body (20). \n Figure 2",2015,F05B2270/334; Y02E  10/721; B63B2035/446; F03D  17/00; Y02E  10/723; F03D   7/02; F05B2240/93; F03D   7/0296
443147324,EP20150179515,WIND TURBINE POWER GENERATION FACILITY,"A wind turbine power generation facility (1) includes a wind turbine generator (100) including a tower (2), a nacelle (4), a wind turbine rotor (6), and a generator (8) driven by rotation energy of the wind turbine rotor (6), a supervisory control system (300) including a control unit (30) disposed on a hub (5) of the wind turbine rotor (6) or on the nacelle (4), a SCADA server (32) disposed outside the wind turbine generator (100), and an information transmission medium for control (34) connecting the control unit (30) and the SCADA server (32), and a condition-monitoring system (500) including a measurement unit (50) disposed on the rotor hub (5) or the nacelle (4), a CMS server (52) disposed outside the wind turbine generator (100), and an information transmission medium for measurement (54) connecting the measurement unit (50) and the CMS server (52), the condition-monitoring system (500) being configured to monitor a condition of the wind turbine generator (100) based on vibration data collected by the measurement unit (50). The information transmission medium for control (34) and the information transmission medium for measurement (54) are separated from each other.",2015,F05B2260/80; F05B2270/301; F05B2260/406; F03D   7/0296; F03D  17/00; F05B2240/95; F05B2260/96; F03D   7/04; F03D   7/047; F05B2270/334; Y02E  10/723
443149938,TW20143122696,Floating offshore wind power generating device and transformer used in same,"In floating offshore wind power generating devices, with the objectives of safety and of suppressing loss during power transmission, there have been requests for installing a transformer in floating offshore wind power generating devices. At such a time, the transformers installed in floating offshore wind power generating devices are agitated by wind and waves, and so there has been the possibility of incurring transformer damage. As a result, in the present invention, the transformer is disposed at the vicinity of the metacenter, which is the center of the tilting of the floating offshore wind power generating device. As a result, it is possible to suppress agitation of the transformer due to wind and waves, optimize transformer anti-agitation measures, and to reduce costs.",2014,B63B  35/00; F03D  80/82; B63B2035/442; B63B  39/00; B63B2035/446; F05B2240/93; F03D  11/04; F03D  13/25; F03D  80/80; Y02E  10/727
443151635,TW20143122695,Offshore wind power generator device and oil-immersed transformer used in same,"In offshore wind power generator devices, with the objectives of safety and the suppression of loss during power transmission, there is the requirement of installing a transformer within the offshore wind power generator devices. When doing so, an increase in cooling performance of oil-immersed transformers used in the offshore wind power generator devices is called for. To solve said problem, an oil-immersed transformer housing in a tank a core, a coil, and insulating oil that cools and insulates the core and coil is installed below the sea surface within a wind power generator device, and the structure is such that the tank is immersed in liquid. As a result, greater compactness of the oil-immersed transformer and the offshore wind power generator device is possible by means of increasing the cooling performance of the oil-immersed transformer used in the offshore wind power generator device.",2014,F03D  13/25; Y02E  10/727; H01F  27/12; F03D  80/82; F03D  11/00; F05B2240/95
443180419,CN201510289176,Offshore wind driven generator set and mounting method thereof,"The invention discloses an offshore wind driven generator set and a mounting method thereof. The offshore wind driven generator set comprises a semi-submersible type floating body, a ship type platform, a tower, a cabin, impellers, vertical tail wings, an inclined supporting rod and the like, wherein the semi-submersible type floating body comprises a front floating barrel and at least one rear floating barrel; the upper part of the front floating barrel is conical, is inserted into a yaw tapered rotary bearing, and an anchoring system is connected to the middle lower part of the front floating barrel; a truss structure is arranged above a water level of each rear floating barrel, a dowel pin is arranged at the top of each rear floating barrel and is rigidly connected with a positioning device; a pressure equalizing tube is connected with each rear floating barrel. The ship type platform adopts a gabbart mode, the yaw tapered rotary bearing is arranged on the front section of the ship type platform, the tower is mounted behind the ship type platform, and symmetrical vertical tail wings are arranged at the tail part of the ship type platform. When the impellers are distributed in upwind direction (downward direction) in front (back) of the tower, the inclined supporting rod is mounted on the leeside surface (windward side surface) of the tower. The offshore wind driven generator set can be structurally mounted in a shipyard, so that the offshore mounting difficulty is lowered and the cost is reduced, the mechanical yaw failure rate is low and the reliability is high. The tower structure has an obvious damping effect, and the anti-overturning capability of the tower can be improved by the inclined supporting rod.",2015,B63B  35/44; F03D   9/00; B63B  35/00; Y02E  10/725
443185016,CN201510100417,Wind energy and wave energy power generation device,"The invention discloses a wind energy and wave energy power generation device, which comprises a vertical axis wind turbine, a linear rotation two-degree-of-freedom generator, a float bowl and fixing piles, wherein a rotating shaft of the vertical axis wind turbine is of a hollow structure; a mover of the linear rotation two-degree-of-freedom generator is embedded into the hollow structure; the mover can reciprocate in a cavity of the rotating shaft; the rotating shaft and a rotor of the linear rotation two-degree-of-freedom generator are in rigid connection; under the effect of wind power, the rotating shaft and the rotor of the generator do rotational motion; the mover of the linear rotation two-degree-of-freedom generator and the float bowl are in rigid connection; under the drive of waves, the float bowl and the mover of the generator do vertical reciprocating motion; the lower end part of a stator of the generator and the fixing piles are in rigid connection; and the whole set of power generation device is fixed by the fixing piles. According to the invention, the linear rotation generator is introduced, the simultaneous utilization of wind energy and wave energy is realized, and two power generation units are enabled to independently and stably work, so that the energy collection efficiency is improved.",2015,F03B  13/1845; F03D   3/00; F03D   3/06; Y02E  10/727; F03D  13/25; F03B  13/14; F03D   9/00; F03D   3/062; F03D  11/00; F03D   9/008; Y02E  10/74; Y02E  10/38; F03D   9/25
443219662,CN201520186291U,Device for semi-submerged formula wave energy -wind energy is used multipurposely,"The utility model belongs to field, in particular to device for semi-submerged formula wave energy -wind energy is used multipurposely are equipped to novel renewable energy technology and ocean. It includes flotation pontoon, wind energy conversion system, pendulum board, pressurized-water board, anchor chain, pylon, stull, bracing, pivot and generator. Characterized by: adopt stull and bracing interconnect fixed between the flotation pontoon, the power of grabbing anchor is connected due to the seabed through the anchor chain in the flotation pontoon bottom, two pendulum boards are installed between the flotation pontoon respectively to meet to wave incoming wave direction, the pendulum board is through the pivot connection and drive the generator, wind energy conversion system and pylon are installed in the intermediate position of four flotation pontoons. The utility model discloses a design of board simultaneous working is put to the front and back, can put the floating platform is floated to the distance between plates with the improvement stability according to the design of sea area wave characteristics parameter, the design of pressurized-water board is adopted, the stability of floating the floating platform can be improved, adopt 8 catenaries to be fixed in the seabed with whole system, the security is high, the form is simple, be convenient for installation and transfer.",2015,B63B  35/44; Y02E  10/727
443226090,CN201520070500U,Bayonet steel drum and steel truss combination basis,"The utility model discloses a bayonet steel drum and steel truss combination basis, substructure (11) constituteed by three steel drum (13) in inserting the ground, steel truss (12) that are located on substructure (11) and connect through grout (21) with it. The utility model discloses compare with jacket or high pile pier platform structure, support steel truss (12) on upper portion through three steel drum (13) of inserting in the ground, avoid the pile foundation construction to can realize the grout of dry process under water of substructure (11) and steel truss (12) and connect that the batch production degree of structure is high, the wholeness is good, and the construction degree of difficulty is little, is applicable to the basement rock and buries the sea area that more shallow, ordinary pile foundation is hard to implementation, and the overall economic nature on this basis is good, has extensive application prospect in the marine wind power engineering.",2015,E02D  27/52; E02D  27/10; E02D  27/42
443226178,CN201520023767U,Device for marine wind power single pile basal level bearing strength test counter-force,"The utility model relates to a device for marine wind power single pile basal level bearing strength test counter-force. The utility model aims at providing an easy operation, effect are obviously, the requirement is hanged down to marine testing equipment, the device for marine wind power single pile basal level bearing strength test counter-force of the expense of saving. The utility model provides a: a device for marine wind power single pile basal level bearing strength test counter-force, has the test pile of squeezing into the sea bed, and the test pile pile head has the lower flange, and counter-force stake of sea bed is squeezed into in the slope near the test pile, and the hydraulic jack system is equipped with to counter-force stake upper end, even have steel case roof beam subassembly between test pile upper end and the counter-force stake upper end, this subassembly is by horizontal gird, vertical anchor section and go up the flange and constitutes, and the horizontal gird is the rectangle cavity of one section change diameter, and on the periphery of horizontal gird one end injection diameter and the vertical anchor section of test pile pile head diameter unanimity, vertical anchor section has the flange, the horizontal gird other end is the free end and pushes up tightly with the hydraulic jack contact.",2015,E02D  33/00
443230002,CN201520186331U,Flanged valve spring island reef aerogenerator ware,"The utility model belongs to ocean energy resources development technique application adopts flange spring damper structure, and the aerogenerator ware of companion flange check valve solves the technological difficulties of island reef wind power generation equipment, relates to a flanged valve spring island reef aerogenerator ware, and three edges of work platform all have platform hinge and flange spring damper to go up the nose end head to be connected, and the last fixed mounting of work platform has electromechanical interpreter group and energy storage to store the cabinet and the pump use in the cooling, cool off with the pump suction of pump manage and spring damper 0 between still the series connection have a flange check valve, as the improvement: flange spring damper includes flange spring beam, flange spring inner tube, flange direction urceolus, the first spring holder of flange, spring flange upper end cover and first two-way spring and the two-way spring of second, the flange check valve includes: baffle, cavity sleeve, removal case, lower baffle and upper and lower symmetrical arrangement's taper hole gland is personally experienced sth. Part of the body, is gone up to the flange head valve.",2015,B63B  35/44; F03D  11/00; Y02E  10/725; F16K  15/08; F16K  27/04; F03D   9/00; Y02P  80/158; F16K   3/314; F16F   7/116; F16F  15/067; F16K   3/26
443230012,CN201520230907U,Wave energy - wind energy utilization device of coaxial rotation,"The utility model belongs to field, in particular to wave energy -wind energy utilization device of coaxial rotation are equipped to novel renewable energy technology and ocean. It includes wind-force cabin, wind-force blade, electricity generation cabin, wave energy blade, anchor chain, seabed, sends out motor shaft, generator and connecting rod. Characterized by: float in the aquatic in the electricity generation cabin, and the power of grabbing anchor is connected due to the seabed through the anchor chain in its bottom, wind-force cabin soft breeze power blade is installed on electricity generation cabin upper portion, electricity generation cabin side-mounting has the wave energy blade, the pivot and the generator main part of vertical axis generator are connected respectively to wind-force blade and wave energy blade. The utility model discloses a wind-force blade and wave energy blade can change simultaneously marine wind energy and wave energy resource are adopted, improvement energy utilization efficiency to the design of vertical axis generator, simultaneously, this design main part has adopted floats the buoyant foundation, and the form is simple, be convenient for installation and transfer.",2015,F03D   3/00; Y02E  10/38; F03B  13/14; F03D   9/00; Y02E  10/74
443231267,CN201520185467U,Union valve flange piston shock attenuation wind power generation equipment,"The utility model relates to an electricity generation auxiliary device, an union valve flange piston shock attenuation wind power generation equipment, all have platform hinge and flange piston double-acting shock absorber on four angles of work platform on the nose end head be connected, the last fixed mounting of work platform has mechanical energy conversion electric energy unit and energy storage storage cabinet and cooling use the pump, cool off with the pump suction inlet of pump manage and filter pipet between still the series connection have the union check valve, flange piston double-acting shock absorber includes flange piston rod, flange piston cylinder, flange guide cylinder and lower flange seal end cover and upper end cover flange, the union check valve includes: the union connects the valve body, goes up the baffle, down baffle, first case, second case and union advance outer lane and union and go out the outer lane, flange piston double-acting shock absorber adopts the piston packaging shock attenuation of matching of flange joint structure group, every flange piston double-acting shock absorber is borne tension force or pressure simultaneously, guarantees that work platform can resist the wave that comes from any position and assault.",2015,F16F   9/34; B63B  35/44; F16F   9/32; F16F   9/36; F16F   9/02
443249499,US201314417606,Foundation for a wind turbine,"An openwork load-bearing structure for a wind turbine, in particular a lattice-tower structure for a wind turbine, in particular a foundation structure for a wind turbine, in particular for anchoring an offshore wind turbine in the ground via driven foundation piles, wherein the openwork load-bearing structure has primary structures, via which loads which occur in the load-bearing structure as a result of the wind turbine are dissipated, and secondary structures, which perform functional, rather than load-dissipating, tasks, wherein the secondary structures are arranged on the primary structures and are connected integrally thereto, and wherein the integral connection between the primary and the secondary structures is in the form of a connecting layer arranged therebetween. Also, a method for producing a lattice-tower structure for a wind turbine, in particular a foundation structure for a wind turbine, in particular for anchoring an offshore wind turbine in the ground via foundation piles.",2013,E02D  27/42; E04B   1/19; E04H  12/34; E04B   1/4114; E04H  12/22; E02D  27/425; E04B   1/41
443366514,JP20140007786,"UNDERWATER CABLE, UNDERWATER CABLE LAYING STRUCTURE AND LAYING METHOD OF UNDERWATER CABLE","PROBLEM TO BE SOLVED: To provide an underwater cable which can balance enough flexibility with high sealing property.SOLUTION: An ocean floating facility 1 is arranged on the sea. The ocean floating facility 1 is floating on the sea, and the lower part is fixed to the ocean basin with a mooring rope 11. Each ocean floating facility 1 is connected to a cable 3 which is a first cable in a connecting unit 5a. Each cable 3 is connected to a cable 7 which is a second cable in a connecting unit 5b. Each ocean floating facility is connected with the cable 3 and the cable 7. The cable 7 is connected in the connecting unit 5b located in the ocean basin, so the cable 7 is laid on the ocean basin.",2014,F03D   9/257; H02G   9/02; H02G   9/12; H01B   7/2806; H01B   7/2825; F05B2240/93; F05B2240/95; H01B   7/14; H01B   7/204; H02G   1/10; H01B   7/045
443368021,JP20150518339,??????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63B  27/10; F03D  13/25; B63B2035/446; E02B  17/021; B63B  29/00; B63B  75/00; E02B  17/0818; B63B  35/003; E02B2017/006; F03D  13/40; B63B  27/00; Y02E  10/727; B63B  35/44; E02B  17/0034; E02B2017/0091
443368321,JP20150518860,???????????????????,???????????????????????????????????????????????????????????? ??????????????????????????????????????????????????????????????????????????????????????? ??,2012,B63B  21/502; B63B  39/03; F03D   9/34; Y02E  10/727; B63B  35/44; F05B2240/93; B63B2035/446; E02B  17/0004; F03D  11/00; B63B2035/442; F03D   9/00; F03D  11/04; F03D  13/25; E02B2017/0091; F03D  80/00; B63B  39/005; B63B  39/06; F05B2240/95
443373627,JP20140015465,WIND POWER GENERATOR,"PROBLEM TO BE SOLVED: To provide a wind power generator capable of minimizing the influence of yaw control trouble due to the malfunction of a yaw drive and ensuring high availability.SOLUTION: A wind power generator comprises: a tower installed on either the ground or the ocean and serving as a support pillar of a dynamo; a nacelle disposed on the tower and including therein the dynamo; and a rotor disposed on one end of the nacelle and constituted by a hub and blades receiving wind and converting the wind to rotational energy, and the wind power generator comprises yaw driving means controlling positions of the nacelle and the rotor relative to the tower, the yaw driving means including cancellation means cancelling transmission of a yaw driving force.",2014,F03D   1/02; F03D  15/00; F03D  15/10; F03D   7/04; F03D  80/88; Y02E  10/723; F03D   7/02; F03D  13/25; F03D   7/0204; F05B2260/4031; Y02E  10/727
443391464,US201514622717,Wave energy conversion,A wave energy converter (WEC) 10 has a body portion 18 with a face 20 and at least one flexible membrane 16 bounding at least part of a volume of a fluid to form a variable volume cell 22. The membrane is inclined from vertical providing a flow smoothed passage for wave energy from a wave 14 to travel over the WEC whilst deforming the at least one membrane towards the body to compress the fluid. The cell(s) can be submerged or floating. The inclination of the at least one membrane assists conversion of potential and kinetic energy of the wave to pressure within the fluid. Fluid pressure within the WEC cell(s) and/or system can be optimised to suit wave and/or performance conditions.,2015,F03B  13/12; F03B  13/24; F03D   9/00; F03B  13/189; F03B  13/1895; F05B2240/97; F03B  13/16; F03D  13/25; F03B  13/188; F03B  13/22; F03D   9/25; Y02E  10/38; F03B  13/18; F03D   9/008; F05B2240/93; F03B  13/1885; F05B2240/40; Y02E  10/72
443391474,US201514612657,Vertical axis wind turbine rotor and airfoil,"A vertical axis wind turbine with a symmetric airfoil having a concavely curved tail portion defining a trailing edge angle of between 0∞ and 5∞ on either side of the chord, a maximum thickness center point between 26% and 34% of the length of the chord from the leading edge, a leading edge curvature ratio (D1/D2) from 0.42 to 0.50, and a ratio of maximum thickness to chord length T/C from 0.12 to 0.19, preferably 0.16. Advantageously, the rotor may have helical blades defining a cylindrical swept envelope with a positive angle of attack and a solidity ratio NC/D from 0.125 to 0.270, and is governed at a tip speed ratio from 2.25 to 4.00.",2015,B63H   1/26; F05B2240/301; F01D   5/14; F03D   3/061; F05B2250/712; Y02E  10/74; F03D   3/005; F03D   3/06; F01D   5/141; F05B2240/214; F03D   7/06; F04D  29/38; F05B2250/12; F05B2250/15; F03D   3/00; F04D  29/384; F05B2240/211; Y10T  29/49336
443399959,DK20110779068T,STOR FLYDENDE VINDTURBINE MED VERTIKAL AKSE,NULL,2011,F03D   3/06; F05B2250/86; Y02E  10/727; Y02E  10/74; F03D  11/04; F03D  80/70; F03D  13/25; Y10T  29/49826; F03D  11/00; Y10T  29/49229; F03D   3/061; F05B2240/93
443399985,DK20130004184T,FremgangsmÂde til udlÊgning af et kabel i offshore-omrÂdet for et vindenergianlÊg til et bestemmelsessted og vindenergianlÊg til placering i offshore-omrÂdet,NULL,2013,H02G   1/10; H02G   9/02; E02F   5/10; F03D  11/04
443417526,EP20150745376,"FLOATING WIND TURBINE WITH A FLOATING FOUNDATION, AND METHOD FOR INSTALLATION OF SUCH A WIND TURBINE",NULL,2015,B63B  35/44; F03D   1/0675; F03D  13/10; B63B2021/203; F03D   1/00; F05B2240/95; B63B  21/50; B63B2001/128; B63B2035/446; F03D  13/22; Y02P  70/523; B63B  21/20; F03D  13/25; B63B   1/125; F05B2240/93; B63B  21/26; F05B2230/60; Y02E  10/727; Y02E  10/721
443467469,ES20110757312T,Procedimiento para equilibrar un cuerpo de rotaciÛn,"Rotor Magnus (1, 100) que presenta un cuerpo de rotaciÛn cilÌndrico (2, 102) para transformar la fuerza del viento en una fuerza de empuje aprovechando el efecto Magnus, que comprende un eje de giro (110) alrededor del cual gira el cuerpo de rotaciÛn (2, 102), un soporte (3) sobre el cual est· montado el cuerpo de rotaciÛn (2, 102), caracterizado porque el cuerpo de rotaciÛn presenta elementos para conferir rigidez al cuerpo de rotaciÛn (2, 102), el cuerpo de rotaciÛn (2, 102) presenta, en al menos dos planos separados entre sÌ en la direcciÛn axial y perpendiculares al eje de giro (110) del cuerpo de rotaciÛn (2, 102), alojamientos en los que se colocan contrapesos de equilibrado (111).",2011,Y02T  70/58; F03D   3/005; B63H   9/02; F03D   3/067; Y10T  29/49316; F03D   7/0296; F03D  13/35
443479171,ES20100155598T,"Procedimiento y disposiciÛn para transportar componentes de una instalaciÛn de energÌa eÛlica, asÌ como plataforma de montaje","Procedimienlo para el monlaje de un rotor (12-15) de una inslalaciÛn de energia eÛlica en mar abierto (18), eslando dispueslas al menos dos palas de rolar (12-14) en un cuerpo flolanle (19) en primer lugar sustancialmenle en paralelo y/o en anliparalelo, desplazandose a conlinuaciÛn a nivel del agua o por encima del nivel del agua del mar abierto (18) las al menos dos palas de rolar (12-14) en el cuerpo flotanle (19) unas res pecio a las otras o en un movimiento relativo unas respecto a las otras, de modo que las raÌces (23-25) de las palas de rotor (12-14) esta n orienladas unas hacia las otras y/o en direcciÛn a un cenlro com˙n (26), siendo el centro com˙n (26) un punlo de intersecciÛn de los ejes longiludinales (20-22) prolongados de las palas de rotor (12-14) mas atla de las raices (23-25) correspondientes de cada pala y el monlaje de al menos una pala de rolar (12-14) en un cubo del rotor (15), que esta dispueslo en la zona del cenlro (26), eslando premontado o premontandose el cubo del rotor (15) en una pala de rotor (13), realizandose el desplazamiento de las palas de rotor (12-14) en un movimiento relativo de unas respecto a las otras en un plano sustancialmente horizontal.",2010,F03D   1/00; F03D   1/06; F03D  13/10; F03D  13/40; Y02E  10/721; Y02P  70/523; F05B2230/6102; F05B2240/95; Y02E  10/727; F03D   1/0658; F05B2230/604
443488858,KR20130165370,TRANSITION PIECES OF OFFSHORE WIND TURBINES AND WHOLE STRUCTURE OF WIND TURBINES HAVING IT,"Disclosed is an offshore wind power generation intermediate structure installed between a support structure installed in a seabed such that an upper part protrudes out of the sea, and includes a plurality of supporting pipes protruding along a circumference and an offshore structure mounted on an upper part of the support structure to be installed in the sea. The offshore wind power generation intermediate structure comprises: a body part formed to have a triangular longitudinal section such that a transverse section gradually decreases towards an upper side in a height direction; a support unit extending from an upper surface of the body part at a predetermined length in a height direction of the body part having a hollow formed therein; and a mounting unit provided on a lower surface of the body part to mount the body part on an upper surface of the support structure, installing a body part having a plurality of insertion members protruding from the mounting part inserted into the supporting pipes. The offshore wind power generation intermediate structure reduces the costs and time required to produce the offshore wind power generation intermediate structure, and increases structural stability; thereby stably supporting an offshore wind power generator.",2013,F03D  13/22; E02D2600/40; E02D2250/0023; E02D2200/165; E02D  27/525; E02D2200/1692; F03D  11/04; E02D  27/425; E02D  27/52; E02D2200/1685; E02D  27/42
443495838,KR20157014877,METHOD AND DEVICE FOR CONTROLLING FLOATING BODY WIND POWER ELECTRICITY GENERATION DEVICE AND FLOATING BODY WIND POWER ELECTRICITY GENERATION DEVICE,"?? ?? ?? ???? ?? ??? ??? ?? ?? ??? ?? ???, ?? ?? ???? ????, ?? ?? ???? ??? ??? ???? ????? ?? ?? ???? ????? ???? ????? ??? ?? ??? ????. ?? ??? ?? ?????, ?? ??? ??? ?? ?? ?? ???? ?? ???? ????? ???? ?? ?? ? 1 ??? ???? ?? ????? ?? ???? ? 1 ????, ?? ??? ??? ?? ?? ?? ???? ?? ???? ????? ???? ?? ?? ? 2 ??? ???? ?? ????? ?? ???? ? 2 ????? ?? ??.",2012,F03D   7/0224; F03D   7/04; F05B2240/93; Y02E  10/721; F03D   7/026; F03D   7/0252; F05B2260/901; F03D   1/00; F05B2270/309; Y02E  10/723; F03D   7/02; B63B2035/446; F03D   7/0244
443501163,KR20140058470,FLOATING OFFSHORE WIND POWER TURBINE PLANT STRUCTURE,The floating offshore wind power plant structure of the present invention comprises: a tower unit with a wind power plant; a bottom floating body placed on the bottom of the tower unit for providing floating power for supporting the tower unit on the sea; a connecting horizontal member placed to be able to rotate with the bottom floating body for connecting the bottom floating body placed nearby by positioning the floating body at a certain distance; and a joint unit for connecting the bottom floating body and the connecting horizontal member to be able to rotate. The joint unit comprises: a ball-shaped ball joint placed on both ends of the connecting horizontal member; and a connecting housing provided in the bottom floating body to have an accommodating unit where the ball joint is accommodated to be able to rotate. The connecting housing comprises: a first housing provided in the bottom floating body for a part of the ball joint to be accommodated; a second housing fastened to the first housing by a bolt member for forming the accommodating unit; and a sealing member installed on the surface where the first housing and the second housing are bonded. The present invention is made for the bottom floating body to be able to freely perform a relative movement within a certain scope and can effectively reduce the stress and the moment between the structural members of the floating offshore wind power plant structure.,2014,F03D  11/04; Y02E  10/72; F03D   1/00; F03D  13/22; F03D  13/20
443501170,KR20140180074,IMPACT ABSORPTION APPARATUS,"According to the present invention, the impact absorption apparatus comprises an impact absorber (10) plastically deformed to be compressed in one direction, and the impact absorber (10) is installed in a frame (20). The frame includes a mounting bracket (30) on the outer surface of both sides of the impact absorber (10), and a link mechanism (36) to connect a gap between both ends of the mounting bracket (30). In the link mechanism (36), a first link (38) and a second link (40) are connected by a connection pin (42), and the other ends of the first link (38) and the second link (40) are connected with the adjacent mounting bracket (30). A slide mechanism (46) is installed to be located toward the impact absorber (10) in a connection part of the first link (38) and the second link (40). A slide shaft (53) is located at both ends of a moving arm (52) of the slide mechanism (46), and the slide shaft (53) absorbs an impact by generating a frictional force while moving along a slide slot (44) formed in the second link (40). The present invention has an effect of smoothly absorbing an impact as the impact absorber (10) is plastically deformed uniformly while the mounting bracket (30) forming the frame (20) is correctly moved.",2014,F03D   9/32; B63B  35/44; E01F  15/14; Y02E  10/721; B63B2035/446; E01F   3/00; B60R  19/02; B63B  35/50; Y02E  10/76
443620109,CN201520122431U,Major diameter single pile fan basis structure,"The utility model discloses a major diameter single pile fan basis structure, it comprises outer bucket, stiffening rib and interior bucket, stiffening rib quantity is for the even numbers and be more than or equal to individually, the inboard circumference of outer bucket and the outside circumference evenly distributed of interior bucket are followed to the stiffening rib, the both ends of stiffening rib contact with outer bucket and interior bucket respectively. The stiffening rib adopts between bucket and the interior bucket outside and leads to long the setting or local setting. The thickness of stiffening rib and the wall thickness of interior bucket are less than or equal to the wall thickness of outer bucket. The utility model relates to an it is more scientific, in inside stiffening rib and intensity and the rigidity of interior bucket in order to improve single pile structure itself of increasing of major diameter single pile structure to reducing structure weight on the whole, doing benefit to marine transportation and pile construction operation, bearing capacity and interior side friction resistance are held in the stake of adopting inside additional strengthening can improve the major diameter single pile, and it is long to reduce the stake, reduces single pile foundation structure material on the whole, transportation, costs such as construction",2015,E02D  27/44; F03D  11/04; E02D  27/42
443620113,CN201420852102U,A gear drive that is used for ocean wind-powered electricity generation basis to install structure,"The utility model belongs to the technical field of ocean wind-powered electricity generation basis installation is used, a a gear drive that is used for ocean wind-powered electricity generation basis to install. Structure is specifically disclosed, by setting up at the main part flotation tank the interior drive assembly of gear box and expansion box, drive assembly and control assembly constitution, said drive assembly including the driving shaft, and sets up at the epaxial action wheel of initiative, and sets up the handle at the driving shaft both ends, and sets up in the action wheel below, and with the action wheel is connected from the driving wheel, and connect the driven shaft of following the driving wheel the utility model discloses a gear drive that is used for ocean wind-powered electricity generation basis to install. Structure beneficial effect lies in: 1, its simple structure, convenient operation just use safe and reliable, 2, utilize the drive assembly actuation transmission subassembly to drive stretching out of expansion box or return and contract ( copy control component control stretches out or shrink), and then the locating hole is connected of control and expansion box carries out the installation of spud leg, its precision that can effectively improve installation effectiveness and the installation of spud leg is the assurance safety of constructing just",2014,E02D  13/04; E02D  27/44
443623263,CN201520001279U,Intelligence damping moldeed depth sea floating fan,"The utility model provides an intelligence damping moldeed depth sea floating fan, includes the blade, generating set, and the pylon, buoyant foundation and anchoring system, said rooting-in of blades is at the pylon top, and the pylon erects on the buoyant foundation with the anchoring headtotail, be equipped with annular vibration damper on the pylon, annular vibration damper includes the inner tube, a plurality of damping units including outer tube and the evenly distributed, between the outer pipe wall, said damping unit includes acceleration sensor, and the member is formed to magnetorheological damper device etc. A damping section of thick bamboo and the outer wall of the inner tube or the outer inside pipe wall fixed connection of magnetorheological damper device, and firmly outer inside pipe wall or outer wall of the inner tube are supported to damping section of thick bamboo piston rod top, the current control unit connection of said acceleration sensor and magnetorheological damper device, in, intermural still packing of outer tube has the damping material the utility model discloses the fan can vibrate the damping of conditioning anti vibration according to the pylon through annular vibration damper, consumes vibration energy with the vibration of decay pylon to improve the support firmness of pylon, lengthen equipment life",2015,F03D   9/00; F03D  11/04; Y02E  10/725
443703434,NL20141040599,WERKMETHODEN EN CONSTRUCTIEVE UITVOERINGEN OMTRENT HET RECHTOP PLAATSEN VAN EEN BUISPAAL.,NULL,2014,F03D  11/04; B63B  35/00; B66C  23/185; B66C  23/52
443706449,US201313917213,Wind resistance wave generator,"A new wind resisting electricity generator that floats offshore supported by buoyancy-providing used tires filled with waterproof foam. Electricity is generated through water turbines, uniformly rotated using waves and under water currents, and through directional wind turbines. Used tires are mounted on a mechanical and electrical utilities structure and a wind energy structure to interrupt wind flow near water surfaces in onshore directed weather. Dummy floats that provide protection from floating debris for the water turbines and direct waves to the upper turbine blades are alternated with generator floats in a line offshore and are held together with connecting chains and recycled tires mounted on the connecting chains.",2013,F03B  13/10; F03B  13/183; Y02E  10/727; F03B  13/20; F03D   9/008; F03D  15/10; F05B2240/93; F05B2270/18; Y02E  10/28; F03D  80/70; Y02E  10/725; F03B  17/063; F03D   9/00; F03D  13/25; B63B2035/4466; F03D   9/255; F05B2240/40; B63B  35/00; B63B  35/44; Y02E  10/38
443744317,CN201380063211,Propeller,A propeller has a central post to which one or more blades are connected. The blades are disposed and configured to pull air in from the propeller's sides toward the propeller's axis of rotation to create pressure in an area in the vicinity of the center of the propeller's rotating axis for generating thrust.,2013,B63H   1/265; Y10T  29/49332; Y02E  10/721; B64C  11/16; F01D   5/141; F01D   5/14; B64C  11/00
443779995,CN201520047531U,Device for rotatable formula unit head gear drive wind generating set,"The utility model discloses a device for rotatable formula unit head gear drive wind generating set, including gearbox casing, generating set, spiral camber blades, the spiral camber blades with generating set installs perpendicularly gearbox casing's two ends, inside the gearbox casing is provided with spiral camber blades input shaft and generating set output shaft, spiral camber blades input shaft with the generating set output shaft is being connected through the sector gear of centre, but rotary device is installed to the gearbox casing lower extreme, inside the rotary device is provided with the floating bearing, unable adjustment base is installed to the rotary device lower extreme, unable adjustment base passes through the bolt fastening, generating set passes through the bolt fastening and is in on the said gearbox casing. The utility model discloses simple structure can install on electric automobile's upper cover or other walking machinery for the generator aircraft nose can the automatic tracking wind direction, and work efficiency is high",2015,F03D   9/00; Y02E  10/725; F03D  11/00
443807408,DK20120714265T,FremgangsmÂde til lodret opretning af et tÂrn,NULL,2012,E02D  27/42; E04H  12/085; F05B2230/608; E02D  27/52; F03D  11/04; E02D  27/425; E04H  12/08; F03D   1/00
443808783,KR20157016485,CONTROL DEVICE METHOD AND A COMPUTER READABLE RECORDING MEDIUM HAVING PROGRAM THEREIN AND FLOATING BODY WIND-POWERED ELECTRICITY GENERATION DEVICE EQUIPPED WITH SAME,"??? ?? ?? ???? ????? ?? ???? ???? ?. ?? ?? (15) ? ???? ?? ??? ?? ?? ??? ???? ? 1 ?? (16) ? ?? ???? ???, ?? ?? (15) ? ???? ?? ?????? ?? ?? ?? ??? ???, ?? (13) ? ?? (12) ? ?? ??? ???? ? 2 ?? (a) ?, ?? (12) ? ?? ?????? ? ??? ???? ? 3 ?? (b) ??? ??? ??? ???? ???? ??? ???? ?? ??? ??? (18) ? ????, ? 2 ?? (a) ? ? 3 ?? (b) ??? ??? ??? ???? ???? ? ?? ???? ?? ? ?? ?? (17) ? ???? ??? ?? ?? ?? (1) ? ?? ?? (10) ??.",2012,F03D   7/02; F03D  13/25; F05B2240/93; F03D   7/0204; F03D  80/00; Y02E  10/727; F03D   7/0224; Y02E  10/723; Y02E  10/725; B63B2035/446; F03D   9/25; F03D  17/00; F03D   7/04
443808912,KR20157018369,SPAR TYPE FLOATING STRUCTURE,"? ???, ?? ?? ??? ?? ???(2)?, ???(2)? ???? ?????(3)? ??, ?????(3)? ??? ?? ???(2)? ???? ????? ??? ?? ?????, ???(2)?, ??? ???? ?? ???? ??? ? 1 ???(21), ???? ???? ?? ???? ??? ? 2 ???(22) ? ? 1 ???(21) ? ? 2 ???(22)? ????? ????? ??? ???(23)? ??, ? 1 ???(21)?, ?????(3)? ????, ? 2 ???(22)?, ???(2)? ??? ???? ???? ????.",2012,B63B   1/048; B63B  21/10; B63B  43/06; B63B  35/44; B63B2039/067; F05B2240/93; B63B  39/00; B63B2001/044; Y02E  10/727; B63B2035/442; F03D  11/04; F03D  13/25
443809453,KR20140051805,METHOD FOR DESIGNING MULTILAYER TUNED LIQUID DAMPER IN FLOATING WIND TURBINE,"The present invention provides a method to design a multilayered tuned liquid damper of a floating marine wind generator. According to the present invention, the method to design a multilayered tuned liquid damper of a floating marine wind generator is capable of increasing the efficiency of reducing the forced movement of a tower by external force through the multilayered tuned liquid damper, and increasing the same efficiency by optimizing a design factor of the multilayered tuned liquid damper. According to the present invention, the floating marine wind generator includes a rotor including a plurality of blades and rotating; a nacelle connected to the rotor; a tower vertically installed to place the rotor and the nacelle at a height, set from the water surface; and a floater formed on the bottom of the tower to be placed underwater, and making the tower float on the water by providing a predetermined buoyancy. The multilayered tuned liquid damper, formed by laminating a set number of tuned liquid dampers in upper and lower directions, is fixed on the tower to reduce the forced movement of the tower by the external force.",2014,Y02E  10/72; F03D   7/02; F03D  13/25; F03D   1/02; F03D  11/04; Y02E  10/723; F03D   7/0296; F05B2260/96; B63B  35/00
443816892,KR20157015103,FLOATABLE TRANSPORTATION AND INSTALLATION STRUCTURE FOR TRANSPORTATION AND INSTALLATION OF A FLOATING WIND TURBINE A FLOATING WIND TURBINE AND METHOD FOR TRANSPORTATION AND INSTALLATION OF THE SAME,"? ??? ????? ???? ???? ??? ??? ?? ??? ?? ? ??? ?? ?? ??? ?? ? ?? ??? ????, ?? ??? ?? ? ?? ???, ??? ?? ??? ????? ?? ? ?? ??? ??????? ??? ? ?? ????, ??? ??? ?? ??? ?? ??? ?? ? ?? ??? ?? ???? ????? ???? ?? ?? ??? ????. ??, ??? ??? ??? ?? ?? ??? ?? ? ?? ??? ?? ??? ?? ??? ?? ??? ??? ???? ??? ?? ??? ??? ??? ?? ??? ?? ? ??? ??? ????.",2013,B63B  21/50; E02B  17/04; F05B2240/93; Y02E  10/727; E02B2017/0039; E02D  27/52; F03D  13/22; B63B   1/107; F03D  13/25; B63B  35/00; B63B2001/128; E02B  17/02; E02B2017/0047; Y02B  10/30; B63B  35/003; B63B2035/446; E02D  27/50; B63B  35/44; B63B2021/505; E02B2017/0091; E02B2017/0095; F05B2240/95; Y02E  10/721
443818332,KR20140005944,TOWER SUPPORTING SKID,"A skid for supporting a tower is disclosed. According to an aspect of the present invention, provided is the skid for supporting a tower, which comprises: a base installed in a bottom surface; a moving block arranged on the base; a plurality of lifting bolts coupled to the moving block; and a tower mounting unit supported by the moving block, wherein a tower is mounted. Each of the lifting bolts is bolting coupled to the moving block to vertically penetrate the moving block, can be vertically moved to the moving block along a screw line, wherein a lower end is formed to be a round hemisphere shape.",2014,B63B  35/00; F03D  11/00; F03D  80/00
443822439,KR20140070019,INSTALLING METHOD OF OFFSHORE WIND POWER PLANT,The present invention relates to a construction method of an offshore wind power generator. The construction method comprises: a master tower installation step of installing at least two or more master towers on a base structure; an upper assembly transfer step of enabling the upper assembly to be inserted between master towers; a first lifting step installing a one-stage lifting module to each master tower to fixate a lifting ring; an upper post transfer step of enabling the upper post to be inserted between the master towers; a second lifting step of installing a two-stage lifting module to each master tower to fixate the lifting ring; a lower post transfer step of enabling the lower post to be inserted between the master towers; a third lifting step of installing a three-stage lifting module to each master tower to fixate the lifting ring; a lower post fixating step of fixating a lower end of the lower post to the base structure; a three-stage lifting module disassembling step; an upper post fixating step of connecting the upper post with the upper end of the lower post; a two-stage lifting module disassembling step; an upper assembly fixating step of connecting an upper assembly with the upper end of the upper post; and a one-stage lifting module disassembling step.,2014,F03D   1/00; F03D  11/04; F03D  11/00; Y02E  10/72; F03D  80/00; F03D  13/22
443824482,KR20157016670,FLOATING STRUCTURE,"? ??? ???, ? ?? ????, ?? ???? ?? ?? ?? ???? ???? ??? ?? ?? ???? ???? ???? ?? ?????, ?? ?? ???? ???? ??? ???? ????, ?? ????, ??? ???, ??? ????, ?? ???? ??? ??? ??? ???? ???, ?? ????, ?? ???? ???? ?? ???? ??? ??? ??? ??? ??? ??? ???? ?? ????? ??? ???? ?? ??? ??? ???? ??.",2014,B63B   1/107; B63B  35/44; F05B2240/93; B63B2035/446; F05B2240/95; Y02E  10/725; B63B   5/20; B63B  43/06; F05B2240/40; B63B2001/128; B63B   1/12; F03D  13/25; F03D   1/00; Y02E  10/727; F03D  11/04; B63B   1/04; B63B   1/10
443845779,US201314427230,Gravity-based foundation system for the installation of offshore wind turbines and method for the installation of an offshore wind turbine foundation system,"The present invention relates to a gravity-based foundation system for offshore wind turbine installation that comprises three floating concrete bases built with self-floating concrete caissons, equipped with valves for filling them with water and emptying the water out enabling their ballasting and anchoring at their final location; a metal structure which connects the floating concrete bases by means of a connecting element to the wind turbine tower, and a metal element which connects the floating concrete bases to the wind turbine, metal element on which a docking area is installed, a maintenance platform and access stairs, and it also relates to a method of installation of the gravity-based foundation system.",2013,E02B2017/0091; E02D  27/425; E02B2017/0069; E02B2017/0065; E02D  27/10; E02D  27/52; E02D  27/42; E02D  23/02; E02B  17/00; E02D  27/22; E02D  27/50
443863180,KR20140002253,Sea Wind Turbine Cradling and Trsansferring Apparatus And Sea Wind Power Generator Installing Ship therof of it,The present invention relates to an apparatus for holding and transferring an offshore wind power generator and a ship for installing an offshore wind power generator having the same. The present invention comprises: an assembly unit where an offshore wind power generator which is separated for each component is assembled; an installation unit enabling the assembled offshore wind power generator to be installed on water; a jig where the offshore wind power generator is assembled to be mounted; and a holding and transferring device positioned between the assembly unit and the installation unit and enabling at least one jig where the offshore wind power generator is mounted to be held or transferring the jig from the assembly unit to the installation unit.,2014,B63B  35/44; B63B  27/00; F03D  11/04; Y02E  10/725; Y02E  10/727; F03D   9/00; B63B2035/446
443870292,KR20140163166,WIND POWER GENERATING APPARATUS,"The purpose of the present invention is to provide a wind power generation apparatus minimizing an effect of a yaw control trouble due to a defect of a yaw driving device to have a high usage-available rate. The wind power generation apparatus comprises: a tower installed on the ground or on the sea and formed to be a support of a power generator; a nacelle installed on the tower and having the power generator therein; and a rotor installed in one end part of the nacelle and comprising a hub and a blade receiving wind to be converted into rotational energy. The wind power generation apparatus has the yaw driving device which is installed in a connection portion of the tower and the nacelle and controls a position of the nacelle and the rotor with respect to the tower. Moreover, the yaw driving means has a releasing means releasing transmission of a yaw driving force.",2014,F03D   7/0204; F03D  15/00; F03D  15/10; F03D   1/02; F03D  80/88; F05B2260/4031; F03D   7/02; F03D  13/25; Y02E  10/727; Y02E  10/723
443895468,JP20150504834,?????????????????????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,F03D  13/25; E02D  27/32; Y02E  10/727; B63B2035/446; E02D  27/425; Y02B  10/30; F05B2240/95; B63B  35/44; E02B2017/0091; E02D  27/52; E02D  27/42
443916748,JP20140026110,POWER DEVICE,"PROBLEM TO BE SOLVED: To provide a power device acting as a power generating device utilizing wind power that shows a sufficient rotating force without receiving any substantial influence by wind direction or strong or weak wind in which its maintenance work can be easily carried out even if the device is installed on the ocean, it has a countermeasure system avoiding wind pressure under strong wind to avoid damage, it has a structure that can be adapted for a quite small-sized unit to a large-scaled megawatt class and it can also be applied to a power generator utilizing water power in a tide flow or river.SOLUTION: This invention provides a power device in which several rotary blade sets are installed on a circumference with a rotating shaft 1 being applied as a center, the rotary blade sets are constituted of a front blade 4 and a rear blade 5, they are formed in such a way that the front edge of the front blade faces an outside part of the circumference and the rear edge thereof faces a direction along the circumference, the rear blade is positioned outside the rear edge of the front blade, the front edge of the rear blade faces a circumferential direction and the rear edge is formed to face toward the inside of the circumference.",2014,F03D   3/06; Y02E  10/74; F03D  11/00
443959210,CN201510272851,Flanged valve chromium alloy union spring sea wind power generation platform,"The invention relates to a power generation auxiliary device for an island or an offshore area, in particular to a flanged valve chromium alloy union spring sea wind power generation platform. According to the flanged valve chromium alloy union spring sea wind power generation platform, platform hinges are arranged on the circumference edge of an operation platform and connected with the upper ends of union spring two-way buffers, the lower ends of the union spring two-way buffers are connected with fixing supporting legs, an electro-mechanical transformation unit, an energy storage cabinet and a cooling pump are fixedly installed on the operation platform, a wind wheel rotating shaft stretches out from a top cover of the electro-mechanical transformation unit and supports a blade rotating wheel fixedly, a suction inlet of the cooling pump is provided with a pump suction pipe upper section, and a horizontal flange check valve is connected between the pump suction pipe upper section and a filtration suction pipe lower section in series. As an improvement, an upper end cover is provided with an upper cover external thread, the outer side face of the upper end cover is provided with a device upper end, the inner side face of the device upper end is provided with an upper cover threaded hole and a cylinder union concave conical surface, and the upper cover threaded hole is connected with a rod external thread in a fastened mode; the upper cover external thread is in thread fastened fit with a cylinder outer ring internal thread, so that a cylinder union cambered surface makes close contact with the cylinder union concave conical surface.",2015,C22C  38/06; C22C  38/26; C22C  38/22; F03D  11/04; F16F   1/06; F16F  13/007; F16F   1/024; Y02E  10/727; B63B  35/44; B63B  35/00; B63B2035/446; F16F   1/02; F16F   9/32; F16F  13/00; F16K  15/03; F16F   9/16; F16F   9/36; F16K  15/038; C22C  38/38; F16F   9/34; F03D  13/25
443972700,CN201380067210,Controlling motions of floating wind turbines,"A motion controller for a floating wind turbine with a plurality of rotor blades, is arranged to control a motion of the floating wind turbine in a yaw direction. The controller adjusts the blade pitch of each rotor blade so as to create a net force to control the motions. The controller includes a control action which is proportional to a yaw offset angle and/or a control action which is proportional to an integral of the yaw offset angle.",2013,F03D   7/0224; Y02E  10/723; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2260/96; F05B2270/705; Y02E  10/727; F05D2210/12; F05B2240/93; Y02E  10/721; F05D2240/90
444006480,CN201520266017U,Float supplementary power generation facility of formula offshore wind farm wave energy,"The utility model relates to a with the device, especially a float supplementary power generation facility of formula offshore wind farm wave energy of nature energy electricity generation, its structural feature lies in, including a plurality of air chambers in the inner chamber of floating platform, this a plurality of air chambers use headed by the air inlet housing, the discharge chamber is consecutive as the tail, have opened the air vent between two adjacent air chambers, and every air vent all is provided with the one-way valve that ventilates, all is provided with a hydroecium below every air chamber, and the hydroecium feeds through in the sea water, opened two draught holes between air chamber and the hydroecium, a plurality of floating platforms link to each other: the venthole of previous floating platform leads to the inlet port of a back floating platform through the pipe connection parallel connection, the air current of compression is connected to air turbine through airflow channel, and this air turbine then connects the alternator pivot. The advantage lies in, has realized marine wind energy, and two kinds of electricity generation forms of wave energy are used multipurposely, effectively combines the deep sea wind-powered electricity generation with the wave energy, realizes the complementation of electric power under the complex environment, guarantees power output's stability, is favorable to being incorporated into the power networks.",2015,F03D   9/00; Y02E  10/725
444006502,CN201420671292U,A jacket cap structure that is used for a marine wind power hookup fan tower section of thick bamboo basic with jacket,"The utility model discloses a jacket cap structure that is used for a marine wind power hookup fan tower section of thick bamboo basic with jacket, include the tower section of thick bamboo base as fan tower section of thick bamboo downwardly extending part, as make progress extend portion's jacket cap stand of jacket spud leg for the variable cross section box roof beam of hookup tower section of thick bamboo base and jacket cap stand is as the stull that copulates the structure between the stand. Variable cross section box liangyou endosternum wherein, outer web, top panel and lower panel are formed. The utility model discloses a structure simple structure, pass power mechanism reasonable, build convenient, easily installation, the institute wind-engaging wave current power little, can reach simplify the construction process, reduce structure environmental load, purpose that safe and reliable utilized the wind energy.",2014,F03D  11/04; Y02B  10/30
444022752,TW20132142819,Design method of an offshore wind power semi-submersible ship style floating platform,"A design method of an offshore wind power semi-submersible ship type floating platform, which includes a step of inputting the size of a vertical floating body, a step of inputting the number of vertical floating bodies, a step of inputting the distance of the vertical floating body, a step of inputting the size of a horizontal floating body, a step of inputting the number of horizontal floating bodies, a step of inputting the distance of the horizontal floating body, a step of verifying the metacentric height, and a step of verifying the ratio of the righting moment AUC (area under curve) to the overturning moment AUC, whereby this invention allows to design an offshore wind power semi-submersible floating platform containing at least two kinds of ship floats, and with the use of parametric design, this present allows the computer to achieve automatic repeat of all steps after changing the parameters, so as to re-establish in a short time the offshore floating platform geometry, to thereby achieve the growth of economic benefits.",2013,B63B  35/44; F03D  11/00; G06F  17/50
444038478,PE2015000201,CONVERSION DE ENERGIA UNDIMOTRIZ,"La invencion describe a un convertidor de energia undimotriz (WEC, por las iniciales en ingles de Wave Energy Converter) que tiene una porcion de cuerpo con una cara y por lo menos una membrana flexible que limita, por lo menos parte de un volumen de un fluido para formar una celda de volumen variable. La membrana esta inclinada respecto de la vertical para proveer un pasaje liso para que el flujo de la energia undimotriz de una ola pase sobre el WEC a la vez que deforma por lo menos una membrana hacia el cuerpo para comprimir al fluido. La(s) celdas(s) puede(n) estar sumergidas o flotando. La inclinacion de por lo menos una membrana contribuye a convertir las energias potencial y cinetica de la ola en una presion en el interior del fluido. La presion del fluido en el interior de la(s) celda(s) y/o el sistema de WECs se puede optimizar para adecuarse a las condiciones de la ola y/o del rendimiento",2013,F03B  13/16; F03D  13/25; F05B2240/97; F03B  13/188; F03B  13/189; F03B  13/1895; F03D   9/008; F05B2240/93; Y02E  10/38; F03B  13/14; F03B  13/1885; F03B  13/22; F03D   9/25; F03B  13/12; F03B  13/24; F05B2240/40; Y02E  10/72
444066487,CN201510289084,Pile-bucket combination structure foundation of offshore wind power generator,"The invention discloses a pile-bucket combination structure foundation of an offshore wind power generator. The pile-bucket combination structure foundation of the offshore wind power generator comprises a pile and a bucket body, wherein the bucket body comprises a bucket cover, a bucket skirt, a sleeve and ribbed plates; the sleeve is arranged in the bucket skirt and is arranged on the pile in a sleeving way; the ribbed plates are connected between the sleeve and the bucket skirt; the bucket cover seals and covers the top part of the bucket skirt. According to the pile-bucket combination structure foundation of the offshore wind power generator, disclosed by the embodiment of the invention, the bearing capacity is good, and the construction technology is simple.",2015,F03D  13/25; F03D  11/04; Y02E  10/727; E02B2017/0078
444077539,CN201480003675,Floating structure,"This floating structure, which is provided attached to a supported body for the purpose of installing the supported body in the ocean in a floating state, is equipped with a floating unit connected to the base end of the supported body. The floating unit has a steel cover, a steel outer tube, and a steel inner tube provided inside the outer tube. The floating unit is covered by the aforementioned cover, with concrete or mortar filling at least a portion of a gap formed between the outer wall surface of the inner tube and the inner wall surface of the outer tube.",2014,B63B   1/107; F03D  13/25; F05B2240/93; B63B   1/04; B63B   1/10; B63B   1/12; B63B  35/00; F03D   9/00; F03D  13/20; Y02E  10/727; B63B2035/446; B63B   5/20; B63B  35/38; B63B  43/06; F05B2240/40; F05B2240/95; Y02E  10/725; B63B  35/44; B63B2001/128
444100640,CN201420801348U,Special installation ship of marine intertidal zone wind turbine generator system,"The utility model discloses a special installation ship of marine intertidal zone wind turbine generator system, the leading truck is fixed on the hull, the sea worker hangs the welding on the hull, the water tank setting is adjusted in the inside both sides of hull to the tail, just is located the leading truck under, the NO2 ballast tank sets up in the inside both sides of hull, and is located the sea and is good at the fixed bolster that hangs under, the inside both sides at the hull are installed in NO6 windlass cabin, fresh-water tank and oil fuel tank set up respectively on the corresponding position of the inside of hull, the NO1 ballast tank is adjacent with first regulation water tank, the first bow department that adjusts the water tank setting at the hull, an arranges in above the main deck on the deck, B places in on the deck above the A deck. The utility model discloses through finite element analysis, carry out special enhancement in the end opening subregion of main deck for the main deck is from the ship stern to bearing even deck load apart from the 47m region, for the walking of 600T level crawler crane, construction. Construction cost has been practiced thrift greatly.",2014,B63B  35/00
444100659,CN201520180308U,Adopt tow boat of wide width wing design,"The utility model provides a pair of adopt tow boat of wide width wing design, including boats and ships main part, bow wide width wing, midships section wide width wing and stern wide width wing, wherein, bow wide width wing, midships section wide width wing, stern wide width wing form fixed whole with the planking of the both sides of boats and ships main part, and the planking rounding off between bow wide width wing, midships section wide width wing and the stern wide width wing links to each other. The advantage of this tow boat lies in adopting the wide width wing design, and no matter time cost, human cost, fuel performance, airworthiness ability, security performance etc. All have obvious advantage, verify through real ship, can practice thrift the fuel and be about 7%, but wide application in all kinds of tow boats have extensive popularization and applied practical value, spacious stern deck has been guaranteed in the wide width wing design, can provide safer operation, can also be used to stacking container formula goods, perhaps carries out the spilled oil recovery operation, can be used to the diving operation support of carrying out the maintenance of marine fan and providing the shallow water territory simultaneously.",2015,B63B  35/66; Y02E  10/727
444105989,CN201520090232U,Marine fan basis of raft board gravity type,"The utility model relates to a marine fan basis of raft board gravity type. The utility model aims at providing a construction process is simple, sea construction task cycle is short, be applicable to the marine fan basis of raft board gravity type that the overburden is thin, the basement rock buries more shallow or even naked rock texture base to avoid the engineering risk that arouses because of the pile sinking is not in place. The utility model provides a: a marine fan basis of raft board gravity type which characterized in that: this fan basis is prestressed concrete structure, including the bottom plate main barrel body central with being located the bottom plate upper surface, wherein the bottom plate adopts the raft plate structure, uses main barrel body to be the radial girder of evenly arranging as the center at the upper surface of bottom plate, and it is continuous that the secondary beam is passed through to the outer end of double-phase adjacent girder, the bottom plate outward flange setting board of encorbelmenting, the bottom plate constitutes wholly with main barrel body, girder, secondary beam and the board of encorbelmenting. The utility model is suitable for an offshore wind power generation trade.",2015,E02D  27/44; E02D  27/42
444105991,CN201520093548U,Marine wind power unit caisson foundation structure,"The utility model discloses a marine wind power unit caisson foundation structure, include caisson (1), solid filling (2) and rise lumps ground mass bed (3), solid filling (2) rise lumps ground mass bed (3) and set up the bottom in caisson (1) in the inside of caisson (1). The utility model discloses marine wind power unit caisson foundation structure utilizes the caisson as wind turbine generator system on water basis, compares with traditional gravity type wind turbine generator system basis, does not need the large-scale ship that hangs to carry out construction and installation, has reduced wind turbine generator system on water construction and to large-scale reliance of hanging the ship, has handled the liter thick liquid of piece ground mass bed, has reduced subsiding of basic service time.",2015,E02D  27/52; E02D  27/42; E02D  27/44
444105999,CN201520299316U,Marine wind power basis flange structure,"The utility model discloses a marine wind power basis flange structure, including single tube stake and top flange, the single tube stake becomes the tube-shape, and the one end in the single tube stake is fixed to the top flange, and single tube stake perpendicular to top flange, top flange include top surface and bottom surface, and the single tube stake is welded in the bottom surface of top flange, and the bottom surface is located the one end of top flange, and the top surface is located the other end of top flange, and the internal diameter of top surface is greater than or equals the internal diameter of single tube stake, and the external diameter of top surface is less than or equals the external diameter of single tube stake. The utility model discloses when the jump bit pile sinking, jump bit direct action in top surface makes the top flange give the single tube stake with the even transmission of impact load to reduce the coefficient of stress concentration of the hot spot regions such as welding seam, fillet of top flange, thereby reduce fatigue damage, reduce the construction risk.",2015,E02D  27/42; E02D  27/44
444106003,CN201520210936U,Marine wind power is from floating concrete gravity type fan basis,"The utility model discloses a marine wind power is from floating concrete gravity type fan basis, its constitution includes: concrete cavity, steel-pipe pile, outer platform, ballast and water, lug, blotter, sea level and sea bed, its characterized in that: the concrete cavity place on laying the blotter on the sea bed in advance, ballast and water setting are inside the concrete cavity, the steel-pipe pile setting is on the concrete cavity, outer platform exposes extra large graphic settings on the steel-pipe pile, still be equipped with four lugs on the concrete cavity to concrete gravity type foundation is hoisted to the convenience. It is applicable to various types of sea beds, compares with traditional concrete gravity type foundation, and the hand labor volume that has significantly reduced has reduced marine construction operation risk, and work progress convenient and fast can obviously save construction cost.",2015,E02D  27/44; E02D  27/42
444108667,CN201520306476U,Aerial formula aerogenerator that floats,"The utility model discloses an aerial formula aerogenerator that floats, aerogenerator install at the gasbag top, and one side of gasbag is equipped with the air intake, and the bottom of gasbag is equipped with the air exit, and the gasbag is inside to be filled with the gas that density is less than the air, and the gasbag is equipped with the rope draw gear who is connected with ground. The air multiplier is the cavity wall sleeve, and cavity wall sleeve inside is the axial phoenix through-hole that draws promptly, be annular inlet air channel between the telescopic cavity wall of cavity wall, annular inlet air channel's left end mouth is equipped with the air-out gap, and annular inlet air channel's right-hand member mouth and the right-hand member mouth that draws the phoenix through-hole all communicate the air intake, and the air-out gap is located the gasbag, the left end mouth of air multiplier is higher than the right-hand member mouth. The utility model discloses utilizing the more wind of air multiplier attraction to get into the gasbag from drawing the phoenix through-hole, blowing out the wind of 15 times original wind speed airs exhaust downwards and promotes the gasbag come-up in the hole of airing exhaust simultaneously, and the air of process heating makes the gasbag float to higher height, obtains stronger pnematic power, improves aerogenerator's efficiency.",2015,Y02E  10/72; F03D   1/04; F03D   9/00; Y02P  70/523
444108673,CN201520202641U,Self-adaptation collection wind formula wind power station on water,"The utility model relates to a self-adaptation collection wind formula wind power station on water, including collection wind device and wind generating set, collection wind device is equipped with album wind gap and air outlet, and the air outlet is established on the body towards wind generating set, collection wind device and wind generating set, and the body floats on the surface of water, and the body is through the connecting piece and the body rotatable coupling that moors, during the wind direction change, collect the wind device and center on mooring body rotation with wind generating set along with the body on the surface of water, make collection wind gap automatic adjustment to facing the direction of the wind comes from, the long-pending size of collection windpiston is adjustable, the body comprises a plurality of body units, and the body unit includes body and support post, and the body body suspends under water. The utility model discloses can automatic adapt to and follow the wind direction and change, the integrated installation wave energy and solar power system improve and synthesize economic benefits. The utility model discloses intensity is high, and the body body suspends in the underwater, and it is little influenced by the stormy waves, and wave-power generation device can suppress the effect of waving of wave, possesses the unrestrained ability of high wind of resisting.",2015,Y02E  10/38; F03D   9/00; F03B  13/14; H02S  10/12; B63B  35/44; Y02E  10/725
444108687,CN201520298107U,Fan tower flange for section of thick bamboo,"The utility model provides a fan tower flange for section of thick bamboo, sets up in last lower column section of thick bamboo link, including three cooperation flange spare, flange spare I is a ring body, and inner wall of ring body central line department is provided with the bulge loop that extends to the centre of a circle, and in the end of an upper column section of thick bamboo and the upper end of a lower column section of thick bamboo were all inserted and is located flange spare I, the bulge loop separated both, goes up lower column section of thick bamboo outer wall and the same with flange spare I inner wall of ring body radian and is connected through the bolt-up, ring that cross-section that flange spare II, III be the symmetry appeared for L, and flange spare II, III sets up respectively in the last lower extreme of bulge loop, and flange spare II, III includes vertical circular arc anchor ring and level end face, and vertical circular arc anchor ring outer wall and last lower column section of thick bamboo inner wall coordinate bolted connection, level end face and bulge loop bolt fixed connection. Improve joint strength greatly, prolonged life to simple structure, low cost.",2015,F03D  11/00
444108701,CN201520060051U,Marine fan single pile basis integrated form accessory structure,"The utility model relates to a marine fan single pile basis integrated form accessory structure. The utility model aims at providing a simple structure, construction convenience's marine fan single pile basis integrated form accessory structure to reduce the attached components are installed degree of difficulty, save the marine construction operation time, eliminate risks such as attached member pile destruction. The utility model provides a: the utility model discloses the whole suit of accessory structure is on the single pile basis to support on the predetermined support bracket in single pile basis lower part stake surface, but accessory structure includes the outer platform of fan, cable protection pipe, collision avoidance system, sacrificial anode and a plurality of suit collar tie beam on the single pile basis, and the collar tie beam is arranged with collar tie beam keep (shenglvehao)at a certain distance away, concentric coaxial, is connected through cable protection pipe, collision avoidance system and a plurality of collar tie beam bracing piece between the platform outward with the fan with the collar tie beam between the collar tie beam and is whole, sacrificial anode welds on below collar tie beam or the lower part of collar tie beam bracing piece. The utility model is suitable for an offshore wind power generation trade.",2015,E02D  27/42; E02D  27/44
444207018,ES20090808941T,"Sistema de interconexiÛn elÈctrica entre al menos un generador de energÌa elÈctrica y un sistema de transferencia de energÌa elÈctrica, en un entorno marino","El sistema de interconexiÛn para la interconexiÛn elÈctrica entre al menos un generador de energÌa elÈctrica (100) y un sistema de transferencia de energÌa elÈctrica (200) (por ejemplo, un cable submarino) comprende un dispositivo flotador (1) sumergible con flotabilidad positiva, un subsistema de anclaje (2, 3) para para anclar el dispositivo flotador en el fondo marino, y un subsistema de interconexiÛn elÈctrica (4) para interconectar los generadores de energÌa elÈctrica (100) y el sistema de transferencia de energÌa elÈctrica (200). El subsistema de interconexiÛn elÈctrica (4) est· asociado al dispositivo flotador (1). La invenciÛn tambiÈn se refiere a una instalaciÛn y a un mÈtodo correspondientes.",2009,F03D   9/00; F03D  13/25; Y02E  10/725; F03D   9/255; B63B  21/502; F05B2240/95; F03D  13/22; F05B2240/93; F05B2240/96; Y02E  10/727
444210857,US201314356605,Method for transporting an offshore wind turbine in a floating manner,"A method for transporting an offshore turbine, by which a frame construction is first mounted on the deck of a transportation and installation ship; a pre-made wind turbine foundation is then connected to the frame construction from beneath and temporarily fixed thereon by a steel wire tightened by a hoisting device provided on the ship; on the top of the pre-made turbine foundation a transition segment is connected; and finally, on the top of the transition segment, a wind turbine tower, a wind turbine head and blades are assembled in turn to form a finished wind turbine machine, which is now ready to be transported to an installation site.",2013,F03D   1/00; F05B2230/6102; Y02E  10/727; B63B  35/003; E02B  17/02; F03D  13/22; E02B2017/0091; F05B2240/95; E02B  17/00; F03D  13/20; F03D  13/25; F03D  11/04; F03D  13/40; Y02P  70/523; B63B  35/00; E02B2017/0047
444232378,DK20050255846T,Elektrisk maskine med dobbeltsidet stator,NULL,2005,B63H   5/125; B63H  23/24; F05B2220/7068; H02K   1/12; F03D   9/00; F03D  80/60; Y02E  10/725; F03D   9/25; H02K   1/20; H02K   5/20; H02K   7/086; H02K  16/00; B63H  21/17; H02K   7/14; F03D  15/20; H02K   7/1838; H02K  16/02; F05B2220/7066; H02K   1/06; H02K  21/12; B63H2005/1258
444250605,AU20140232004,Floating offshore wind power generation facility,"[Problem] To make it possible to, in a spar type floating offshore wind power generation facility, suppress a reduction in power generation efficiency due to tilting of a tower, suppress rotational motion (yaw motion) around a vertical axis, prevent a ship from coming into contact with a mooring cable, and at the same time appropriately hold the tilted posture state of the tower. [Solution] A floating offshore wind power generation facility (1) configured from a floating body (2), a mooring cable (3), a tower (4), and a windmill (5) installed at the top of the tower (4) and composed of a nacelle (6) and a plurality of blades (7), wherein the rotation axis of the windmill (5) has a predetermined upward angle in order to avoid contact between the blades (7) and the tower (4), and the windmill (5) is of a downwind type in which the blades (7) are attached to the leeward side of the nacelle (6) and installed with the back surfaces of the blades (7) facing windward, and the mooring point of the mooring cable (3) to the floating body (2) is set at a position below the surface of the sea and higher than the center of gravity of the floating body (2).",2014,B63B2039/067; F03D  80/70; B63B   5/18; B63B2001/044; B63B2035/442; F03D  13/25; B63B   1/048; B63B  21/50; F03D  13/10; Y02E  10/721; Y02E  10/726; B63B   5/22; B63B2035/446; F03D   9/25; F03D  11/04; F05B2240/95; Y02E  10/725; B63B  35/44; B63B  39/005; B63B2021/505; E02D  27/425; F05B2240/93; B63B  39/06; F03D   9/00; F03D   1/06; F03D  13/22; Y02E  10/727
444296570,GB20150011857,Platform and assembly solution for a floating offshore device,"Apparatus for supporting a device in a body of water comprises surface piercing buoyancy elements (3, Fig 7) radially spaced apart from a spar 7 in a fixed geometric relationship. A lower end of the spar element extends below the surface piercing buoyancy elements while an upper end supports the device that may be a wind turbine tower. The apparatus which may have an open ended centre column (4, Fig 7) may be constructed, launched and used as a floating platform for the afloat assembly of a centre spar and wind turbine. The spar may be lowered into the centre column and fixed by bolting and grouting (11, Fig 7). The spar may then be ballasted to achieve the required level of stability for the floating body such that it can safely support a wind turbine that is bolted to the ballasted spar.",2015,B63B   1/107; F03D  13/25; F05B2240/93; B63B  35/4406; B63B2035/442; B63B  35/44; B63B2035/446; B63B2001/145; B63B  75/00; Y02E  10/726; B63B2001/044
444311625,US201314440624,"Floatable transportation and installation structure for transportation and installation of a floating wind turbine, a floating wind turbine and method for transportation and installation of the same","Further, the invention relates to a floating wind turbine comprising securing counter means connectable to securing means of a floatable transportation and installation structure according to the before mentioned kind and to a method of transportation and installation of such a floating wind turbine.",2013,F03D  11/04; Y02E  10/727; B63B   1/107; B63B  21/50; B63B  35/44; B63B2021/505; F05B2240/93; B63B  35/00; E02B2017/0047; Y02B  10/30; E02D  27/50; B63B   1/10; B63B   1/12; E02B2017/0039; E02B2017/0095; B63B  35/003; B63B2001/128; B63B2035/446; E02B  17/02; E02B2017/0091; F03D  13/22; F05B2240/95; E02B  17/04; E02D  27/52; Y02E  10/721; E02B  17/00; F03D  13/25
444327191,CN201510163309,Application method of water surface floating plant crushing apparatus,"The invention relates to an application method of a water surface floating plant crushing apparatus, the water surface floating plant crushing apparatus is formed by hulls, a pulverizer and a power generation system. The pulverizer is arranged between two abreast hulls, a solar energy generating plate and a wind power generator are arranged at top of the hull, a propeller is arranged at rear part of two hulls, a storage battery is arranged in the hull, the solar energy generating plate and the aerogenerator are connected to the storage battery, the storage battery is connected to a motor, a cable is fixed at river side for working, work can be carried out by artificial operation or pedal, or automatic work can be carried out by an automatic cruise module, and the crushed plant slag can be discharged into water.",2013,A01M  21/02; Y02E  10/727; B02C  18/16; E02B  15/10; B02C  18/24; B02C  18/10
444340785,CN201510350605,Sea wave driven generator having composite rotary wind power generation function,"The invention discloses a sea wave driven generator having a composite rotary wind power generation function. The sea wave driven generator comprises a generator base, a wind power rotation body, a wave floating body, an excitation portion and a sensing portion. The excitation portion and the sensing portion can produce electric energy by electro-magnetic induction through movements of the wind power rotation body and the wave floating body. The invention further provides another sea wave driven generator having a composite rotary wind power generation function. The sea wave driven generator comprises a generator base, a wind power rotation body, a wave floating body, a first excitation portion, a second excitation portion, a first sensing portion and a second sensing portion. A through hole is formed in the generator base, the wave floating body and the wave floating body are connected to form a whole and jointly penetrate in the through hole formed in the generator base to perform linear movement in the axis direction of the through hole. The excitation portion and the sensing portion can produce electric energy by electro-magnetic induction through movements of the wind power rotation body and the wave floating body. The occupied space or occupied area of the sea wave driven generator is decreased, and power generating efficiency is also improved.",2015,F03B  13/12; F03D   9/25; F03D   9/00; Y02E  10/725
444350069,CN201510299575,Cooling system of offshore wind power main transformer,"The invention discloses a cooling system of an offshore wind power main transformer. The cooling system comprises the main transformer, an emergency oil tank, an emergency oil pipe and a cooling water tank. The main transformer is provided with a water cooling system and an oil collecting pit for collecting drained emergency oil. The emergency oil tank floats on the sea surface and is positioned below the main transformer. The oil inlet end of the emergency oil pipe and the oil outlet end of the oil collecting pit are arranged correspondingly, the oil outlet end of the emergency oil pipe and the oil inlet end of the emergency oil tank are arranged correspondingly, and the emergency oil pipe is used for guiding the drained emergency oil in the oil collecting pit into the emergency oil tank. The cooling water tank is connected with the emergency oil tank, is positioned below the same and provided with a water return pipe, a water outlet pipe and a pump body arranged on the water outlet pipe or the water return pipe. The water return pipe is communicated with the water outlet end of the water cooling system, and the water outlet pipe is communicated to the water inlet end of the water cooling system. The cooling system of the offshore wind power main transformer has the advantages that occupied space of an offshore booster station platform can be saved, an air cooling mode for decreasing the temperature of the main transformer can be substituted, and good cooling effect and energy saving are achieved.",2015,H01F  27/14; B63B  38/00; H01F  27/16
444381315,CN201520110243U,Can change rotary device of leaf vane angle degree,"The utility model discloses a can change rotary device of leaf vane angle degree's know -why and specific implementation device, the main characteristic of this kind of can change rotary device of leaf vane angle degree are that the change can be adjusted in the leaf vane angle degree position of installing on leaf oar shaft ware. Two kinds that it gave an example the change of leaf vane angle degree are: whole leaf vane angle degree at leaf oar stiff end changes the type, change type at local position leaf vane angle degree. Can change rotary device of leaf vane angle degree can be used to the pivoting leaf oar and promote the rotatory passive slewing device of leaf oar to the rotatory equipment of the initiative of some material production effect, some material that also can be used to in the motion, specifically be for example: wind -force hydroelectric power generation, ship propulsion, aircraft impel, stirring, processing, propulsion, the throwing of gas, liquid, the oar body, granule and material are got rid of, are punched and promote the rotatory device of leaf oar with these materials. Its technological and method for of this kind of can change rotary device of leaf vane angle degree, the use is extensive in a lot of fields.",2015,B63H   3/00; F03D   3/06; F03D   1/06; Y02E  10/721; F03B   3/14; Y02P  70/523; Y02E  10/223; B64C  11/30; Y02E  10/74
444389405,CN201520129618U,Semifloating damping style vertical axis wind generating set,"The utility model provides a semifloating damping style vertical axis wind generating set, including the pylon and locate the fan blade drive assembly of pylon, fan blade drive assembly is including wind wheel group and perpendicular vertical scroll rotary system, wind wheel group includes lift type blade and fan blade support bracket, the perpendicular vertical scroll rotary system of includes generator and stand, and a tip and the stator of generator of stand are connected, and a tip and the lift type blade retention of fan blade support bracket are connected, and another tip of fan blade support bracket and another end connection of stand are provided with the semifloating style spring vibration damper who vibrates when reducing the operation of fan blade drive assembly, and the generator passes through semifloating style spring vibration damper and installs in the pylon. Adopt semifloating style spring vibration damper to connect and send out fan blade drive assembly and pylon, make the utility model discloses can be in can also equilbrium running, the normal electricity generation when operateing that high wind is high -speed, anti high wind ability is good, and safety is stabilized in the operation, the generating set simple structure, low cost, the dough stability is stronger, and the security is higher.",2015,F03D   9/00; Y02E  10/72
444389421,CN201520367897U,Marine power generation facility,"The utility model provides a marine power generation facility belongs to mechanical technical field. This marine power generation facility includes the floating platform, the inside generator that is provided with of floating platform, the top of floating platform is provided with the pylon, the outer winding of pylon has the spiral pipe, the top of pylon is provided with aerogenerator and wind -force impeller, wind -force impeller and aerogenerator's input shaft, the below of floating platform is rotated and is provided with the rotation axis, and the input shaft with the generator is stretched into in the floating platform on the top of rotation axis, be located that the outside of the rotation axis of floating platform below is equidistant to have linked firmly a plurality of connecting plates, the top of every connecting plate has all linked firmly connecting strip no. 1, the outer end of connecting strip no. 1 has all linked firmly and has been the oval -shaped upper end cover, the bottom of every connecting plate has all linked firmly connecting strip no. 2, the outer end of connecting strip no. 2 has all linked firmly and has been the oval -shaped bottom end cover, upper end cover and bottom end cover between be provided with the water wheels blade. This marine power generation facility has the advantage that the generating efficiency is high.",2015,F03B  13/00; F03D   9/00; Y02E  10/725
444389425,CN201520271476U,Offshore wind power generation device,"The utility model discloses an offshore wind power generation device, including a plurality of wind turbine generator system, energy memory and work platform, wind turbine generator system is located the pylon top, wind turbine generator system includes wind wheel, increasing gear and generator, the wind wheel with be equipped with the brake disc between the increasing gear, increasing gear with the generator passes through the transmission shaft and connects, the body structure is connected to the pylon bottom, work platform locates on the support frame, energy memory is fixed in on the work platform, wind turbine generator system links to each other with energy memory, energy memory is electrically connected with the switch board, a plant maintenance room is provided on the work platform, the utility model discloses combining together fixed support and floated support, having realized the combination utilization of two major fixed forms, have the good dough stability, wind turbine generator system and energy memory adopt new distribution mode simultaneously, guaranteeing the power output's on the basis of steadily, have reduced transmission losses.",2015,F03D   1/00; Y02E  10/72
444389431,CN201520344706U,Clamp valve spring island reef wind power generation equipment,"The utility model relates to an island electricity generation auxiliary device, a clamp valve spring island reef wind power generation equipment has the bi -directional buffer upper end of platform hinge and clamp spring to be connected mutually on work platform's the circumferential edge, the bi -directional buffer lower end of clamp spring is connected with fixed stabilizer blade mutually, the last fixed mounting of work platform has electromechanical interpreter group and energy storage to store the cabinet and the pump use in the cooling, it has the cooling duct with pump discharge port and electromechanical interpreter across block to cool off, electromechanics has the wind wheel shaft to project on changing the unit upper cover, the fan blade rotary wheel in wind wheel shaft fixed stay, between pump straw upper segment and the filter pipet hypomere also the series connection have a horizontal check valve of clamp, as the improvement: upper end clamp lid verso has the upper cover conical surface, and the urceolus conical surface is symmetrical with the upper cover conical surface, the left conical surface and the last hoop right side conical surface are bound round on having in the clamp to half -open go up in pairs, and bind round the left conical surface on, and the last hoop right side conical surface cooperatees simultaneously and between the urceolus conical surface and the upper cover conical surface, the half -open clamp of going up is assembled by the fastening of the two sets of bolt and nut of going up group in pairs.",2015,F16F  15/06; F16K  15/03; B63B  35/00
444389447,CN201520317523U,Aerogenerator anchoring bolt assembly installation device,"The utility model discloses an aerogenerator anchoring bolt assembly installation device, it includes horizontal hitch system and braced system, the horizontal hitch system is connected with braced system is detachable, braced system include bracing piece and lower support rod, lower support rod and ground planes linking go up bracing piece one end and are connected with lower support rod is detachable, the other end and detachable connection of horizontal hitch system of last bracing piece are provided with subassembly leveling system, subassembly leveling system and detachable connection of horizontal hitch system in the horizontal hitch system. The utility model discloses an aim at providing one kind to anchoring bolt assembly simple to operate, repeatedly usable's aerogenerator anchoring bolt assembly installation device.",2015,F03D  11/04
444421973,DK20050821100T,Offshore-st¯ttestruktur og fundament til anvendelse med en vindturbine og tilh¯rende monteringsmetode,NULL,2005,E02D  27/425; F03D  13/10; F03D  13/25; Y10S 416/06; E02D  27/42; F04D  29/26; E02B2017/0091; E02B  17/027; F03D  13/22; Y02E  10/727; F05B2240/95
444458890,KR20140162738,WING TURBINE COOLING APPARATUS WITH SUBMERGIBLE CONSTRUCTION,"The present invention relates to an immersible cooling device of a wind turbine. The immersible cooling device of a wind turbine comprises: a tower (10) where a guide rail (15) is formed on one surface; a cooling tank (20) installed on the guide rail (15) of the tower (10) and interlocked with the surface of the sea to vertically move; and a pumping means (30) installed to enable a coolant of the cooling tank (20) to circulate toward the tower (10). Therefore, the cooling tank is disposed outside the tower of a wind turbine in order to exclude equipment such as a fan cooler to enhance inner space utilization and minimizes an effect to marine plants or marine life since the immersible cooling device does not take in seawater.",2014,H01F  27/10; H02K   9/00; F03D  11/00; F03D   7/00; F03D  80/00; Y02E  10/723
444460410,KR20140123723,OFFSHORE WIND POWER EQUIPMENT OF FLOATING TYPE,"The present invention provides a floating offshore wind power generating device comprising: a main floating body having flotage to float on the sea and having a space part arranged in the middle; an auxiliary floating body combined and installed on the main floating body as inserted and arranged in the space part of the main floating body, and having flotage; multiple wind power generators installed vertically on the upper part of the auxiliary floating body to generate power; a position control means connected and installed on the main floating body to control the position of the main floating body; a rolling-inhibiting means connected and installed on the main floating body to maintain the balance of the main floating body by absorbing waves on the sea; and a pier connection part connected and installed on the main floating body to allow a ship to moor on the sea. Accordingly, the floating offshore wind power generating device enables stable wind power generation by maintaining a balance while preventing the main floating body from rolling, which is caused by waves, as waves, which are generated on the sea as the multiple wind power generators have been installed above the auxiliary floating body arranged on top of the space part of the main floating part, are absorbed by the kinetic energy of vertical reciprocation generated by the rolling-inhibiting means together with the position control means.",2014,B63B  35/44; B63B  22/18; B63B  39/005; F05B2240/95; Y02E  10/725; Y02E  60/16; B63B2001/044; Y02E  10/727; B63B2035/4466; F03D   9/12; F03D   9/255; F03D  15/10; B63B2035/446; B63B  39/06; B63B2039/105; Y02E  10/38; B63B2241/12; F03B  13/16; F03D  13/25; F05B2240/93; B63B  21/00; B63B  39/10; F03B  13/1815; F03D   9/00
444462529,EP20150758548,"FLARE-TYPE TENSILE LEGS FLOATING WIND TURBINE BASE, OFFSHORE WIND TURBINE AND CONSTRUCTION METHOD","A flare-type tensile legs floating wind turbine base; the floating wind turbine base comprises a top support platform (9) for supporting a tower frame (3), blades (1) and a wind turbine set (2); a bottom support structure (7) connecting to a plurality of tensile legs (5); at least three hollow upright columns (6) connected between the top support platform (9) and the bottom support structure (7), and arranged around the vertical central line of the floating wind turbine base, each upright column (6) inclining outward from the lower end to the upper end relative to the vertical central line of the floating wind turbine base; and a ballast adjustment system disposed in the upright columns (6) and/or the bottom support structure (7). Also disclosed are an offshore wind turbine having the floating wind turbine base and a construction method.",2015,B63B   1/107; F05B2240/95; B63B  21/502; B63B2001/128; B63B2035/446; F05B2240/93; F03D  13/25; Y02E  10/727; B63B  35/44; B63B2039/067; E02B  17/00; F03D  13/00; B63B  21/50; Y02P  70/523
444466308,ES20140031758,Plataforma flotante de aprovechamiento de energÌa eÛlica,"Plataforma flotante de aprovechamiento de energÌa eÛlica que comprende una torre soporte (1) con una turbina eÛlica (2), dos elementos flotadores (3) cilÌndricos iguales, horizontales, y paralelos al eje longitudinal principal de alineaciÛn, estando la torre y los elementos flotadores vinculados mutuamente por estructuras de barras (5). Los elementos flotadores est·n unidos a un elemento estabilizador (4) que se encuentra adosado inferiormente a los elementos flotadores (3), comprendiendo dicho elemento estabilizador dos primeras losas (4a) de hormigÛn, sensiblemente rectangulares, macizas o aligeradas con estructura nervada, dispuestas perpendicularmente a los ejes de los flotadores y unidas a dichos flotadores mediante estructuras auxiliares de barras (7).",2014,F03D   7/0204; F03D   9/30; F05B2240/95; B63B  35/44; F05B2240/93; B63B2035/446; F03D  11/04; F03D  13/20; F03D  13/25; Y02E  10/727
444483823,EP20150185038,BOLTED JOINT OF AN OFFSHORE STRUCTURE,"The invention refers to a bolted joint of an offshore structure comprising first and second connecting elements, the first connecting element forming part of an offshore tower or an offshore platform and the second connecting element forming part of a foundation structure, the first connecting element comprising a first flange (8) and the second connecting element comprising a second flange (9), the first and second flanges (8, 9) comprising through holes (10), the first and second flanges 8, 9 abutting each other with the through holes (10) in alignment and being secured to each other by means of fastening elements extending into the through holes (10), one of the first and second connecting elements comprising an outer peripheral skirt (15) covering a butt joint (16) between the first and second flanges (8,9) and defining an outer annular space (18) surrounding the butt joint (16), the annular space (18) sealed against the ingress of water by a sealing element. One of the first and second connecting elements comprises a peripheral collar, the skirt (15) and the collar confining the annular space (18), the sealing element being a compressible sealing element sandwiched between the skirt (14) and the collar (15).",2015,E02D  27/42; E04H  12/085; F03D  13/25; E02B  17/00; F05B2260/301; F16B   5/02; E02B2017/0091; F05B2240/95; Y02E  10/725; F16J  15/022; E04H  12/08; F03D  13/20; F05B2220/706; Y02E  10/727
444500426,DK20100747962T,Offshore vindturbineanlÊg,NULL,2010,B63B  27/16; B66C  23/185; B63B  35/00; B63B  39/02; B63B  43/08; Y02E  10/727; B63B  27/10; B63B  35/003; B63B  35/44; B66C  23/18; B66C  23/52; B63B   1/107
444513706,US201314434035,Tension-leg floating platform that is particularly suitable for harnessing wind energy,"The invention shows improved operational conditions. It comprises a floating structure with a single floating central body (1), provided with an elongated configuration according to a longitudinal direction, wherein the lower portion of the central body (1) is intended to be submerged. It additionally comprises: a base (3) located in the upper portion of the central body (1) to support at least one wind turbine (4); and at least four legs (2) located in the lower portion of the central body (1) and provided with: a) a first end, by which they are integrally attached to the central body (1); b) a second end, opposite to the first end, and more distant from the central body (1); and c) at least a porch (6) located in the second end of each leg (2), said porch (6) comprising a first drilling (12) in longitudinal direction to anchor the floating platform to the sea bed (5).",2013,Y02E  10/727; B63B  21/50; B63B  35/44; F03D  11/04; F03D  13/20; F03D  13/25; B63B  21/502; B63B2035/446; F16G  11/00
444513718,US201314433239,Floating platform and energy producing plant comprising such a floating platform,"The invention relates to a floating platform (1) comprising at least three floating or semi-submersible peripheral units (2; 2a, 2b, 2c, 2d) arranged connected to a floating or semi-submersible central unit (3) by at least one in a substantially radial direction arranged rigid and elongated radial connection member (5). The floating or semi-submersible peripheral units (2; 2a, 2b, 2c, 2d) are connected to the adjacent peripheral units (2; 2a, 2b, 2c, 2d) by a coupling arrangement (6) which is an elongated object variable in length arranged to allow each floating peripheral unit (2; 2a, 2b, 2c, 2d) to move in relation to the adjacent peripheral unit (2; 2a, 2b, 2c, 2d) at least in a direction substantially parallel to the elongation direction of the coupling arrangement (6). One embodiment of the invention is characterized in that the length of at least one of the coupling arrangements (6) is arranged to be adjusted by a length adjusting arrangement (15) adapted to shorten the coupling arrangement (6) and to pull two adjacent floating peripheral units (2; 2a, 2b, 2c, 2d) towards each other. The invention also relates to an energy producing plant comprising such a floating platform.",2013,F05B2240/40; F05B2240/95; F03D  13/25; F05B2240/93; B63B  17/0081; B63B2241/08; F03D  11/04; Y02E  10/727; B63B   1/14; B63B  17/00; B63B  35/44; B63B  21/50; B63B2035/442; B63B2001/128; B63B2035/446; F03D   1/02
444515893,US201414490311,Method and apparatus for obtaining electricity from offshore wind turbines,"According to one aspect of the teachings herein, a system for obtaining electricity from wind turbines provides advantageous operation with respect to offshore wind turbines where the size and weight of electricity generation and collection equipment are key considerations. The contemplated system includes an apparatus that is configured for collecting wind-generated electricity at a fixed low frequency and at a desired collection voltage, based on the advantageous configuration and use of a modular multilevel converter or MMC.",2014,F03D   9/00; H02J   3/38; H02M   5/22; H02J   3/382; Y02E  10/725; F03D  15/10; H02J   3/386; F03D   9/25; F03D   9/257; Y10T 307/664; Y02E  10/763; H02J   3/34
444528992,IL20150237204,Hydro-pneumatic energy storage system,NULL,2015,F03B  13/10; F03D   9/008; F05B2240/93; G01B; Y02E  60/17; F03B  13/06; F03D  13/25; F03D   9/255; F03D   9/28; Y02E  10/38; F03D   9/17; Y02E  10/22; F15B   1/033; Y02E  10/727; F05B2240/40; F05B2240/95; Y02E  10/725; Y02E  60/15; F03B  13/264
444559227,RU20140143842U,???????? ??????????? ????????? ??? ???????????????,"???????? ??????????? ????????? ??? ??????????????? ?????????? ???????, ????? ???????????????, ??????????? ?? ??????? ? ??????? ? ??? ??????????? ???????, ?????????? ????????? ? ?????????????? ?????, ??????????? ? ????? ??????? ? ?????? ?????? ??????? ? ? ?????? ??????? ? ???????? ??????????, ???????? ???? ??????????? ???????? ???????????? ?????? ? ??????? ??????????, ??????????? ???? ? ?????? ??????????????? ???????, ???????????? ???, ??? ??????? ???????? ???????? ? ???? ???????? ?????, ????????????? ? ?????? ??????????, ??????? ? ????? ??????? ????? ?????????????? ????? ?????????, ??????? ???????? ???????, ? ??????????? ?? ?????? ??????? ? ?????? ??????????? ? ???????? ??????? ????????, ? ?????? ???????? ?????????????? ??????? ???? ? ???? ???????????? ?????????? ??? ??????? ?????? ????, ?????????? ?? ????????:?????? ???????? ??????? ?????????????? ????? ????????=(?+Z),??? ?- ?????? ???????? ???????, ?;?- ?????? ???????, ?;? - ???????? ??????????? ??????????? ????????? ?? ???????? ??????????, ?;?????? ??????? ??????? ?????????????? ????? ???????H=(?+h),??? ?- ?????? ??????? ???????, ?;?- ?????? ??????, ?;h- ??????? ????, ?.",2014,B63B  35/44; Y02E  10/727
444559847,ES20120704665T,DisposiciÛn de turbinas eÛlicas con una turbina eÛlica principal y al menos una turbina eÛlica secundaria,"DisposiciÛn de turbinas eÛlicas (1) que comprende: - una turbina eÛlica principal (2) dispuesta para producir potencia elÈctrica, estando dicha turbina eÛlica principal (2) adaptada para suministrar potencia elÈctrica producida a un receptor de potencia externo, y comprendiendo dicha turbina eÛlica principal (2) uno o m·s sistemas internos que consumen potencia, - al menos una turbina eÛlica secundaria (7a, 7b) dispuesta para producir potencia elÈctrica, estando dicha(s) turbina(s) eÛlica(s) secundaria(s) (7a, 7b) adaptada(s) para suministrar potencia elÈctrica producida a al menos algunos del/de los sistema(s) interno(s) que consume(n) potencia de la turbina eÛlica principal (2), y estando dicha(s) turbina(s) eÛlica(s) secundaria(s) (7a, 7b) elÈctricamente desconectada(s) del receptor de potencia externo, - en la que al menos una de la(s) turbina(s) eÛlica(s) secundaria(s) (7a, 7b) est· dispuesta para funcionar como sensor de viento.",2012,F03D   9/00; F03D   9/25; F03D  13/25; F05B2240/40; F05B2260/845; F05B2240/95; F05B2240/213; F03D   1/02; F03D   3/02; F05B2240/211; F03D   9/255; Y02E  10/72
444575773,CN201510374380,Foundation grouting method for offshore wind power and foundation grouting work barge for offshore wind power,"The invention discloses a foundation grouting method for offshore wind power and a foundation grouting work barge for offshore wind power. The foundation grouting method for offshore wind power comprises following steps: cleaning an inner wall of a grouting outer pipe and an outer wall of a grouting inner pipe, cleaning a grouting pipeline and pre-rinsing the grouting pipeline in advance, diluting grouting material into grouting liquid, pouring grouting liquid into a grouting channel between the inner wall of the grouting outer pipe and the outer wall of the grouting inner pipe by means of the grouting pipeline in order to finish grouting operation, monitoring condition of grouting liquid which is not poured during grouting operation and condition of grouting liquid overflowing from the grouting channel. Emergency measures should be taken if requirements are not met. The foundation grouting work barge for offshore wind power comprises a barge body, a material placing area, a dilution water supply pit, an electric power supply room, a connection hose, mixers, grouting pumps and a monitoring device. The material placing area, the dilution water supply pit, the electric power supply room, the connection hose, the mixers, the grouting pumps and the monitoring device are arranged on the barge body. The foundation grouting method for offshore wind power and the foundation grouting work barge for offshore wind power have definite guidance effect and can promote development of construction of an offshore wind plant in our country.",2015,E02D  27/12; E02D  15/04; B63B  35/28
444614028,CN201420821401U,Installation of large -scale coastal waters wind power equipment is equipped,"The utility model discloses an installation of large -scale coastal waters wind power equipment is equipped belongs to wind -powered electricity generation installation technical field. The utility model discloses a hull, three bow side pushes away, all -direction propulsion ware, host computer, main hoist, spud leg, shoe, living area and helicopter platform, the hull prelude has a super U type waterline shape, and ship rear installs the all -direction propulsion ware, and the prelude of hull has three bow side and pushes away, and the bottom cabin of hull has a plurality of host computer, has the spud leg that a plurality of has equidistance bolt hole on the hull, and lower part and the shoe of every spud leg are connected mutually, and settle on the main deck in the living area, and the bow is equipped with first platform in the helicopter, and main hoist has hydraulic pressure elevating gear on the upper portion of one spud leg on every spud leg, and the on -board disposes that a plurality of platforms are supplementary to be hung with an arm.",2014,B63B   9/00
444614092,CN201520260267U,Marine wind motor installation special ship,"The utility model provides a marine wind motor installation special ship, includes: the symmetric form hull 10, and it possesses the thrust device, and the buoyancy that aerogenerator bears a burden can be supported in the production, the fixed structure thing is through with groove 20, its along the central line of symmetric form hull 10 forms, and the end is formed with opening 11 in the front, heavy burden support portion 30, its can to the one orientation support rotatoryly in hull 10, aerogenerator king -post P's support area A1 is controlled and supports in the length flexible.",2015,B63B  35/00; Y02E  10/727
444620063,CN201520281838U,Marine wind power basis is united to single pile - gravity type,"The utility model discloses a marine wind power basis is united to single pile - gravity type, including single steel -pipe pile and gravity type foundation, be provided with the hollow round hole that is greater than single steel -pipe pile in gravity type foundation's middle part, single steel -pipe pile injects the coagulate scholar in passing gravity type foundation's hollow round hole and inserting the sea bed in the space between single steel -pipe pile and gravity type foundation. The position additional cavity gravity type foundation of this practicality through be close to the sea bed face at the steel -pipe pile has strengthened the single pile foundation rigidity of being close to sea bed face department, has combined the advantage on two kinds of bases, has enlarged the application range on single pile basis. This scheme has strengthened the ability that the moment of flexure was resisted on the single pile basis, reduces the pile body displacement, has realized the purpose that reduces steel -pipe pile diameter and thickness.",2015,E02D  27/52; E02D  27/42; E02D  27/20
444620069,CN201520069826U,Pipe posture offshore wind farm foundation structure's changeover portion,"The utility model relates to a marine wind power pylon field especially relates to pipe posture offshore wind farm foundation structure's changeover portion. It includes center post, crossbeam and supporting leg, crossbeam one end is installed the center post side, the supporting leg is installed the crossbeam other end. The crossbeam has 4, the supporting leg has 4, the supporting leg is cylindrically. The utility model has the advantages of adopting whole changeover portion structure, having eliminated the shortcoming that the stress height was concentrated, the rigidity and the intensity configuration of structure are equitable, and rate of utilization of strength is high, has avoided fatigue damage excessively concentrated, has replaced traditional split design, has improved the fatigue life of structure.",2015,E02D  27/44; E02D  27/52; E02D  27/42
444622971,CN201420690411U,Integrated turbogenerator / motor of multipurpose,"The utility model provides an on the central riser, the device is left and right symmetric distribution with central riser, presents in the hope of being improved during left and right turbine blade in work, the opposition pairing rotation, utilizes wave, ocean current, morning and evening tides, river and brook and wind power generation, and the advantage is: that integrated turbogenerator / motor of multipurpose is installed on the turbine shaft by three or multi -disc turbine blade, and rethread fore bearing fixed mounting epaxially is equipped with sealedly on the shell extension board, and postzone operation is high -speed with higher speed rotates through gear integration box with higher speed for the rotation of axle, and the stator is fixed at the shell compact structure, integrated level are high, use the place nimble, can be used for water conservancy, wind power generation electronic.",2014,F03D   9/00; F03B  13/00; Y02E  10/725
444623027,CN201520288917U,Integrative power generation system of wind energy - wave energy - energy by ocean current,"The utility model discloses an integrative power generation system of wind energy - wave energy - energy by ocean current. Including a single pile tower section of thick bamboo and installing wind power generation system, wave energy power generation system, the energy by ocean current power generation system on a single pile tower section of thick bamboo, a single pile tower section of thick bamboo is vertical to be fixed on the sea bed, and wind power generation ystem installation is on the top of a single pile tower section of thick bamboo, and wave energy power generation system installs near the lateral part of the single pile tower section of thick bamboo the sea level, and energy by ocean current power generation system installs in the single pile tower bobbin base portion that lies in the seabed, and wind power generation system, wave energy power generation system, energy by ocean current power generation system's output all links to each other with the transformer and imports in the electric wire netting. The utility model discloses based on single pile tower section of thick bamboo bearing structure, vertical fixing on the sea bed, the processing of this structure, installation and construction convenience, the cost is lower, the reduction of great degree the cost of electricity generation, the material is select extensively, and exploitativeness is high.",2015,F03B  13/26; F03B  13/18; Y02E  10/38; Y02E  10/725; F03D   9/00
444741532,CN201520307767U,Distinguished and admirable electricity generation ocean squid angles fishing boat,"The utility model discloses a distinguished and admirable electricity generation ocean squid angles fishing boat, including collection squid lamp, power storage device, current stabilizer, aerogenerator and the trend sea anchor that can generate electricity, current stabilizer's one end is through wire and aerogenerator and have the sea anchor that the trend can the generating capacity and link to each other, and the other end passes through the wire and links to each other with power storage device, and power storage device's the other end passes through the wire and album squid lamp links to each other. When the wind -force environment perhaps navigates by water, can utilize wind power generation, when the operation is carried out in the anchoring, can utilize the trend to generate electricity, store the electric energy in power storage device, supply the supply to electric power system on the fishing boat. This kind of ocean squid angles the fishing boat can effectively solve the current ocean squid scheduling problem that angles that fishing boat endurance is limited, the oil consumption is big, energy -concerving and environment -protective nature poor and helping nature of fortune menstruation haves much room for improvement.",2015,Y02E  10/38; Y02E  10/74; B63B  35/14; F03B  13/26; F03D   3/06
444741534,CN201520334681U,Equipment transports special barge in batches,"The utility model discloses an equipment transports special barge in batches, including the deck, the location anchor, the navigation anchor, the transportation support is erect to a tower section of thick bamboo, the blade stacks the support, rail -engaging mechanism and pulling winch, the under deck is fixed with location anchor and navigation anchor, on -board surface one side is fixed with the vertical transportation support of a tower section of thick bamboo, the opposite side is fixed with the blade and stacks the support, rail -engaging mechanism prolongs the major axis direction installation of on -board surface, both ends in rail -engaging mechanism all are connected with the pulling winch, it is applicable to the special barge that shallow sea sea area wind -powered electricity generation field is basic and equipment transports in batches, has the efficiency that improves transportation and construction, the transportation with the construction the risk with cost is reduced the effect, the scale construction and the fast -developing demand of fan model that have adapted to internal offshore wind farm.",2015,B63B  21/16; B63B  21/56; B63B  35/28
444747698,CN201520347850U,Marine transformer substation,"The utility model relates to a marine transformer substation, including bearing structure with fix the offshore platform on bearing structure, bearing structure includes support frame, many connecting rods and duo gen spud pile, the both ends of connecting rod are connected with support frame and offshore platform respectively, the bottom of support frame is equipped with the shoe with the spud pile one -to -one, the shoe cover is located on the spud pile. The utility model discloses the connecting rod can design according to the specific marine environment condition in offshore wind farm site, and bearing structure adoption spud pile and shoe complex stake formula structure, and adaptable china is the marine environment condition in sea area mostly, improves marine transformer substation's adaptability. Only need twice hoist and mount operation, at first install bearing structure hoist and mount to selected position promptly, hoist the bearing structure after offshore platform to the installation again on, it is fixed to utilize the connecting rod to install, can accomplish marine transformer substation's installation work, construction convenience to shorten the operation on the sea time by a wide margin, build efficiently, and reduce the construction risk.",2015,E04H   5/04; E02B  17/00; E02B  17/02
444749114,CN201520324214U,Power generation facility is united with wave energy to improvement type wind energy,"The utility model belongs to the technical field of ocean energy resources utilizes, especially, relate to a power generation facility is united with wave energy to improvement type wind energy. The device lower part is provided with the body that is fixed in the seabed through the anchor chain, be provided with the installing support on the body, the body is connected to installing support one end, and the other end is connected with supporting platform, the supporting platform facial make -up is equipped with power generation system. The utility model discloses can utilize the sea water as hydraulic pressure working medium, along with water level and the big or small change of wind -force turn into mechanical energy with wave energy and wind energy, and then turn into the electric energy to mechanical energy, use multipurposely wind energy and wave energy, guarantee the continuation and the stability of electricity generation.",2015,Y02E  10/725; F03D   9/00; F03B  13/22; Y02E  10/38
444749124,CN201520382850U,Take excess loading protector's marine wind power generation equipment,"The utility model discloses a take excess loading protector's marine wind power generation equipment, including installation base, bracing piece, kuppe, screw, power generation facility, main shaft and fin, power generation facility passes through the rotation axis and installs the upper end at the bracing piece, power generation facility includes shell, first gear, second gear and generator, and the one end of main shaft is provided with the fly leaf, is provided with the spring assembly between fly leaf and shell cavity's the rear end, and shell cavity's rear end symmetry is equipped with the dog, and the inboard symmetry of two dogs is equipped with the slide rail, and the fly leaf both sides link to each other with the slide rail through the slider of taking servo mechanism, and slide rail one end is equipped with the stopper, first gear setting on the main shaft, a second gear and a gear engagement. The utility model discloses can utilize the function that contracts of returning of main shaft to throw off the gear, the protection generator only shiies the line, and can carry out the automatic adjustment according to the wind direction, simultaneously can be through the motion of the electronic main shaft of control slide to in time reset.",2015,Y02E  10/725; F03D   9/00
444837762,FI2015U004115U,J‰rjestely rakenteen perustuksen muodostamiseksi vesialueella,NULL,2015,E02B  17/00; E02D  27/52; F03D  11/04; E02D  27/42
444885802,CN201510374717,Offshore grouting leakage preventing structure and method,"The invention discloses an offshore grouting leakage preventing structure and method. The offshore grouting leakage preventing structure comprises a grouting outer pipe, a grouting inner pipe and a sealing partition plate, wherein one end of the grouting inner pipe stretches into the grouting outer pipe, an annular grouting channel is formed between the outer wall of the grouting inner pipe and the inner wall of the grouting outer pipe, a seal ring used for sealing and blocking the grouting channel is arranged between the grouting inner pipe and the grouting outer pipe, the sealing partition plate is arranged at one side, away from the grouting channel, of the seal ring and provided with at least one vent hole, and a net-shaped grid is arranged in each vent hole. The offshore grouting leakage preventing method includes the following steps that the seal ring is fixed outside the grouting inner pipe; the sealing partition plate is fixed in the grouting outer pipe; after pile sinking of the grouting outer pipe reaches the design elevation, the grouting inner pipe stretches into the grouting outer pipe and grouts mortar into the grouting channel. The offshore grouting leakage preventing structure and method can effectively ensure smooth construction of an offshore wind turbine foundation.",2015,E02D  15/06
444887224,CN201510366432,Wave energy photovoltaic and offshore wind turbine combined power generation system,"The invention discloses a wave energy photovoltaic and offshore wind turbine combined power generation system which comprises one or more foundation piles, a wind turbine, a booster station and one or more wave energy power generation devices. The wind turbine is electrically connected with the booster station. The wind turbine and the booster station are installed on the foundation piles. The wave energy power generation devices are connected with the foundation piles through a plurality of mooring ropes. The wave energy power generation devices are electrically connected with the booster station and/or the wind turbine. Compared with an existing wave energy power generation system, original facilities such as an anchoring and positioning system, a typhoon resisting semi-submersible barge platform, an air pressure type raising and submerging facility, a ship dragging facility and a shore power transmission submarine cable are omitted, and therefore the wave energy power generation practicability and economical efficiency are improved. Meanwhile, power generated by the wave energy power generation devices is supplied to an offshore wind turbine on site to be consumed or conveyed to the booster station, the wave energy photovoltaic power generation economical efficiency is improved, the offshore wind turbine and booster station auxiliary power supply reliability is improved, and the offshore wind power engineering construction comprehensive utilization efficiency is integrally improved.",2015,F03D   9/30; Y02A  30/17; Y02E  10/38; Y02E  10/727; F03D   9/00; F03D   9/25; Y02E  10/725; F03B  13/14; H02S  10/12
444902602,CN201280077925,"Control device, method, and program, and floating body wind-powered electricity generation device equipped with same","In order to convert wind energy into electrical energy efficiently in accordance with the wind direction, a control device (10) for a floating body wind-powered electricity generation device (1) controls a pitch angle control unit (18) by means of a pitch angle command value calculated on the basis of signals detected from a second sensor (a), which detects the phase angle of a nacelle (13) and a tower (12), and a third sensor (b), which detect the yaw angle from a reference position of the tower (12), such that the signal detected by a first sensor (16), which detects the wind direction deviation with respect to the direction orthogonal to the rotation plane of a windmill blades (15), is an angle within a prescribed range from the direction orthogonal to the rotation plane of the windmill blades (15). In addition, the control device controls a yaw drive device (17) by means of a yaw drive command value calculated on the basis of the signals detected from the second sensor (a) and the third sensor (b).",2012,F03D   7/0204; F03D  80/00; F03D   7/0224; F03D  13/25; Y02E  10/723; Y02E  10/725; Y02E  10/727; F03D   9/00; F03D  17/00; F03D   9/25; F05B2240/93; B63B2035/446; F03D   7/04
444902604,CN201280078038,"Method and device for controlling floating body wind power electricity generation device, and floating body wind power electricity generation device","A method for controlling a floating body wind power electricity generation device wherein a wind power generator is erected on a floating body, said method being equipped with a pitch angle increase step, wherein the pitch angle of the blades of the wind power generator is increased so as to apply aerodynamic braking force to the rotor of the wind power generator when the wind power generator is stopped. In the pitch angle increase step, a first rate of change of the pitch angle of the blades during a first period of movement, wherein the wind power generator is inclined more to the upwind side than the vertical direction by the rocking of the floating body, is made less than a second rate of change of the pitch angle of the blades during a second period of movement, wherein the wind power generator is inclined more to the downwind side than the vertical direction by the rocking of the floating body.",2012,F05B2240/93; B63B2035/446; F03D   7/0244; F03D   7/04; Y02E  10/721; Y02E  10/723; F03D   7/0252; F03D   7/026; F05B2260/901; F05B2270/309; F03D   7/0224
444922778,CN201520330511U,Rock formula wave energy electricity generation buoy,"The utility model discloses a rock formula wave energy electricity generation buoy, its characterized in that: include: base (1), be provided with the supporter on base (1), be provided with wave energy generating set on the supporter, still be provided with the support frame on base (1), the support frame top is provided with beacon (3), wave energy generating set with beacon (3) ferroelectric phase even, be provided with solar power system and wind power generation device on the support frame. The utility model provides a pair of rock formula wave energy electricity generation buoy from the angle that electricity generation, environmental protection, novel energy were used multipurposely, has mixed solar energy power generation, wind power generation and wave energy electricity generation, adaptable various weather conditions, and this kind of multiple clean energy's comprehensive utilization will improve the utilization efficiency of the energy greatly, help reducing non -renewable energy resource's use, reduce carbon dioxide's emission, make a contribution for energy saving and emission reduction.",2015,Y02E  10/725; B63B  22/00; F03B  13/14; Y02B  10/70; Y02E  10/38; Y02B  10/30; F03D   9/00
444922788,CN201520296763U,Environmental protection surface of water rubbish clearance ship,"The utility model discloses an environmental protection surface of water rubbish clearance ship, including the hull, the upper end mid -mounting of hull has branch, and the surface of branch has cup jointed the backup pad, the last surface mounting of backup pad has arc solar cell panel, and the upper surface of backup pad installs controller and dc -to -ac converter from a left side to the right side in proper order, wind power generation device is installed on the top of bracing piece, the side fixed surface of second axostylus axostyle installs the one end of blocking dirty net, solar cell and inverter electrically connected, and the dc -to -ac converter is connected with the controller electricity. This surface of water rubbish clearance ship blocks dirty net and blocks dirty case through installing, and secondary pollution through being equipped with the rotatable dirty net that blocks, can through being equipped with solar cell panel and wind power generation device, can be avoided so that rinse and hang for a long time blocking dirty online debris effectively to rubbish and precipitable rubbish that can effectual clearance suspension.",2015,E02B  15/10; B63B  35/32
444926385,CN201520179326U,Marine fan foundation structure of high stake truss -like,"The utility model relates to a marine fan foundation structure of high stake truss -like. The utility model aims at providing a simple structure, safe and reliable, the simple and convenient marine fan foundation structure of high stake truss -like of construction aim at improving the atress of jacket node to reduce grouting construction's the degree of difficulty. The utility model provides a: a marine fan foundation structure of high stake truss -like which characterized in that: this foundation structure comprises the steel truss on upper portion and the pile foundation of lower part, the pile foundation is a set of steel -pipe pile of squeezing into in the sea bed, the steel truss includes vertical main barrel body and cartridge in the pile protection pipe of steel -pipe pile that is located the steel -pipe pile group switching centre to main barrel body is the centre of a circle at its outer wall welding no. 3 cross arrangement's of group bracings, the vaulting pole end to end in same position in three group's bracings, every vaulting pole one end and main barrel body welding, the other end and pile protection sealing of tube, be connected through grout in the clearance of steel -pipe pile and pile protection pipe overlap section. The utility model is suitable for an offshore wind power generation trade.",2015,E02D  27/44; E02D  27/52; E02D  27/42
444927959,CN201520355218U,Empty formula wind generator system floats,"The utility model belongs to the technical field of wind power generation, especially, relate to a superficial empty formula wind power generation set who utilizes high altitude wind power generation, constitute by gasbag dirigible, aerogenerator device and recovery unit, the gasbag dirigible is the toper tube -shape, and the wind -tunnel of following the axis exports from entering the mouth to and diminishes gradually, and inside is supported by the skeleton, and the even gasbag of thickness is wrapped up to the outside, and the outer wall upper part of the body and earlier half -length fixing respectively are provided with two upward fin and two lower fins, the aerogenerator device comprises aerogenerator, anchor clamps and bracing piece, and aerogenerator passes through anchor clamps and the bracing piece is fixed in the wind -tunnel of gasbag dirigible, and aerogenerator's impeller is towards wind -tunnel main aspects opening direction, recovery unit fixes subaerial, pulls at the main aspects forward position of gasbag dirigible downside through the rope is fixed, the utility model has the advantages of equipment fixing is convenient, strong, the sustainable stable electricity generation of mobility, it is convenient that recovery easy maintenance, production cycle adjust, production cost is low.",2015,F03D   9/00; Y02E  10/70; Y02E  10/725; F03D   5/00; Y02P  70/523
444976316,JP20150045431,RECYCLABLE ENERGY POWER GENERATION,"PROBLEM TO BE SOLVED: To solve the problem that it is difficult to continuously supply stable power since there are problems that seasonal and time-variant fluctuation of tidal levels and tidal power affect a power generation amount in tidal power generation, that the power generation amount decreases in cloudy weather, rainy weather and in the night in photovoltaic power generation, and the problem of suspension of power generation due to anxiety of reduction of the power generation amount in a weak wind or no wind state and a damage of a windmill blade under strong wind in wind power generation when power is generated by utilizing recyclable energy.SOLUTION: Stable power is continuously supplied by constituting a power generator with high efficiency by using an electric motor which drives a dynamo with energy stored in a fly wheel, and is driven by the stable power by mutual complement between a solar cell and a windmill power generator as power for intermittently replenishing the energy and a water turbine which is rotated by utilizing position energy of rainwater and seawater, and solving an influence of seasonal and time-variant fluctuation of tidal levels and tidal power and a problem that time-variant and weather fluctuation of solar light and wind power affects on the power generation amount.SELECTED DRAWING: Figure 1",2015,F03D   1/06; H02P   9/00; F03B  17/06; H02P   9/04; Y02E  10/226; Y02E  10/721; F03B  15/04; F03B  15/14; F03B  13/08; Y02E  10/22; Y02E  10/28
445019929,ES20050255846T,M·quina elÈctrica con estator de doble cara,"Una m·quina elÈctrica sÌncrona, que comprende: al menos un rotor (14) con un n˙cleo (20) interior de rotor y un n˙cleo (16) exterior de rotor, comprendiendo cada uno imanes permanentes; y al menos un estator (24) de doble cara con una cara (30) interior de estator que comprende un enrollamiento (72) interior de estator, y una cara (26) exterior de estator, separada, que comprende un enrollamiento (70) exterior de estator, en la que el al menos un estator (24) de doble cara est· dispuesto concÈntricamente entre el n˙cleo (20) de rotor interior y el n˙cleo (16) de rotor exterior de la m·quina elÈctrica, comprendiendo adicionalmente dicha m·quina elÈctrica sÌncrona al menos un canal (40) de refrigeraciÛn que separa la cara (30) interior de estator y la cara (26) exterior de estator.",2005,B63H2005/1258; F05B2220/7066; B63H   5/125; B63H  21/17; H02K   7/14; F03D  15/20; H02K   1/06; H02K   5/20; H02K  16/02; F03D   9/25; H02K   1/20; H02K   7/086; H02K   7/1838; H02K  16/00; Y02E  10/725; B63H  23/24; F05B2220/7068; F03D   9/00; F03D  80/60; H02K   1/12; H02K  21/12
445019945,ES20070732399T,Aparato marino para capturar energÌa,"Aparato marino (10, 110, 310) para capturar energÌa, comprendiendo el aparato una disposiciÛn de dispositivos (14, 114, 314) de captura de energÌa operables para capturar energÌa con el fin de generar un producto exportable, comprendiendo la disposiciÛn una pluralidad de puntos de interfaz (17) que est·n separados lateralmente entre ellos, estando adaptado cada punto (17) de interfaz para ser conectado selectivamente a una unidad de descarga (22, 322) a fin de mover el producto exportable llev·ndolo lejos de los dispositivos (14, 114, 314) de captura de energÌa, caracterizado por que la disposiciÛn comprende una formaciÛn de dispositivos (14, 114, 314) de captura de energÌa interconectados de tal manera que un primer dispositivo (14, 114, 314) de captura de energÌa de la formaciÛn es mÛvil independientemente de un segundo dispositivo (14, 114, 314) de captura de energÌa de la formaciÛn en una direcciÛn lateral con respecto al segundo dispositivo (14, 114, 314) de captura de energÌa de la formaciÛn de modo que el primer dispositivo (14, 114, 314) de captura de energÌa sea movido hacia una posiciÛn favorable para la captura de energÌa, y por que la formaciÛn de dispositivos (14, 114, 314) de captura de energÌa est· adaptada para ser remolcada por un buque (12, 112) desde una primera ubicaciÛn marina a una segunda ubicaciÛn marina.",2007,B63B  35/44; E02B2017/0091; F03D   9/11; F03B  13/12; Y02E  10/727; F03D   9/02; Y02E  70/10; B63B  35/00; F03D  13/25; F05B2240/40; B63B2035/446; F05B2220/61; F05B2240/95; B63B2035/4433; B63B2035/4453; F03D   9/00; F03D   9/257; Y02E  60/15; F03D   9/10
445048824,JP20150519480,????????????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F05B2260/506; F03D   3/005; F03D   7/06; Y02E  10/74; F03D  15/10; F05B2260/72; F05B2260/75; F03D   7/0224; F03D   3/06; F03D   3/068; F03D   7/04; F03D  11/00; F05B2260/79; B63H   1/10
445074180,JP20140042054,"CRANE DEVICE, WORK SHIP, AND WORK METHOD OF OCEAN WIND POWER GENERATION FACILITY","PROBLEM TO BE SOLVED: To provide a crane device which inhibits swinging of a moving object component relative to at least the crane device and thereby enables stable operation, and to provide a work ship and a work method of an ocean wind power generation facility.SOLUTION: A work ship 2 includes a base 21 for installing a crane device 1 for working on the ocean. The crane device 1 includes: a body part 11 which is disposed on the base 21 so as to rotate in a substantially horizontal direction; a gib 12 which is tiltably disposed in the body part 11; a guide reader 13 which extends in a substantially vertical direction and has an upper part connected with a tip of the gib 12; an extendable catch fork 14 where one end is connected with the body part 11 and the other end is connected with a lower part of the guide reader 13; and a hook 15 which is disposed so as to move along the guide reader 13.",2014,B63B  35/00; B63B  27/10; B66C  23/52
445104778,US201314439510,"Device for and method of transferring personnel, equipment and/or structural elements from a surface vessel to an offshore structure","The invention relates to a device for transferring personnel, equipment and/or structural elements from a surface vessel to an offshore structure, such as a wind turbine, or to another vessel comprising a foundation mounted or to be mounted on a surface vessel, an arm pivotally connected to the foundation and at least one gripper connected to the free end of the arm for coupling the arm to an offshore structure. A second arm is pivotally connected to the first arm.",2013,B63B  27/143; B63B  27/14; B63B  27/30; B63B  27/16; B63B  21/00; B63B  27/36; B63B2021/001
445107065,US201314379300,Endless belt energy converter,"The present invention relates to a way to convert energy from a fluid flow, using a fluid-flow transducer, having a frame anchorable against the flow, an elongated conveyor supported by the frame, and a plurality of vanes distributed along the conveyor, adapted to engage the fluid flow and to drive the conveyor in response to urging of the fluid flow, in combination with a power take-off coupled to be driven by the conveyor and adapted to drive a load.",2013,Y02E  10/28; Y02E  10/70; F03B  17/06; F03B   9/00; F03B  17/066; F03D   9/008; F05B2240/93; F03B  13/26; F05B2240/40; F03D   5/02; F01D  23/00; F03B  13/12; F03B  13/264; F03D   9/00
445123165,CN201510388696,Multi-functional combined ocean power generating platform capable of being congregated and congregating group,"The invention discloses a multi-functional combined ocean power generating platform capable of being congregated and a congregating group. The congregating group comprises a plurality of polygonal power generating platform bodies, each of the power generating platform bodies comprises buoy platforms, vertical axial wind driven generators, solar power generating units, tidal power generating units, wave power generating units and an ocean aquaculture region, wherein a buoy platform is arranged at each of polygonal angle points; a vertical axial wind driven generator and a solar power generating unit are arranged at the top of each of the buoy platforms; a tidal power generating unit is arranged at the bottom of each of the buoy platforms; the wave power generating units are used for connecting the buoy platforms in a flexible manner; the ocean aquaculture region is formed by surrounding a fishing net hooked in the wave power generating units. According to the congregating group disclosed by the invention, various power generation such as wind power generation, solar power generation, tidal power generation and wave power generation, fishery aquaculture and sea water desalination are integrated, structure problems caused by large spans among buoys in rigid coupling can also be solved, mutual interference distances among the vertical axial wind driven generators are short, the gravity center of a generator group on the platform is lower, distances among the buoys are short, wave energy can be collected, and impact from waves to the buoys is retarded.",2015,F03D   9/00; Y02E  10/74; F03D   9/25; Y02E  10/727; F03D   3/00; B63B  35/44; Y02A  20/141
445139207,CN201380066727,DEVICE AND METHOD FOR PLACING COMPONENTS OF A STRUCTURE,"Device (10) for placing components of a structure, in particular a wind turbine comprising hoisting means placed on a surface, a boom (6) of which is provided with a hoisting cable with attaching means for a component for placing, wherein a lifting plane is defined by the boom (6) and the free-hanging hoisting cable (7). The boom comprises a guide device (10) for the attaching means, wherein the guide device (10) is connected to the boom (6) by means of a displacing device (8) displaceable along a longitudinal axis of the boom (6). The guide device (10) is configured to limit movement of the attaching means in a direction running transversely of the lifting plane, and further comprises a catching construction (30) configured to receive and displace the attaching means parallel to the lifting plane between a position in the vicinity of the boom (6) and a position further removed from the boom (6) and/or vice versa. The invention likewise relates to a method which makes use of the invented device.",2013,B66C  23/185; F03D   1/00; Y02P  70/523; F03D   1/06; B66C  13/06; Y10T  29/49318; B66C  23/18; B66C  23/52; F03D  13/20; F03D  13/25; F05B2240/95; Y02E  10/721; Y02E  10/727; F03D  13/10; F03D  13/40
445166015,CN201520216400U,Inflator wind energy formula wave power station,"The utility model discloses an inflator wind energy formula wave power station designs wave ability and wind energy conversion one -tenth electric energy for solving. Inflator wind energy formula wave power station is including 5 parts that connect gradually, induced draft system, turbo generator, connecting tube, gas gathering system, anchoring body promptly. Wherein induced draft system includes fan, fan axle, gear train, induced air spindle, draught fan, induced air section of thick bamboo component, turbo generator, the connecting tube is including admitting air connecting leg, the connecting leg of giving vent to anger, gas gathering system includes gas collection package, check valve, inflator, leather cup, connecting rod, flotation pontoon, holding ring, guide bar constitution, the anchoring body. The utility model discloses inflator wind energy formula wave power station with the wave can and the wind energy combine together, fluctuate and the sea water buoyancy through the wave, impress the gas collection package with gas and promote the steam turbine and rotate. Steam turbine air outlet and an induced air section of thick bamboo link to each other, and the air -out air current is by the high -speed suction of draught fan, make the wave can and the wind energy energy concentrate, realize extensive power output.",2015,Y02E  10/38; F03B  13/24; F03D   9/00; Y02E  10/72
445176009,CN201520300518U,Marine generator,"The utility model discloses a marine generator, including setting up the motor body at the mast top, it is equipped with the fixing base outward wherein to send out motor body, the fixing base is equipped with the protection casing outward, the terminal of protection casing is connected through the axis of rotation with the fixing base, be equipped with the motor after the axis of rotation, be equipped with solar cell panel on the protection casing, the top of fixing base is equipped with water sensor, water sensor is connected with the motor, be equipped with the battery in the fixing base, be equipped with the blade wheel on the output shaft of generator, this generator of below that the blade wheel lies in the protection casing is used for the electricity generation of ship, solar cell panel all can be used to the electricity generation with the impeller, become the electric energy with solar energy with wind energy conversion respectively. The battery is used for storing the electric energy that solar energy and wind energy produced, water sensor can the protection casing can rotate when rainy with the solar cell panel protection under the protection casing, also can play certain guard action to the impeller, prevent the erosion of rainwater, increase impeller and solar cell panel's life.",2015,H02S  10/12; Y02A  30/17; H02J   7/35
445194852,DK20070732399T,OFFSHORE-APPARAT TIL OPSAMLING AF ENERGI,NULL,2007,B63B2035/4453; F03D   9/11; Y02E  60/15; F03D   9/10; F03D  13/25; F03D   9/02; Y02E  10/727; Y02E  70/10; F03B  13/12; F03D   9/00; B63B  35/44; F05B2220/61; F05B2240/40; B63B2035/446; E02B2017/0091; F03D   9/257; F05B2240/95; B63B  35/00; B63B2035/4433
445195016,DK20120186134T,"FremgangsmÂde til installation af vindm¯lle og vindm¯lleenhed, som er egnet til anvendelse sammen med fremgangsmÂden",NULL,2012,F03D  13/40; F03D   1/06; F03D  13/10; F05B2230/6102; Y02E  10/727; F05B2240/95; Y02P  70/523; Y02E  10/721; Y02E  10/726; F03D   1/00; F03D   1/0658
445199748,KR20140022863,Hybrid marine system,"In the present invention, disclosed is a hybrid marine system. The hybrid marine system of the present invention comprises: a generation module for generating electric energy by using wind power; a floating module formed to support the generation module, and floating on the surface of water; a growing module formed on a lower surface of the floating module, and growing fish and shellfish; and a connection module formed between the floating module and the growing module, and connecting the floating module and the growing module.",2014,A01K  61/65; B63B  35/44; Y02A  40/81; Y02E  10/70; Y02P  60/64; A01K  61/00; F03D   5/00
445212941,KR20140029365,Offshore Wind Power Electricity Generating Farm Watching System,"The present invention relates to a device to monitor a marine wind power generation plant. The device includes an image detecting part (100) transmitting photographing a target (T), going from the outside of a wind power generation plant to the wind power generation plant and then analyzing the photographed image in order to sense and determine whether the target (T) approaches or not and then transmit the result to a control part (200); the control part (200) confirming whether the target (T) has a proper title (ID information) for entering the plant and then wirelessly transmitting information about an illegal approach of the target (T) to a management computer (400) if the target does not have the proper title (ID information); a sound warning part receiving a signal from the control part (200) or the management computer (400), and then automatically transmitting a warning sound for preventing an approach to the target (T); and an acoustic analysis part (500) generating determination target frequency analysis data by analyzing a frequency of surrounding sound data, collected by a command of the control part (200), when the control part (200) receives information about the approach of the target (T) from the image detecting part (100), and then comparing pre-inputted comparison target frequency analysis data of a vessel to the determination target frequency analysis data in order to determine whether the target (T) is a vessel or not and then transmit the result to the control part (200).",2014,G06Q  50/10; G08B   3/00; G08B  25/10
445214458,KR20140031774,Flexible structure for reducing Ocean wave,"The present invention relates to a flexible structure to reduce an ocean wave. The present invention comprises: a support structure installed in a ground surface of a sea bottom; an offshore wind power device composed of a wind turbine installed in one side of the support structure; and a flexible structure installed in one side of the support structure, absorbing or dispersing an impact due to the wave. Therefore, the present invention absorbs or disperses the impact generated by the wave to prevent the impact from being transmitted to the support structure, and the ground surface of the sea bottom to achieve stability of the overall offshore wind power device. Moreover, the present invention additionally has a net installed to surround an overall outer circumference to provide a cage space to one side of the flexible structure in order to efficiently utilize a position of a non-utilized space where the offshore wind power device is installed, and efficiently utilizes a natural resource of a periphery through cage cultivation.",2014,E02B   9/08; F03D  11/04; E02B   3/06; E02D  27/52; Y02A  10/15; E02B  17/00; F03D  13/20; Y02E  10/28
445215502,KR20140028403,BERTHING FACILITIES FOR OFFSHORE WIND POWER STRUCTURE,"The present invention relates to a facility to berth a marine wind power generation structure and, more specifically, to a facility to berth a marine wind power generation structure, capable of providing a path for materials, workers, and working equipment since a movable deck, embedded in the stern or bow of a vessel, is taken to the outside when the vessel is berthed at a marine wind power generation structure. The facility is installed in a lower storage space of a deck of the stern or bow. The facility includes a plurality of rails installed from an inner part of the floor of the storage space to an outer part; a longitudinal cylinder placed on a central longitudinal axis of a body part, installed in an upper part of the rails, and including a piston, moved forward and backward by pressure, in a front part; a transverse panel crossing over the rails in a transverse direction, and combined with a front end of the piston of the longitudinal cylinder; and a longitudinal panel placed along the rails in a longitudinal direction, and combined with both front sides of the transverse panel.",2014,B63B  21/00
445215572,KR20140058720,THE MOUNTING STRUCTURE AND METHOD OF OFFSHORE WIND POWER GENERATOR MONO FILE TYPE,"The present invention relates to a mono pile type offshore wind power generator structure and an installation method thereof, and more specifically, to a mono pile type offshore wind power generator structure and an installation method thereof which eliminate resonant problems by increasing a natural frequency of the offshore wind power generator structure in a deep water level. The mono pile type offshore wind power generator structure comprises: a lower body installed on the seabed; a connection unit installed on an upper part of the lower body and connected to a tower unit; a ring member prepared on an external circumference of the lower body and located in a lower portion of the connection unit to support the connection unit; and a plurality of support members wherein lower ends of the support members are rotatively coupled to the seabed and upper ends of the support members are rotatively coupled to a side of the ring member. A gap for restricting horizontal shaking of the lower body and the connection unit according to a water level is formed between the lower body and the ring member.",2014,F03D  13/22; F03D  11/04; F03D  13/20; E04H  12/02
445215576,KR20140068240,INSTALLATION METHOD FOR OFFSHORE WIND TOWER,"A method to install an offshore wind tower is disclosed. According to one aspect of the present invention, the method to install an offshore wind tower comprises: a sleeve installation step of placing a sleeve on the seabed, and fixating the sleeve on the seabed by piles; a prefabrication step of making an assembly by assembling a tower, a turbine, and a blade; a tower fabrication object transport step of transporting the tower assembly to the location of the seabed where the sleeve is installed; and a tower assembly placement step of moving the tower assembly towards the sleeve assembly downwards and inserting a lower part of the tower into a main sleeve formed on the sleeve; and a tower assembly fixation step of fixating the inserted lower part of the tower to the main sleeve.",2014,E02B2017/0091; F03D  11/04; E04H  12/34; E02B  17/02; E02B  17/0004; F03D  13/20; E02B  17/024
445216362,KR20140035010,POWER SUPPLY SYSTEM FOR VESSEL USED FOR MANAGING OFFSHORE WIND TURBINE,"The present invention relates to a power supply system for a sea wind power generator management ship and, more particularly, to a power supply system for a sea wind power generator management ship, capable of adaptively dealing with an electric load required in the ship and minimizing the degradation of a non-contact energy conversion unit. The power supply system for the sea wind power generator management ship according to the present invention includes an electric energy source, an energy converting unit, an energy storage unit which stores the electric energy outputted from the energy converting unit, an emergency generator which outputs the electric energy if the output voltage of the energy storage unit is a preset level or less, a control unit which outputs a block control signal and a supply control signal, a load which includes a general load and an emergency load, a first semiconductor switching device, and a second semiconductor switching device.",2014,B63B  35/00; H02J   7/14; H02J   9/00
445217042,KR20140193538,UNDERWATER HEAT EXCHANGER FOR OFFSHORE WIND POWER GENERATOR,"An underwater heat exchanger for an offshore wind power generator is disclosed. The underwater heat exchanger for an offshore wind power generator comprises: a supply pipe for receiving heated cooling water used in a heat exchanger from the heat exchanger in a nacelle of an offshore wind power generator; a return pipe for cooling and returning the cooling water to the heat exchanger; a plurality of heat radiation pipes for providing a connection flow path between the supply pipe and the return pipe; a cylindrical heat exchanger housing accommodating a portion of the supply pipe, a portion of the return pipe, and the heat radiation pipes; and a return pump for supplying seawater into the heat exchanger housing and cooling the seawater circulating along paths of the supply pipe, the heat radiation pipes, and the return pipe.",2014,F03D  11/00; F03D  80/88; F28F   1/00; F16H  57/0412; Y02E  10/722; F16H  57/04
445329937,JP20150525743,????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63B  35/00; B63B  43/06; B63B  39/00; F03D   9/00; F03D   9/30; Y02E  10/723; F03D   7/04; F05B2240/93; B63B2035/446; F03D  11/04; Y02E  10/725; F03D   7/02; F03D  13/25; B63B  39/03; F03D   7/042; F03D   9/257; Y02E  10/727
445382393,CN201380072684,Floating wind turbine structure,"Floating wind turbine structure comprising a socket (20) provided with one or more anchorings (25 , 27 , 28) to the seabed to support one or more wind turbines (1) connected to a driving motor or power generator. The wind turbine is arranged upon a substantially triangular floater device consisting of hollow pipes (21 , 22) extending downwards into the sea at a mutual angle and increasing mutual distance in direction downwards. A hollow arc-shaped underpart/cross piece (23) is arranged at the lower end of the floater device pipes (21 , 22). A strutting piece (24) is arranged at the upper part of the floater device. The cross piece (23) is partially filled by liquid and its internal is provided with a flow restricting plate which decelerates liquid flow from one end to the other of the cross piece during increasing and decreasing heeling.",2013,B63B  35/44; F05B2240/93; F03B  13/1885; Y02E  10/721; F03D   1/04; F03D   9/32; F05B2240/243; F03D   1/065; Y02E  10/38; Y02E  10/727; B63B2035/446; F03D   9/25; F03D   9/28; F03D   7/02; F03D  13/20; F03D  13/25; F05B2270/18; F03D   3/061
445401371,CN201520364882U,Power generation facility is mixed to wave energy and wind energy,"The utility model relates to a power generation facility is mixed to wave energy and wind energy belongs to ocean power generation technical field. A power generation facility is mixed to wave energy and wind energy which characterized in that is including floating supporting platform, wind generating set and the wave -power generation device on the surface of water, wind generating set installs on supporting platform for it generates electricity to absorb the wind energy, wave -power generation device includes the impeller of generator and the electricity generation of drive generator, generator erection is on supporting platform, the impeller passes through that the transmission shaft is vertical to be installed in supporting platform below and water intrusion, and the transmission shaft takes place the linkage with the mechanical input axle of generator. The utility model discloses a design of inside and outside twayblade group increases the duty of adopting of impeller, and rivers drive rotating impeller, transmission shaft directly pass supporting platform and utilize the rotation of gear drive generator to produce the electric energy, reduce the energy conversion link, make the absorption maximize of energy.",2015,Y02E  10/38; Y02E  10/223; F03B  13/14; F03B   3/12; F03D   9/00; Y02E  10/725
445475997,CN201510441268,Combined power generation device with offshore wind power and ocean wave energy,"The invention relates to a combined power generation device with offshore wind power and ocean wave energy. The combined power generation device comprises an offshore wind power device, wherein the offshore wind power device is formed by connecting an offshore power generation fan with an offshore power generation platform supporting body; the offshore power generation platform supporting body penetrates through an upper platform and is connected with a lower platform, and at least three sets of hydraulic cylinders are arranged between the upper platform and the lower platform at a uniform angle; the two ends of each set of hydraulic cylinder are respectively hinged to the upper platform and the lower platform, and each hydraulic cylinder is connected with a wave energy power generation device on the lower platform; electricity generated by the offshore power generation fan and a wave liquid energy transform device is introduced to onshore power grids through submarine cables after being regulated by a control system of the power generation device; the lower platform is fixed through a mooring anchor chain. The combined power generation device makes full use of offshore resources, so that the whole economy of offshore wind plants is improved, and the cost of wave energy power generation is reduced.",2015,B63B  35/44; F03B  13/18; F03D   9/25; Y02E  10/38; Y02E  10/727; Y02E  10/725; F03D   9/00; F03D  13/25
445512803,CN201520286286U,"Power generation facility can be mixed to marine wind energy, trend","The utility model discloses a power generation facility can be mixed to marine wind energy, trend, including the spud pile the upper end of spud pile is provided with wind power generation set, the lower extreme of spud pile is provided with the trend can power generation facility. The utility model discloses a power generation facility can be mixed to marine wind energy, trend, through single pile basis load simultaneously wind energy, trend can power generation facility, abundant rational utilization the resource, reduce green energy's procurement cost.",2015,F03B  13/00; Y02E  10/725; F03D   9/00
445524115,PT20110757312T,MAGNUS ROTOR WITH BALANCING WEIGHTS AND METHOD FOR BALANCING A BODY OF REVOLUTION,NULL,2011,B63H   9/02; F03D   3/005; F03D   7/0296; Y02T  70/58; Y10T  29/49316; F03D   3/067; F03D  13/35
445605615,JP20150535072,?????????????????????????????????????????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,E02B2017/0039; B63B2021/505; E02B2017/0091; F05B2240/95; B63B   1/12; B63B  35/38; B63B2001/044; F05B2240/93; Y02E  10/727; B63B  35/003; B63B2035/446; F03D  13/40; B63B   1/042; B63B  35/28; E02B  17/00; E02B  17/027; F03D  13/20; F03D  13/25; B63B  35/00; E02B2017/0047; E02B2017/0065
445642078,DK20130162119T,Off-shore-fundament til vindkraftanlÊg,NULL,2013,E02D  27/425; F05B2240/95; E02B  17/021; E02D  27/42; Y02E  10/72; F03D  13/22; Y02E  10/727
445655772,US201314437482,"Composite structure for a pile foundation for anchoring a tower structure, foundation and jacket for a wind turbine, and wind turbine","A composite structure for a pile foundation for anchoring a tower structure (e.g., an offshore wind turbine) in ground, which includes a hollow pile introduced into the ground at an erection site of the tower structure and a corner post which is connected to the tower structure and which, on a connection side, is arranged within the pile. The pile and the corner post are fixedly bonded to one another in a bonding region by a cured bonding material. At least one bonding means for transmitting shear forces is fixedly arranged on the pile and/or on the corner post in the bonding region. The bonding means has at least one aperture which is filled with the bonding material or, together with the corner post or pile, forms the aperture that is filled with the bonding material. The aperture encloses the bonding material by an angular range of 90∞ or more.",2013,E02D   5/526; E02D  27/42; E02D  27/12; E02D   5/52; E02D  27/425; E02D   5/48
445702189,TW20143216910U,Flake type wind rotating apparatus,NULL,2014,Y02E  10/72; F03D   1/00
445704006,KR20140034813,CONSTRUCTION STRUCTURES WITH WAVE POWER GENERATOR OF SEMIPERMEABLE BREAKWATER,"The present invention relates to a wave power generator and a ground bearing force wall capable of being installed in a semipermeable breakwater construction structure using a field placing stake of a prefabricated caisson so a prefabricated panel and a support prefabricated panel in the field placing stake of a lower footing. In the construction structure which: installs the lower footing the ocean floor by applying a field placing stake method of the prefabricated caisson to a vertical breakwater individual footing which requires relatively few input materials, easily secures a vessel path, and is installed in deep water; excavates a support stake to basement rock by using reverse circulation drill (RCD) equipment and connects the same; performs a role of a weatherboard by piling the prefabricated panel on a stake reinforcement supporter by area after dividing a buried area, increases a payload by filling the inner side with broken stone, and makes wave power to pass through the broken stone and flow; and stacks up the support prefabricated panel on the front side between multiple field placing stakes wherein the prefabricated panels are layered, an area based on the field placing stake is installed on the support prefabricated panel wherein wave power generators are layered. If a water pipe capable of passing seawater and the prefabricated panel wherein a mesh is formed are installed in an adjacent area, multiple artificial fish-reefs are layered and installed on the front side.",2014,A01K  61/70; E02B   9/08; F03B  13/08; F03B  13/14; Y02A  40/81; Y02E  10/22; Y02P  60/64; A01K  61/00; F03D  13/20; E02D  23/00; E02D   5/00; E02B   3/06; E02D  27/52; Y02E  10/38
445704008,KR20140034814,SEMIPERMEABLE BREAKWATER OF COMBINED POWER GENERATION FACILITY,"The present invention relates to a semipermeable breakwater of a combined power generation facility which has a support reaction wall, a wave power generator, and a wind power generator which can be installed in a structure of a semipermeable breakwater by using an in-site post of a prefabricated caisson for a prefabricated panel and a support prefabricated panel to be installed in an in-site post of a lower footing. To achieve this, according to the present invention, a lower footing is installed on a sea-bed. A support post is in contact with a base rock be being drilled. A prefabricated panel is stacked in a post reinforcement support for the inside thereof to be filled with broken stone and earth and sand to increase a loading object. A support prefabricated panel is stacked in a front surface between a plurality of in-site posts wherein the prefabricated panel is stacked. A reinforcing bar, concrete, and cap beam are installed between each post and a support reaction wall to be integrated, and an upper plate is installed on the cap beam. A sunlight collector plate is installed in a remaining space of the upper plate, and a tower of a wind power generator is installed by being interlocked with a post support in a rear surface of a raised floor, thereby being installed to sufficiently handle a rotational force and a lift force of the wind power generator. Moreover, a power transmission pipe is installed in the wind power generator.",2014,Y02P  60/64; Y02E  10/38; E02D  23/00; E02D   5/00; E02D  27/52; Y02A  10/15; E02B   9/08; F03D  13/20; Y02A  40/81; Y02E  10/22; A01K  61/70; E02B   3/06; F03D  11/04; A01K  61/00; F03B  13/08; F03B  13/14; Y02P  70/523
445707964,TW20143124438,"Method for producing a precast concrete segment of a wind turbine tower, and a precast concrete tower segment formwork","A method for producing a precast concrete tower segment of a wind turbine tower is provided. An inner formwork (220) having at least one bore (240) and at least one holding unit (400) on an inner side of the inner formwork (220) in the region of the bore (240) is placed. A first end (310) of a concrete anchor (300) or a first end (310) of a removable element (410) at the first end (310) of the concrete anchor (300) is introduced from the outer side of the inner formwork (220) through the bore (240) into the holding unit (400) in order to hold the concrete anchor (300). An outer formwork (210) is placed. Concrete is introduced between the inner and outer formwork (220, 210). The removable element (410) in the first end (310) or the first end (310) of the concrete anchor (300) is removed and the precast concrete segment is removed.",2014,E04G  11/20; B28B  23/005; E04B   1/41; B28B   1/14; B28B  21/02; F16B  37/0857; E04H  12/12; B28B  23/0056; F03D  13/22
445740786,KR20140038437,reliability analysis method for offshore wind turbine support structure recording medium for the same and electronic device comprising the same,"The present invention relates to a method for analyzing reliability of an offshore wind turbine structure, and more specifically, to a method for analyzing reliability of an offshore wind turbine structure of a new concept which introduces a dynamic response factor, which is a new probability variable, by normalizing distribution of a dynamic peak response by a static response and solves an analysis time problem, which is the biggest restriction of dynamic structure analysis, as a dynamic response is defined by multiplying the dynamic response factor with the static response.",2014,G06Q  50/04; Y02E  60/76; Y02P  90/30; G06F  17/40; Y04S  40/22; F03D  11/04; G06F  17/50; G06F  19/00
445743306,IL20150239290,Device and method for power generation,NULL,2015,F03D  13/25; F03B   3/04; H02S  10/12; F03B  13/264; F05B2240/95; F03B  17/061; F05B2240/40; Y02E  10/72; F03B; F03B  13/20; F03D   9/008; F03B  13/10; F05B2240/93; Y02E  10/28; Y02E  10/38; F03D   9/007
445747558,FR20150058741,"PROCEDE POUR LA POSE D'UN ELEMENT ALLONGE CONSTITUTIF D'UNE EOLIENNE, EN PARTICULIER UN MAT D'EOLIENNE","L'invention concerne un procÈdÈ pour la pose d'au moins un ÈlÈment allongÈ constitutif d'une Èolienne, en particulier un m‚t d'Èolienne (E1). Ce procÈdÈ de pose comprend au moins une opÈration de manúuvre en translation verticale dudit au moins un ÈlÈment allongÈ (E1) qui est effectuÈe au moyen d'un dispositif de manúuvre (5) adaptÈ au serrage et ‡ l'avancement contrÙlÈs dudit ÈlÈment allongÈ (E1). Ce dispositif de manúuvre (5) comprend au moins un ch‚ssis annulaire (6) qui porte plusieurs caissons de guidage (7) agencÈs autour d'un axe de passage (P'), lesquels caissons de guidage (7) comprennent chacun une chaÓne de guidage comportant un brin frontal pour prendre appui sur ladite surface pÈriphÈrique cylindrique (E11) dudit ÈlÈment allongÈ (E1). Cette au moins une opÈration de manúuvre en translation verticale est obtenue par un cheminement synchrone, et dans un mÍme sens, desdits brins frontaux.",2015,B63B  35/003; B63B2035/446; Y02E  10/727; B63B  27/10; F03D   1/00; B66D   3/003; B63B  35/00; F03D  13/10; F03D  13/40
445754382,SK20140000027,Wind turbine with horizontal axis with rotary surfaces,"The wind turbine consists of a main shaft (9) mounted horizontally in the bearings (26) and (27), which are mounted on the supporting structure (3). On the main shaft (9) is mounted a set of the arms (4), in which are horizontally located the shafts (10) with the rotatable engaging surfaces (8). The rotatable surfaces (8) intended to collection the wind stream (13) are connected to the main shaft (9) by means of the pivoting arms (4), which also serves to extract wind power from the turbine. Each of the shafts (10) is provided with a chain gearwheel (6) connected by a chain (7) with a central gearwheel (5), which is statically fixed to the supporting structure (3), whereby is located on a bearing (29) stepping on a solid hollow pivot (28), which is mounted on the supporting structure (3). The main shaft (9) passes freely and axially through the centre of the hollow pivot (28). The frame of supporting structure (3) is anchored on a pivot base (1).",2014,F03D   3/06; Y02E  10/74
445775501,US201213475773,Externally supported foil with reversible camber and variable chord length,"An externally supported foil with reversible camber and variable chord length is described that allows a thin foil of efficient deformed shape to generate lift equally on opposite angles of attack to a fluid flow. The foil is supported at the leading and trailing edges to ribs that are in turn connected to spanwise spars forming an external structure attachable to a body. The foil is held by leading edge hinge(s) and trailing edge elastic membrane(s) along the span or at the ribs. Membrane pretension keeps the foil taut while generating no lift when parallel to a flow. When rotated by an external mechanism to generate an angle of attack, the membrane stretches due to the differential pressures generated on the foil surface; thereby, passively increasing the chord length and camber. Rib cutouts dictate the deformed aerodynamic or hydrodynamic foil shape that then generates lift.",2012,B63H   9/061; B64C   3/48; F03D   1/0675; F15D   1/00; B63H   9/0635; F05B2240/30; F03D   3/062; F15D   1/10; Y02T  50/14; F03D   7/022; Y02E  10/721; F03D   7/0236; Y02E  10/74; B63H  25/38; F03D   7/02
445788511,US201314651647,Tension leg platform structure for a wind turbine,"Tension leg platform structure for wind turbines It comprises a buoyant structure (110), a platform (120) and at least one anchoring tendon (30) for connecting the platform (120) to a seabed (20) comprising at least a hybrid structure with at least one pre-stressed cable (31) and a pre-stressed concrete structure (32) associated therewith. The anchoring tendons(30) may comprise segments of a given length.",2013,F03D  13/22; E02B2017/0091; E02B  17/0004; F03D  13/20; E02D  27/42; F03D  11/04; B63B  21/50; E02D  27/425; B63B  21/502; E02D  27/10
445848751,ES20110779068T,Gran turbina eÛlica flotante de eje vertical,"Turbina eÛlica flotante de eje vertical que comprende: un cilindro exterior flotante (21) que tiene una abertura central (24) y un balancÌn (22) se extiende hacia fuera con un dispositivo flotante (23) fijado a un extremo; caracterizada por: un cilindro interior flotante (11) que tiene mucho mayor altura que di·metro; una placa superior (12) fijada al extremo superior del cilindro interior flotante; una pala de rotor de eje vertical (13), fijada a la placa superior de manera que el cilindro interior flotante gira junto con la pala de rotor; el cilindro interior flotante (11) est· soportado de forma giratoria dentro de la abertura central del cilindro exterior flotante (21); un cojinete lateral (28) situado entre la abertura central (24) y el cilindro interior flotante (11) para soportar de manera giratoria dicho cilindro interior flotante; y, un generador elÈctrico fijado entre el cilindro flotante interior (11) y el cilindro estacionario exterior flotante (21) de manera se produce energÌa elÈctrica cuando la turbina eÛlica gira.",2011,F03D  80/70; Y02E  10/74; F03D  11/04; Y02E  10/727; Y10T  29/49826; F03D   3/06; F03D  13/25; F05B2240/93; F03D  11/00; Y10T  29/49229; F03D   3/061; F05B2250/86
445942138,CN201510426864,Offshore wind power and ocean tidal current energy combined power generation device,"The invention provides an offshore wind power and ocean tidal current energy combined power generation device. The offshore wind power and ocean tidal current energy combined power generation device mainly comprises an offshore wind power generation subsystem, a tidal current energy power generation subsystem, a brace foundation system and an electric energy transmission system. The offshore wind power generation subsystem is fixed above the sea level through the brace foundation system. The brace foundation system is in a single-pile type foundation form. The tidal current energy power generation subsystem is installed beside the brace foundation system through an L-shaped supporting frame. The electric energy transmission system transmits electricity generated by offshore wind power generators and tidal current energy power generators to a power grid together. Ocean limited space resources are fully utilized; the ocean resource utilization rate is increased; the economic benefits of an offshore wind plant are increased; the tidal current energy power generation subsystem has the yawing function, tidal current energy can be fully acquired, and the power generation rate of equipment is increased.",2015,F03B  15/00; F03D   9/25; F03B  13/12; Y02E  10/725; F03D   9/00; F03D  13/25; Y02E  10/727
445942150,CN201510446779,Motion performance test model and method for floating draught fan,"The invention discloses a motion performance test model and method for a floating draught fan. The test model comprises a pool, a floating wind turbine generator unit model, a wind generation system, a wave generation system and a flow generation system. A floating platform model is connected with the pool through a mooring system model. The wind generation system is opposite to wind turbine blades of a wind turbine model. The wind field section of the output wind field of the wind generation system covers the region where the wind turbine blades run. The wind generation system is electrically connected to a control device. The wave generation system and the flow generation system are both opposite to the wind turbine blades and located on the same side of the wind turbine blades. The wave generation system and the flow generation system are located at one end of the pool. The wave generation system and the flow generation system are electrically connected to the control device. The test model is used for conducting a test so that relatively real and accurate test data can be provided, and the power performance of a prototyping wind turbine generator unit can be evaluated; moreover, the test period is short, cost is low, and risks are small.",2015,B63B  71/20; F03D  17/00; F05B2260/83; F05B2260/84; F03D   1/06; F05B2240/93; Y02E  10/721
445944362,CN201510368677,Self-elevating type offshore platform wind load coefficient test experimental system,"The invention discloses a self-elevating type offshore platform wind load coefficient test experimental system. The self-elevating type offshore platform wind load coefficient test experimental system comprises an experimental platform, a monitoring platform and a control platform, wherein the experimental platform comprises a simulated wind field channel, an atmospheric boundary layer simulation device and a wind flow generation device; the simulated wind field channel comprises a ventilation pipeline and an offshore platform model arranged inside the ventilation pipeline; the atmospheric boundary layer simulation device comprises a momentum loss device, a lateral mixing device and a ground roughness element; the wind flow generation device comprises an air blower and a flow guiding screen plate; the monitoring platform comprises a wind power, wind pressure and wind velocity signal acquisition and processing unit; and the control platform comprises an air blower control unit which is used for controlling output power of a motor of the air blower so as to product wind flows at different wind velocity gradients under the condition of different power, and a data acquisition and processing unit which is used for acquiring, processing, analyzing and displaying signals from the monitoring platform in real time.",2015,G01M   9/00
445947066,CN201510423155,Operation regulation and control system for offshore wind farm,"The invention relates to an operation regulation and control system for an offshore wind farm. Overall planning and regulation and control of the wind farm are realized via an offshore wind farm management information system; maritime monitoring of sea areas corresponding to the offshore wind farm, offshore environmental monitoring of the sea areas, and safety monitoring of offshore personnel are realized, and maritime monitoring information, offshore environmental information, and offshore personnel working information are generated via a maritime-offshore personnel monitoring system; real-time state monitoring of various devices of the offshore wind farm is realized, real-time state information of the devices is generated, and fault evaluation and fault early warning of the states of the devices are performed via a wind farm device state monitoring system; operation information of the wind farm is generated via the offshore wind farm management information system; information interaction is realized, and maintenance corresponding to the operation information of the wind farm and the real-time state information of the devices for the devices of the wind farm is performed via the maritime-offshore personnel monitoring system. According to the system, the operation level of the offshore wind farm can be improved, and intelligent regulation and control can be realized.",2015,G06Q  50/06; G06Q  10/06; Y02P  90/82; Y04S  10/60
445949322,CN201510443427,Double-point elastic supporting cylinder vortex induced vibration fluid kinetic energy conversion device,"The invention provides a double-point elastic supporting cylinder vortex induced vibration fluid kinetic energy conversion device, relates to a fluid kinetic energy conversion device, and aims at solving problems that existing wave energy power generation devices are complex in structure, narrow in power generation frequency band, inflexible in power generation mode and low in float energy efficiency. The double-point elastic supporting cylinder vortex induced vibration fluid kinetic energy conversion device comprises a vibration excitation beam and two vibration exciters. The two vibration excitation power generators are arranged at the two ends of the vibration excitation beam in parallel. Each vibration excitation power generator comprises a connecting plate, a sealing cover, a guide column, a pedestal, two vibration columns, two vibration excitation permanent magnets, two vibrated permanent magnets, two cantilever beam piezoelectric float energy devices and four springs. The guide column is arranged on the pedestal. A cavity is formed between the lower end surface of the guide column and the upper end surface of the pedestal. The two ends of the vibration excitation beam are respectively connected with the two connecting plates. The double-point elastic supporting cylinder vortex induced vibration fluid kinetic energy conversion device is used for power generation.",2015,F03D   9/00; Y02E  10/72; F03B  13/00; H02N   2/18
445976639,CN201520234470U,Hardened system of wind power generation column foot plinth cyclic group plinth,"The utility model relates to a hardened system of wind power generation column foot plinth cyclic group plinth, this system includes: foundation ring basis (1) and a fan tower section of thick bamboo (2), foundation ring basis (1) includes soleplate (10), concrete pillar (9), and foundation ring (8), foundation ring (8) are connected with a fan tower section of thick bamboo (2), girder steel (5) have been arranged at foundation ring (8) outside and concrete pillar (9) top symmetrically, and it is regional that girder steel (5) form regular hexagon around foundation ring (8), reach foundation ring (8) outside on every side at regular hexagon girder steel (5) and have built reinforcing bar concrete beam (6), the both ends and the prestressed anchorage pole sub -assembly (7) of girder steel (5) are connected, prestressed anchorage pole sub -assembly (7) lower extreme anchor is in soleplate (10). The utility model discloses an apply pre -tension to the prestressed anchorage pole, make the peripheral concrete of foundation ring produce pre -pressure, can solve the foundation ring basis because of the tired problem that produces the fracture by fundamentally.",2015,E02D  27/42; E02D  27/44
446084156,CN201510374617,"Guide pipe frame, guide pipe frame foundation platform and guide pipe frame construction method","The invention discloses a guide pipe frame, a guide pipe frame foundation platform and a guide pipe frame construction method. The guide pipe frame comprises at least two main guide pipes and at least two secondary guide pipes, wherein the main guide pipes and the secondary guide pipes are staggered to surround by a lap; the main guide pipes and the secondary guide pipes, close to each other, are connected through middle support rods; multiple inclined support rods are additionally arranged between the main guide pipes and the secondary guide pipes close to each other; and with connecting points of the middle support rods and the main guide pipes as first nodes, the multiple inclined support rods are connected between the main guide pipes and the secondary guide pipes in a sector form with the first nodes as centers. The guide pipe frame, the main guide pipes and the inclined support rods between two secondary guide pipes near the main guide pipes are gathered on the first nodes to facilitate to transfer the load onto the main guide pipes, so that the stability and the fatigue resistance of the guide pipe frame are improved; and as the support rods are not connected in the whole guide pipe frame, and the guide pipes are only connected with the support rods, the numbers of the support rods and the nodes are decreased, the construction is more convenient, the materials are saved, and the construction cost is reduced.",2015,E02D  27/42; F03D  13/25; E02D  27/44; E02D  27/52; E02B  17/02; Y02E  10/727
446094071,CN201510367644,Dynamic simulation system of offshore wind power power-transmission and grid-connected system through VSC-MTDC,"The invention discloses a dynamic simulation system of an offshore wind power power-transmission and grid-connected system through a VSC-MTDC. A main circuit frame of a grid-connected system is given, a design scheme of a monitoring system is improved, a monitoring system framework based on a central monitoring system and convertor station monitoring system double-layer structure is provided, an interface scheme of a fan simulation device monitoring system and a convertor station monitoring system is given, and a coordination control method between VSC-MTDC power transmission system network side converter stations is designed. The dynamic simulation system is advantageous in that a reliable and convenient research platform is provided for a system scheme of the offshore wind power power-transmission and grid-connected system through the VSC-MTDC, control system design, control strategy research and dynamic response characteristic analyses, and a good test environment is provided for system engineering development and debugging.",2015,H02J  13/00; Y04S  10/123; Y02E  10/763; H02J   3/38; Y02E  40/72
446097742,CN201380070900,Method for maintaining floating wind-power generation device,"A method for maintaining a floating wind-power generation device wherein a wind-power generator is installed on top of a floating body moored at a mooring position by a mooring line and electric power generated by said wind-power generator is supplied to a cable. Said method comprises the following steps: a separation step in which the aforementioned mooring line and cable are separated from the floating body of a first floating wind-power generation device that has a site where maintenance is to be performed; a holding step in which, after the separation step, a floating structure is made to hold the aforementioned mooring line and cable; a first movement step in which, after the separation step, the first floating wind-power generation device is moved from the abovementioned mooring position; a second movement step in which a second floating wind-power generation device that does not have a site where maintenance is to be performed is moved to the abovementioned mooring position; and a connection step in which, after the second movement step, the abovementioned mooring line and cable are detached from the abovementioned floating structure and connected to the second floating wind-power generation device.",2013,F03D   9/32; Y02E  10/727; B63B  21/50; B63B  35/00; F03D  13/10; B63B   1/107; B63B2001/044; F03D   7/0264; F03D   7/042; F03D  13/25; B63B2035/446; F03D   9/25; F03D   9/28; F05B2240/95; Y02E  10/725; B63B  39/03; B63B2001/128; F03D  80/50; B63B   9/00; B63B  35/44; B63B2021/505; F03D  13/40; F03D   9/255; F05B2240/93
446110606,CN201520313081U,Ocean current wind -force trisome generating ship,"The utility model discloses an ocean current wind -force trisome generating ship, including ocean current power generation device and wind power generation set, this ocean current power generation device includes and is equipped with water wheels by three hull between adjacent hull, and every water wheels frame and water wheels hub connection evenly arrange along the circumference of this water wheels axle, is equipped with spoonful form water wheels leaf that the opening is relative with water flow direction at the tip of every water wheels frame, this wind power generation set includes the wind wheel, and every wind wheel frame and wind wheel hub connection evenly arrange along the circumference of this wind wheel axle, arranges the air door that is equipped with a plurality of and can self -closing or can open automatically in proper order at the tip of every wind wheel frame, this water wheels axle soft breeze shaft all is connected with the gearbox, and this gearbox is connected with the generator and is driven the electricity generation of this generator. The utility model discloses an under the effect of wind -force, through the change that the angle was opened to air door on the wind wheel frame, can improve the utilization ratio of wind energy, improve the generating efficiency.",2015,F03B  13/00; F03D   9/00; Y02E  10/725; B63B  35/00; B63B   1/10
446114402,CN201520473765U,Power blade device flows,"The utility model provides a power blade device flows, but hand drive and rotating towards a running direction, and contain: a pivot to and several blade module. This pivot and angle interval are each other connected to the blade module, and each blade module includes a grid of connecting this pivot to reaching the several and being array and installing the leaf cup on this grid each other with separating, each leaf cup includes the interior internal surface that caves in and define out a cup space earlier on, and a surface that just moves towards this running direction on the contrary in this internal surface. Through setting up a fairly large number of leaf cup, the structure of each leaf cup can miniaturize, makes the utility model discloses the place that reaches the wind speed soon slow in the wind speed all is suitable for, so the utility model discloses a wind field is suitable for the area can be increased by a wide margin. Additionally, the utility model discloses also can apply to mobile waters such as river and ocean ocean current.",2015,F03B   3/12; F03D   3/005; Y02E  10/74; F05B2240/311; F03D   3/061; F05B2240/216
446116836,CN201520409125U,A make wind rectification system for floating fan model test,"The utility model discloses a make wind rectification system for floating fan model test, including rectangle tube -shape frame, set gradually in make wind device and fairing in the frame, make the wind device and include that a plurality of axial -flow type of arranging as the multirow on the coplanar make the fan, just make the fan all set up in the tip of frame, fairing including set gradually in in the frame and lie in make the honeycomb panel radome fairing and the grid window radome fairing in the fan outside, still include along the outside air outlet extension section of extending of frame tip, air outlet extension section in grid window radome fairing outside air outlet department. The wind field that can make the formation evenly stable, the turbulence scale is low, probably menstruation's region of the whole wind wheel of floating wind turbine generator system motion within range can be covered to the area of exporting the wind field moreover.",2015,G01M   9/04; G01M   9/02
446118464,CN201520377600U,Marine wind power offshore transformer water -cooling and accident oil extraction system,"The utility model discloses a marine wind power offshore transformer water -cooling and accident oil extraction system, including main transformer, accident oil tank, accident oil pipe and coolant tank. Main transformer is equipped with water cooling system and is used for the ji youkeng of collection accident oil extraction. The accident oil tank floats on the sea, just is located main transformer's below. The corresponding setting of end of producing oil in accident oil pipe's oil feed end and collection oil hole, the corresponding setting of oil feed end of accident oil pipe's produce oil end and accident oil tank, accident oil pipe be used for with accident oil extraction direction in the collection oil hole in the accident oil tank. Coolant tank with the accident oil tank links to each other and coolant tank is located accident oil tank below, coolant tank is equipped with wet return, outlet pipe and sets up the pump body on outlet pipe or wet return. The wet return intercommunication extremely water cooling system's play water end (W. E. ), the outlet pipe communicates extremely water cooling system's the end of intaking. The utility model discloses can save the occupation space on the marine booster stations platform, can replace the mode that the forced air cooling reduces the main transformer temperature, and the cooling effect be good and the energy can be saved.",2015,H01F  27/14; B63B  38/00; H01F  27/16
446150123,KR20140002927U,TOOL FOR FIXING PIECE,"????? ?????? ???? ?? ??? ?? ??? ????. ? ??? ?? ??? ???? ? ?????? ??? ?? ???, ????? ?????? ????? ?? ??? ??? ???? ?? ??? ??? ? ??.",2014,Y02E  10/727; E02B  17/04; B63B  35/44
446156675,JP20150143560,ENERGY STORAGE DEVICE,"PROBLEM TO BE SOLVED: To provide an energy storage device capable of simplifying an internal structure of a floating body in comparison with that of a prior art, miniaturizing the floating body and a mooring device, and reducing manufacturing costs, in the energy storage device which includes a vertical rotating shaft, the floating body supporting the vertical rotating shaft, and a generator disposed in the floating body, and operably engaged with the vertical rotating shaft to be rotated and driven, and in which the floating body is moored on water.SOLUTION: An energy storage device includes a first floating body configuring an oscillatable vertical rotating shaft, and a moored second floating body surrounding the first floating body. The first floating body can implement relative oscillation to the second floating body on an axis orthogonal to the vertical rotating shaft, and relative linear motion to the second floating body in the extending direction of the vertical rotating shaft. A power transmission device is mounted on the second floating body for converting rotational kinetic energy of the first floating body into driving torque of the generator. The energy storage device is installed on the water for converting electric power supplied to the generator into rotary energy of the first floating body, and storing the power in the first floating body.",2015,F03B  13/20; F03B  17/06; F03D   9/008; H02J  15/00; F03D   3/005; Y02P  70/527; F05B2240/95; F03D   3/02; F05B2260/904; F03D  80/30; F05B2270/1011; Y02E  10/223; Y02E  10/28; Y02P  70/523; F03D   9/25; F03D   9/11; F03D  13/22; F03D  15/00; F05B2240/93; Y02E  10/38; F03B  17/063; Y02E  10/727; Y02E  10/74
446195385,CN201510266449,Device improving stability of wind power installing ship and using method of device,"The invention provides a device improving the stability of a wind power installing ship and a using method of the device. The device is arranged in a pile shoe and comprises an electromagnetic valve, a pressure distribution plate, rocker sliding block mechanisms, strengthening rods and sleeves. The rocker sliding block mechanisms comprise the first rocker sliding block mechanism and the second rocker sliding block mechanism which are connected in series and drive the strengthening rods to move in the sleeves up and down. The rocker sliding block mechanisms, the strengthening rods and the sleeves are symmetrically arranged. According to the using method of the device, a hydraulic cylinder installed on the inner side of the pile shoe is utilized, the rocker sliding block mechanisms are utilized for enabling the strengthening rods to slide along the sleeves fixed to the pile shoe to be inserted into the seabed, and the rocker sliding block mechanisms can be self-locked. Each pile shoe is provided with a plurality of strengthening rods, the capability of insertion of the strengthening rods into the seabed is improved, the stability produced when the strengthening rods are inserted into the seabed is improved, and accordingly the stability of the ship is improved. Meanwhile, the device has the mechanism self-locking function, the locking force is large, and operation is easy.",2015,B63B  21/50; E02B  17/06
446197205,CN201510283937,Vertical-shaft wind/hydraulic electric generating device,"The invention discloses a vertical-shaft wind-hydraulic electric generating device which comprises a tower column, a wind energy conversion unit, a hydraulic energy conversion unit, a hydraulic control system and an electric generator. The hydraulic energy conversion unit comprises a first impeller and a first driving disc which surround the tower column. The upper end and the lower end of the first impeller are pivoted to the exterior of a first supporting column through bearings respectively. The upper end of the first impeller is connected with the first driving disc. The edge of the top of the first driving disc is provided with a plurality of first top blocks protruding upwards. The first driving disc drives a hydraulic cylinder through the first top blocks. The output end of the hydraulic cylinder is connected with a constant-pressure liquid storage tank. The output end of the constant-pressure liquid storage tank is connected with a hydraulic motor. The hydraulic motor is in linkage with the electric generator. The hydraulic control system is adopted for energy conversion, and multiple hydraulic cylinders can be arranged to improve energy conversion efficiency.",2015,F03B  13/00; F03B  11/06; F03D   9/00; F03D   9/25; Y02E  10/74; F03D  13/25; Y02E  10/226; F03B   3/12; F03B  11/00; F03D   3/06; Y02E  10/223; Y02E  10/727
446215848,CN201480015856,Weather maintenance system for offshore wind turbine maintenance program,"An all-weather maintenance system for an offshore wind turbine maintenance program includes a maintenance capsule for transporting tools, parts and maintenance personnel to and from respective wind turbine towers, a maintenance vessel with a capsule support apparatus for transporting capsules supported on board by the capsule support apparatus to and from respective wind turbine towers, and a crane assembly with a trolley for transporting capsules between the respective wind turbine towers and the maintenance vessel.",2014,B63B  23/28; B63C   9/06; E02B2017/0091; B63C2009/035; F03D  13/25; B66C  23/207; E02B  17/0034; B66C  23/18; F03D  80/50; B63B  27/32; B66B   9/187; F03D  13/20; B63B  27/10
446244700,CN201520291810U,Semi -submerged formula marine wind power foundation structure,"The utility model discloses a semi -submerged formula marine wind power foundation structure, including the ballast tank, the edge of ballast tank is provided with a plurality of stands perpendicularly, and the center of ballast tank is provided with center pillar perpendicularly, a plurality of stand symmetric distributions are at the edge of ballast tank, and a plurality of stands and center pillar all set up on the same plane of ballast tank, and every stand all links to each other with center pillar through surface of water flotation tank. The effect of disc type ballast tank is a symmetry of improving constitutional water dynamic performance, reduces the focus of structure, increases hanging down of structure and swings the damping, the effect of surface of water flotation tank improves the buoyant center, the improvement of buoyant center and the stability that centrobaric reduction can improve floating structure greatly, and the water dynamic performance that the damping can improve the structure is widely swung with hanging down to the symmetry of structure.",2015,E02D  27/52; E02D  27/42
446281686,ES20130162119T,CimentaciÛn de aerogenerador off-shore,"CimentaciÛn (2) de aerogenerador off-shore, del tipo que comprende: - una plataforma (4) que lleva un soporte (13) de poste de aerogenerador en su regiÛn central y varias guÌas (11) de puntal en su regiÛn perifÈrica; - varios puntales (5) de los cuales cada uno se puede desplazar entre una posiciÛn alta de transporte y unas posiciones bajas de apoyo sobre el fondo marino (6), caracterizada porque cada puntal (5) es libremente deslizable en su guÌa (11).",2013,F03D  13/22; Y02E  10/72; E02B  17/021; E02D  27/42; E02D  27/425; Y02E  10/727; F05B2240/95
446320686,CN201510564342,Offshore wind turbine foundation and construction mechanism thereof,"The invention discloses an offshore wind turbine foundation which is fixed into pipe columns with openings. The offshore wind turbine foundation comprises a first body, a connecting plate and a second body which are sequentially arranged from top to bottom. One side of the connecting plate is connected with the first body, and the other side of the connecting plate is connected with the second body. The ends, away from the connecting plate, of the second body extend into the openings and are connected with the pipe columns. When the pipe columns are deflected from the preset installation position and the deflection of the pipe columns exceeds the permitted construction error, the second body can be deflected from the connecting plate by a certain degree so that the second body can be smoothly inserted and fixed into the pipe columns. The offshore wind turbine foundation is simple in structure and high in operability, the situation that the deflection permitted column sinking error is large can be rapidly remedied, the smooth installation of the offshore wind turbine foundation can be ensured, and the offshore construction installation efficiency and reliability are improved; the pipe columns which are large in construction error do not need to be specially processed, and the economic benefits of the offshore wind turbine foundation are good.",2015,E02D  27/44; E02D  27/52
446320750,CN201510415887,Offshore wind turbine and leveling device thereof,"The invention discloses an offshore wind turbine and a leveling device thereof. The leveling device comprises an installation component and an impact hammer. The installation component is used for being mounted on a tower drum of the offshore wind turbine. The impact hammer is arranged on the installation component and used for hammering a wind turbine base in the vertical direction. Compared with the prior art, the offshore wind turbine and the leveling device thereof have the advantages that leveling only needs to be conducted once, leveling efficiency is improved, and installation cost is reduced.",2015,E02D  27/42; E02D  27/44; F03D  13/25; Y02E  10/727; E02D  35/00
446338972,CN201480016283,Offshore facility,"An offshore facility (100) comprising a floating platform (102); a metal processing apparatus ( 104) disposed on the floating platform; and a power management module (106) adapted to manage and provide a stable power supply to the metal processing apparatus. The offshore facility (100) may also include a power generation system, comprising a plurality of wind turbines (304) and/or a gas turbine (710), for supplying the metal processing apparatus which optionally includes a furnace (108). The offshore facility (100) may further include an LNG regasification facility and a mooring system (306) configured to supply gas or electrical power from the floating platform to another location.",2014,B63B  35/44; B63B2035/4473; F02C   6/04; F17C2265/05; Y02E  20/16; B63B2035/444; F05B2240/93; F03D   9/00; F17C2227/0323; Y02E  10/725; B63B  21/50; B63B2035/446; F03D  13/25; Y02E  10/727; F02C   6/18; F03D   1/02; F17C   7/04; F17C2227/0318; H02J   3/46; F17C2270/0121; C22B   7/00; C22B   9/16; F03D  80/00; F17C2227/0311; F17C2265/07; F02C   3/22; F03D   9/25
446389056,CN201520460770U,Marine wind power foundation grouting barge of working,"The utility model discloses a marine wind power foundation grouting barge of working, marine wind power foundation grouting barge of working, including hull and power supply room, placing of material district, dilution water supply pond, mixer, grouting pump and the coupling hose of setting on the hull, be equipped with the generator in the power supply room, mixer and grouting pump respectively with send out a motor electrically connected, it has grouting material to stack in the placing of material district, be equipped with in the dilution water supply pond be used for with grouting material dilutes the water for grout liquid, mixer and coupling hose communicate with the grouting pump respectively. The utility model discloses have clear and definite directive function, can promote the good development of china's offshore wind farm construction, make the marine wind power foundation grouting operation accomplish on safe and reliable ground, improve the efficiency of construction.",2015,E02D  15/04; E02D  27/12; B63B  35/28
446394084,CN201520522450U,Flexible capsule wave energy power generation facility,"The utility model discloses a flexible capsule wave energy power generation facility, including being fixed in submarine foundation bed, be fixed with flexible construction's silicone tube on the foundation bed, the capsule main part adopts flexible extremely strong silicone tube promptly, and the one end of silicone tube is sealed, and the other end is connected with the standpipe that is used for transmitting the water, and the top of standpipe is equipped with air inlet housing and exhaust chamber, the top of gas vent is equipped with aerogenerator, fills water in the silicone tube, and the silicone tube makes the water in the silicone tube pour into the standpipe along with the transform shrink or the expansion of the crest trough of outside wave form the pulsation, and the water level in the standpipe is along with the pulsation rises the rapid drawdown suddenly, during the water level rapid drawdown, gas is in proper order through air inlet, air inlet housing, admission valve entering standpipe, when the water level rose suddenly, the gaseous compressed of standpipe inner chamber, gas outwards exhausted through air bleeding valve, exhaust chamber, gas vent in proper order, and the impeller that gas blew aerogenerator drives the aerogenerator electricity generation. The utility model discloses simple structure, manufacturing and maintenance cost are low, very big degree has improved the wave energy utilization ratio.",2015,Y02E  10/725; Y02P  70/523; Y02P  80/158; F03B  13/24; F03D   9/00; Y02E  10/38
446394138,CN201520546645U,A small -size power station that is used for shallow sea unrestrained power of wind -force that can popple,"The utility model discloses a small -size power station that is used for shallow sea unrestrained power of wind -force that can popple, its characterized in that: small -size power station includes power station main part and the wind ship that links to each other through the pivot with the power station main part, the power station main part is including electricity generation cabin and water tank and set up the base in the water tank bottom, the electricity generation cabin is equipped with the installation door that is used for the inside block terminal of installation including setting up the generator continuous with the pivot on electricity generation cabin upper portion on one side lateral wall in electricity generation cabin, the water tank includes and a plurality ofly is used for separating baffle water tank accommodation space, that have the through -hole and sets up the valves that turn on the water on the water tank bottom plate, is equipped with a plurality of holes on the lateral wall of the valve that turns on the water, and it is sealed that the inlet damper is passed through to the bottom of the valve that turns on the water, and the inlet damper passes through the connecting rod and links to each other with the switch that sets up in the floor top in electricity generation cabin. The utility model discloses a water tank deposit water flow control ups and downs, the rotation through the wind ship provides power for the generator, has simple structure, area is little, practicality advantage such as strong.",2015,B63B  35/00; F03D   9/00; F03B  13/14; Y02E  10/38; Y02E  10/72
446394140,CN201520305718U,Novel ocean energy resources synthesizes power generation system,"The utility model discloses a novel ocean energy resources synthesizes power generation system, including wind power generation set, the trend can power generation facility, electric energy transform and control system and energy storage and load system, wherein cable and energy storage and load system can be passed through respectively by power generation facility to wind power generation set and trend, the electric energy transform is connected with control system, wherein the trend can include the sea anchor anchor body by power generation facility, the guiding principle that drags of connecting the anchor body and hull, trend electricity generation subassembly and cable, wherein anchor body front end with drag the guiding principle and be connected, the trend is installed at anchor body tail end center can power generation facility, the float is through cursory hawser and anchor body coupling, and the float links to each other with ship rear through retrieving vice cable, the trend can be connected with the cable by power generation facility, cable transmission to energy storage and load system are crossed to its electric flux that sends, electric energy transform and control system. This kind installs not only energy efficiency height, can realize distinguished and admirable cogeneration moreover, has reduced the consumption and the waste of fishing boat self -energy effectively.",2015,F03D   3/06; F03B  13/26; Y02E  10/74; Y02E  10/28
446423517,RU20140117781,METHOD OF ORIENTING WINDMILLS WITH HORIZONTAL AXIAL PROPELLER-TYPE TURBINES,"FIELD: energy.SUBSTANCE: invention relates to wind power engineering, namely to wind-driven power plants with horizontal axial propeller-type turbines. Method of orienting windmills with horizontal axial propeller-type turbines relative to direction of air flow, including installation on platform with possibility of its rotation in horizontal plane about vertical axis, at that, for stable orientation axis of every turbine parallel to wind flow, platform is made so that to provide statically stable position of each turbine in wind flow centre lateral pressure of whole structure of platform with turbines is located behind vertical axis of rotation of platform. On platform support towers are fixed, on upper end of each support tower is platform, on which is rigidly fixed horizontal axial propeller turbine together with generator and variator on common shaft, wherein platform is made in form of floating, it is placed in water reservoir, in fore end of floating platform in its diametrical plane of pivoted one end of flexible rod, other end of which is pivotally fixed on anchor.EFFECT: invention is aimed at maximum use of wind energy.5 cl, 1 dwg, 1 tbl",2014,F03D   3/00; Y02E  10/74; F03D   7/00; F03D   1/00; F03D   9/00; Y02E  10/72
446425912,RU20140124108,METHOD OF MAKING OF SECONDARY ENERGY CARRIER - HYDROGEN BY WIND ENERGY CONVERSION,"FIELD: power industry.SUBSTANCE: method of making of secondary energy carrier - hydrogen by wind energy conversion includes wind kinetic energy conversion by means of sailing mover to the kinetic energy of ship movement in open ocean areas with powerful air flows, and then by means of the hydraulic turbine and electric generator to the electric energy, used for water decompounding to hydrogen and oxygen with hydrogen liquefaction and accumulation in cryogenic tanks. The twin-hull boat with sail mover is used as floating ship, it works under physical principle of wing lift. The hydraulic turbine and electric generator are used temporarily as ballast, moving them through vertical, ensuring required twin-hull boat stability under strong wind blasts.EFFECT: increased use factor of wind energy and power of sailing mover.2 dwg",2014,Y02P  70/523; B63H   9/04; Y02E  10/70; F03D   5/00; F03B  13/10; Y02E  10/22; C25B   1/04; Y02E  60/366; Y02P  20/133
446430361,US201414651323,Floating body structure,"The floating body structure is a floating body structure that supports an object to be supported so that the object to be supported floats in the sea, including a floating body section connected to a base end portion of the object to be supported, wherein the floating body section has a lid body made of steel, an outer pipe made of steel, and an inner pipe made of steel and provided inside the outer pipe, and the floating body section is hermetically sealed by the lid body in a state where at least a portion of a gap formed between an outer wall surface of the inner pipe and an inner wall surface of the outer pipe is filled with concrete or mortar.",2014,B63B   1/12; Y02E  10/725; B63B  35/44; B63B2035/446; F05B2240/95; B63B  43/06; B63B2001/128; F05B2240/40; B63B   5/20; F05B2240/93; Y02E  10/727; B63B   1/04; B63B   1/10; B63B   1/107; F03D  13/25
446432685,US201214655335,"Method and device for controlling floating body wind turbine power generating apparatus, and floating body wind turbine power generating apparatus","A method of controlling a floating-body wind turbine power generating apparatus including a wind turbine generator disposed on a floating body includes a pitch-angle increasing step of increasing a pitch angle of a blade of the wind turbine generator when the wind turbine generator is stopped, so that an aerodynamic braking force is applied to a rotor of the wind turbine generator. In the pitch-angle increasing step, a first change rate of the pitch angle of the blade in a first period during which the wind turbine generator is in an inclining motion toward an upwind side from a vertical direction due to sway of the floating body, is smaller than a second change rate of the pitch angle of the blade in a second period during which the wind turbine generator is in an inclining motion toward a downwind side from the vertical direction due to the sway of the floating body.",2012,F03D   7/0224; F05B2240/93; F03D   7/02; F03D   7/0252; F03D   7/026; Y02E  10/723; F03D   7/0244; F05B2270/309; F05B2260/901; B63B  35/44; B63B2035/446; F03D   7/04; Y02E  10/721
446455293,PT20070732399T,OFFSHORE APPARATUS FOR CAPTURING ENERGY,NULL,2007,F03B  13/12; F03D   9/00; B63B2035/4433; B63B2035/4453; B63B2035/446; E02B2017/0091; F05B2240/95; F05B2240/40; F03D   9/11; F05B2220/61; B63B  35/00; B63B  35/44; F03D   9/257; Y02E  60/15; F03D   9/10; F03D  13/25; Y02E  10/727; Y02E  70/10; F03D   9/02
446487272,GB20150016593,Mounting device for an elongate flexible member,"A mounting device 24 (Fig 5) for an elongate flexible member 12 (Fig 4) (such as an electrical cable) passing through the wall of a structure 16 (Fig 4) (such as an offshore seabed mounted wind turbine support pillar). The mounting device comprises an elongate body 30 having longitudinal axis A-A (Fig 5); internal passageway 26 (Fig 7) passing through the body parallel to the longitudinal axis, for receipt of elongate flexible member: plurality of elongate recesses 58 in the body, the axis of each recess being inclined to the longitudinal axis of the body; plurality of apertures in the outer peripheral face of the body, each of said apertures corresponding to a respective one of the recesses; and engagement member 60/62, displaceably mounted in each recess, for movement along the recess. The engagement members, recesses and the apertures are dimensioned allowing the engagement members to project partially beyond the outer peripheral face of elongate body, but prevent engagement members from leaving the recesses through the apertures in the outer peripheral face of the body. The mounting device further comprising biasing means 64, bias the engagement members along the recesses towards the apertures in the outer face of the body.",2015,F03D  80/80; H02G   3/22; H02G   1/10; F16L  37/23; F03D  80/85; F16L   5/00
446493248,CA20142911964,OSCILLATING PROPULSOR,"A curved body (830), for propelling fluids, crafts and harvesting fluid power, comprises a convex outer leading surface securely connected to a concave inner trailing surface to define an open vessel. Upon oscillation, ambient fluids are accelerated and ejected from the vessel to propel the vessel and the ambient fluids in opposite directions. Apparatus is secured to a motive power source directly or via actuating member (832), by fastening through aperture (834). The oscillating propulsor can be operated directly by a reciprocating motive power source, and indirectly by the reaction momentum imparted to a supporting base. Thrust may be vectored by rotation of the curved body (830) about the supporting base. Drag reduction using fluid dynamic shapes, intake openings, a fore fin (844), an aft fin (846), and a lubricant cavity, are embodied. Enhanced propulsion using multistage oscillating propulsors is embodied.",2014,B64D  27/00; F05B2240/311; F03B  13/20; F03B  17/06; F05B2240/931; B60F   3/0007; B63H   1/30; B63H   1/32; B63H   3/008; F05B2210/16; Y02E  10/38; Y02E  10/721; Y02T  70/5254; B63H   1/36; B64C  11/325; F03B  13/14; Y02E  10/70; F05B2220/90; B64C  25/32; B64C  29/0008; F03D   5/06; Y02E  10/28
446509534,BR2009PI17983,"mÈtodo para mover uma turbina eÛlica flutuante, e, sistema de turbina eÛlica flutuante","mÈtodo para mover uma turbina eÛlica flutuante, e, sistema de turbina eÛlica flutuante um mÈtodo de mover uma turbina eÛlica flutuante (1) em relaÁ„o a um corpo de ·gua, a turbina eÛlica flutuante (1) tendo um corpo flutuante com uma nacela na sua extremidade superior, compreende flutuar a turbina eÛlica flutuante (1) no corpo de ·gua e rebocar a turbina eÛlica flutuante (1), enquanto mantendo o corpo flutuante em uma posiÁ„o inclinada, por meio da qual a nacela È mantida livre da ·gua. como a turbina eÛlica (1) È mantida em uma posiÁ„o inclinada, pode ser rebocada atravÈs de regiıes de ·gua mais rasa do que se estivesse em uma posiÁ„o vertical.",2009,F03D  13/20; Y02E  10/727; F05B2240/95; Y02E  10/721; Y02E  10/726; B63B  75/00; B63B  21/00; F03D  13/10; F03D  13/40; B63B  35/44; F03D   1/00
446510930,EP20150795631,VERTICAL AXIS WIND MACHINE HAVING CONTROLLABLE OUTPUT POWER,"A vertical axis wind machine having controllable output power, comprising a wind machine base, and an integrated shaftless circular three dimensional framework having a rigid connection with an annular floating body; blades are installed on the three dimensional framework; the angles of attack of the blades are controlled via a computer; the wind machine base is provided with an annular groove with water; the annular floating body using the rigid connection to support the three dimensional framework is the bottom structure of the wind machine rotating body, and the shape of the annular floating body is consistent with the inner cavity of the annular groove; the angles of attack and lifting force direction of the blades installed on the wind machine can be automatically controlled by computer according to the momentary wind force on the blades; the blades of the wind machine are of a double-sided lift type; the lift-type blades are in the shape of wings, and the front edges thereof are normally in the windward direction, and the rear edges are in the downwind direction.",2015,F03D   5/04; F03D   3/005; F03D   7/06; Y02E  10/70; F03D   3/00; F05B2270/1033; F03D   3/067
446538468,US201514720520,Offshore support structure,"A support structure for an offshore device is provided, including a vertical guide sleeve and three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical guide sleeve. The support structure also includes a transition joint including a cylindrical portion for connection to an offshore device, such as a support tower of a wind turbine assembly, and a conical portion connected to the vertical guide sleeve. To provide resistance to thrust, bending, and torsional fatigue, at least one set of braces is formed in an oval, racetrack, obround, or stadium configuration, and one or more horizontal stiffeners are positioned in the transition joint to maximize the strength of the support structure.",2015,E02B2017/0056; E02D  25/00; E02B  17/02; E02B2017/0091; E02B  17/00; E02B  17/027; E02D  27/50; E02D   5/22; E02D  27/20; E02D  27/42; F03D  11/04; E02D  27/18; E02D  27/425; E02D  27/44; E02D  27/52
446539012,US201314653313,Device and method for placing components of a structure,"A device for placing components of a structure, in particular a wind turbine includes hoisting means placed on a surface, a boom of which is provided with a hoisting cable with attaching means for a component for placing, wherein a lifting plane is defined by the boom and the free-hanging hoisting cable. The boom includes a guide device for the attaching means. The guide device is connected to the boom by means of a displacing device displaceable along a longitudinal axis of the boom. The guide device is configured to limit movement of the attaching means in a direction running transversely of the lifting plane, and further includes a catching construction configured to receive and displace the attaching means parallel to the lifting plane between a position in the vicinity of the boom and a position further removed from the boom and/or vice versa.",2013,Y02P  70/523; B66C  23/18; F03D  13/10; Y10T  29/49318; B66C  23/52; F03D   1/00; Y02E  10/727; B66C  13/06; Y02E  10/721; F03D   1/06; F05B2240/95; B66C  23/185; F03D  11/04; F03D  13/25; F03D  13/40
446594215,CN201510471224,Intelligent ocean oil contamination adsorption device,"An intelligent ocean oil contamination adsorption device comprises a floating oil absorption device, a conveying device, a wind power conveying device, a heat pump device and a controller. The floating oil absorption device comprises an oil absorption conveying belt, a floating body and oil absorption balls. The wind power conveying device comprises a draught fan, a cyclone separator and a first rotary valve. The heat pump device comprises a refrigeration box and an oil dissolving tank. The oil adsorption conveying belt is arranged on the floating body. The oil absorption balls are located on the oil absorption conveying belt, and the floating body is connected with a ship. During using, the oil adsorption balls are conveyed through the floating oil absorption device, the conveying device and the wind power conveying device to circularly move, the oil absorption balls are cooled through the refrigeration box of the heat pump device, and the cooled oil absorption balls are used for condensing and adsorbing floating oil of the ocean or rivers. The oil dissolving box of the heat pump device is used for dissolving the floating oil adsorbed by the oil absorption balls. The oil contamination is treated through refrigerating and heating of the heat pump device, and no oil absorption fiber material is needed. In the oil contamination removing process, energy is saved, environment friendliness is achieved, and the loss of the oil adsorption material is avoided.",2015,B63B  35/32; E02B  15/10; Y02A  20/204
446596049,CN201510584627,Inflation transportation water-pressing-pile fixing type foundation of offshore wind power tower,"The invention discloses an inflation transportation water-pressing-pile fixing type foundation of an offshore wind power tower. The foundation comprises a cavity and multi-stage water pressing piles arranged in the cavity. Multiple air inlet valves and multiple water inlet valves are arranged on the surface of the cavity. Each multi-stage water pressing pile comprises a U-shaped cylinder and multi-stage hollow piston rods nested sequentially. Air is injected into the cavity after the cavity and the wind power tower are assembled, and the cavity and the wind power tower are dragged to a wind power plant construction site; the interior of the cavity is filled with water till the cavity sinks to the seabed; then high-pressure sea water is pressed into the U-shaped cylinders to push all stages of the hollow piston rods to be drilled into gravel holes stage by stage till limit positions; and water is pumped out, concrete is poured into the multi-stage water pressing piles, and the permanent foundation of the wind power tower is formed after the concrete is solidified. According to the foundation, the foundation is reasonable in structure and convenient to manufacture, transport and mount; the work amount of manufacturing and the work amount of mounting are reduced, the construction period is shortened, and it is guaranteed that a wind power plant is combined to the grid and generates power as soon as possible; the foundation of the offshore wind power tower has great economic benefits.",2015,Y02E  10/727; F03D  11/04; F03D  13/25; Y02P  70/523
446620723,CN201380069507,"Floatable transportation and installation structure for transportation and installation of a floating wind turbine, a floating wind turbine and method for transportation and installation of the same","The present invention relates to a floatable transportation and installation structure for transportation and installation of an essentially fully assembled and erected floating wind turbine, wherein said transportation and installation structure is comprising securing means for detachably and temporarily securing the floatable transportation and installation structure to the erected floating wind turbine in such a way that the floating* wind turbine is stabilized and can be moved by moving the transportation and installation structure. Further, the invention relates to a floating wind turbine comprising securing counter means connectable to securing means of a floatable transportation and installation structure according to the before mentioned kind and to a method of transportation and installation of such a floating wind turbine.",2013,E02B  17/04; E02D  27/52; F03D  13/22; Y02E  10/727; B63B  35/44; B63B2021/505; E02B2017/0091; F05B2240/93; Y02E  10/721; E02D  27/50; F03D  13/25; B63B2035/446; F05B2240/95; B63B   1/107; E02B2017/0039; B63B  21/50; B63B  35/00; Y02B  10/30; B63B  35/003; B63B2001/128; E02B  17/02; E02B2017/0047; E02B2017/0095
446651829,CN201520480220U,Many function combination formula ocean power generation platform that can gather and gather crowd,"The utility model discloses a many function combination formula ocean power generation platform that can gather and gather crowd, it is polygonal electricity generation platform body including a plurality of to gather the crowd, every electricity generation platform body is including setting up the flotation pontoon platform at the polygon angle point, the setting is at the vertical axis at flotation pontoon platform top to aerogenerator and solar energy power generation unit, the setting is at the tidal power generation unit of flotation pontoon platform bottom, close the ocean breed district that forms with the wave electrical cell of flotation pontoon platform flexonics with mainly enclosing by the fishing net of hook in wave electrical cell. After adopting above -mentioned structure, can collect multiple electricity generation such as wind -force, solar energy, morning and evening tides, wave and the fishery is bred, seawater desalination is as an organic whole. Can also solve the structure problem that rigidity connection mode was hugely brought between the flotation pontoon because of the span, each vertical axis disturbs the distance little to aerogenerator each other, and generating set focus on the platform is lower, and the flotation pontoon is closely spaced to the wave energy can be collected, the impact of wave to the flotation pontoon is slowed down.",2015,Y02E  10/74; F03D   9/00; Y02A  20/141; B63B  35/44; F03D   3/00
446655567,CN201520210937U,Marine wind power steel constructs gravity type fan basis,"The utility model discloses a marine wind power steel constructs gravity type fan basis, its constitution includes: the steel cylinder body (1), concrete platform (2), outer platform (3), ballast (4), sea level (5), sea bed (6) and grouting material (7), its characterized in that: the steel cylinder body (1) locate concrete platform (2) in, concrete platform (2) are fixed to be set up on sea bed (6), in having irritated all around of the steel cylinder body (1) grouting material (7), in the steel cylinder body (1) inside bank up ballast (4), outer platform (3) expose sea level (5) and attach on the steel cylinder body (1). It is applicable to various types of sea beds, is suitable for depth of water 4 -10m, and more traditional concrete gravity type foundation is light a lot, and it is also very convenient to be under construction, can obviously save construction cost.",2015,E02D  27/44; E02D  27/52; E02D  27/42
446655579,CN201520421725U,Take raft board combined type marine wind power fan single pile basis,"The utility model discloses a take raft board combined type marine wind power fan single pile basis, its constitution includes: single pile (1), prefabricated reinforced concrete raft mat foundation (2), high strength is grouting material (3) and sea bed (4) under water, prefabricated reinforced concrete raft mat foundation (2) set up the nearly ground surface at sea bed (4), and prefabricated reinforced concrete raft mat foundation (2) center is equipped with the reservation hole, the middle hole of reserving that prefabricated reinforced concrete raft mat foundation (2) was passed to single pile (1) location pours into in the clearance of single pile (1) and prefabricated reinforced concrete raft mat foundation (2) high strength grouting material (3) under water. It is softer that it has solved the sea bed shallow soil, uses marine wind power fan single pile basis, and the anti power of stake side soil is lower, and single pile stake footpath is great, the wall thickness is thicker, cost problem on the high side.",2015,E02D  27/44; E02D  27/52
446667689,CN201520520044U,Marine surveillance device based on power supply is synthesized to wind -force and solar energy,"The utility model relates to a marine surveillance device based on power supply is synthesized to wind -force and solar energy, including channel safety coefficient to and the power supply unit who links to each other with it, wherein, power supply unit includes supply control module, aerogenerator, solar cell and energy storage power supply body, to above -mentioned hardware module, adopt the utility model discloses a technical scheme constitutes marine surveillance device based on power supply is synthesized to wind -force and solar energy, adopts dual power supply structure through the design, can be under the various different environment condition, for channel safety coefficient provides stable power supply, guarantee channel safety coefficient job stabilization nature.",2015,H02J  15/00; F03D   9/00; Y02E  10/72; H02J   7/35; Y02E  10/766; Y02E  70/30
446700123,KR20140051946,Floating Offshore Wind Turbine,"The present invention relates to a floating ocean wind power generator, wherein stable wind power generation is enabled by maintaining a constant posture even in a shallow sea area and in an environment with waves. The floating wind power generator comprises: a wind rotor; a supporting tower having the wind rotor connected to an upper end part; an upper floating body to support the supporting tower while floating on the surface of the water; a lower floating body floating on the surface of the water while being separated from the upper floating body, having greater buoyancy than the buoyancy of the upper floating body having a flow hole formed in the middle; at least one connection part to connect the upper floating body to a lower floating body; a plurality of ballast tanks installed in the lower floating body, and arranged at regular angle intervals around the supporting tower; a connection pipe to move ballast water between the ballast tanks by connecting the ballast tanks; and a pump part to move the ballast water between the connection pipe.",2014,F03D   1/00; Y02E  10/727; B63B2035/446; Y02E  10/723; F03D   7/0224; F03D  13/25; B63B  35/44; F03D   7/04; F05B2240/93
446701900,US201514819408,Propeller blade,"A propeller blade includes a body configured to extend radially from the hub of a propeller. The body can include a front surface, a back surface, a leading edge, and a trailing edge. The top of the body can form a tippet that generally transitions the front and back surfaces from extending in a generally radial direction to a generally axial direction. The tippet can reduce radial flow and force losses, redirect the radial flow in an axial direction, reduce the exit flow area of the propeller, and increase the inlet flow area of the propeller. The front surface of the blade can have a planar configuration that prevents or reduces the creation of low or negative pressure across the front surface of the blade and associated cavitation.",2015,B64C  11/18; F03D   1/06; F04D  29/18; F04D  29/32; F04D  29/324; F01D   5/141; F04D  29/384; F05B2240/30; Y02E  10/721; B63H   1/26; F01D   5/14; F04D  29/38; F04D  29/181
446724417,JP20150535071,????????????????????????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63B  35/44; F03D  80/00; F03D  13/25; B63B  21/502; Y02E  10/727; F03D  11/04; F03D  13/20; F16G  11/00; B63B  21/50; B63B  35/00; B63B2035/446
446728353,KR20140053224,An analysis of the multi-layered soil on monopile foundation of offshore wind tower,"The present invention relates to a method for analyzing a multi-layered ground on a monopole foundation of an offshore wind tower. More specifically, the method comprises: an external strength calculating step of calculating external strength applied to the offshore wind tower; a displacement calculating step of calculating a displacement of a tower base by using the external strength calculated from the external strength calculating step; and a ground reaction calculating step of calculating a ground reaction of the ground by using the displacement calculated from the displacement calculating step. The external strength calculating step comprises: a wind calculating step of calculating wind applied to the tower by wind; a wave strength calculating step of calculating wave strength applied to the power by wave; and a thrust calculating step of calculating thrust applied to the tower by rotation of a blade. Overall substantial external strength applied to a tower of an offshore wind generator is considered, and subgrade reaction is respectively calculated according to a soil constituting the ground. The same may be applied to a multi-layered ground, and an interaction between a base of the tower and the surrounding ground can be accurately analyzed.",2014,G06F  19/00
446763894,JP20150130076,"METHOD FOR ASSEMBLING WIND POWER GENERATOR, DECOMPOSITION METHOD FOR WIND POWER GENERATOR, INSTALLATION METHOD FOR WIND POWER GENERATOR, AND WORKING SHIP FOR WIND POWER GENERATOR","PROBLEM TO BE SOLVED: To provide a method for assembling wind power generator capable of assembling the wind power generator within a short time while a nacell is placed in a horizontal orientation.SOLUTION: This invention relates to a method for assembling a wind power generator constituted by a wind power generator configured by assembling an upper structure 100B having a nacell 103 and a lower structure 100A having a floating member 101 to each other by using a working ship 1 having a frame 20. In this method, assembling step is carried out in such a manner that the upper structure is supported by the frame in such a way that a rotating shaft 103a of the nacell may become substantially in parallel with a horizontal surface W and also the lower structure is arranged below the upper structure, and at the same time a relative motion between the lower structure and the frame is restricted and the upper structure is moved downward with respect to the frame, and thus the lower structure and the upper structure are assembled to constitute the wind power generator.SELECTED DRAWING: Figure 16",2015,Y02E  10/722; F03D  11/04; F03D  80/00; Y02E  10/726
446852384,CN201510415260,Large-force-accumulating and large-power-generating brand new set device,"The invention discloses a large-force-accumulating and large-power-generating brand new set device. The large-force-accumulating and large-power-generating brand new set device comprises any machine powered by manpower, water power, wind power, electric power and the like, a corresponding connecting part, a speed reducer, a steel plate force accumulator, a power generator and an electric appliance or a power grid. The large-force-accumulating and large-power-generating brand new set device has the beneficial effects that the large global difficulty of the instability of the wind energy is overcome by 200%, and normal power supplying can still be achieved in the typhoon climate or the two-day wind-free climate; the large-force-accumulating and huge-power-generating brand new set device is comprehensively used for infinite machines such as vehicles and ships to serve as brand new power; 70% of the space of a storage battery of a submarine and 90% of the labor of technicians are immediately saved; and the large-force-accumulating and large-power-generating brand new set device can further be applied to at least 38 international large projects such as self-power-generation mobile phones, self-power-generation computers, charger babies, ten-thousand-year towers, physical fitness, door opening and closing, tap water self-force-accumulation power generation projects and percussive sea-surface-self-force-accumulation-villa earthly paradises (specific setting data and core drawings of all the projects are supplied).",2015,F03D   9/00; F03D   9/10; F03G   7/00; Y02E  10/72; F03G   1/00; F03B  13/00
446852444,CN201510466933,Anti-typhoon wind power station,"The invention discloses an anti-typhoon wind power station. The situation that blades realize different wind attack angles at different wind speeds is automatically controlled, the blades are controlled to rotate to the horizontal direction in case of typhoon so as to resist the typhoon with the smallest windward side, and rotation of stopping blades is utilized and a blade lock is utilized to fixedly lock horizontal blades so as to further enhance the wind-resistant performance of the anti-typhoon wind power station; in addition, a raft is arranged to realize settlement, so that turbulence impact caused by sea waves can be effectively avoided to further enhance the stability of the anti-typhoon wind power station; in case of system failure, the raft cannot settle as expected, standby self-submersion protection can be started; the anti-typhoon wind power station is simple in structure, convenient to operate, simple and convenient in subsequent maintenance, and wide in range of application, facilitates installation and construction, has higher anti-typhoon performance, and can be established and used in a sea area not suitable for erecting and fixing a tower.",2015,F03D   1/06; Y02E  10/723; F03D   7/02; F03D  13/25; Y02E  10/721; Y02E  10/727; B63B  35/44; F03D   7/04
446901452,CN201520511196U,Wind -powered electricity generation drive fishing boat,"The utility model discloses a give first place to with wind power generation drive fishing boat, diesel engine is the novel fishing boat of the dual drive of assisting, establishing constitutions such as motor, engine, power automatic switching control equipment, transmission shaft, screw, battery, hull and boats and ships control system on it, being equipped with wind power generation mechanism on its characterized in that hull, this wind power generation mechanism includes the wind wheel, and with the generator that the wind wheel shaft links to each other, the generator passes through the wire and links to each other with motor and battery respectively, and engine and motor pass through power automatic switching control equipment and link to each other with the transmission shaft, and the transmission shaft links to each other with the screw. When daytime the sky fine, when wind -force was great, the generator was to motor power supply to a power, simultaneously again to storage battery charging, for the deposit electric energy of the fishing boat traveles is provided. Diesel engine passes through power automatic switching control equipment and links to each other with the transmission shaft. When overcast and rainy, calm or storage battery microcomputer was not enough night and daytime, the energy supply of automatic start diesel engine, the two complements one another. It can be the electric energy with wind energy conversion both as long as the fishing boat traveles moreover not only to have improved the actual service life of fishing boat to provide the fishing boat power that traveles. This wind power generation mechanism mountable is on any one kind ship. Reduce the right material of diesel oil, reduced the fuel cost of fishing boat, still obtained more clear emission, subtracted dirty the reduction of discharging.",2015,Y02T  70/5236; F03D   3/06; B63H  21/20; F03D   3/02; B63H  21/17; Y02E  10/74
446909260,CN201520532034U,Take changeover portion single pile fan foundation structure,"The utility model discloses a take changeover portion single pile fan foundation structure, including single pile pile body, changeover portion, the changeover portion embeds at the inboard of single pile pile body and connects into a whole through welding and single pile pile body, the upper end of changeover portion is connected through the tower section of thick bamboo that the flange encircled the face of catching up with, the upper end of single pile pile body is provided with operation platform, and operation platform is located the lower extreme outside of changeover portion. The utility model discloses be different from the outside and take the structure plan of changeover portion, need not carry out sea grout, save the operation on the sea time, the expense of saving, the biography of structure advocates to pass through welded structure moreover, increases the reliability of structure. Comparing in not taking changeover portion structure single pile basis, requiring to reduce to construction equipment and construction process, be about to at marine wind power be favorable to accelerating the construction progress under the background of extensive development, perpendicularity that can the bonding pile foundation requires and the security of flange ring structure.",2015,E02D  27/44; E02D  27/52; E02D  27/42
446909348,CN201520365769U,A harmonious liquid damper system that combats earthquake for single pile foundation structure of marine wind power unit,"The utility model provides a harmonious liquid damper system that combats earthquake for single pile foundation structure of marine wind power unit, including the steel -pipe pile, the pile bolck and the tower section of thick bamboo of steel -pipe pile are connected, and the seabed is buryyed to the bottom of steel -pipe pile, is equipped with in the steel -pipe pile rather than the welt that the cross -section direction is the same, is equipped with a plurality of gas pockets on the welt, and a plurality of gas pocket equipartitions are in on the welt, the last surface mounting of welt has the water tank. The utility model discloses the pile body displacement has obtained the earthquake reaction of effectual control, the pile foundation that can significantly reduce under seismic action.",2015,E02D  27/42; E02D  27/12; E02D  31/08; E02D  27/52; E02D  27/34
446912920,CN201520633161U,Stormy waves power generation facility,"The utility model discloses a stormy waves power generation facility belongs to new forms of energy power generation sector, the utility model discloses a stormy waves power generation facility can utilize two kinds of energy simultaneously, and its main part includes floating body and the many typhoon ripples generating set of setting on the floating body, and every typhoon ripples generating set includes the disturbance wheel of generating set, increaser and two coaxial settings, and disturbance wheel receipt wind energy and/or wave energy driving vane wheel are rotatory, and the blade is taken turns the wheel and is driven the increaser rotation to it is high -speed rotatory to drive coaxial generating set, be provided with the ratchet on blade wheel, be fixed with on the increaser with ratchet complex ratchet, be equipped with 8 blades on disturbance wheel, blade on the alternate 45o of adjacent blade, two the disturbance wheel 22.5o that staggers each other. The utility model discloses simple structure, energy exchange efficiency height, low in production cost is favorable to the popularization and application of stormy waves electricity generation.",2015,F03D   1/06; Y02E  10/226; F03D   9/00; Y02E  10/725; F03B   3/12; F03B  13/22; Y02P  70/523; F03B  11/00; Y02E  10/721; Y02E  10/223; Y02E  10/38
446932900,TW20143134398,Wind power generator,"A wind power generator includes: a tower disposed onshore or offshore and configured to be a supporting pillar of a power generator, a nacelle disposed on the tower and including the power generator inside thereof; a rotor disposed at one end of the nacelle and including a hub and a blade configured to receive wind and convert the wind to rotational energy. A yaw driving unit disposed at a connecting portion between the tower and the nacelle and configured to control positions of the nacelle and rotor with respect to the tower is provided, and the yaw driving unit includes a releasing unit configured to release yaw drive force from being transmitted.",2014,F03D   1/02; F03D   7/04; F03D  80/88; F05B2260/4031; F03D  11/00; F03D   7/02; F03D   7/0204; F03D  13/25; F03D  15/10; Y02E  10/723; F03D  15/00; Y02E  10/727
447023566,DK20130001017T,"Forbindelse mellem en funderingspÊl i en bygning, isÊr en onshore- eller offshore-bygning, f.eks. et onshore- eller offshore-vindenergianlÊg, og et isÊr r¯rformet overgangsstykke, og fremgangsmÂde til fremstilling af samme",NULL,2013,E02D   5/526; E02D  27/50; E02D  27/42; E02D   5/50; E02D  27/52; F03D  13/22; E02D  27/425; E02D   5/54; E02D  27/12
447138246,CN201520368504U,A aerogenerator basis scour prevention structure for coastal intertidal zone,"The utility model provides an aerogenerator basis scour prevention structure for coastal intertidal zone, including the soleplate, concrete cap has been pour on its upper portion, and the mud layer is buryyed to the latter half of soleplate, and the outer edge of soleplate is equipped with the scour prevention device, downward sloping outside the scour prevention device, and its longitudinal section is the splayed, and the upper surface of scour prevention device is equipped with the scour prevention bump that many rings shape was arranged, and the lower part of soleplate is equipped with the tubular pile that many whorls of root shape distributes, and the scour prevention structure is still including being used for the connection wind generating set's linkage segment, the linkage segment lower extreme is pour in the soleplate. Adopt the utility model discloses a structure, the environment of the adaptable intertidal zone in aerogenerator basis tide bulge and fall, the earthing erodees around the basis, uniform settlement and horizontal displacement can all not be effectively controlled on the basis to can be fine resist the corrosivity of groundwater, and have low -priced, reliable, the simple and convenient advantage of construction.",2015,E02D  27/44; E02D  27/52; E02D  31/06
447141670,CN201520454118U,Wave energy photovoltaic and marine fan integrated power production system,"The utility model discloses a wave energy photovoltaic and marine fan integrated power production system, including more than one foundation pile, wind energy conversion system, booster stations and more than one wave energy power generation facility. The wind energy conversion system with booster stations electric connection, and wind energy conversion system and booster stations are all installed on the foundation pile. Wave energy power generation facility links to each other with the foundation pile through a plurality of hawsers, wave energy power generation facility and booster stations and/or wind energy conversion system electric connection. For current wave energy power generation system, the utility model discloses cancelled original anchor positioning system, anti -Typhoon semi -submerged and refuted that platform, vapour -pressure type rise the facility of diving, boats and ships pull the facility and the bank send facilities such as transmission of electricity submarine cable, wave energy electricity generation practicality and economic nature have so been improved. The while wave energy power generation facility power of generating electricity is supplied with marine fan on the spot and is dissolved or carry to booster stations, has improved the economic nature of wave energy photovoltaic power generation, has improved marine fan and booster stations and from the power consumption reliability, has wholly improved marine wind power engineering construction comprehensive utilization ratio.",2015,F03B  13/14; F03D   9/00; H02S  10/12; Y02A  30/17; Y02E  10/38; Y02E  10/725
447141696,CN201520397549U,Offshore wind power generation device,"The utility model relates to a power generation facility, concretely relates to offshore wind power generation device, including energy drive chain, steel pylon, the energy drive chain includes wind wheel, main shaft, acceleration rate case, generator, the vertical direction setting is personally submitted with the level to the energy drive chain, the wind wheel sets up in energy drive chain top and connects perpendicularly in acceleration rate case input through the main shaft, the generator sets up in energy drive chain bottom and connects perpendicularly in acceleration rate case output, set up the blade on the wind wheel, the blade profile is streamlinedly and for central horizontal plane longitudinal symmetry. The utility model provides an operating repair complicated, need be to wind device, the higher problem of the more complicated manufacturing cost of blade, have the loss and maintain for a short time, easy, need just can not produce the useful technological effect that great wind energy and cost are hanged down to the wind device.",2015,Y02P  70/523; F03D   3/06; F03D   9/00; Y02E  10/74
447239476,ES20130001017T,"ConexiÛn entre un pilote de cimentaciÛn de una construcciÛn, en particular de una construcciÛn en tierra o mar adentro, como por ejemplo una turbina eÛlica en tierra o mar adentro, con una pieza de transiciÛn en particular tubular y procedimiento de fabricaciÛn de la misma","ConexiÛn entre un pilote de cimentaciÛn de una construcciÛn, en particular de una construcciÛn en tierra o en alta mar, como por ejemplo una turbina eÛlica en tierra o en alta mar, con una pieza de transiciÛn en particular tubular, en la que el pilote de cimentaciÛn y la pieza de transiciÛn est·n colocados uno sobre otro o insertados uno en otro con un espacio intermedio entre los mismos y el espacio intermedio se rellena al menos en parte con un hormigÛn o mortero de alta resistencia tras el endurecimiento, caracterizada por que al menos durante el endurecimiento en el espacio intermedio se disponen un primer grupo de preferiblemente al menos tres cuÒas dobles dispuestas enfrentadas entre sÌ, que est·n dispuestas de manera circunferencial con una distancia entre sÌ, y un segundo grupo dispuesto axialmente desplazado con respecto al primer grupo de preferiblemente al menos tres cuÒas dobles dispuestas enfrentadas en cada caso, que est·n dispuestas de manera circunferencial con una distancia entre sÌ, para suprimir o impedir un movimiento relativo entre el pilote de cimentaciÛn y la pieza de transiciÛn, en particular un movimiento de inclinaciÛn y/o traslaciÛn horizontal del pilote de cimentaciÛn.",2013,E02D   5/526; E02D  27/42; E02D   5/54; F03D  13/22; E02D  27/12; E02D   5/50; E02D  27/425; E02D  27/50; E02D  27/52
447249362,US201314654231,Controlling motions of floating wind turbines,"A motion controller for a floating wind turbine with a plurality of rotor blades, is arranged to control a motion of the floating wind turbine in a yaw direction. The controller adjusts the blade pitch of each rotor blade so as to create a net force to control the motions. The controller includes a control action which is proportional to a yaw offset angle and/or a control action which is proportional to an integral of the yaw offset angle.",2013,F03D   7/0224; F05D2240/90; Y02E  10/721; Y02E  10/723; F05B2240/93; F05B2270/705; F03D   7/0204; F05B2260/96; F05D2210/12; F03D   7/02; F03D  11/04; F03D  13/25; Y02E  10/727
447249386,US201514831793,Offshore energy storage device,"The present invention relates to a floating wind energy harvesting apparatus for offshore installation, comprising an elongated wind turbine body extending along a longitudinal wind turbine body axis, said wind turbine body comprising a lower body portion and an upper body portion; wind turbine blades attached to the upper body portion; at least a first cavity inside said wind turbine body and arranged within a first radial distance from said longitudinal wind turbine body axis; at least a second cavity arranged within a second radial distance, greater than said first radial distance, from said longitudinal wind turbine body axis; at least a first pump for pumping water from said first cavity to said second cavity; and an energy converter attached to said wind turbine body for converting the rotation of said wind turbine body to electrical energy.",2015,F03D   9/25; F03D   9/28; F03G   3/08; F05B2240/93; F05B2240/95; Y02E  10/725; Y02E  60/16; F03D   3/005; F03D  11/04; H02K   7/02; H02K   7/025; H02K   7/18; F03D   9/12; H02K   7/1853; F03D   9/00; Y10T  74/2119; F03D   3/00; F03D   9/10; F03D  13/25; Y02E  10/727
447268240,EP20150382598,FLOATING STRUCTURE FOR OFFSHORE WIND TURBINE APPLICATIONS,"The floating structure for offshore wind turbine applications comprises a hull having an immersed section defining at least one interior space therein which is at least partially filled by a foam material having gradually varying characteristics such as foam density (¡F), compressive strength (F C ) and reduction of buoyancy (RB) according to a hydrostatic pressure (HP) acting on the hull at given depths. The hull immersed section may have a number of interior spaces arranged in levels contained within different planes.",2015,Y02E  10/72; F03D   9/30; B63B2035/446; B63B   5/00; B63B  35/44; F05B2240/93; B63B  22/20; B63B2001/044
447302134,JP20140030218,CONSTRUCTION METHOD FOR OFFSHORE WIND POWER GENERATION FACILITY,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,Y02E  10/726; F03D  11/04; Y02E  10/727; F03D  13/20; B63B  35/00; F03D  13/10
447302139,JP20140030527,SPUR TYPE FLOATING STRUCTURE AND METHOD FOR OPERATING SPUR TYPE FLOATING STRUCTURE,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,F03D   9/00; F03D  11/04; B63B  35/44; F03D   7/04; Y02E  10/721; B63B2035/446; F03D   1/06; F03D  80/00; B63B2035/442; Y02E  10/723
447314306,JP20140148743,MOVING TYPE OCEAN WIND TURBINE,"PROBLEM TO BE SOLVED: To provide a moving type ocean wind turbine that can be moved when a wind direction changes in order to improve a generating efficiency.SOLUTION: A moving type ocean wind turbine 300 comprises a column 310, bases 322, 324 and a plurality of turbine blades 330 having blade surface similar to that of a sail. When the direction is sufficiently in parallel with the blade surface of the turbine blade, the ocean wind turbine is moved along the wind direction. When the wind direction is not substantially in parallel with the blade surface of the turbine blade, the turbine blade is driven by wind to drive the column to generate electricity. In another preferred embodiment, it may also be applicable that there is provided a controller for detecting a wind direction and controlling a moving direction of the moving type wind turbine.",2014,F03D   3/02; F05B2240/93; F03D   3/068; F05B2240/932; F03D   3/06; F03D   9/32; B63B2035/446; G05D   1/0206; B63B   1/125; F03D   3/005; F03D   7/06; F03D   9/00; F03D  13/20; F03D  13/25; Y02E  10/727; Y02E  10/74; B63B  35/44; F03D   9/25
447318756,JP20150540631,????????????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D  13/25; Y02E  10/727; B63B  35/00; B63B  35/003; B63B2001/128; E02B  17/02; E02B2017/0047; Y02B  10/30; B63B2021/505; B63B2035/446; E02B2017/0091; F05B2240/95; B63B   1/107; E02B2017/0039; E02B2017/0095; E02D  27/52; F03D   1/06; F03D   9/00; B63B  21/50; B63B  43/06; E02B  17/04; E02D  27/50; F03D   9/34; F03D  13/22; Y02E  10/721; B63B  35/44; F05B2240/93
447393988,DK20110703504T,"Vedligeholdelse af offshore-vindm¯lleanlÊg, hvor der udnyttes et arrangement med et flydende havneskib og et antal til pendulsejlads beregnede fart¯jer",NULL,2011,B63B  35/086; B63B  35/40; B63B  25/006; B63B  35/00; B63B  25/00; Y02E  10/727
447394028,DK20110796742T,Installation og fremgangsmÂde til udnyttelse af vindenergi,NULL,2011,B63B2035/446; F03D   7/048; B63B  21/50; B63B  22/02; F03D  13/25; Y02E  10/727; B63B  35/44; B63B  39/02; B63H  15/00; B63H  25/42; F03D   9/257; F03D  13/22; F05B2240/93; F05B2240/96; B63B  21/507; B63H  25/00; F03D   9/00; F03D  11/04; F03D  17/00; F05B2240/95
447401385,KR20140172472,DEVICE FOR CIRCULATING WATER USING A WIND POWER ENERGY,"The present invention relates to a water circulation device using wind power energy and, particularly, to a water circulation device using wind power energy, capable of circulating stagnant water in the lower part to the upper part by using wind power and rotating an impeller, and circulating water by being equipped with a function of generating power and using electricity charged in a battery during periods of no wind or slight wind. According to the present invention, a water circulation device using wind power energy with a simple structure which does not have a complex device, is capable of improving water quality in a park or a lake or the like, by using wind power energy due to a wind, elevating bottom water insufficient for dissolved oxygen to a water surface, and supplying sufficient oxygen.",2014,Y02W  10/15; C02F   1/74; Y02W  10/37; B01F   5/10; C02F   7/00; F03D   3/02; B01F   5/104; Y02W  10/33; Y02E  10/74
447423116,CN201510427943,"Offshore wind power generating unit, onshore wind power generating unit foundation and installation method of onshore wind power generating unit foundation","The invention discloses an onshore wind power generating unit foundation. The onshore wind power generating unit foundation is provided with multiple landing legs and tightly-embedding columns. The landing legs and the tightly-embedding columns are of a hollow structure. Due to smaller dead weight, in the installation process, the onshore wind power generating unit foundation can be consigned to a predetermined sea area in a towing mode, and therefore the transportation difficulty is lowered; after installation, the tightly-embedding columns are tightly embedded into a sea bed, firmer positioning can be achieved, the influences of ocean current on the onshore wind power generating unit foundation are reduced, and then the onshore wind power generating unit foundation can be suitable for sea areas with different geological conditions and sea conditions. The invention further discloses an offshore wind power generating unit and an installation method of the onshore wind power generating unit foundation.",2015,E02D  27/42; E02D  27/10; E02D  27/52; E02D  33/00
447423118,CN201510481801,Construction device and method for offshore wind turbine foundation with piling performed later,"The invention provides a construction device and method for an offshore wind turbine foundation with piling performed later, and belongs to the technical field of offshore wind turbine foundation construction. The construction device comprises the offshore fan foundation, a pipe casing and a sleeve. The pipe casing is used for installation of a steel pile and arranged at the bottom of the offshore wind turbine foundation. The lower end of the sleeve is detachably connected with the upper end of the pipe casing. According to the construction device and method for the offshore wind turbine foundation with piling performed later, by adding the sleeve for temporary construction, it is ensured that offshore wind turbine foundation leveling and grouting connection work does not need underwater operation performed by workers and completely adopts dry operation, and operation is safe and reliable; traditional wet grouting is changed into dry grouting, constructors achieve real-time monitoring on a pipe casing platform, and construction precision is easy to control; and meanwhile, offshore rock-socketed construction is convenient.",2015,E02D   5/28; E02D  27/14; E02D  27/42; E02D  27/425; E02D   5/60; E02D  27/52
447440068,CN201480016800,System and method for transporting and testing a crane intended for use in an offshore wind turbine,"The invention relates to a system for transporting and testing a crane (14) which is intended for use in an offshore wind turbine (21). The system comprises a crane (14), a transporting frame (15) and a foundation (16). A first connecting mechanism (22, 23) is provided for establishing a releasable connection between the crane (14) and the transporting frame (15). A second connecting mechanism (19, 29) is provided for establishing a releasable connection between the transporting frame (15) and the foundation (16). The system can assume a starting state, in which the crane (14), the transporting frame (15) and the foundation (16) are separate from one another. The system can assume a transporting state, in which the crane (14) is connected to the transporting frame (15). The system can assume a testing state, in which the crane is connected to the transporting frame (15) and in which the transporting frame (15) is connected to the foundation (16). The invention also relates to a corresponding method. The invention makes it possible for the crane (14) to be assembled, and tested, at a site remote from the offshore wind turbine (21).",2014,B66C  23/36; B66C  23/62; B66C  23/74; B66C  23/365; B66C  23/20; B66C  23/207; G01M  99/007
447470336,CN201520499153U,Hybrid wireless remote control aquaculture monitoring ship,"The utility model belongs to the technical field of aquaculture and a hybrid wireless remote control aquaculture monitoring ship is disclosed, including the monitoring ship body, the monitoring ship body includes the cabin and the deck of boat, deck of boat one end is equipped with the tail fishplate bar, tail fishplate bar lower extreme is equipped with the rudder, deck of boat upper end is equipped with signal reception emitter, bracing piece, shines board and mast, upper end of the support bar is equipped with the fan, the mast upper end is equipped with camera and LED light, be equipped with energy conversion device, motor, internal electric source, radio control apparatus, oxygenerator and storage case in the cabin, the motor passes through the transmission shaft and links to each other with the screw, the cabin lower extreme is equipped with oxygen detection device and sonar. The utility model discloses a fan and energy conversion device can become the electric energy with the wind energy conversion in the environment and store in the internal electric source, through oxygen detection device, can detect the content that dissolves oxygen in the pond underwater, are favorable to further making and releasing oxygen through the oxygenerator.",2015,B63B  35/00; B63B  45/02; B63H  21/17
447470372,CN201520600882U,Can take off and land natural of aircraft can boats and ships airport,"The utility model aims to design a can take off and land natural of aircraft can boats and ships airport can draw solar energy according to the structure of self and produce electric power, utilizes the electric drive hull to advance, retrieves the wind energy and change electric energy configuration fuel driving machine once more into in the wind energy tower is utilized to the process of advancing, can retrieve most kinetic energy, increases the forward velocity of ship or reaches fuel -saving purpose. The utility model discloses a realize through following technical scheme: a can take off and land natural of aircraft can boats and ships airport, includes boat deck and hull, wherein: boat deck sets up the control tower, an at least wind energy tower, the hull divide into two -layerly at least, and the bottom is motor -driven storehouse, and the top layer is the ship machinery room, the wind energy tower is by base, control tower connecting seat, bottom wind power generation machine platform, lift wind power generation machine control tower constitution.",2015,Y02E  10/727; B63H  21/17; B63G  11/00; B63B  35/50
447479032,CN201520528241U,Marine wind power unit and basis thereof,"The utility model discloses a marine wind power unit basis, this marine wind power unit basis is equipped with a plurality of landing legs, and the outer end of every landing leg is connected with and inlays tight post, when using, inlays tight stake pocket and goes into the sea bed to fix whole basis, through setting up a plurality of landing legs and inlaying tight post, make marine wind power unit basis can adapt to the sea bed of various different geological conditionss, through first flange and each landing leg of the 2nd flange joint for whole marine wind power unit basis can fall into different modules separately makes, and then for large -scale production facilitates, also makes things convenient for simultaneously and guarantee the workmanship. On this basis, the utility model also discloses a marine wind power unit of having above -mentioned basis.",2015,E02D  27/10; E02D  27/52; E02D  27/42
447482954,CN201520546703U,Test model of floating fan exercise performance,"The utility model discloses a test model of floating fan exercise performance, test model include pond, floating wind turbine generator system model, make the wind system interconnected system, make the wave system interconnected system and class system that makes. The floating platform model is connected with the pond through the system model that moors. Make the wind system all with the wind turbine blade of wind energy conversion system model sets up relatively, and the region that wind turbine blade moved has been contained in the feng chang cross -section of just making wind system output wind field all, makes wind system interconnected system electric connection extremely and the controlling devic. Make the wave system all and class system that makes all sets up with wind turbine blade relatively, and lie in same one side of wind turbine blade, make the wave system and all and make a class system and lie in pond one end, make the wave system interconnected system and reach make class electric connection of system a to controlling means. Through the utility model discloses test model tests, can provide validation data true accurate relatively, so can evaluate prototype floating wind turbine generator system's dynamic performance, and test duration is short, with low costs and the risk is little.",2015,B63B  71/20
447513618,EP20150805255,"METHOD FOR TRANSPORTING A BUOYANT STRUCTURE WITH A VESSEL, AND THE VESSEL ASSOCIATED WITH THE METHOD",NULL,2015,B63B  35/28; F03D  13/40; B63B  21/50; Y02E  10/727; B63B  35/003; F05B2240/95; B63B2021/505; E02B2017/0091; B63B  21/502; B63B  35/00; B63B2035/446; F03D  13/10; F03D   1/00
447513664,EP20150805278,IMPROVEMENTS TO ROTATING MACHINES WITH FLUID ROTOR HAVING ADJUSTABLE BLADES,NULL,2015,B64C  27/54; Y02E  10/74; F03B  17/06; B63H   1/10; F03D   7/06; F05B2240/931; B64C  39/003; F03D   3/068; F05B2210/16; F05B2240/923; Y02E  10/28; B63H   1/08
447524000,US201214357328,Pumped-storage power plant,"An underwater pumped storage power plant that includes: an accumulator system with pressure vessels fillable with water and; a water outlet for water flow out of the system into a surrounding ocean against hydrostatic water pressure (PT) corresponding to water depth (T); a pump at the water outlet to pump water out of the system by converting electrical energy into potential energy corresponding to a displaced water column PT; a water inlet to allow water flow into the system from the surrounding ocean; a common generator at the water inlet, to convert the potential energy back into electrical energy when water flows in; electric lines to transport the electrical energy from the ocean surface to the power plant and back, wherein the pressure vessels are pressure-resistant and resistant to deformation from the PT at the ocean floor.",2012,F03D   9/25; H02S  10/12; Y02P  80/158; F03B  13/10; F03D   9/007; Y02E  60/17; Y02E  10/20; F03B   3/10; Y02E  10/22; Y02E  10/32; F03D   9/14; Y02E  10/72; Y02P  70/523; F03B  13/06; Y02E  10/223; Y02P  70/525
447524034,US201414764458,"Method of installation of an offshore wind turbine tower, with pile-based foundations, and equipment for implementing said method","Method for installation of an offshore tower, which comprises: providing a tower mast, piles, anchoring means, a platform with securing means, and buoyancy means with securing means; fastening piles to platform; fastening mast to platform in the use position; providing actuation and/or braking means between piles and platform; providing a platform between lower zone and upper zone; anchoring means to piles and to platform; launching buoyancy means; launching base assembly (platform, mast, piles, anchoring means); securing base assembly to buoyancy means using securing means; transferring transport assembly to tower location; actuating actuation and/or braking means until piles are fixed in the seabed; fastening piles to seabed; actuating actuation and/or braking means until platform is on a level with pile upper zone; mounting wind turbine on mast; removing securing means and withdrawing buoyancy means from platform; and tensioning anchoring means.",2014,E02D  27/42; F03D  13/10; E02D  27/16; F03D  13/40; E02D  27/52; E02D  27/425; F03D  13/22; Y02P  70/523; F03D  13/20; F03D  13/25; F05B2230/60; Y02E  10/727; E02D  27/50; E02D  27/525; F03D  11/04; F05B2230/61; F05B2240/95
447533681,PT20130001017T,"CONNECTION BETWEEN A FOUNDATION POST OF A STRUCTURE, IN PARTICULAR AN ONSHORE OR OFFSHORE CONSTRUCTION, SUCH AS AN ONSHORE OR OFFSHORE WIND TURBINE, COMPRISING IN A PARTICULAR TUBULAR TRANSITION PIECE AND METHOD FOR MANUFACTURING THE SAME",NULL,2013,E02D  27/52; E02D  27/12; E02D   5/526; E02D  27/42; E02D  27/425; E02D   5/50; E02D   5/54; E02D  27/50; F03D  13/22
447591244,EP20150200470,A WIND TURBINE PLANT OR CLUSTER WITH VERTICAL AXIS WIND TURBINES,"A wind turbine plant comprises a common turbine support platform (14) supporting at least two vertical axis wind turbines (12 i ) horizontally spaced apart from one another. A swivel device (24) supports the common turbine support platform (14), so that the latter is swivellable about a substantially vertical swivel axis (18). Each of the turbines (12 i ) includes a substantially vertical shaft (44 i ) and at least three wing-shaped turbine blades circumferentially distributed around the vertical shaft (44 i ). The wing-shaped turbine blades of both turbines (12i) are exposed to the wind in the space between the vertical shafts (44i) of the two neighbouring turbines (12i). The rotation diameters of the two neighbouring turbines (12i) are separated by a horizontal distance s that is between 0.2*dmax and 1.5*dmax, where dmax is the largest rotation diameter of the two vertical axis wind turbines (12). Two neighbouring vertical axis wind turbines (12 i ) are designed for having opposite directions of rotation.",2015,F03D   7/06; F03D   3/02; F05B2240/93; Y02E  10/28; F03B  17/062; F03D   9/007; F03D   9/11; Y02E  10/74; F03B  17/06; F03D   3/005; F03D  13/25
447600830,KR20140056339,Offshore Wind Power Electricity Generating Farm Watching System,"In an offshore wind power electricity generating farm monitoring system, the offshore wind power electricity generating farm monitoring system using a sonar and image analysis of the present invention includes: a sound detection part (sonar, 100) which detects sound along a distance (L) and a direction (D) of a target (T) approaching a wind power electricity generating farm from the outside of the wind power electricity generating farm, and then transmits the detected sound to a control part (200); the control part (200) which checks whether the target (T) has a just right (ID information) to enter the wind power electricity generating farm, and transmits unauthorized access of the target (T) to a management computer (400) wirelessly if it is judged that the target does not have the just right; an acoustic warning part (300) which receives a signal from one of the control part (200) or the management computer (400) and then transmits an acoustic warning sound for preventing access to the direction where the target (T) exists; and the management computer (400) which receives the access of the target (T) not having the just right (ID information) capable of entering the wind power electricity generating farm from the control part (200) wirelessly, and then stores the information.",2014,G08B  23/00; G01S  15/66; G06Q  50/10
447627487,EP20150200821,WIND POWER GENERATION SYSTEM,"A wind power generation system comprising: a wind power generation equipment having a rotor which is operative to convert energy of received wind to rotational energy, a nacelle 3 which supports the rotor rotatably, a tower which supports the nacelle 3 rotatably, a floating body 5 which supports the tower 4 and at least a part of itself is positioned above the surface of the sea, a fixing member 7 which is installed or fixed on the sea bed, a mooring member 6, 21, 22 which couples the floating body and the fixing member 7, characterized in that the mooring member is coupled to the floating body at place upward of the center of gravity of the floating body 5 and the wind power generation equipment, and the floating body is practically supported by one fixing member 7.",2015,B63B  21/50; F03D  13/25; F05B2240/93; Y02E  10/727; Y02E  10/726; B63B2021/505; B63B2035/446; F03D  13/22; Y02E  10/721; B63B2035/442; F03D   9/25; B63B  35/44; F05B2240/2213; F05B2240/95; F03D  13/20
447650234,FR20150056277,PLATE-FORME FLOTTANTE DESTINEE A SUPPORTER UNE TOUR D'EOLIENNE ET EOLIENNE COMPRENANT UNE TOUR ASSEMBLEE A LA PLATE-FORME,"L'invention est une plate-forme (0) flottante destinÈe ‡ supporter une tour (5) d'Èolienne, la plate-forme (0) comprenant un ensemble d'au moins trois bras (1) radiaux disposÈs en Ètoile fixÈs autour d'une base, un ensemble de corps (2) flottants fixÈs ‡ l'extrÈmitÈ des bras (1) radiaux opposÈe au centre de l'Ètoile. Chaque bras (1) radial a une entretoise (8) radiale disposÈe selon l'axe (1a) de symÈtrie du bras et selon la direction (5a) verticale. Une extrÈmitÈ (8c) d'une entretoise (8) radiale est reliÈe ‡ une extrÈmitÈ (8c) d'une entretoise (8) radiale adjacente par une entretoise (6b) rectangulaire. Une entretoise (7) circulaire est fixÈe perpendiculairement ‡ l'axe (1a) de symÈtrie de chaque bras radial et ‡ l'extrÈmitÈ du bras (1) radial la plus proche du centre de l'Ètoile. Des parois (6a) de section semi-elliptique sont fixÈes aux bras (1) radiaux de faÁon que l'arÍte (6aa) de jonction entre une paroi (6a) de section semi-elliptique et un bras (1) radial soit semi-circulaire . L'invention concerne Ègalement une Èolienne comprenant une tour assemblÈe ‡ la plate-forme.",2015,Y02E  10/727; B63B   5/20; B63B  75/00; B63B   1/107; B63B  35/44; B63B2035/446; B63B  35/00; F03D  13/25
447700969,JP20100002395U,???????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2010,A01K  63/04; F03D   9/00; F03D  13/10; F05B2240/93; Y02P  70/523; F03D  13/25; F04D  13/04; F05B2230/6102; Y02E  10/727; F05B2240/95
447721910,DK20120781403T,InstallationsfremgangsmÂde og -system til offshore-kraftvÊrk,NULL,2012,H01R  43/26; Y02E  10/727; H02G   1/10; Y10T  29/49002; H01R  13/5221; F03D  13/20; H01R  13/523; H02G   9/02
447727544,US201514841673,Floating wind turbine platform with ballast control and water entrapment plate systems,"A floating wind turbine platform includes at least three stabilizing columns, where each stabilizing column has an internal volume for containing ballast. The floating wind turbine platform also includes a tower having mounted in vertical alignment over one of the columns, a turbine rotor coupled to an electrical generator mounted proximate to the upper end of the tower, main beams interconnected to the stabilizing columns, and water-entrapment plates attached to the lower ends of the stabilizing columns. The floating wind turbine platform further includes a ballast control system including an alignment sensor configured to detect a rotation of the tower, and a controller coupled to the alignment sensor for directing a transfer of the ballast from an internal volume of one column to another column upon the alignment sensor detecting rotation of the tower to adjust a vertical alignment of the tower.",2015,B63B  35/00; F03D  13/10; E02B  17/00; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; F03D  80/00; B63B  39/03; B63B  39/06; B63B2039/067; E04H2012/006; F03D   7/02; F03D  13/25; Y02E  10/22; Y02E  10/727; E02B   9/00; F03D   7/0204; B63B   1/107; B63B  39/02; B63B  39/04; B63B  21/50; B63B  35/44; E02B  17/04; E04H  12/00; F05B2240/93; F03D   1/00; F03D   9/00; F03D   9/25; F03D   9/257; F03D  17/00; H02P   9/04
447729429,US201314651657,"Method for anchoring a foundation structure, and foundation structure","A method for anchoring a foundation structure (3) in a seabed (1) that includes introducing a receiving structure (6) into the seabed, lowering a support post (5) of the foundation structure (3) into the receiving structure (6), producing a connection between the receiving structure (6) and foundation structure (3) by filling the receiving structure (6) with a curable filling compound (7), and curing the curable filling compound (7), wherein the support post (5) is fixed in the receiving structure (6) prior to filling the receiving structure (6) with the curable filling compound (7). Also disclosed is a foundation structure (3) for an offshore wind turbine, for anchoring in a seabed (1), which includes at least one support post (5) to be introduced into a receiving structure (6), which has fixing elements (11, 20) for temporarily fixing in the receiving structure (6) before grouting is carried out.",2013,E02B2017/0091; E02D  27/425; E02B  17/00; E02B  17/0008; E02D  27/32; E02D  27/12; E02D   5/34; F03D  11/04; E02B2017/0043; E02D  27/42; F03D  13/22
447761759,KR20140061230,Offshore construction,"An offshore structure is disclosed. According to one embodiment of the present invention, the offshore structure comprises: a hull; a leg member disposed to vertically penetrate the inside of the hull to be vertically moved with respect to the hull; and a sea water supply unit disposed to be moved along the leg member to supply sea water of an ocean to the inside of the hull.",2014,B63B  27/24; B63B2708/00; B63B  27/08; B63J  99/00; B63B  35/44; F16H  19/04; Y02E  10/727
447763782,KR20140062442,FLOATING GENERATOR AND HYBRID GENERATION SYSTEM HAVING THE SAME,The present invention relates to a floating wave power generator and a combined power generation system including the same. The floating wave power generator includes: a floating unit vertically moving by wave power while floating on a sea surface; a wave power generation unit installed in a marine structure and converting kinetic energy of the floating unit to electric energy by being engaged at a perpendicular direction and a vertical moving direction of the floating unit by a cable; and a support roller installed in the marine structure to be able to rotate and transmitting horizontal kinetic energy to the wave power generation unit by converting vertical kinetic energy of the floating unit to the horizontal kinetic energy by supporting the cable upwards. The combined power generation system including the floating wave power generator includes: the floating unit vertically moving by the wave power while floating on the sea surface; the wave power generation unit installed on the marine structure and converting the kinetic energy of the floating unit to the electric energy by being engaged at the perpendicular direction of the vertical moving direction of the floating unit by the cable; the support roller installed in the marine structure to be able to rotate and transmitting the horizontal kinetic energy by transmitting the vertical kinetic energy of the floating unit to the horizontal kinetic energy by supporting the cable upwards; and the wind power generation unit installed on the marine structure and converting rotation kinetic energy of a wing by a sea breeze to the electric energy.,2014,F03D   9/25; Y02E  10/72; F03B  13/1845; Y02E  10/38; F03D   1/00; F03B  13/18; F03D   9/00; F03D   9/008; F03B  13/16; F05B2240/93
447807880,CN201510513120,High-power offshore wind generating set tower bottom cooling system and control method,"The invention relates to a high-power offshore wind generating set tower bottom cooling system and a control method. The cooling system comprises a water cooling circulation system and an air cooling circulation system. A heat exchanger of the water cooling circulation system is located outside a tower. The other parts of the water cooling circulation system are all sealed inside the tower. The interior of the tower is divided into three layers from top to bottom through two platform partition plates. Two water cooling energy consumption assemblies are located on the bottom layer and the highest layer respectively. Two air cooling power consumption devices are located on the platform partition plate of the middle layer. Fans below two heat exchangers inside the tower drive air inside the tower to form a circulating wind path between venting pipes and the two air cooling power consumption devices. Cool-heat exchange is conducted between cooling liquid in the heat exchangers inside the tower and the heat exchanger outside the tower, and intra-tower wind path circulation and water path circulation are coupled through the heat exchangers inside the tower. By the adoption of the integrated closed type circulation cooling system, devices inside the tower are prevented from being corroded in a salt-spray environment, a plurality of liquid cooling assemblies at the bottom of the tower are cooled simultaneously, and the air at the bottom of the tower is cooled through the heat exchangers inside the tower in cooperation with the intra-tower air circulation. The cooling system is suitable for simultaneous energy saving in the special offshore environment.",2015,F03D  80/60; Y02E  10/722
447827918,CN201480024380,Skidding system for an offshore installation or vessel,"The invention relates to a skidding system (2) for an offshore installation or vessel, such as an offshore wind turbine installation ship (1), comprising at least, one set of rails (5), and one or more carriages (6) for supporting loads (4) and moving the loads (4) along the rails (5), e.g. from, a storage position to an operating position and/or vice versa. At least one of the carriages (6) is adaptable to different loads (4).",2014,B65G  41/00; B61B   1/00; B63B  27/02; F03D  13/40; B63B  35/003; B63B  27/10; B63B  27/30; B63B  25/28; B65B  35/00; Y02E  10/727
447858115,CN201520533239U,Prestressing force that non -corrosibility ability is high supports crab -bolt,"The utility model discloses a non -corrosibility can be tied with prestressed anchorage on high wind -powered electricity generation basis, and it includes crab -bolt upper end screw thread section (1), the crab -bolt polished rod section (2) that links to each other with crab -bolt upper end screw thread section (1), the crab -bolt lower extreme screw thread section (3) that links to each other with crab -bolt polished rod section (2), the surface of crab -bolt upper end screw section (1), crab -bolt polished rod section (2) and crab -bolt lower extreme screw section (3) scribbles the zinc chrome coating, scribbles anticorrosive grease coating in the zinc chrome coating. Crab -bolt polished rod section (2) surface cover has grease area (4), and grease area (4) overcoat has crab -bolt sleeve pipe (5), crab -bolt upper end screw thread section (1) surface cover has crab -bolt protective sheath (6), fills the antiseptic oil in the crab -bolt protective sheath. The utility model has the advantages of reasonable design, especially, anti -corrosion performance is strong, and long service life can make wind -powered electricity generation pylon prestressing force basis be fit for complex environment, especially marine wind power project, can improve the security and the durability on fan pylon basis, and the range of application is extensive.",2015,E02D   5/74; E02D  27/42
447861097,CN201520543277U,Marine wind power and ocean wave energy cogeneration structure,"The utility model provides a marine wind power and ocean wave energy cogeneration structure, include the marine wind power device that connects to form by sea electricity generation fan and marine wind power platform supporter, marine wind power platform supporter passes the upper mounting plate and is connected with lower platform, upper mounting plate and wait down perspective arrangement at least three to organize pneumatic cylinders between the platform, the both ends of every group pneumatic cylinder articulate at the upper mounting plate under with on the platform respectively, the pneumatic cylinder is continuous with the wave energy power generation facility on the lower platform, marine electricity generation fan drops into land electric wire netting through submarine cable with the electricity that ripples liquid energy conversion device sent after power generation facility control system adjusts, the platform is fixed through the anchor chain of mooring down, the utility model discloses the marine resource of make full use of improves offshore wind farm's the economic nature of whole, reduces the cost of wave energy electricity generation.",2015,F03D   9/00; F03B  13/18; Y02E  10/725; B63B  35/44; Y02E  10/38
447861103,CN201520677652U,Boats and ships wind generator system,"The utility model provides a boats and ships wind generator system, include: fixed baseplate (11), rotatory stand (12), permanent magnet generator (13) and wind turbine (14). The advantage does: (1 ) wind turbine direct drive aerogenerator, furthest catch the wind energy, for boats and ships provide electric power, have the advantage that power efficiency is high. (2 ) wind turbine bottom drive cycloid propeller is rotatory, and direct the production to boats and ships impels power, absorbs great wind -force energy, keeps aerogenerator job stabilization, can also directly produce thrust simultaneously for boats and ships provide electric power, has further improved wind energy utilization efficiency.",2015,F03D   9/00; F03D   3/06; B63H  21/12; Y02E  10/74; Y02P  70/523
447878476,US201414769571,Offshore facility with metal processing apparatus and power generation system,The present invention relates broadly to a offshore facility. The offshore facility comprise a floating platform; a metal processing apparatus disposed on the floating platform; and a power management module adapted to manage and provide a stable power supply to the metal processing apparatus.,2014,B63B  35/44; C22B   9/16; F02C   3/22; F03D   9/25; F03D  11/00; F05B2240/93; B63B2035/446; F17C2227/0323; H02J   3/46; Y02E  10/725; B63B2035/4473; F02C   6/18; F17C2270/0121; Y02E  20/16; F03D   1/02; F03D  80/00; F17C2227/0318; F17C2265/07; F03D   9/00; B63B2035/444; F03D  13/25; F17C2227/0311; F17C2265/05; Y02E  10/727
447880493,US201514641328,Wind turbine generator foundation with pressure-dispersive high strength pre-stressed anchors,"Disclosed is a wind turbine generator foundation with pressure-dispersive pre-stressed anchor rods or anchor ropes. The foundation comprises a pile cap, a plurality of foundation piles arranged circumferentially at the bottom of the pile cap at uniform spacing, and a wind turbine generator tower connected to an upper part of the pile cap.",2015,E02D   5/30; E02D  27/12; E02D  27/42; E02D  27/425; E02D  27/50
447880861,US201414765008,Stress mitigation feature for composite airfoil leading edge,A vane assembly within a mid-turbine frame of a gas turbine engine includes an airfoil that extends between an outer platform and an inner platform. The airfoil includes an outer wall defining a leading edge of a first radius. An inner wall of the airfoil defines an inner cavity including a forward portion proximate the leading edge defining a second radius different than the first radius.,2014,F01D   5/14; Y02T  50/672; F01D   5/282; F05D2220/32; Y02T  50/673; F01D   9/04; F05D2300/6012; B63H   1/26; B64C  27/473; F01D   9/041; F03D   1/04; F04D  29/24; F05D2240/121; F05D2240/303; F01D   5/147; B64C  11/24; F01D   5/18; F01D   5/28; F01D  25/16; F03B   3/16; F05D2240/12; F05D2300/6033; F01D   5/284; F05D2230/60; F05D2300/44; F05D2300/2261; F01D   9/02; F01D  25/162; F05D2230/23
447891616,US201414319926,Submerged datacenter,"The subject disclosure is directed towards a submerged datacenter, which may be made up of modules, into a body of water such as the ocean. The submersion facilitates cooling of the datacenter as well as providing protection of the datacenter from environmental conditions that exist at or near the surface. Power may be generated from the datacenter heat, and power generated by or near the body of water (e.g., via waves, tides, wind, currents, temperature differences) may be used to help power the datacenter.",2014,H05K   7/20; H05K   7/2079; Y02E  10/38; H05K   7/14; Y02P  80/158; F03B  13/10; H05K   5/00; H05K   7/1497; Y02E  10/28; G01M   3/3263; G01M   3/40; F03B  13/22; F03D   9/00; F03D   9/25; H05K   7/00; F03B  13/26; H05K   7/20709
447926261,US201414224021,Wind-powered vessel for removal of carbon dioxide from seawater,"Disclosed embodiments relate to an ocean-going vessel that includes an airborne wind turbine to generate power. The generated power can be used for an electrodialysis system that extracts carbon dioxide (CO2) from seawater and/or for an electrolysis system that produces hydrogen (H2), both of which are disposed on the ocean-going vessel. The ocean-going vessel further includes a refinery system that may use a mixture of the H2 and CO2 gases that are to produce a fuel or chemical. In an example embodiment, the mixture of the H2 and CO2 gases may be processed to produce a synthetic fuel, which in turn may be processed to produce ethanol.",2014,B64C  39/02; B63B  35/44; Y02E  10/723; Y02E  10/725; F03D   9/00; B01J  19/08; F03D   5/00; F03D   7/00; F03D   9/25; F05B2220/61; F05B2240/921; Y02E  10/70; F03D  13/25; Y02E  70/10; F03D   1/02; F03D   9/32; F05B2240/931; H02P   9/04; Y02E  10/727
447953244,CN201510641831,Assembled inclined-pile foundation for offshore wind turbine,"The invention discloses an assembled inclined-pile foundation for an offshore wind turbine. The assembled inclined-pile foundation comprises a wind turbine tower, steel pile foundation bodies and a switching steel structure connected between the steel pile foundation bodies and the wind turbine tower. The steel pile foundation bodies are installed towards the wind turbine tower in an inclined mode. The wind turbine tower and the steel pile foundation bodies are connected with the switching steel structure through flanges. The switching steel structure is of a branch-shaped structure comprising a center cylinder and a plurality of welded branches on the periphery of the center cylinder. The bottom ends of the branches are coaxially connected with the top ends of the steel pile foundation bodies through the corresponding flanges respectively. The top end of the center cylinder is coaxially connected with the bottom end of the wind turbine tower through the corresponding flange. The assembled inclined-pile foundation is high in bearing capacity and reliability, good in fatigue resistance, free of site welding and grouting and low in requirement for engineering equipment and construction technologies.",2015,E02D  27/42
447954688,CN201510507853,Offshore Combined Power Generation System,"This invention relates to a combined offshore system for generating electricity, comprising of an offshore windmill unit with a generator for extracting power from wind and transferring it into electricity, a electricity export cable connected to the windmill for exporting produced electricity to offshore or onshore consumers, and at least one offshore wave power unit for extracting power from waves. This offshore wave power unit is characterized in that electricity produced by the wave power unit is transferred via the same electricity export cable as the electricity generated by the windmill unit.",2009,F03D   9/25; F03D   9/255; Y02E  10/38; Y02E  10/727; F03D   1/00; Y02E  10/725; F03D  13/25; F03D   9/008; F03B  13/14; F03D   9/00; F03B  13/20
448004570,CN201520540779U,Miniature wind power station of movable,"The utility model relates to a miniature wind power station of movable, including small wind turbine unit, upper column pole, lower column pole, bolt, nut, cable subassembly, power cord and earth anchor nail. During the installation, the power cable connector of small wind turbine unit links to each other with the power cable connector that passes upper column pole and lower column pole, small wind turbine unit and upper column for the pole screw bolt and nut couple, upper column pole and lower column for the pole screw bolt and nut couple. The cable subassembly passes the journal stirrup, will couple good upper column pole and lower column pole and erect to it is fixed with the cable subassembly with the earth anchor nail. The adjustment wire tensioner to be in order guaranteeing upper column pole and the vertical installation of lower column pole, and then fixes the lower column pole with the earth anchor nail. When needs move this miniature wind power station of dress, earlier remove lower column pole earth anchor nail, remove the earth anchor nail of cable subassembly again, to fall it through the cable subassembly, then disassembled small wind turbine unit, upper column pole, lower column pole and cable subassembly in order, the vanning back is moved to the place that needs and is installed.",2015,F03D   9/00; Y02E  10/725
448108202,CN201510682754,Fan foundation system with expanded-feet and pre-stressed anchors and construction method for fan foundation system,"The invention discloses a fan foundation system with expanded-feet and pre-stressed anchors and a construction method for the fan foundation system, and relates to the technical field of fixation of large wind power generating sets in construction engineering. According to the fan foundation system, drilled holes and expanded chambers are evenly formed in the circumference of a foundation platform, and a steel sleeve is arranged in each drilled hole; one anchor is arranged in each steel sleeve, and the bottom end of each anchor is connected with a metal connecting rod, upper rotating rods and lower rotating rods in sequence through a sliding pin, driven pins and a fixed pin, so that one expanded-foot is formed; high-strength concrete is poured into the drilled holes and the expanded chambers of the foundation platform; the top end of each steel sleeve is sleeved with a metal foundation ring and a high-strength nut. According to the fan foundation system, a foundation is firm, project investment is reduced, and the construction progress is fast; especially, the expanded-feet have larger vertical pulling resistance, and the huge bending moment effect transmitted from an upper tower of a fan can be resisted.",2015,E02D  27/44; E02D   5/74
448109482,CN201510720700,Offshore movable wind power generation system,"The invention relates to an offshore movable wind power generation system. The offshore movable wind power generation system is characterized in that a movable power generation energy storage ship navigates to an offshore wind power plant anchorage and carries out anchoring power generation energy storage, and stores electric energy into an energy storage liquid of the movable power generation energy storage ship, the movable power generation energy storage ship which fully stores the energy navigates to a longshore energy storage liquid exchange pump station, and exchanges the energy storage liquid which fully stores the energy, with the energy storage liquid which does not store the energy through the energy storage liquid exchange pump station, and the energy storage liquid which fully stores the energy in the energy storage liquid exchange pump station is subjected to bidirectional exchange with a longshore converter station; and the longshore converter station uses the energy storage liquid which fully stores the energy for generating power and conveys the electric energy to a load centre through a power transmission and distribution system, and meanwhile, the longshore converter station returns the energy storage liquid which is already used for generating power to the energy storage liquid exchange pump station. The offshore movable wind power generation system disclosed by the invention is capable of conveying the electric energy to shore for utilization without the limit of an offshore distance by virtue of the characteristic that the energy storage liquid is capable of being subjected to long-distance transportation without energy losses; and meanwhile, the energy storage liquid is capable of being repeatedly used without damages.",2015,F03D   9/17; Y02E  10/72; Y02E  60/15; Y02P  80/158
448150243,CN201520730676U,Energy -conserving sail is used to ocean pleasure -boat,"The utility model discloses an energy -conserving sail is used to ocean pleasure -boat, including a plurality of rotary drum sails, set up at pleasure -boat upper deck or roof board on -board, every rotary drum sail includes rotation center axle, telescoping device and a plurality of airfoil fan, the telescoping device cover is established rotation center is epaxial, and evenly distributed has a plurality of telescopic links on the telescoping device, and an airfoil fan is fixed at every telescopic link top, this energy -conservation sail still includes motor, energy converter and energy storage battery, and the rotation center axle is connected with motor, energy converter, and energy converter and energy storage battery are connected. The utility model discloses can improve effectively that wind energy utilization is rateed and the operating time of sail to reach the mesh that reduces the boats and ships energy consumption.",2015,Y02T  70/583; B63H   9/06; Y02B  10/30; F03D   9/00; Y02E  10/74; F03D   3/06
448150249,CN201520648473U,Complementary surface of water robot of scene,"The utility model discloses a complementary surface of water robot of scene, including electric ship, the tiling of electric ship's upper surface has that be used for solar energy collection and with its solar cell panel who turns into the electric energy, electric ship's two outsides respectively set firmly one and are used for driving the screw that electric ship went, set firmly half circular support frame in the middle of the electric ship, hung aerogenerator on half circular support frame, solar cell panel is connected with the lithium cell through the complementary controller of scene with aerogenerator's output and charges to it, lithium battery output holds to be connected with the screw through the multiway switch power and supplies power, electric ship is last to be equipped with to detect and to keep away barrier device and anchoring device, and electric ship's inside is equipped with self -contained navigation control system and the water quality testing appearance that is used for detecting quality of water. The utility model discloses a wind energy and light energy are complementary for surface of water robot provides the energy, make it not receive overcast and rainy weather effect and can work in all weather to barrier and self -contained navigation be can automatic keep away, detection efficiency, reduce cost are improved.",2015,B63B   1/10; B63H  21/17
448158935,CN201520629752U,Cooling system at bottom of high -power offshore wind power generation unit tower,"The utility model relates to a cooling system at bottom of high -power offshore wind power generation unit tower, including water -cooling circulation and air -cooled circulation system, water -cooling circulation system's heat exchanger is outside the tower, and other parts are all airtight in the tower, and the air forms the circulation wind path at ventilation pipe and two air -cooled consumption devices in the fan -driving tower of two interior heat exchanger belows of tower, and coolant liquid and the outer heat exchanger of tower in the tower among the heat exchanger carry out cold and hot exchange, and the wind path circulation cycles through the interior heat exchanger coupling of tower with the water route in the tower. The system is cooled off a plurality of liquid cooling parts at the bottom of the tower simultaneously to through in the tower in the heat exchanger cooperation tower air cycle at the bottom of to the tower air cool off, then the air dispels the heat to air -cooled device at the bottom of utilizing the tower, the system realizes air temperature and humidity precise adjustment in the tower through the control to three -way valve, heater and cooling fan, and the normal operating temperature of the system that maintains prevents that the condensation from taking place, outside the radiator water inlet and outlet pipes, system and external environment are isolated completely except that the tower, and protection system avoids the salt fog environment and corrodes.",2015,F03D  80/60; Y02E  10/722
448258006,EP20160150601,FENDER ARRANGEMENT FOR DOCKING A MARINE VESSEL WITH A BOAT LANDING OF A MARINE OFFSHORE STRUCTURE,"A fender arrangement for docking a marine vessel (1) with a boat landing (2) of a marine offshore structure (3) such as a wind power plant, including at least one fender unit (12, 13) arranged to abut at least one docking rail (5) of said boat landing (2). The fender unit (12, 13) is at least partially composed of elastically deformable material and is provided with a receiving recess (18) for said docking rail (5). The invention is especially characterized in that the receiving recess (18) of the fender unit (12, 13) is shaped to embrace more than half of a cross-sectional outer contour of the docking rail (5) as the fender unit (12, 13) is pressed against the docking rail (5), thus forming a gripping hold of the docking rail (5).",2016,B63B  59/02; B63B  21/00
448308465,EP20150816655,WIND TURBINE BLADE HANDLING ABOARD A VESSEL,NULL,2015,B63B  35/00; B63B  25/002; F05B2230/6102; B63B  25/00; F05B2260/02; Y02E  10/727; B63B  35/003; F03D  13/40; B63B  25/28; F05B2240/95; Y02E  10/721; Y02P  70/523
448314195,CA20142915947,"METHOD FOR PRODUCING A PRECAST CONCRETE SEGMENT OF A WIND TURBINE TOWER, AND A PRECAST CONCRETE TOWER SEGMENT FORMWORK","A method for producing a precast concrete tower segment of a wind turbine tower is provided. An inner formwork (220) having at least one bore (240) and at least one holding unit (400) on an inner side of the inner formwork (220) in the region of the bore (240) is placed. A first end (310) of a concrete anchor (300) or a first end (310) of a removable element (410) at the first end (310) of the concrete anchor (300) is introduced from the outer side of the inner formwork (220) through the bore (240) into the holding unit (400) in order to hold the concrete anchor (300). An outer formwork (210) is placed. Concrete is introduced between the inner and outer formwork (220, 210). The removable element (410) in the first end (310) or the first end (310) of the concrete anchor (300) is removed and the precast concrete segment is removed.",2014,B28B   1/14; F03D  13/22; B28B  23/00; E04G  21/18; E04H  12/12; F16B  37/08; B28B  23/005; F16B  37/0857; B28B  23/0056
448336178,CN201510452721,Offshore construction method for large-diameter single pile fan foundation structure,"The invention discloses an offshore construction method for a large-diameter single pile fan foundation structure. A device used in the construction method comprises a crane ship and a U-shaped transportation pontoon. Devices assembled on the crane ship comprise a crane, a pile gripper and a pile hammer. Devices assembled on the U-shaped transportation pontoon comprise a left fixed clamping ring, a right fixed clamping ring and a sliding groove rail. The construction method includes the specific steps that firstly, after a fan installation machine of the crane ship is in place, the U-shaped transportation pontoon transports a single pile fan foundation structure to a fan pile foundation position, and an anchor is dropped in place; one end of a steel tube pile is hoisted through an upper lifting hook of the crane; the crane is started, and the single pile can rotate around the right fixed clamping ring so that the single pile can be erected; the position of the steel tube pile and the position of the pile gripper on the crane ship are adjusted through the sliding groove rail, the single pile structure is constrained through the pile gripper, and finally piling construction is carried out through the pile hammer. The offshore construction method can meet the requirement for offshore hoisting and construction of offshore large-diameter single piles, and the construction requirements of an offshore wind power plant are met.",2015,E02D  15/08; E02D   7/00
448337473,CN201510676578,Electricity generation ship capable of comprehensively utilizing renewable energy sources,"The invention aims at providing an electricity generation ship capable of comprehensively utilizing renewable energy sources. The electricity generation ship comprises a photovoltaic electricity generation cell panel, a wind electricity generation set and a hydro electricity generation set, and independent photovoltaic electricity generation, wind electricity generation and hydro electricity generation can be carried out. The photovoltaic electricity generation cell panel, the wind electricity generation set and the hydro electricity generation set can be connected into a chip power grid at the same time for grid-connected electricity generation. When the hydro electricity generation set participates in electricity generation, a ship body is generally fixed, and a nose faces water flow. When only the photovoltaic electricity generation cell panel and the wind electricity generation set carry out electricity generation, the ship can run. Offshore wind energy, solar energy and tidal current energy are used for electricity generation to guarantee electricity in the initial stage of development of islands, and the ship can run to various islands and offshore platforms badly in need of electric energy to provide electric energy. Therefore, compared with other ships, the electricity generation ship is remarkable in effect of energy saving and emission reduction, and the emission of greenhouse gases is reduced to a large degree.",2015,F03D   9/25; H02S  10/12; Y02E  10/725; Y02A  20/402; B63B  35/00; F03B  13/12
448337475,CN201410323537,Semi-submersible raft type overwater wind power generation equipment turning along with wind,"The invention relates to semi-submersible raft type overwater wind power generation equipment turning along with wind, in particular to offshore wind power generation equipment. The semi-submersible raft type overwater wind power generation equipment comprises a semi-submersible raft, at least three wind power generators and cables; the semi-submersible raft is composed of at least three buoys and connecting beams, the wind power generators are borne on the buoys of the semi-submersible raft, and the semi-submersible raft can be rotationally anchored to the water bottom through the cables. In the projection direction, the mass center where a resultant force action line passes when the equipment bears wind action in the horizontal direction does not coincide with the rotation center of the equipment, and therefore when the resultant force action line does not pass through the centroid and the rotation center simultaneously, the moment of force making the semi-submersible raft rotate around the rotation center so as to guarantee that the resultant force action line passes through the mass center and the rotation center simultaneously can be generated all the time. The invention further relates to a wind power generation plant with the wind power generation equipment and a construction method for the wind power generation equipment.",2014,B63B   1/125; B63B  35/44; F05B2240/93; B63B  21/20; B63B2021/203; B63B2035/446; F05B2270/20; F05B2240/97; Y02E  10/727; F03D  13/25; Y02E  10/721; B63B  21/50; F03D   7/0204; B63B  21/26; B63B  35/613; F03D   9/25; Y02E  10/725; B63B   1/107; F05B2240/95; Y02E  10/723
448413289,US201514797836,Portable wind-powered sailing vessel,"A portable wind-powered sailing vessel includes a plurality of parallel hulls, a plurality of cross-member spars releasably connecting the parallel hulls, a central longitudinal body centrally located between the parallel hulls and releasably connected to the plurality of cross-member spars, a crew seat releasably connected to the central longitudinal body forward of a mast, a kick-up rudder assembly and a foot pedal steering system both releasably connected to the longitudinal body, a rudder releasably connected to the kick-up rudder assembly, and a main sail on the mast, and a jib.",2015,B63B   7/04; B63B   1/20; B63B2001/123; B63B2001/208; B63B  17/00; B63B2029/043; B63H  25/02; B63H   9/04; B63B   1/12; B63B  15/0083; B63H   9/06; B63B   7/02; B63B  29/04; B63B  35/71; B63B   1/121; B63B  34/20; B63H  25/38
448415785,US201514838867,Marine hydrokinetic turbine,"A marine hydrokinetic electric power generator comprises one of a stator and a rotor which is adjustably movable through an infinite number of positions from being proximate to one another so that their magnetic fields overlap mostly to a position such that the rotor is most distant from the stator and has little overlap of magnetic field strength. Hatch and speed control may be also provided by a spur/helical gear assembly of sun and planetary gear sets referred to herein as a Transgearô gear assembly. The variable (or fixed) power generator in operation may comprise one of a rotor and a stator being out of phase with one another by an angle, for example, the one of the rotor or the stator leading or lagging the other and the phase angle, frequency or voltage of output power to a power grid corrected responsive to inputs from the power grid and the marine hydrokinetic turbine.",2015,F03B  13/22; F03B  17/06; F03B  15/08; F03D  15/10; F05B2240/93; Y02E  10/28; F03B  13/26; F03B  13/264; F03B  15/12; F03D   3/0454; F05B2240/12; F05B2260/402; F05B2260/42; Y10T  74/2101; F03B  13/10; H02K  21/24; Y10T  74/18056; F03B  17/063; F03D   3/04; Y02E  10/74; F05B2260/40; Y02E  10/38; F03B  15/00; F03D   3/0436; F03D   9/25; F03D  17/00; F03D   3/0472; F05B2240/97; F05B2260/40311
448415797,US201514800608,Method for avoiding voltage instability in an electrical grid of an offshore wind park,"Method for avoiding voltage instability in an electrical grid of an offshore wind park, the offshore wind park electrical grid being connected at a first end of a high voltage alternating current (HVAC) transmission and the main land electrical grid being connected at a second end of the HVAC transmission, each of the wind turbines being connected to the wind park electrical grid, the method comprises determining a main land phase angle at or near the second end of the HVAC transmission; measuring an individual wind turbine phase angle at one or more wind turbines; determining the difference between each of the measured individual wind turbine phase angles and the main land phase angle; and determining whether the difference between one of the measured individual wind turbine phase angle and the main land phase angle exceeds a threshold phase angle difference.",2015,F03D   7/04; Y02E  10/763; F03D   7/02; G01R  25/005; H02J   3/24; F03D   9/257; F03D   9/25; F05B2240/95; G05B  15/02; Y02E  10/723; Y02E  10/725; F03D   7/048; F03D   7/0284; G05D   3/12; F03D   7/00; H02J   3/38; G01R  25/00; H02J   3/386
448426950,EP20160150926,DESALINATOR FOR OFFSHORE WIND TURBINE,"Desalinator (1) for an offshore wind turbine having a mechanically simple construction and at the same time a good desalting capacity comprising at least one heat exchanger, at least one salt filter (3) and flow paths (4a,4b,5,6a,6b) for permitting interior air (4a,4b) and exterior air (5) to flow through said desalinator, and wherein said heat exchanger (2) is arranged upstream to said salt filter (3).",2016,F05B2260/20; Y02E  10/727; F03D  80/60; F05B2240/95; F05B2260/95; F03D  13/25; F05B2260/64
448427551,EP20140897312,SYSTEM FOR MOORING OFFSHORE STRUCTURE GROUP AND METHOD FOR MOORING OFFSHORE STRUCTURE GROUP,"A system includes mooring lines 20 arranged respectively in three to eight directions, and at least one of a plurality of offshore structures 10 included in the offshore structure group is moored by locking the mooring lines 20 in the respective directions with separate mooring bases 30, and at least one of the mooring bases 30 locks the mooring lines 20 which are connected respectively to three to eight of the offshore structures 10 in the offshore structure group. With this configuration, even when part of the mooring lines 20 mooring the offshore structures 10 is broken or the mooring function of the mooring bases 30 is lost, although the offshore structure 10 moves, the offshore structure 10 is kept being moored by the remaining mooring-line group, so that the offshore structure 10 can be prevented from colliding with another offshore structure 10, thus making it possible to moor the offshore structure 10 at the offshore installation site safely without excessively increasing the strength of the mooring lines 20 in the mooring directions.",2014,B63B  21/50; B63B  35/00; B63B  21/20; B63B2035/442; B63B  35/44; B63B2021/505; Y02E  10/72; B63B2021/203; Y02E  10/722; B63B2035/446; B63B2209/20
448527742,RU20140151916,AEROFLOATING WINDROTOR,"FIELD: aircraft engineering.SUBSTANCE: claimed craft comprises orthogonal turbine composed by wing profile blades and generator engaged therewith elevated above the ground by flat-bulged balloon shell of positive floatation provided with horizontal bottom and flexible rope links with the ground winch. Balloon shell bottom is shaped to oval with the larger axis aligned with the wind direction. Said flexible rope links extend, at invariable central-axial position of the rope, upward in fan-shaped manner through joints from the T-like bracket flange articulated with the vertical shaft running free inside the stub pole. Top ends of all flexible links are secured to the shell balloon bottom, uniformly along the line perpendicular to the oval bottom larger lengthwise axis, nearby its windward edge. The rope fastening is aligned with said axis. The ground winch is arranged at the trolley displacing around said mooring stub pole.EFFECT: decreased power loss.3 dwg",2014,F03D   9/00; F03D   5/00; F03D   7/00; Y02E  10/70; Y02E  10/723
448579477,EP20140897522,METHOD FOR CONSTRUCTING AN OFFSHORE STRUCTURE,"A method for constructing an offshore structure, includes: a manufacturing step of manufacturing an offshore structure 10 separated in an upper structure 11 and a lower structure 12; an in-water keeping step of keeping part or whole of the lower structure 12 in an upright standing state in water; a moving step of moving the upper structure 11 to above the lower structure 12 kept in the upright standing state; an uniting step including one or both of an raising step of raising the lower structure 12 to arrange the lower structure 12 on a lower side of the upper structure 11 and a lowering step of lowering the upper structure 11 to arrange the upper structure 11 on an upper side of the lower structure 12 by submerging part of a carrier vessel 20 on which the upper structure 11 is mounted while being held by a pair of arm-shaped structures 23 of the carrier vessel 20; and a joining step of integrating the lower structure 12 with the upper structure 11. In this way, an offshore structure is moored safely at an offshore installation site without using a crane vessel in a method of constructing an offshore structure such a spar type with a wind turbine or the like mounted thereon.",2014,B63B  27/08; B63B  21/502; B63B  35/44; B63B2021/203; Y02P  70/523; F03D  13/25; B63B   9/06; B63B  35/00; B63B  27/36; B63B2207/02; Y02E  10/722; Y02E  10/727; F03D   9/00; B63B  21/20; B63B  35/003; B63B2021/505; B63B2035/446; B63B  21/50; B63B  22/20; B63B  75/00
448629255,ES20040707228T,Procedimiento para erigir un aerogenerador y aerogenerador,"Aerogenerador con una torre que se funda sobre un cimiento, y un mÛdulo de potencia, presentando el mÛdulo de potencia al menos un transformador, mediante el cual se transforma la energÌa elÈctrica facilitada por el generador del aerogenerador a una tensiÛn media o alta tensiÛn, incluyendo adem·s el mÛdulo de potencia otras unidades con las que se controla y/o conduce y/o convierte la energÌa elÈctrica proporcionada por el generador del aerogenerador, presentando el mÛdulo de potencia un soporte que se coloca sobre el cimiento del aerogenerador y el soporte aloja los dispositivos elÈctricos del mÛdulo de potencia, y la anchura y el largo del mÛdulo de potencia son menores que el di·metro de la torre del aerogenerador en la zona del cimiento, caracterizado porque el mÛdulo de potencia se aloja en un contenedor con una pared, situ·ndose su pared entre la pared de la torre y el mÛdulo de potencia, estando previsto un espacio adicional en el interior del contenedor y estando equipado el espacio adicional en el interior del contenedor con elementos en los que poder tumbarse a descansar.",2004,F03D  11/00; F03D  13/10; H01F  27/085; F03D   1/00; F03D  11/04; F03D  80/50; F03D  80/00; F05B2240/95; F05B2260/20; H01F  27/06; E04H  12/00; H01F  27/02; Y02P  70/523; F03D  13/22; F05B2250/231; F05B2260/64; H01F  27/025; F03D  80/82; F05B2230/60; Y02E  10/727; F03D  13/20; F03D  13/25; F05B2240/14
448631138,AU20140292223,"Method for producing a precast concrete segment of a wind turbine tower, and a precast concrete tower segment formwork","A method for producing a precast concrete tower segment of a wind turbine tower is provided. An inner formwork (220) with at least one bore (240) and at least one holding unit (400) on an inner side of the inner formwork (220) in the region of the bore (240) is placed. A first end (310) of a concrete anchor (300) or a first end (310) of a removable element (410) at the first end (310) of the concrete anchor (300) is introduced from the outer side of the inner formwork (220) through the bore (240) into the holding unit (400) to hold the concrete anchor (300). An outer formwork (210) is placed. Concrete is introduced between the inner and outer formwork (220, 210). The removable element (410) in the first end (310) or the first end (310) of the concrete anchor (300) is removed and the precast concrete segment is removed.",2014,B28B   1/14; E04G  21/18; F03D  13/22; B28B  23/005; F16B  37/08; B28B  23/0056; B28B  23/00; E04H  12/12; F16B  37/0857
448638029,KR20150078588,gear assembly for electricity generator,"The present invention relates to a gear assembly for electricity generation, which can convert kinetic energy from various directions into a rotating movement. The gear assembly of the present invention comprises: a movement conveying unit for periodically moving various directions; a rotating power generating unit connected to the movement conveying unit to generate rotating power from that; and, an electricity generating unit for generating electricity by using the rotating power generated by the rotating power generating unit. The movement conveying unit comprises: a lever whose middle part is connected with a hinge to a fixed axis fixated in the middle of an ocean to be able to work like a seesaw; and, a driving gear connected to one end of the lever to repeat rotation. The rotating power generating unit comprises: a central axis fixated in an ocean; an electricity generator axis fixated on the ocean to be able to rotate around its own axis to be parallel to the central axis; a first gear assembly installed on the central axis to perturb with the driving gear and to convey rotating power to the electricity generator axis in one direction when a buoyancy body is elevated by buoyancy; and, a second gear assembly installed on the central axis to perturb with the driving gear and to convey rotating power to the electricity generator axis in one direction when the buoyancy body is lowered by gravity.",2015,F16H  19/02; Y02E  10/722; H02K   7/116; Y02E  10/38; F03B  13/18; F03D  11/02
448639752,KR20140072211,SUPPORT STRUCTURE OF OFFSHORE WIND TURBINES AND STRUCTURE METHOD THEREOF,"The present invention relates to a supporting structure for a marine wind power generator installed in a seabed and having a supporting unit on which a wind power generator is seated and a suction bucket unit separately formed on the projected upper part. The present invention presents the supporting structure for a marine wind power generator including the cylindrical suction bucket unit made of a concrete material and having open bottom to be inserted and constructed in the seabed by vacuuming, the supporting unit installed on the inner or outer upper part of the suction bucket unit and having an internal cavity, and an extension unit extended from the top of the supporting unit at a predetermined length to be projected over the sea surface and having an internal cavity and characterized by integrally forming the supporting unit and the extension unit and separately forming the suction bucket unit and the supporting unit to be joined to each other after being separated. Accordingly, the present invention is capable of reducing construction cost and time required for constructing the supporting concrete and improving structural stability by adjusting a vertical degree of the supporting structure by providing the technology for separately manufacturing the concrete supporting structure for a marine wind power generator with a height of dozens of meters into parts, thereby stably supporting the marine wind power generator.",2014,E02D  27/52; F03D  11/04; E02B2017/0091; E02D  27/42; F03D  13/20; E02B2017/0078; Y02P  70/523
448643369,BR2009PI18234,unidade de geraÁ„o eÛlica e mÈtodo para construÁ„o de uma unidade de geraÁ„o eÛlica,"unidade de geraÁ„o eÛlica e mÈtodo para construÁ„o de uma unidade de geraÁ„o eÛlica uma unidade offshore (1), especialmente uma unidade offshore de geraÁ„o eÛlica, possui uma fundaÁ„o (2) flutuante e submergÌvel atravÈs da inundaÁ„o de um espaÁo vazio e uma estrutura (6) na qual s„o dispostas unidades funcionais (7, 8) da unidade. a fundaÁ„o (2) compreende uma placa de fundo (3), um pedestal (4) disposto sobre a placa de fundo (3), o qual, em estado submerso da fundaÁ„o (2), se projeta acima da superfÌcie da ·gua (12) e sobre o qual a estrutura (6) È mont·vel, bem como um corpo flutuante (5), submergÌvel, anelar, configurado ao redor do pedestal (4). em um mÈtodo para a construÁ„o de uma unidade offshore (1), especialmente de uma unidade offshore de geraÁ„o eÛlica, uma fundaÁ„o (2) flutuante È prÈ-fabricada em uma regi„o portu·ria, sendo, apÛs sua fabricaÁ„o, rebocada atÈ o local de instalaÁ„o e submergida, e, na seq¸Íncia e no local de instalaÁ„o, a unidade (1) sendo complementada com uma estrutura (6) bem como com unidades funcionais (7, 8) da unidade. na regi„o portu·ria, È concretada uma placa de fundo (3) da fundaÁ„o (2), sobre a placa de fundo (3) È montado um pedestal (4) da estrutura (6), preferencialmente de peÁas prÈfabricadas de concreto (15), e, apÛs a montagem do pedestal (4), È montado na placa de fundo (3) e/ou no pedestal (4) um corpo flutuante (5), submergÌvel, anelar, configurado ao redor do pedestal (4).",2009,E02D  27/18; E02D  27/52; E02B  17/00; F03D  13/20; E02B  17/0017; F03D  13/22; E02B  17/025; E02B  17/02; E02B2017/0091; F05B2240/95; E02D  27/42; F03D   1/00; Y02E  10/727; E02B2017/0078; E02D  27/425; E02B2017/0065; E02B2017/0086; F03D  13/10
448684366,KR20140072984,SUPPORT STRUCTURE OF OFFSHORE WIND TURBINES AND STRUCTURE METHOD THEREOF,"The present invention relates to a supporting structure for a marine wind power generator installed in a seabed to make the upper part projected over the sea surface and allowing a wind power generator to be seated on the projected top surface. The present invention presents the supporting structure for a marine wind power generator characterized by including a cylindrical mono-pile suction unit having open underside to be inserted and constructed in the seabed by vacuuming and formed to be protruded from the seabed at a predetermined height; a pipe-shaped steel material unit inserted into the upper part of the mono-pile suction unit protruding from the seabed at a predetermined height to project the top surface over the sea surface and having an internal cavity; and a fixing unit formed between the mono-pile suction unit and the steel material unit to fix the steel material unit to the mono-pile suction unit. Accordingly, the present invention is capable of reducing construction cost required for the construction of the supporting structure by providing the technology for separately manufacturing the mono-pile of the supporting structure for the marine wind power generator and installing the mono-pile in the sea, reducing time required for constructing, and improving the structural stability by adjusting a vertical degree of the supporting structure, thereby stably supporting the marine wind power generator.",2014,E02D  27/52; E02D  27/42
448728480,CN201510649480,Unstable-state composite-type energy capturing device floating on sea and energy capturing method,"The invention discloses an unstable-state composite-type energy capturing device floating on the sea and an energy capturing method. The energy capturing device comprises a central connecting-supporting device and a plurality of generating sets distributed in a centrosymmetric mode. The central connecting-supporting device comprises a main floating body, wind-energy capturing plates and a plurality of horizontal connecting rods connected with the periphery of the main floating body. The wind-energy capturing plates are arranged on the main floating body through vertical supporting rods. Each generating set comprises a subsidiary floating body, an electric generator supporting rod, an electric generator, an idler wheel, a weight and a digging rope. The electric generators are arranged on the subsidiary floating bodies through electric generator supporting rods, the idler wheels are installed on rotating shafts of the electric generators, one ends of the digging ropes are wound on the idler wheels, and the other ends of the digging ropes are connected with the weights. The subsidiary floating bodies are distributed around the main floating body through the horizontal supporting rods with a centrosymmetric structure. According to the unstable-state composite-type energy capturing device floating on the sea and the energy capturing method, the technological means are simple and convenient to implement, the conception is ingenious, the controllable instability characteristic of the unstable-state composite-type energy capturing device floating on the sea is utilized, movements of waves and wind in a plurality of directions are captured simultaneously, and the sea waves and the wind are converted to electric energy.",2015,Y02E  10/74; F03D   3/06; Y02E  10/38; F03D   9/25; F03D  13/20; Y02E  10/727; F03B  13/20
448742015,CN201380077078,Floating offshore wind power generating device and transformer used in same,"In floating offshore wind power generating devices, with the objectives of safety and of suppressing loss during power transmission, there have been requests for installing a transformer in floating offshore wind power generating devices. At such a time, the transformers installed in floating offshore wind power generating devices are agitated by wind and waves, and so there has been the possibility of incurring transformer damage. As a result, in the present invention, the transformer is disposed at the vicinity of the metacenter, which is the center of the tilting of the floating offshore wind power generating device. As a result, it is possible to suppress agitation of the transformer due to wind and waves, optimize transformer anti-agitation measures, and to reduce costs.",2013,B63B2035/446; F03D  80/82; B63B  39/00; B63B2035/442; F03D  80/80; F03D  13/25; F05B2240/93; Y02E  10/727
448787882,CN201520461160U,Floating wind turbine foundation and floating wind turbine generator system,"The utility model provides a floating wind turbine foundation and floating wind turbine generator system, including floating platform and mooring system, floating platform pass through the fairlead with mooring system fixed connection, its characterized in that, floating platform includes the flotation pontoon, be provided with a plurality of fairleads on the flotation pontoon, the fairlead with mooring hawser among the mooring system connects, mooring hawser with the link of fairlead divide into first branching and second branching, first branching with the second branching respectively with two fairleads on the flotation pontoon are connected. Floating platform's flotation pontoon and ballast tank have effectively increased the distance between focus and the buoyant center, have consequently effectively increased to rotate to resume rigidity, and nearly surface of water department adopts the little cylinder section of thick bamboo of sectional area effectively to reduce the wave force size of nearly surface of water department, and mooring hawser shakes the motion through adopting triangle -shaped to be connected the head that can effectively restrict floating platform between guide to visitors hole and the floating platform simultaneously.",2015,B63B  21/50; B63B  35/44; F03D   9/00; Y02E  10/72
448799010,CN201520526666U,Power generation facility can be united to marine wind power and ocean trend,"The utility model provides a power generation facility can be united to marine wind power and ocean trend mainly includes offshore wind power generation subsystem, trend ability power generation subsystem, supports basic system and electric energy conveying system, the offshore wind power generation subsystem is fixed in more than the sea level through supporting the basic system, and the support basic system is single pile formula basis form, and trend ability power generation subsystem passes through L type support frame and installs on support basic system next door, and the electricity that electric energy conveying system is quick -witted with offshore wind power generation and the trend generator sends is carried in the electric wire netting in the lump, the utility model discloses the limited space resources in make full use of ocean improves the marine resources utilization ratio, increases offshore wind farm economic benefits to the trend can power generation subsystem have the driftage function, can fully acquire the trend can, improve equipment's electricity generation rate.",2015,F03B  13/12; F03D  13/25; F03D   9/25; Y02E  10/725; F03B  15/00; Y02E  10/727
448818998,KR20140075046,A self - diagnosis system for fish holding nursery and marinenursery facilities,"The present invention relates to a device to generate a nitrogen oxide and quantum energy having sterilization, deodorization, and wind power generation functions comprising: an inhalation pipe which has a preprocessing filter for dust removal, a faucet, and an air fan to allow contaminated air to forcefully flow in; a high-voltage discharge part which generates nitrogen oxides, active oxygen, and activated molecules; a permanent magnet which is attached to the back surface of a discharge electrode and an earth electrode through surface contact; a wind power generation part which supplies power to a quantum energy generator; a quantum energy generation part which allows the inhalation pipe to guide and inhale the quantum energy supplied to the inside; and a feedback control part which is previously programmed by transmitting data measured from a contaminant detection sensor and a quantum energy detection sensor to a control panel, thereby enabling automatic operation. Therefore, the present invention eliminates the harmfulness of electromagnetic waves of low and high frequencies by allowing quantum energy to form a protection film for shielding low frequency around occupants exposed to low frequencies of home appliances.",2014,H01J  61/78; F24F  11/02; F24F   3/16; F24F   7/08; F24F  11/89; Y02B  10/30; A61L   9/00; F03D   9/00; F24F   7/06; Y02E  10/72
448838769,CA20142917375,HYDRAULIC ADJUSTING DEVICE,"The invention concerns a hydraulic adjusting device (1, 35) having at least two leakage paths (24, 25) which are connected by a transition channel (27), a sealing arrangement (18) which leads back to a working chamber (10) being provided in one of the leakage paths (24, 25) in delimiting manner relative to the working chamber (10) of the adjusting device (35).",2014,B64C  11/30; F15B  15/08; B64C  11/40; B64C  11/42; F03D   7/022; F04D  15/0055; F15B  15/149; F16H  63/16; B64C  11/385; F03D   7/0224; F15B  15/1452; F15B  15/14; B63H   3/00; F01D   7/00; F15B  15/1466; F04D  29/00
448846163,ES20110749872T,Estructura de soporte para una turbina eÛlica en mar abierto,"Una estructura flotante amarrada de turbina eÛlica en mar abierto que incluye un cuerpo central flotante (102) que se extiende verticalmente, que comprende una torre tubular cilÌndrica (106) coaxial con, y soportada por, una c·mara de flotaciÛn tubular hueca (104) en columna, que proporciona una pluralidad de puntos de fijaciÛn separados radialmente hacia el exterior de dicho cuerpo para ataduras de amarre tensadas (120), que comprende, adem·s: una estructura (114, 116) de estabilizaciÛn que comprende una pluralidad de brazos (114a-114h) de estabilizaciÛn que se extienden radialmente desde dicho cuerpo, cuyos extremos distales est·n conectados entre sÌ por medio de un anillo de riostras horizontales (116a-116h), y una estructura de arriostramiento inclinada (118) que comprende una pluralidad de miembros de riostra inclinados (118) que discurren desde la parte distal de la estructura (114, 116) de estabilizaciÛn para conectarse con dicho cuerpo flotante, caracterizada porque: dichos miembros de riostra inclinados (118) discurren diagonalmente hacia abajo y hacia dentro desde el plano de dichos puntos de fijaciÛn, y los extremos proximales de dichos miembros de riostra inclinados (118) se unen a dicho cuerpo flotante (102) en torno a su extremo inferior.",2011,B63B   5/14; B63B  35/44; E02D  27/425; F05B2240/95; B63B  21/502; B63B2035/446; E02D  27/42; F03D  13/22; E02D  27/52; F03D  13/25; F05B2240/93; Y02E  10/727
448857198,DK20040707228T,FremgangsmÂde til opf¯relse af et vindenergianlÊg og vindenergianlÊg,NULL,2004,F03D  11/04; F03D  11/00; F03D  13/10; F05B2250/231; F05B2260/20; H01F  27/02; H01F  27/025; F03D   1/00; F03D  80/50; F05B2230/60; Y02E  10/727; F05B2240/95; Y02P  70/523; F03D  13/22; F05B2260/64; H01F  27/06; F05B2240/14; F03D  13/20; F03D  13/25; H01F  27/085; E04H  12/00; F03D  80/00; F03D  80/82
448937665,CN201520666820U,After drive piles a marine wind turbine foundation construction equipment and a stake bushing structure,"The utility model provides an after drive piles a marine wind turbine foundation construction equipment and a stake bushing structure, belong to marine wind turbine foundation construction technical field, this construction equipment includes marine wind turbine foundation, pile protection pipe and sleeve, the pile protection is effective in installing the piling bar, the pile protection pipe sets up in marine wind turbine foundation's bottom, telescopic lower extreme can be dismantled with a sheathed tube upper end and be connected, stake sheathed tube upper end is provided with the stop part that is used for stopping sleeve lateral movement, telescopic lower extreme be provided with with stop part complex cooperation portion, be provided with first sealing washer between stop part and the cooperation portion. The utility model provides an after drive piles a marine wind turbine foundation construction equipment and a stake bushing structure through set up the stop part on the stake sheathed tube, can stop that the relative pile protection of sleeve pipe takes place lateral slide to combine first sealing washer, guaranteed connection structure's watertightness - performance.",2015,E02D  27/42; E02D  27/44; E02D   5/66
448937667,CN201520688350U,Marine wind turbine foundation,"The utility model discloses a marine wind turbine foundation, be fixed in be equipped with the open -ended tubular pile in, include from last first main part of down arranging in proper order, connecting plate and second main part, one side of connecting plate with first main part links to each other, the opposite side with the second main part links to each other, the second main part is kept away from connecting plate one end stretches into the opening and with the tubular pile links to each other. Predetermine mounted position and its deviation when the tubular pile bias and exceed when allowwing construction error, can carry out an amount of skew to the connecting plate with the second bulk phase for the tubular pile internal fixation can be inserted smoothly to the second main part. The utility model discloses simple structure, maneuverability is strong, can remedy the skew great condition of pile sinking error that allows fast, can ensure that wind turbine foundation installs smoothly, improves marine construction installation effectiveness and reliability, the utility model discloses need not to carry out marine special processing to the great tubular pile of construction error, its economic benefits is good.",2015,E02D   5/66; E02D  27/42; E02D  27/44
448937711,CN201520731733U,Box gravity type marine wind power foundation structure,"The utility model relates to a box gravity type marine wind power foundation structure. The utility model aims at providing a be fit for the box gravity type marine wind power foundation structure of rock texture base, its construction is convenient, the cycle short, can save a large amount of ships machine equipment, and this foundation structure can utilize floating certainly of self stably to carry out the water injection to sink to utilize slow water injection mode control sinking speed, reduce the impact force of in -process to the foundation bed that sink. The utility model provides a: a box gravity type marine wind power foundation structure which characterized in that: foundation structure's center is precast concrete's a circular cavity middle standing pillar, and fan tower section of thick bamboo is connected at this middle standing pillar top, and the lower part be the circular cavity of the major diameter body, and there is a soleplate bottom, and foundation structure sinks to be put after the completion respectively in the cavity of circular cavity middle standing pillar and the internal sand of filling up of the circular cavity of major diameter. The utility model is suitable for an offshore wind power generation trade, especially concrete gravity type wind turbine foundation.",2015,E02D  27/42; E02D  27/18
448970423,US201314760903,Method for maintaining floating-body type wind turbine power generating apparatus,"A method of maintaining a power generating apparatus includes a separation step of separating a mooring line and a cable from a floating body of a first floating-body type wind turbine power generating apparatus including a maintenance-target section; a retention step of retaining the mooring line and the cable by a floating-body structure, after the separation step; a first transfer step of transferring the first floating-body type wind turbine power generating apparatus from the mooring position, after the separation step; a second transfer step of transferring a second floating-body type wind turbine power generating apparatus having no maintenance-target section to the mooring position; and a connection step of detaching the mooring line and the cable from the floating-body structure and connecting the mooring line and the cable to the second floating-body type wind turbine power generating apparatus, after the second transfer step.",2013,B63B  35/44; B63B2001/044; B63B2021/505; F03D   7/0264; F05B2240/93; B63B  21/50; F03D  13/25; B63B   1/04; B63B   1/10; B63B  39/03; F03D   7/02; F03D   7/042; F03D   9/32; Y02E  10/727; B63B2035/446; F03D   7/04; F05B2240/95; Y02E  10/725; F03D  80/50; B63B   1/107; B63B   9/06; B63B2001/128; F03D   9/00; F03D  13/10; F03D  13/40; B63B   1/12; F03D   1/00; F03D   9/25; F03D   9/255; F03D   9/28
448970443,US201414774939,Floating offshore wind power generation facility,"A floating offshore wind power generation facility includes a floating body, a mooring cable, a tower, and a windmill installed at the top of the tower, the windmill including a nacelle and a plurality of blades. The rotation axis of the windmill has a predetermined upward angle to avoid contact between the blades and the tower, and the windmill is of a downwind type in which the blades are attached to the leeward side of the nacelle and installed with the back surfaces of the blades facing windward, and the mooring point of the mooring cable to the floating body is set at a position below the surface of the sea and higher than the center of gravity of the floating body.",2014,B63B   1/048; B63B2021/505; F03D  13/20; F03D  13/25; B63B  35/44; B63B  39/005; E02D  27/42; F03D   1/00; F05B2240/93; Y02E  10/721; Y02E  10/726; B63B  39/06; B63B2039/067; E02D  27/50; F05B2240/95; Y02E  10/725; B63B   5/18; E02D  27/10; E02D  27/52; F03D  80/70; B63B   5/22; B63B  21/50; B63B2035/446; B63B2001/044; Y02E  10/727; B63B  39/00; F03D   1/06; B63B   1/04; B63B2035/442; F03D   9/00; E02D  27/425; F03D   9/25; F03D  13/22; F03D  13/10
448986894,KR20140079141,THE APPARATUS AND METHOD OF A PROPER COST REPORT WITH NEMO COST SMART TOOL AT OFFSHORE WIND FARM,"The present invention is to solve a problem that a government and a local government is passive for creating of an offshore wind power farm and taking a budget is difficult because conventionally an offshore wind power farm has not yet been built in our country and it is not yet confirmed on how much an economical efficiency is, how much a cost for device, a cost for a supporting structure and a cost for system integration is. The present invention is capable of estimating a cost for a large scale of an offshore wind power generated farm in a national environment and giving a help in securing an economical efficiency of a business from a business plan to an operation step based on this by including a database server(100), a DB adaptor(200) and a nemo cost smart estimation module (300). The present invention is capable of making a systematic report system for a cost in a process of a development of a national offshore wind power farm by developing a web-based report system for an appropriate cost of offshore wind power and advancing a development for a cost model of a national offshore wind power by analyzing an annual energy products(AEP) according to an environmental condition of an offshore wind power farm and a turbine configuration, a manufacturing cost of an offshore wind power turbine, a cost for transferring and installing a component of an offshore wind power, an operation cost and a maintaining and management cost of an offshore wind power farm, a business validity of an offshore wind power farm and an economical efficiency per an AEP. The present invention has an objective of providing an apparatus and a method of a proper cost report by a nemo cost smart estimation module for an offshore wind farm that is capable of creating a new business.",2014,G06Q  50/06
449001625,KR20140083842,FLOATING STRUCTURE HAVING VARIABLE WEIGHT TANK,"A floating structure having a variable weight tank is disclosed. According to an embodiment of the present invention, the floating structure having a variable weight tank comprises: a hull; a leg which moves the hull in a vertical direction and has a spudcan in the bottom end thereof; and a variable weight tank which is attached to the hull to be detached when necessary and increases the weight of the hull by filling the hull with water. Therefore, the present invention prevents the floating structure from overturning by increasing the weight of the hull when necessary.",2014,B63B  35/44; B63B  43/06; Y02E  10/727
449001627,KR20140083843,FLOATING STRUCTURE,"A floating structure is disclosed. According to an embodiment of the present invention, the floating structure comprises: a hull; a leg which is installed in the hull to be moved in a vertical direction; and a spud can which is prepared on the bottom end of the leg and is arranged in an asymmetric structure, wherein the asymmetric structure has an area of which the inner area is bigger than the outer area on the basis of the leg. Therefore, the present invention increases the area of the spud can by asymmetrically coupling the spud can to the leg.",2014,B63B  35/44; E02B  17/02; Y02E  10/727
449003753,KR20150120652,WAVE LOAD ANALYSIS SYSTEM AND METHOD FOR HYBRID DESIGN SUPPORT STRUCTURE USE OF OFFSHORE WIND,"The present invention relates to a wave load analysis system for designing a hybrid supporting structure for offshore wind power applications and a method thereof. More specifically, the system and method are used to design a hybrid supporting structure for offshore wind power applications which can quickly and accurately analyze the wave load of the designed support structure when the hybrid supporting structure for offshore wind power applications, which employs a hybrid shape of a gravity structure base unit and a multi-file structure slender unit, is designed. The system includes: a support structure modeling unit which generates a panel model and a beam model by 3D modeling according to the specifications of the hybrid supporting structure; a factor calculation unit which uses the panel model to calculate the wave load reference according to the wave load at each wave period and uses the beam model and the wave load reference to calculate a wave load factor; and a wave load analysis unit which uses the beam model having the wave load factor as a weight value to calculate the front end of the lower surface at each wave load period in order to analyze the wave load of the hybrid supporting structure. Accordingly, the system can analyze the wave load of the hybrid supporting structure having different upper and lower structures more accurately.",2015,G06F  17/50
449044961,EP20160153632,OFFSHORE TALL WIND POWER INSTALLATION,Eine Offshore-Hˆhenwindkraftanlage wird zur Energieerzeugung durch Hˆhenwinde verwendet. Dazu ist ein Flugger‰t ¸ber ein Zugseil mit einer schwimmf‰higen Basisstation verbunden. Die Basisstation ist wiederum ¸ber eine Verbindungsleitung mit einer Sammelleitung am Meeresboden verbunden. Die Basisstation weist ein Generatorsystem mit einem Generator mit einer Winde auf. Die Winde ist dazu eingerichtet ein Zugseil aufzurollen und durch ihre Drehung beim Abrollen des Zugsteils den Generator anzutreiben. Der Generator wiederum wandelt die Drehbewegung der Winde in eine andere Energieform um. Das mit dem Zugseil verbundene Flugger‰t ist in einem ersten Betriebsmodus dazu eingerichtet geschlossene Flugmuster zu fliegen. W‰hrend des Steigflugs des Flugmusters wickelt das Flugger‰t das Zugseil von der Winde des Generatorsystems ab. W‰hrend des Sinkflugs des Flugger‰ts wird das abgerollte Seil von dem Generatorsystem wieder aufgerollt. Die gewonnene Energie ist die Differenz aus der beim Abrollen der Winde freigewordene Energie und beim Aufrollen der Winde geringeren benˆtigten Energiemenge. In einem zweiten Betriebsmodus ist das Flugger‰t dazu eingerichtet vom Zugseil abgekoppelt eine von der Basisstation r‰umlich getrennte Wartungsstation zu Wartungszwecken anzufliegen.,2016,Y02E  10/70; F05B2240/93; Y02E  10/72; F03D   9/32; F03D   5/06
449134818,CN201510727839,Offshore wind plant fan single pile foundation and construction method thereof,"The invention provides an offshore wind plant fan single pile foundation. The offshore wind plant fan single pile foundation comprises steel pipe piles and cast-in-place piles; fan tower tubes are mounted on the top surfaces of the steel pipe piles; the steel pipe piles penetrate through a covering layer to be vertically supported to the top surface of underwater base rock; concrete connecting sections are arranged at the lower ends in the steel pipe piles; the lower ends of the several cast-in-place piles are fixedly embedded into the base rock, and the upper ends of the several cast-in-place piles are fixedly connected with the concrete connecting sections into a whole. The lower ends of the several cast-in-place piles are fixedly embedded into the base rock and the upper ends of the several cast-in-place piles are fixedly connected with the concrete connecting sections arranged at the lower ends in the steel pipe piles into a whole so that the single pile foundation can be built on a shallow covering layer foundation through existing equipment, and the offshore wind plant fan single pile foundation is advantageously applied and popularized and low in cost. The invention further provides a construction method for the offshore wind plant fan single pile foundation. The construction method is simple and low in construction cost and does not need special equipment.",2015,E02D  27/42; E02D  27/44; E02D  27/12
449134820,CN201510729294,Offshore wind power plant draught fan combined-type rock-socketed pile foundation and construction method thereof,"The invention provides an offshore wind power plant draught fan combined-type rock-socketed pile foundation. The offshore wind power plant draught fan combined-type rock-socketed pile foundation comprises steel pipe piles, cast-in-place piles and anchor rods. The lower ends of the steel pipe piles are arranged in a covering layer of a marine foundation in a penetrating mode, the cast-in-place piles are arranged in an intensive weathered layer of the marine foundation in a penetrating mode, and the upper ends of the cast-in-place piles stretch inside the steel pipe piles and are anchored to the inner walls of the steel pipe piles. The anchor rods are fixed to medium-weak weathered rocks of the marine foundation in an embedded mode, and the upper ends of the anchor rods stretch inside the cast-in-place piles and are anchored to the inner walls of the cast-in-place piles. Due to the facts that the steel pipe piles penetrate in the covering layer and the cast-in-place piles penetrate in the intensive weathered layer, the risk that the steel pipe piles cannot be sunk to a design elevation is relieved greatly. At the same time, the anchor rods are fixed to the medium-weak weathered rocks in the embedded mode, so that the construction efficiency of socketed rocks is improved greatly, and the construction risk of the socketed rocks is reduced. The invention further provides a construction method of the offshore wind power plant draught fan combined-type rock-socketed pile foundation. According to the construction method, the construction quality of the offshore wind power plant draught fan combined-type rock-socketed pile foundation can be ensured, and the construction efficiency is improved.",2015,E02D  27/44; E02D  27/42; E02D  27/12
449251393,JP20150548659,??????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F05B2240/93; F03D   7/0204; F05B2270/705; F05D2210/12; F03D   7/04; F05B2260/96; F05D2240/90; Y02E  10/721; F03D   1/06; F03D  80/00; Y02E  10/723; F03D   7/0224; F03D  13/25; Y02E  10/727
449333722,DK20110749872T,BÊrestruktur til underst¯ttelse af en offshorevindm¯lle,NULL,2011,F03D  13/25; Y02E  10/727; B63B  35/44; E02D  27/42; F05B2240/93; B63B   5/14; B63B2035/446; F05B2240/95; E02D  27/52; B63B  21/502; E02D  27/425; F03D  13/22
449333812,DK20150152947T,Montageplatform til vindenergianlÊg,NULL,2010,F05B2230/6102; F03D  13/40; F05B2240/95; F03D   1/06; Y02E  10/727; F03D  13/10; F05B2230/604; Y02E  10/721; Y02P  70/523; F03D   1/00; F03D   1/0658
449344087,CN201510609862,Offshore wind turbine installation,"An offshore wind turbine installation vessel (1) for installation of an offshore wind turbine (500), wherein the wind turbine is of the type to be installed on a foundation (600) that is installed on the seabed prior to the installation of the wind turbine on the foundation, wherein the wind turbine is of the type with a vertical mast (501) to be fitted with its lower end onto the foundation, and with a nacelle with a hub and blades supported on top of said mast, wherein said vessel comprises: a hull (1a, 1b); preferably a non-jack-up type floating hull; preferably a self-propelled floating hull; a crane structure (200) extending upward from said hull; wherein the crane structure is provided with a hoisting device having one or more wind turbine suspension elements (400) and a wind turbine engagement device (450) supported by said one or more suspension elements and adapted to engage with said wind turbine, said hoisting device being adapted to support and to raise and lower in controllable manner at least the mast of the wind turbine while in vertical orientation; preferably with the nacelle and preferably also with the hub and blades fitted on top of the mast.",2010,B66C  23/185; B63B  27/10; B63B  35/00; B63B  43/08; B63B  39/02; B63B  27/16; B66C  23/52; Y02E  10/727; B63B   1/107; B63B  35/003
449389622,CN201520616171U,Offshore wind power generation machine,"The utility model discloses an offshore wind power generation machine, including blade, pylon, hydraulic pressure energy transfer system, the shaft type energy by ocean current water power turbine of level, extra large cable, LED lamp and wind turbine generator system host devices, wherein, wind turbine generator system host devices arranges the top of pylon in, and wind turbine generator system host devices is last to be equipped with three or a plurality of blades, the blade passes through the root of blade to be installed on wind turbine generator system host devices, and the blade includes still that blade suction side inflow end, blade suction incline to effluent and holds and the apex, and wherein, a plurality of triangle fins are installed to the blade leeward side, and the triangle fin is linked to be the threadiness, and the triangle fin is makeed by the corrosion resistant plate material, and the distance value equals the length value of triangle fin between two adjacent triangle fins, the triangle fin is fixed paster and triangular plate and is formed by connecting perpendicularly, the utility model provides the high utilization ratio of wind energy, simultaneously, can the steady operation, overall structure is simple, and it is convenient to dismantle.",2015,Y02P  70/523; F03B  13/00; F03D   1/06; F21V  33/00; Y02E  10/725; F03B  13/26; Y02E  10/727; F03B   3/12; F03D  13/20; Y02E  10/223; Y02E  10/28; F03D   9/34; Y02E  10/721; F21Y 105/10; F03D   9/25
449498241,ES20150152947T,Plataforma de montaje para instalaciones de energÌa eÛlica,"Plataforma de montaje (40, 40') para el montaje de instalaciones de energÌa eÛlica, en la que est· previsto un dispositivo de alojamiento (41, 42) que est· destinado a recibir al menos una parte (43) de un cuerpo flotante (19), en la que el dispositivo de alojamiento (41, 42) es de una forma complementaria de la forma de la parte (43, 44) a recibir del cuerpo flotante (19), en la que el dispositivo de alojamiento (41) est· dispuesto lateralmente en la plataforma de montaje (40) y en la que el dispositivo de alojamiento (42) es una cavidad de la plataforma de montaje (40').",2010,F05B2230/6102; Y02E  10/727; Y02P  70/523; F03D   1/0658; F03D  13/10; F03D  13/40; F03D   1/00; F05B2230/604; F05B2240/95; Y02E  10/721; F03D   1/06
449514135,CN201510943574,Transportation and installation device of offshore floating type wind driven generator,"A transportation and installation device of an offshore floating type wind driven generator comprises a ship body, an air bag guardrail, an air bag frame, an air bag protective wing, shackling rings, a hydrogen energy power system, a navigation and system, an obstacle avoiding system and a monitoring system. A first tower tube sleeve frame is arranged at one end of the ship body, and a second tower tube sleeve frame is arranged at the other end of the ship body through a tower tube support. The air bag guardrail is arranged at the bottom of the ship body, and a first air bag is arranged inside the air bag guardrail. The air bag frame is arranged on the inner side of the ship body, and a second air bag is arranged inside the air bag frame; the air bag protective wing is arranged on the portion, at the air bag frame, of the side wall of the ship body; the shackling rings are arranged at the two ends of the ship body; the hydrogen energy power system, the navigation system, the obstacle avoiding system and the monitoring system are arranged inside the ship body. Through arranging the two ends different in weight and hydrogen charging and discharging provided by the hydrogen energy power system, autonomous navigation and obstacle avoiding are achieved, and the transportation and installation device achieves automatic installation, is environmentally friendly, simple in structure, convenient to operate and high in generalization and has inspiration meaning for follow-up research.",2015,F03D  13/10; F03D  13/40; Y02E  10/72
449548612,CN201520745839U,Sun gear floats structure for compact wind generator set gearbox,"The utility model discloses a sun gear floats structure for compact wind generator set gearbox, including spline housing, sun gear, sun gear output shaft, the hole of spline housing is formed with two rings of internal tooths not of uniform size, the sun gear assembly is on the sun gear output shaft, the both ends of sun gear output shaft are equal overhanging sunny round, its one end is extended towards the generator orientation, and with the gear box in the second grade planet carrier of second grade planetary gear mechanism be connected, its other end extends towards the wheel hub direction, and at this rachis on one's body along the spaced apart groove that is equipped with the round internal tooth one -to -one of a plurality of and spline housing of its circumference, and the primary planet carrier of one -level planetary gear mechanism in the gear box is passed jointly to the one end of this end and sun gear, this end wheel that the sun gear passed the primary planet carrier is on one's body along the spaced apart groove that is equipped with another ring of internal tooth one -to -one of a plurality of and spline housing of its circumference, the sun gear passes through the spline housing with the sun gear output shaft and is connected transmission power. The utility model discloses the structure is compacter, and it is better all to carry the effect.",2015,F16H  57/023; F16H  57/08
449616060,ES20060812802T,Un mÈtodo para amortiguar vibraciones de torre en una instalaciÛn de turbina eÛlica,"Un mÈtodo para amortiguar vibraciones de torre en una instalaciÛn de turbina eÛlica flotante, comprendiendo la instalaciÛn una celda flotante, una torre dispuesta sobre la celda flotante, un generador montado en la torre que puede hacerse girar en relaciÛn con la direcciÛn del viento y equipado con una turbina eÛlica que comprende unas palas de turbina, y una disposiciÛn de lÌnea de anclaje que puede conectarse a los anclajes o los cimientos en un fondo marino; comprendiendo el mÈtodo: controlar el generador en respuesta a los cambios en la velocidad relativa del viento contra la turbina, controlando el ·ngulo de pala de las palas de turbina por medio de un controlador en la potencia constante o el intervalo de RPM de la turbina eÛlica; y amortiguar las vibraciones propias de la torre (?prop) mediante, adem·s del control del controlador en la potencia constante o el intervalo de RPM de la turbina eÛlica, un aumento (?fl) que se aÒade al ·ngulo de pala de las palas de turbina sobre la base de las velocidades de torre (? ), de manera que se contrarrestan las vibraciones propias de la torre; en el que las vibraciones en el desplazamiento horizontal de la parte superior de la torre (?Z) que tienen una frecuencia ?prop se amortiguan por medio de un estabilizador con una funciÛn de transferencia (Hestab(s)) entre las velocidades de torre (? ) y el aumento de ·ngulo de pala (?fl) y en el que el estabilizador est· provisto de un filtro de paso bajo que est· dispuesto de tal manera que el estabilizador no influye en el ·ngulo de pala a frecuencias en un intervalo superior a la frecuencia propia de las vibraciones de torre (?prop).",2006,B63B  39/00; F03D   7/02; F03D  13/25; F03D   7/0296; Y02E  10/723; Y02E  10/725; F03D   9/255; F03D   7/024; F03D   9/25; Y02E  10/727; F03D; F05B2260/96; F03D   7/0224; F03D   7/04; F03D   7/044; F05B2240/93
449629010,KR20140136885,SEA FLOATING WIND GENERATING DEICE WITH PITCH CONTROL,The present invention relates to an offshore floating wind power generation device having a posture control unit which can apply a restoring force using wind power so as to constrain angle change in accordance with pitching generated by change in wind intensity. The offshore floating wind power generation device comprises: at least one floating body; a tower supported by the floating body to be erected on a water surface; a nacelle having a rotor installed in an upper portion of the tower; and a mooring line fixing the tower and the floating body to the bottom of a sea. The nacelle has a posture control unit applying a restoring force so as to control pitch of the tower by means of wind.,2014,F03D   7/0224; Y02E  10/723; B63B  35/44; F05B2240/93; F05B2240/221; B63B  22/18; B63B2035/446; F03D   7/04; F03D   9/25
449637591,KR20157035620,TILT DAMPING OF A FLOATING WIND TURBINE,"? ??? ??? ?? ????? ? ?? ??? ?? ?? ????? ????? ?? ?? ? ??? ?? ???. ??? ??? ????, ?? ??? ??? ??? ???? ?? ???? ????? ????. ? ???? ?? ??? ?? ???? ????? ??? ?? ??????, ??? ?? ?? ????? ?? ??? ???? ??? ?? ????? ? ?? ??? ?? ?? ????? ??? ? ??.",2014,F05B2240/93; Y02E  10/721; F03D   7/0224; F03D  80/80; F03D   7/02; F03D   7/0296; F03D   7/043; F03D  13/20; G01P  15/00; Y02E  10/723; F03D   1/06; F03D   9/25; F03D  17/00; Y02E  10/725
449640499,KR20140076192,Foundation structure for offshore wind turbine tower and offshore wind turbine installation vessel,"A foundation structure for fixing an offshore wind turbine tower is disclosed. The foundation structure for fixing an offshore wind turbine tower comprises: a body which is installed on a deck of an installation vessel for a wind turbine tower; and multiple tower insertion grooves which are formed downward from the top surface of the body in a certain depth, have diameters different from each other, and allow the wind turbine tower to be inserted thereinto.",2014,Y02E  10/727; B63B  35/00; F03D  13/20
449640513,KR20140077278,SUPPORT STRUCTURE OF OFFSHORE WIND TURBINES AND CONSTRUCTION METHOD THEREOF,"A support structure of an offshore wind power generator comprises: a mono pile unit extended upwards from an upper end of a cylindrical mono pile suction unit protruding in a tilt angle from the seabed, wherein a lower surface thereof is opened to be inserted into the seabed by vacuum suction; a steel unit inserted on the outside of an upper portion of the mono pile unit to allow an upper portion thereof to protrude above the sea and formed in a pipe shape in which a middle hole is formed; and a fixing unit disposed between the mono pile unit and the steel unit to integrate the steel unit with the mono pile unit. The support structure of an offshore wind power generator having a height of tens of meters is separated into the steel unit and the mono pile unit to manufacture the steel unit and the mono pile unit separately to provide a technique for offshore installation to reduce costs and shorten time for constructing the support structure. Also, the verticalness of the support structure is adjusted, and ground support is reinforced to increase structural stability.",2014,E02D  27/42; F03D  13/20; E02D  27/52
449640540,KR20140077804,Foundation structure for offshore wind turbine tower and offshore wind turbine installation vessel,"A foundation structure to fix an offshore wind turbine tower is disclosed. The foundation structure to fix an offshore wind turbine tower comprises: a body which is installed on the top of a main deck of an installation vessel for an offshore wind turbine in a predetermined height; and multiple tower insertion grooves which are formed downward from the top surface of the body in a predetermined depth and have ring shapes having diameters different from each other to allow the bottom end of the offshore wind turbine tower to be inserted, wherein the tower insertion grooves can be arranged in a concentric circle shape.",2014,B63B  35/00; F03D  13/20; Y02E  10/727
449647965,KR20150013261,OMITTED,"The present invention relates to a floating vertical axis wind power generation system. More specifically, the floating vertical axis wind power generation system comprises a torque sensor and a controller, thereby measuring and calculating the RPM and torque of a generator, showing the results thereof via a monitoring part, immediately checking the generated voltage, generated current, and generated power of the generator according to the wind speed of a wind power generator, indicating the accumulated amount of generation as various units, such as an hour unit, a day unit, and a month unit so as to check a generation situation in real time. Accordingly, a generation plan can easily be established based on the features. In order to achieve the purpose of the present invention, the floating vertical axis wind power generation system comprises: a rotation shaft, which is arranged perpendicular to a sea surface; an emergency lamp, which is combined to the top of the rotation shaft; a generator, which is installed on the rotation shaft positioned at the bottom of the emergency lamp so as to convert the rotational energy of the rotation shaft to electric energy; a torque sensor, which is installed on the rotation shaft positioned at the bottom of the generator so as to measure the torque and RPM of the rotation shaft; a controller, which converts incomplete alternating current generated by the generator to direct current voltage so as to charge a battery, and stores data including generated voltage, generated current, and a generated power level; and a generator protection dome, which accommodates the generator, the torque sensor, and the controller, and is installed at the bottom of the emergency lamp in the shape of a dome.",2015,F03D   3/00; F03D   3/005; F03D   7/06; Y02E  10/74
449664433,ES20060757858T,InstalaciÛn de turbina eÛlica flotante,"Una instalaciÛn de turbina eÛlica flotante que comprende un cuerpo flotante (1), una torre (2) dispuesta sobre el cuerpo flotante, una carcasa (3) de generador montada sobre la torre, que es giratoria en relaciÛn con la direcciÛn del viento y est· equipada con un rotor eÛlico (4), y una disposiciÛn (5) de lÌnea de anclaje que se puede conectar a anclas o puntos de anclaje en un lecho marino, caracterizada por que la instalaciÛn de turbina eÛlica flotante est· dispuesta de manera que: todos los periodos propios de la instalaciÛn estÈn fuera del intervalo de periodos ricos en energÌa de las olas; los periodos propios de arfada, T03, y de cabeceo, T05, y / o de balanceo, T04, tienen una relaciÛn tal que T05 y / o T04 < 80 % de T03; y la relaciÛn entre T03 y T05 no est· cercana a 0,5 o 1.",2006,F03D  13/25; B63B; B63B2001/044; B63B2035/446; Y02E  10/727; E02B2017/0091; B63B   1/048; E02B2017/0095; F03D   1/00; B63B  21/50; F05B2240/93
449752736,CN201380078125,Assembly and method for lifting loads,"The present invention relates to an assembly (20) for lifting a load element (11, 12, 1A, 1B, 15) from a base region of a construction (1), in particular a tower of a wind turbine, to another region of the construction (1), and/or for lowering the load element (11, 12, 1A, 1B, 15) from said other region of the construction (1) to the base region of the construction (1), the assembly comprising: a platform element (20A) for supporting the load element (11, 12, A, 1B, 15); lifting means for lifting the platform element (20A) from the base region of the construction (1) to said other region of the construction (1) and/or for lowering the platform element (20A) from said other region of the 10 construction (1) to the base region of the construction (1); and a shifting element (27) arranged to be able to change its position with respect to the platform element (20A) in order to move the load element (11, 12, 1A, 1B, 15) in said other region of the construction (1) from a load lifting position on the platform element (20A) to a load installation position on the construction (1), wherein the lifting means are supported by an anchoring assembly (2) able to be secured in the top region of the construction (1) and in that, in the load installation position, the platform element (20A) is disposed at least partly below the top of the construction (1). At the same time, the present invention also relates to a corresponding lifting and/or lowering method.",2013,B66C   1/10; B66C   1/108; Y02E  10/72; B66C  23/18; F03D  13/10; F03D   1/00
449771643,CN201520580119U,Many concave profile screws,"The utility model discloses a many concave profile screws. This many concave profile screws comprises propeller hub and paddle, and the the propeller blades thrust face comprises a plurality of concave profiles in the footpath. Compared with the prior art, the beneficial effects of the utility model are that: the the propeller blades thrust face comprises a plurality of concave profiles in the footpath, provides great thrust under the same projected area to can reduce and radially stream, so can provide higher propulsive efficiency's screw.",2015,B63H   1/26; B64C  11/18; F03B   3/12; Y02E  10/223; Y02E  10/721; F03D   1/06; F04D  29/32; F04D  29/18
449774915,CN201520628860U,Marine wind turbine foundation structure,"The utility model relates to a marine wind turbine foundation structure, characterized by: including a plurality of steel -pipe piles and steel platform, the steel platform includes bottom end rail, upper and lower longeron and steel sheet, and the rigid coupling has a lower longeron on the bottom end rail, longeron upper portion rigid coupling has the entablature down, and entablature upper portion rigid coupling has last longeron, and it has the steel sheet to constitute whole steel platform to go up longeron upper portion rigid coupling, and bottom end rail and steel -pipe pile top rigid coupling, steel -pipe pile constitute steel platform basis. Beneficial effect: the utility model discloses can guarantee that crawler crane operation on the steel platform is not influenced by the stormy waves condition, reduce the construction of marine pile foundation, a tower section of thick bamboo and the fan construction and installation degree of difficulty, guarantee construction quality, improve the efficiency of construction, can show the reduction of erection time, save large -scale construction boats and ships ship machine expense, reduce project cost, but have the advantage that drops into the low reuse of reaching.",2015,E02D  27/14; E02D  27/52; E02D  11/00; E02D  27/42
449774921,CN201520814603U,Assembled prestressed anchorage cable wind turbine foundation device,"The utility model discloses an assembled prestressed anchorage cable wind turbine foundation device relates to the medium -and -large -sized wind generating set fixation technology field of construction project. This device is: basic bottom ring, combination formula concrete drum and basic apical ring have been set gradually along circular foundation ditch inner wall from the bottom up, in combination formula concrete drum, from the bottom up has set gradually piece at the bottom of the precast concrete, back filling and precast concrete head part, prestressed anchorage cable from the bottom up passes the perforation and the basic apical ring of basic bottom ring, combination formula concrete drum in proper order, is connected with the nut that excels in respectively at the top surface of basic bottom ring and basic apical ring. The utility model discloses it is basic firm, save the construction investment, the construction progress is fast, and especially prestressed anchorage suo ke provides bigger prestressing force, and the fan tower section of thick bamboo that effective prevention causes because of the moment of flexure is too big slopes, can guarantee fan safety operation under the extreme condition.",2015,E02D   5/74; E02D  27/42
449774923,CN201520814683U,Cast -in -place formula prestressed anchorage cable wind turbine foundation device,"The utility model discloses a cast -in -place formula prestressed anchorage cable wind turbine foundation device relates to the medium -and -large -sized wind generating set fixation technology field of construction project. This device is including circular foundation ditch (1), the hollow cylinder of high -strength concrete (2), plain concrete drum (3), zinc -plated ripple steel cylinder urceolus (4), zinc -plated ripple steel cylinder inner tube (5), prestressed anchorage cable (6), basic bottom ring (7), basic apical ring (8), the nut that excels in (9), steel casing pipe (10), stirrup (11) and back filling (12), be provided with prestressed anchorage cable (6) in every steel casing pipe (10), be provided with basic apical ring (8) and basic bottom ring (7) respectively at the upper and lower both ends of prestressed anchorage cable (6). The utility model discloses the construction investment is firmly saved in the basis, and the construction progress is fast, and especially prestressed anchorage cable (6) can provide bigger prestressing force, and the fan tower section of thick bamboo that effective prevention arouses because of the moment of flexure is too big inclines, can guarantee fan safety operation under the extreme condition.",2015,E02D   5/74; E02D  27/42
449774929,CN201520815071U,Enlarged footing prestressed anchorage pole wind turbine foundation device,"The utility model discloses an enlarged footing prestressed anchorage pole wind turbine foundation device relates to the medium -and -large -sized wind generating set fixation technology field of construction project. This device is: evenly be provided with drilling and expansion chamber in the circumference of basic cushion cap, be provided with the steel casing pipe in every drilling, be provided with the stock in the steel casing pipe, in the stock bottom through the sliding pin, connected gradually metal connecting rod, gone up dwang and dwang down, formation enlarged footing from untie -sell and fixed pin, the casting has the high -strength concrete in the drilling of basic cushion cap and expansion chamber, there is the metal foundation ring and excels in the nut at the top of steel casing pipe cover. The utility model discloses the basis is firm, saves the construction investment, and the construction progress is fast, and especially the enlarged footing has bigger vertical withdrawal resistance, can resist the huge moment of flexure effect that a fan upper portion tower section of thick bamboo transmitted.",2015,E02D  27/44; E02D   5/74
449775629,CN201520791999U,Wind power generation tower with can flexible down tube of a stretch -draw,"The utility model discloses a wind power generation tower with can flexible down tube of a stretch -draw, including basis, pylon, the basis is including foundation pier, foundation beam, soleplate, the pylon includes king -post, horizontal pole, flexible down tube, transition section, king -post fixed mounting has the node flitch, and the column base is fixed with the column base flange, flexible down tube is equipped with 8, encircles the pylon four sides below the transition section to two double -phase friendships are on the node flitch, and flexible jib head portion carries out the anchor through support and crimping piece, and the lower extreme collects at the column base and passes the welding at the pipe laying of column base flange, and the tip passes through the first anchor of roof connection crimping, pylon more than the transition section still adopts friction -type high strength bolt to connect the rigidity down tube, the node flitch open fluted one with recess no. 2, recess no. 2 is higher than recess no. 1, the support welds on the king -post, support end connection crimping piece. The utility model has the advantages of construction convenience, accurate, the material saving of prestressing force control.",2015,E02D  27/42; E04H  12/16
449823303,US201414780905,Skidding system for an offshore installation or vessel,"The invention relates to a skidding system for an offshore installation or vessel, such as an offshore wind turbine installation ship, comprising at least one set of rails, and one or more carriages for supporting loads and moving the loads along the rails, e.g. from a storage position to an operating position and/or vice versa. At least one of the carriages is adaptable to different loads.",2014,B63B  27/10; B63B  27/30; B63B  27/02; B63B  35/003; B63B  35/00; F03D  13/40; B63B  27/00; B63B  25/28; Y02E  10/727
449823594,US201414778723,System and method for transporting and testing a crane intended for use in an offshore wind turbine,"A system for transporting and testing a crane includes a crane, a transporting frame and a foundation. A first connecting mechanism is provided for establishing a releasable connection between the crane and the transporting frame. A second connecting mechanism is provided for establishing a releasable connection between the transporting frame and the foundation. In a starting state, the crane, the transporting frame and the foundation are separate from one another. In a transporting state, the crane is connected to the transporting frame. In a testing state, the crane is connected to the transporting frame and the transporting frame is connected to the foundation. The invention also relates to a corresponding method. The invention makes it possible for the crane to be assembled, and tested, at a site remote from an offshore wind turbine.",2014,B66C  23/365; B66C  23/20; B66C  23/36; B66C  23/207; G01M  99/00; B66C  23/74; B66C  23/62; G01M  99/007
449841855,EP20160704033,"SHIP WITH A TELESCOPIC GANGWAY FOR TRANSFERRING INDIVIDUALS BETWEEN THE SHIP AND A STATIONARY OR NEAR-STATIONARY OBJECT AT SEA, SUCH AS A WIND TURBINE",NULL,2016,B63B  17/00; B63B  21/00; B63B2021/001; B63B2027/141; B63B2017/0072; B63B  27/14; B63B  27/143; B63B  27/30
449846595,KR20140096330,FLOATING STRUCTURE,"The present invention relates to a floating structure. According to an aspect of the present invention, provided is a floating structure which comprises: a body capable of floating on the sea, and having a leg well; a leg vertically penetrating into the leg well, and having a rack gear and a code; and an inspection unit inspecting whether the leg is damaged while moving in a longitudinal direction of the leg.",2014,E02B  17/04; B63B  35/44; Y02E  10/727
449861130,KR20150061954,FLOATING OFFSHORE POWER GENERATION PLANT,"According to one embodiment of the present invention, a floating offshore wind power generation facility comprises: a wind power generation unit installed to be horizontally moved along an upper end of an offshore structure and converting rotational kinetic energy of a blade generated by sea wind into electrical energy; a driving unit organically connected to a lower end of the wind power generation unit while being installed in the offshore structure and varying a swing angle or a rotational angle of the wind power generation since a driving force is generated; and an auxiliary driving unit horizontally moving the wind power generation unit through a motion caused by power transmitted from the outside.",2015,F03D   1/00; F03D   7/02; Y02E  10/723
449861132,KR20140169013,FLOATING OFFSHORE POWER GENERATION PLANT,"According to the present invention, a floating type offshore wind power generation facility comprises: a wind power generation unit positioned to be tilted to an offshore structure to be installed to be horizontally rotated around a vertical rotational center and converting rotational kinetic energy of a blade generated by sea wind into electrical energy; and a driving unit organically connected to a lower end of the wind power generation unit while being installed in the offshore structure and varying a swing angle of the wind power generation unit since a driving force is generated. Moreover, the present invention further comprises: a wind power generation unit installed to be rotated in both directions based on a horizontal rotational center of the offshore structure and converting the rotational kinetic energy of the blade caused by the sea wind into the electrical energy; and a driving unit organically connected to the lower end of the wind power generation unit while being installed in the offshore structure and varying the rotational angle of the wind power generation unit since the driving force is generated.",2014,F03D   7/02; F03D   7/0204; F03D   9/00; Y02E  10/725; Y02E  10/723
449861134,KR20140169010,FLOATING OFFSHORE POWER GENERATION PLANT,"According to the present invention, a floating type offshore wind power generation facility comprises: a wind power generation unit positioned to be tilted to an offshore structure to be installed to be horizontally rotated around a vertical rotational center and converting rotational kinetic energy of a blade generated by sea wind into electrical energy; and a driving unit organically connected to a lower end of the wind power generation unit while being installed in the offshore structure and varying a swing angle of the wind power generation unit since a driving force is generated. Moreover, the present invention further comprises: a wind power generation unit installed to be rotated in both directions based on a horizontal rotational center of the offshore structure and converting the rotational kinetic energy of the blade generated by the sea wind into the electrical energy; and a driving unit organically connected to the lower end of the wind power generation unit while being installed in the offshore structure and varying a rotational angle of the wind power generation unit since the driving force is generated.",2014,F03D   1/02; Y02E  10/723; F03D   7/02; F03D   9/00
449862067,KR20140092436,SHIP FOR INSTALLING WIND POWER GENERATOR,"The present invention relates to a ship for installing a wind power generator, and, more specifically, to a ship for installing a wind power generator which can install a wind power generator on the sea rapidly and in a stable way. According to the present invention, the ship for installing a wind power generator comprises: a ship body with a penetrating hole formed for installing a wind power generator; a first guide post and a second guide post installed on both sides of the penetrating hole to face each other; a first lifting plate and a second lifting plate installed on the first guide post and the second guide post to face each other from a specified distance and to vertically move following the first guide post and the second guide post; a first connecting wire and a second connecting wire whose one end is connected to the first lifting plate and the second lifting plate and whose other end is connected to the external surface of a pillar of the wind power generator conveyed between the first guide post and the second guide post; and, a first lifting unit and a second lifting unit installed on the first guide post and the second guide post to vertically move the first lifting plate and the second lifting plate and to vertically move the wind power generator in between the first guide post and the second guide post when the first connecting wire and the second connecting wire are connected to the external surface of the pillar of the wind power generator.",2014,B63B  35/00; Y02E  10/727; F03D  80/00
449950641,DK20120305006T,Sv¯mmende st¯ttekonstruktion til offshore-struktur af vindm¯lletypen,NULL,2012,B63B   1/107; B63B   9/06; F05B2240/95; F05B2240/93; B63B  35/44; B63B2005/245; F05B2240/40; F05B2250/231; F03D  13/25; Y02E  10/727; B63B   3/06; B63B2001/128; B63B2035/446; Y02E  10/726
449964182,CN201510606866,Offshore wind turbine installation,"An offshore wind turbine installation vessel for installation of an offshore wind turbine, wherein the wind turbine is of the type to be installed on a foundation that is installed on the seabed prior to the installation of the wind turbine on the foundation, wherein the wind turbine is of the type with a vertical mast to be fitted with its lower end onto the foundation, and with a nacelle with a hub and blades supported on top of said mast, wherein said vessel comprises: - a hull; preferably a non-jack-up type floating hull; preferably a self-propelled floating hull; - a crane structure extending upward from said hull; wherein the crane structure is provided with a hoisting device having one or more wind turbine suspension elements and a wind turbine engagement device supported by said one or more suspension elements and adapted to engage with said wind turbine, said hoisting device being adapted to support and to raise and lower in controllable manner at least the mast of the wind turbine while in vertical orientation; preferably with the nacelle and preferably also with the hub and blades fitted on top of the mast.",2010,B63B  35/00; B66C  23/185; B63B  27/16; B63B  39/02; B66C  23/52; B63B   1/107; B66C  23/18; B63B  35/003; B63B  27/10; B63B  39/03; B63B  43/08; Y02E  10/727
449973266,CN201510917634,Self-liftable truss type tower frame applied to wind-driven power generating device,"The invention discloses a self-liftable truss type tower frame applied to a wind-driven power generating device. The self-liftable truss type tower frame comprises trusses of multiple levels, and lift driving devices which are connected with the trusses correspondingly, wherein each lift driving device comprises upper and lower guide slide ways, a clamping pulley, a spiral jack, a drive motor, a force bearing connecting rod and a spiral shaft; a truss hinging device is used for hinging every two trusses in the adjacent levels and can realize rotation; when all the lift driving devices rotate cooperatively, all the trusses can be vertically lifted up or lifted down in a folded manner. The device disclosed by the invention has the characteristics of being simple in structure, balanced in stress, simple and convenient to control and the like, is capable of providing convenience for autonomous installation and general maintenance of a fan and is applicable to tower frames of distributed type small and medium-size fans of sea islands, marine ships, marine oil platforms and remote regions.",2015,F03D  13/20; F03D  13/25; Y02E  10/727
449976322,CN201510624557,Multi-direction cyclic loading device and method for offshore wind turbine support structure vibration tests,"The invention provides a multi-direction cyclic loading device and method for offshore wind turbine support structure vibration tests. The device comprises a frame; gear pairs are installed in the frame; each gear pair comprises two force application gears symmetrically provided with mass blocks; each mass block can rotate along with the force application gear on which the mass block is located; a power device driving the gear pairs to rotate is also disposed in the frame. The method comprises the steps of obtaining an f-U graph and forming a formula through fitting; determining an output voltage U and each period of loading time t; testing an acceleration sensor; testing and calculating an initial natural vibration frequency and a system damping; applying cyclic loads with a specific frequency and amplitude to the device for many times; testing the current natural vibration efficiency of the device; making the total number of times of loading reach a quantity level required by tests. According to the invention, bidirectional cyclic loads can be applied to models, so that the requirement of wind turbine model tests for low frequency vibration can be easily met; the device is superior to a vibration exciter in the specific test fields.",2015,G01M   7/02
450026752,CN201520859742U,Wind power generation set with mechanism of keeping out wind,"The utility model provides a wind power generation set with mechanism of keeping out wind, including stake body, wind power generation part, the mechanism of keeping out the wind, at least one wind direction correcting member and floating bearing, the wind power generation part include the generator and through the connecting piece with two slice at least blades of the main shaft connection of generator. Overall structure retrencies, through wind direction adjusting device's design, be convenient for adjust the position of wind power generation part to make it move towards the biggest wind -force wind direction, thereby improve the generating efficiency, the keep out the wind design of mechanism can be played and collect wind -force and to both sides blade reposition of redundant personnel wind -force, reach reinforcing electricity generation wind intensity of force, improves the generating efficiency.",2015,F03D  15/00; F03D   9/25; Y02E  10/725; F03D  80/00; Y02E  10/722
450064882,US201414783933,Floating wind turbine structure,"A floating wind turbine structure comprising: a rotor carrying at least one blade, at least two support arms supporting a nacelle, said at least two support arms comprising upper and lower portions, said upper portions being associated with the nacelle and said lower portions being associated with means in the shape of floats, at least one support arm located upstream from the rotor relative to the wind direction, at least one support arm located downstream from the rotor relative to the wind direction, characterized in that the rotor is provided with a hollow shaft arranged to rotate about the nacelle.",2014,B63B   1/12; F03D  13/20; Y02E  10/727; B63B  35/44; B63B2001/128; Y02E  10/721; Y02E  10/726; B63B   1/10; F03D  13/25; F05B2240/93; B63B2035/446; F03D   1/0691; B63B  39/00; F03D   1/06; B63B   1/107; B63B  21/50; F03D   1/0608; F03D   1/0666
450167787,CN201480040777,"Method for producing a precast concrete segment of a wind turbine tower, and a precast concrete tower segment formwork","A method for producing a precast concrete tower segment of a wind turbine tower is provided. An inner formwork (220) with at least one bore (240) and at least one holding unit (400) on an inner side of the inner formwork (220) in the region of the bore (240) is placed. A first end (310) of a concrete anchor (300) or a first end (310) of a removable element (410) at the first end (310) of the concrete anchor (300) is introduced from the outer side of the inner formwork (220) through the bore (240) into the holding unit (400) to hold the concrete anchor (300). An outer formwork (210) is placed. Concrete is introduced between the inner and outer formwork (220, 210). The removable element (410) in the first end (310) or the first end (310) of the concrete anchor (300) is removed and the precast concrete segment is removed.",2014,B28B  23/00; B28B  23/005; F16B  37/08; E04G  21/18; E04H  12/12; B28B   1/14; F16B  37/0857; B28B  23/0056; F03D  13/22
450237731,ES20120305006T,Soporte flotante para estructura offshore de tipo eÛlica,"Soporte flotante para estructura offshore tal como especialmente un aerogenerador, del tipo que consta de unos medios en forma de poste (3) de soporte cuya parte inferior est· asociada a unos medios en forma de flotadores (2) realizados a base de tubos, constando los medios en forma de flotadores de manguitos de flotaciÛn (10, 11, 12) unidos sobre al menos ciertos de los tubos (6, 7, 8) de los medios en forma de flotadores, caracterizado porque los manguitos de flotaciÛn (10, 11, 12) son de materia pl·stica y porque los tubos de los medios en forma de flotadores son de material met·lico y est·n dispuestos regularmente alrededor de los medios en forma de poste y est·n unidos entre ellos y al poste por medio de vigas de conexiÛn.",2012,F03D  13/25; Y02E  10/727; B63B2035/446; B63B   1/107; F05B2240/95; F05B2250/231; B63B   9/06; B63B  35/44; B63B2001/128; B63B   3/06; Y02E  10/726; B63B2005/245; F05B2240/93; F05B2240/40
450247687,US201414775456,Weather maintenance system for an offshore wind turbine maintenance program,"An all-weather maintenance system for an offshore wind turbine maintenance program includes a maintenance capsule for transporting tools, parts and maintenance personnel to and from respective wind turbine towers, a maintenance vessel with a capsule support apparatus for transporting capsules supported on board by the capsule support apparatus to and from respective wind turbine towers, and a crane assembly with a trolley for transporting capsules between the respective wind turbine towers and the maintenance vessel.",2014,B63C   9/06; B66C  23/18; B66C  23/20; B66C  11/12; F03D  80/50; F03D  13/20; F03D  13/25; B63B  27/10; B63B  35/44; B63C2009/035; E02B  17/0034; B63B  23/28; B63B  27/32; B66B   9/187; E02B2017/0091; B66C  23/207; B63C   9/03; B66B  20/00; B66C   9/08; E02B  17/00
450277188,KR20150118536,FLOATING OFFSHORE WIND TURBINE FOR STABILIZING MOTION CONTROL,"According to the present invention, a floating type offshore wind power generator using a posture control method comprises: a wind turbine (10) which is floated on the sea while a rotor (20) generates power to generate three-dimensional motions of a x-y-z coordinate system with changes in the intensity of sea wind and a wave; and a ballast (100) wherein a liquid (200) moving in an inner space maintains a long period of wind facing time of the wind turbine (10) by slowing formation of a pitch motion of a y-axis and a roll motion of an x-axis with a liquid force caused by a moving delay in the longitudinal direction of the wind turbine (10). Therefore, the present invention stabilizes a power generation posture of the wind turbine (10) under bad conditions of an offshore environment and significantly improves power generation efficiency.",2015,F03D   7/02; F03D   9/00; Y02E  10/723
450279143,KR20150141427,VERTICALITY CONTROL TESTING DEVICE FOR SUCTION BASE OF OFFSHORE WIND POWER,"The present invention relates to a verticality control testing device for a suction foundation for offshore wind power and, more specifically, to a verticality control testing device for a suction foundation for offshore wind power, allows to test verticality control of a suction foundation model for offshore wind power inserted into soil of the ground by providing water and vacuum pressure into each space portion of the suction foundation model for offshore wind power, wherein the suction foundation model for offshore wind power has a plurality of space portions by forming a compartment wall having an identical shape with a suction foundation for offshore wind power.",2015,G01M  10/00
450280861,AU20150226662,"Flare-type tensile legs floating wind turbine base, offshore wind turbine and construction method","A flare-type tensile legs floating wind turbine base; the floating wind turbine base comprises a top support platform (9) for supporting a tower frame (3), blades (1) and a wind turbine set (2); a bottom support structure (7) connecting to a plurality of tensile legs (5); at least three hollow upright columns (6) connected between the top support platform (9) and the bottom support structure (7), and arranged around the vertical central line of the floating wind turbine base, each upright column (6) inclining outward from the lower end to the upper end relative to the vertical central line of the floating wind turbine base; and a ballast adjustment system disposed in the upright columns (6) and/or the bottom support structure (7). Also disclosed are an offshore wind turbine having the floating wind turbine base and a construction method.",2015,F03D  13/00; F03D  13/25; F05B2240/93; Y02E  10/727; B63B2035/446; Y02P  70/523; E02B  17/00; B63B  21/502; B63B   1/107; B63B2001/128; B63B  35/44; B63B2039/067; F05B2240/95
450291331,KR20140107036,INSTALLATION METHOD FOR GRAVITY BASE STRUCTURE USING TEMPORARY CUTOFF WALL,"The present invention relates to a method for constructing a gravity structure using a cofferdam. According to the present invention, the method for constructing a gravity structure using a cofferdam, which is a method for constructing a gravity structure for offshore wind power generation and tidal current generation on a sea bed or a support stone mound, includes: a step of preparing a gravity structure installed on the sea bed or the support stone mound in a hollow shape, wherein the gravity structure is lower than a water level and has multiple partitions; a step of combining a cofferdam installed in a plate type hollow shape and having a hollow unit by being inserted into the partition arranged at the edge along the circumference of a caisson; a step of launching the gravity structure on the upper part of an installation space; a step of supplying a fluid, wherein the fluid is water, into the cofferdam so that the gravity structure does not descent to the sea bed or the support stone mound without losing buoyancy; and a step of removing the cofferdam from the gravity structure while supplying the fluid to the hollow unit. Therefore, the gravity structure is installed on the sea bed or the support stone mound without losing the buoyancy, by using the cofferdam. So, large offshore equipment is not required and the gravity structure can be constructed in a simple process. Therefore, the method for constructing a gravity structure using a cofferdam can reduce construction period and costs.",2014,E02D  27/52; E02D  19/02
450316791,JP20150547445,????,??????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63H   1/26; B63H   1/265; B64C  11/16; Y02E  10/721; F03D   1/06; B64C  11/00; F01D   5/141; F01D   5/14; F03D  80/00; Y10T  29/49332
450418881,CN201520852370U,Marine portable wind generator system,"The utility model relates to a marine portable wind generator system. The portable electricity generation energy storage boats and ships anchoring of its characterized in that is in the energy storage of generating electricity of offshore wind farm mooring to store the electric energy in the energy storage liquid of extremely portable electricity generation energy storage boats and ships, energy storage liquid exchange pump station with the movable type generate electricity energy storage liquid that the energy storage boats and ships stored up full energy and energy storage liquid exchange pump station not the energy storage liquid of energy storage exchange, store up in the energy storage liquid exchange pump station full energy energy storage liquid and on the bank the current conversion station carry out the two -way alternate, the current conversion station energy storage liquid that will store up full energy generates electricity and carries the electric energy to load center through electrical power transmission/distribution system on the bank, and the current conversion station will generate electricity the energy storage liquid that will have finished and return energy storage liquid exchange pump station on the bank simultaneously. The utility model discloses utilizing the enough long distance transport of energy storage fluid power and the characteristics of off -energy not, can not receiving the electric energy restriction of marine distance to carry ashore utilization, this energy storage fluid power enough relapses constantly to use and do not damage simultaneously.",2015,Y02E  10/72; Y02P  80/158; Y02E  60/17; F03D   9/14
450513293,CN201510913636,Construction method for fixing prestressed steel strand of wind power prestressed concrete tower drum,"The invention relates to a construction method for fixing a prestressed steel strand of a wind power prestressed concrete tower drum. The method comprises the steps that a tower sill anchor is embedded on the plane of the top of a concrete foundation; a tower initial joint is installed after concrete of the top face of the foundation reaches the strength; after the initial joint is installed, the flatness and perpendicularity of the initial joint are measured, and a follow-up tower standard joint is installed after adjustment is performed; a follow-up tower is installed at the design height at a time, the standard joint or a non-standard joint is adopted on the top according to the design height, and a steel strand bundle locking steel ring is installed on the top of the standard joint or the non-standard joint; according to the inclination and position of the design of a steel strand bundle, the steel strand bundle is locked on a steel ring, and the length of the steel strand bundle is reserved; the steel strand bundle fixing locking phenomenon is inspected, and follow-up construction is started. It can be ensured that the position and inclination deviation of the steel strand bundle meets the design requirement, and strength, rigidity and the other construction quality of the prestressed concrete tower drum are ensured after prestress is applied to the steel strand bundle.",2015,E04H  12/16; E04H  12/34; E04H  12/342
450532303,CN201380078624,Device for controlling angular position of turbine blades of a propeller device,"A device for automatic control of an angular position of turbine blades of a propeller device, in which the turbine blades are rotatable about a rotational axis and are pivotally displaceable about their respective pivot axes. The device comprises a set of control blades kinematically connected with the turbine blades, said control blades are pivotally displaceable about respective pivot axes once the propeller device is exposed to a flow of fluid. The device further comprises a transmission unit configured for transmitting pivotal displacement of the control blades to the turbine blades such that the turbine blades could be pivoted by the control blades. Pivoting of the turbine blades takes place simultaneously with the pivoting of the control blades. The angular disposition of the turbine blades is automatically set and remains invariant irrespective of direction of the flow of fluid.",2013,B63H   3/02; B64C  11/346; F03D   7/0224; F03D   7/02; Y02E  10/723; F01D  17/18; F05B2260/79; F03D   7/041; B64C  11/14
450567689,EP20160708738,HYDRO-PNEUMATIC ENERGY STORAGE SYSTEM,NULL,2016,F03D  13/25; F05B2240/93; Y02E  10/22; F03D   9/17; F03B  13/10; F03D   9/255; F03D   9/28; F15B   1/033; Y02E  10/727; Y02E  60/15; Y02E  60/17; F03D   9/008; F03B  13/264; F05B2240/95; F03B  13/06; F05B2240/40; Y02E  10/38; Y02E  10/725
450610428,EP20150842399,FLOATING WIND POWER GENERATION DEVICE,"Provided is a floating wind power generation device comprising: a main buoyant body which has buoyancy, so as to float on the sea, and has a space portion provided in the center; an auxiliary buoyant body which has buoyancy and is connected to the main buoyancy and is connected to the main buoyant body by being inserted into the space portion of the main buoyant body; a plurality of wind power generators which are vertically provided on top of the auxiliary buoyant body and generate power; a location control means which is connected to the main buoyant body and controls the location of the main buoyant body; an oscillation inhibiting means which is connected to the main buoyant body and enables the main buoyant body to maintain an equilibrium state by absorbing the sea waves; and a dock connection unit which is connected to the main buoyant body and enables a ship to lie at anchor on the sea. A floating wind power generation device, having a plurality of wind power generators provided on top of an auxiliary buoyant body that is placed in a space portion of a main buoyant body, enables absorbing of the sea waves by means of vertical reciprocating motion energy, generated by means of an oscillation inhibiting means as well as a location control means, so as to prevent the main buoyant body from being affected by the waves and shaking and such that an equilibrium state of the main buoyant body can be maintained, thereby enabling stable wind power generation.",2015,B63B2035/446; B63B2035/4466; F03D  13/25; B63B2039/063; B63B2039/065; F03D   9/00; Y02E  10/725; B63B  35/00; Y02E  60/16; B63B   1/041; B63B  35/44; B63B  39/06; B63B2039/067; B63B2039/105; B63H  25/42; B63B  21/00; F03B  13/14; Y02E  10/38; B63B2039/068; Y02E  10/727; F03D   9/12; F03D  15/10
450623962,US201414889614,Oscillating propulsor,"A curved body (830), for propelling fluids, crafts and harvesting fluid power, comprises a convex outer leading surface securely connected to a concave inner trailing surface to define an open vessel. Upon oscillation, ambient fluids are accelerated and ejected from the vessel to propel the vessel and the ambient fluids in opposite directions. Apparatus is secured to a motive power source directly or via actuating member (832), by fastening through aperture (834). The oscillating propulsor can be operated directly by a reciprocating motive power source, and indirectly by the reaction momentum imparted to a supporting base. Thrust may be vectored by rotation of the curved body (830) about the supporting base. Drag reduction using fluid dynamic shapes, intake openings, a fore fin (844), an aft fin (846), and a lubricant cavity, are embodied. Enhanced propulsion using multistage oscillating propulsors is embodied.",2014,F03D   5/06; F05B2220/90; F05B2240/311; B60F   3/0007; Y02E  10/28; Y02E  10/721; Y02T  70/5254; B63H   1/32; B64C  11/325; Y02E  10/38; B63H   1/30; F03B  17/06; B63H   1/36; B64C  11/32; F03B  13/14; Y02E  10/70; F05B2210/16; F05B2240/931; B63H   3/00; B64C  29/00; B60F   3/00; B63H   3/008; B64C  25/32; B64C  29/0008; F03B  13/20
450663749,DK20120735253T,FremgangsmÂde og indretning til styring af et t¯jret flyveelement.,NULL,2012,B63H   9/06; B63B  35/44; B63B2035/446; B63H   9/069; F03D   5/00; F03D   5/06; F03D   7/00; Y02E  10/70; B63H   9/072; Y02E  10/723
450687428,KR20140110729,SUCTION FOUNDATION HAVING INNER PLATE WITH ADJUSTABLE INCLINATION FOR ALLEVIATING PROBLEM SPRINGING FROM SLOPE OF SEABED GROUND AND CONSTRUCTION METHOD THEREOF,"The present invention relates to a suction foundation stably coming into contact with a seabed ground which is inclined and an offshore wind power generation using the same. Te suction foundation includes: a main body having an upper part closed by an upper plate and a lower part formed in the shape of an open hollow column, wherein a column surface comprises a skirt unit embedded into the seabed ground; an inner support unit installed in the main body and coming into contact with the seabed ground when embedded into the main body. The inner support unit is connected to the main body so that an inclination of a slope can be adjusted to correspond to the inclination of the seabed ground. Therefore, as the upper plate of the suction foundation and the surface of the seabed ground can be stably in contact with each other, the suction foundation can prevent a support force from being weakened and prevents axial change in the suction foundation.",2014,E02D   7/20; E02D  27/52
450693186,KR20140110522,HYBRID SUPPORT STRUCTURE FOR MARINE WIND POWER GENERATION AND CONSTRUCTION METHOD THEREOF,"The present invention relates to a hybrid support structure for marine wind power generation. The hybrid support structure for marine wind power generation includes: a jacket type support unit included as a jacket type vertical structure by comprising an upper structure, a middle structure, and a lower structure, wherein the upper structure, the middle structure, and the lower structure are perpendicularly connected; a tower installation unit for fixing and installing an upper tower of a marine wind power generation structure, wherein the tower installation unit is a plate type block structure arranged and connected to the upper side of the upper structure which the jacket type structure unit has; an expansion type support unit including a cross support frame formed in a cross connection structure to have structural stability and reinforce a support force, wherein the expansion type support unit is an expansion type structure supporting the jacket type support unit in the lower side; and a ground fixing pile embedded into the seabed and connected to the lower side of the expansion type support unit. The hybrid support structure for marine wind power generation can remarkably improve structural stability and durability for supporting the marine wind power generation structure and can prevent the marine wind power generation structure from easily falling down due to an influence of an external force such as marine environment (waves, and tidal currents).",2014,E02D  27/52; F03D  13/20
450694450,PT20040707228T,METHOD FOR THE ERECTION OF A WIND ENERGY PLANT AND WIND ENERGY PLANT,NULL,2004,F03D  11/00; F03D  13/22; Y02P  70/523; F03D  11/04; F03D  80/50; F05B2240/95; F03D  13/10; F05B2240/14; H01F  27/085; F03D  13/25; F05B2250/231; F05B2260/64; H01F  27/02; H01F  27/025; F03D  80/82; F03D  13/20; F05B2230/60; H01F  27/06; Y02E  10/727; E04H  12/00; F03D   1/00; F03D  80/00; F05B2260/20
450694921,PT20130702453T,"FOUNDATION STRUCTURE OF AN OFFSHORE PLANT, IN PARTICULAR AN OFFSHORE WIND TURBINE, WHICH FOUNDATION STRUCTURE IS TO BE INSTALLED AT A LOW NOISE LEVEL, AND INSTALLATION METHOD THEREFOR",NULL,2013,E02D  27/425; E02D  27/52; E02D  27/12; E02D  27/525; E02D  29/06
450696193,KR20140114288,The excavation method for submarine ground,"The present invention relates to an excavation method for an ocean floor, which constructs a monopile capable of installing a wind power generator and the like by easily excavating the ground even in the ocean floor. The excavation method for an ocean floor by the present invention comprises: a settling step (S100) for installing basic equipment for a marine excavation at a place to perform works; a half moon casing installing step (S130) for forming a plurality of half moon casings (60) in a circular shape in water; a ground excavating step (S160) for excavating the ocean floor inside the plurality of half moon casings (60); a monopile installing step (S180) for installing a monopile (90) in the ocean floor where the ground excavating step (S160) and a rock debris removing step (S170) are completed; an inside filling step (S190) for filling the inside of the lower end part of the monopile (90) installed in the monopile installing step (S180); a half moon casing removing step (S200) for removing the plurality of half moon casings (60) outside the monopile (90) by drawing the half moon casings out above the ocean; and a monopile fixating step (S210) for fixating the monopile (90) by depositing concrete on the outside of the lower end part of the monopile (90). According to the present invention, the excavation method for an ocean floor facilitates underwater installation works of a monopile of a large caliber.",2014,E02D  27/52; F03D  13/20
450696848,KR20140115604,TP OFFSHORE MULTI-PILED CONCRETE FOUNDATION USING TRANSITION PIECES AND THE CONSTRUCTION METHOD THEREFOR,"The present invention relates to an offshore support structure that uses a conical multi-piled concrete foundation (MCF), wherein the offshore support structure such as wind power plant can be installed on the seabed. According to the present invention, the offshore support structure using transition pieces (TP) and a construction method thereof allow stable and precise construction. In a foundation plate, a pile hole is formed on the exterior thereof to allow a pile installed on the seabed to be inserted and protrude upward. A center support hole is formed at the center. A protruding engaging part is formed around the pile hole.",2014,F03D  13/20; E02D  27/52; E02B  17/0004; E02B2017/0091
450732369,KR20140117678,CONCRETE BASE OF OFFSHORE WIND SUBSTRUCTURE AND THE CONSTRUCTION METHOD THEREFOR,"The present invention relates to an offshore wind power support structure using a concrete base and a constructing method thereof which use a concrete base, which allows an offshore wind power support structure supporting a wind power generation facility to be installed on a sea floor, as a connection portion of a multi-row pile and a base pile, minimize the weight of the concrete base, and effectively resist an applied load. The offshore wind power support structure using a concrete base comprises: a concrete base which is a hollow buoyant structure and comprises a body unit having a hollow shaft penetrating an upper and a lower surface thereof; a base pile inserted into the hollow shaft to position the upper end thereof in the hollow shaft; and a transition piece (TP) unit comprising a multi-row pile whose lower end is inserted into the hollow shaft and integrated with the upper end of the base pile in the hollow shaft.",2014,E02B  17/0004; E02B2017/0091; E02D  27/52; F03D  13/20
450768596,CN201510787102,Offshore wind power spar buoyant foundation capable of towing,"The invention relates to an offshore wind power buoyant foundation form and in particular relates to an offshore wind power spar buoyant foundation capable of towing, which comprises a connecting column and is characterized in that the upper end of the connecting column is connected with a fan through a flange ring, a plurality of flat columnar closed air flotation boxes are arranged at the middle part of the connecting column, the closed air flotation boxes are not communicated with the connecting column, and the bottom of the connecting column is communicated with a loading cabin; a column body of the connecting column is provided with a detachable gear required for towing; and a mooring rope is arranged at the center of gravity of the buoyant foundation. Compared with the prior art, the offshore wind power spar buoyant foundation provided by the invention has the beneficial effects that the construction is convenient, rolling towage can be realized, the resistance of a wave flow is reduced, the stress concentration and fatigue damage caused by the traditional spar foundation in a wet towing process are avoided, the construction difficulty and construction cost are greatly reduced, and the offshore wind power spar buoyant foundation can be recycled. The additional mass and viscous damping of heave motion are effectively improved by virtue of the flat air flotation boxes, the water surface profile area of a buoy is effectively increased by virtue of the flat air flotation boxes on the water surface, a relatively large restoring moment is provided, the structure stability is relatively good, the center of gravity is lower than the center of flotation, and the resistance to capsizing is good.",2015,B63B  35/44; E02D  27/52
450828636,CN201520838398U,Marine buoy,"The utility model relates to a buoy technical field, specific marine buoy that says so, including light sense system and power supply system. When exposure to the Sun, light energy is accepted to inside lining copper indium gallium selenium membrane 13 to charge to battery 8 through singlechip 7, turn into the electric energy. When marine wind -force changed, aerogenerator 1 utilized the wind energy, charged to battery 8 through singlechip 7, turned into the electric energy. When 14 response light intensity of light sense probe reach the threshold value, 7 control branch switch 16 disconnections of singlechip, the buoy is not luminous. When light sense probe 14 light intensity was less than the threshold value, 7 control branch switch 16 were closed for the singlechip, and luminous LED diode 3 gives out light, give off light. The marine changeable rugged environment of this invention better adaptation of ability has wide application prospect.",2015,B63B  22/16
450833770,CN201520859162U,Offshore wind farm fan combined type embedded rock pile basis,"The utility model provides an offshore wind farm fan combined type embedded rock pile basis, including steel -pipe pile, bored concrete pile and stock, in the overburden that the ground was worn to establish at sea to the steel -pipe pile lower extreme, in the severely -weathered layer that the ground was worn to establish at sea to the bored concrete pile, the bored concrete pile upper end extends interior and anchor in the steel -pipe pile inner wall of steel -pipe pile, the stock builds in in marine ground, in the weak morals and manners rock, the stock upper end extends interior and anchor in the bored concrete pile inner wall of bored concrete pile. Because the steel -pipe pile passes through in the overburden to and the bored concrete pile passes through in severely -weathered layer, greatly reduced the risk of unable pile sinking to the design altitude of steel -pipe pile, adopt the stock to build in in, in the weak morals and manners rock, improved the efficiency of construction of inlaying the rock greatly simultaneously, reduced and inlayed rock construction risk.",2015,E02D  27/12; E02D  27/42; E02D  27/44
450833772,CN201520860271U,Offshore wind farm fan single pile basis,"The utility model provides an offshore wind farm fan single pile basis, including steel -pipe pile and bored concrete pile, a fan tower section of thick bamboo is installed to the steel -pipe pile top surface, the steel -pipe pile passes overburden vertical bracing in basement rock top surface under water, the lower extreme is equipped with the concrete linkage segment in the steel -pipe pile, several the bored concrete pile lower extreme builds in in the basement rock, and their the upper end all with concrete linkage segment rigid coupling becomes integrative. Because several the bored concrete pile lower extreme builds in in the basement rock, and their the upper end all with establish the concrete linkage segment rigid coupling of lower extreme becomes integrative in the steel -pipe pile, can realize adopting the existing equipment to implement the single pile basis like this on shallow overburden ground, do benefit to and use widely, and the expense is low.",2015,E02D  27/12; E02D  27/42; E02D  27/44
450836612,CN201520700501U,Send out compound bucket foundation of marine fan that ferroelectric phase combines with ocean current,"The utility model provides a send out compound bucket foundation of marine fan that ferroelectric phase combines with ocean current, is applied to ocean renewable energy development field. Set up the draft tube with the help of the compound bucket foundation of marine fan to big with designing to the both ends cross -section in the middle part of the draft tube, the mid section is little, arranges ocean current hydraulic turbine in middle small bore department, uses to increase the next capacitation power that improves the hydraulic turbine that generates electricity when venturi principle messenger velocity of water flow passes through the mid section. Water conservancy diversion passageway both ends are equant big cross -section for the electricity generation hydraulic turbine is applicable to the rivers of two positive and negative orientations simultaneously, conveniently catches the ocean current energy. The utility model discloses compound bucket foundation installs with the help of marine fan, has reduced marine production platform's cost. The water conservancy diversion passageway sets up the form into venturi, has promoted capacitation power, simultaneously draft tube sinking, floating and retrieving with the help of the convenient realization overall structure of gravity and buoyancy to the low price, stable in structure has good adaptability to abominable marine environment.",2015,Y02E  10/725; F03B  13/14; F03D   9/25; Y02E  10/38; Y02E  10/727; F03D  13/25; Y02P  70/523
450836630,CN201520964343U,Video unit is used in wind turbine generator system maintenance,"The utility model discloses a video unit is used in wind turbine generator system maintenance, the power supply unit that is coupled including the image acquisition unit, with the image acquisition unit, the power supply unit includes main power supply unit and supplementary power supply unit, main power supply unit is the battery, the image acquisition unit is wireless camera, main power supply unit sets up in same shell with the image acquisition unit to distribute about being, supplementary power supply unit is fixed in one side of image acquisition unit, is coupled with image acquisition unit and main power supply unit simultaneously, supplementary power supply unit is wind power generation set, the below of image acquisition unit shell is extended one fixedly prismatic, and two fixed bands are extended to the relative both sides of this prism, article two, the other end reciprocal anchorage prismatic relatively of fixed band. The utility model discloses a video unit is used in wind turbine generator system maintenance just can be effectual for the power supply of image acquisition unit through the setting of supplementary power supply unit, makes its outdoor use more convenient.",2015,F03D  17/00; F03D  80/50; Y02E  10/722
450859464,KR20157029309,SYSTEM AND METHOD FOR TRANSPORTING AND TESTING A CRANE INTENDED FOR USE IN AN OFFSHORE WIND TURBINE,"? ??? ?? ?? ??(21)?? ???? ?? ???? ???(14)? ?? ? ????? ?? ???? ?? ???. ?? ???? ???(14), ?? ???(15) ? ???(16)? ????. ?1 ?? ??(22, 23)? ???(14)? ?? ???(15) ??? ?? ??? ??? ???? ?? ????. ?2 ?? ??(19, 29)? ?? ???(15)? ???(16) ??? ?? ??? ??? ???? ?? ????. ?? ???? ???(14), ?? ???(15) ? ???(16)? ?? ???? ?? ??? ?? ? ??. ?? ???? ???(14)? ?? ???(15)? ???? ?? ??? ?? ? ??. ?? ???? ???? ?? ???(15)? ???? ?? ???(15)? ???(16)? ???? ??? ??? ?? ? ??. ? ??? ?? ?? ???? ??? ?? ???. ? ??? ?? ?? ??(21)???? ?? ???? ???(14)? ???? ????? ?? ???? ??.",2014,B66C  23/74; B66C  23/18; B66C  23/207; B66C  23/365; B66C  23/62; G01M  99/007; B66C  23/36
450939008,EP20160163775,FOUNDATION OF A WIND ENERGY SYSTEM,"Die Erfindung betrifft ein Gr¸ndungssystem zur Gr¸ndung einer Windenergieanlage (10) im oder am Untergrund (2). Die Erfindung betrifft ferner eine Windenergieanlage (10), eine Gr¸ndung f¸r eine Windenergieanlage (10), eine Tragstruktur (40) f¸r eine Windenergieanlage (10) sowie ein Verfahren zur Errichtung einer Windenergieanlage (10). Das erfindungsgem‰fle Gr¸ndungssystem umfasst eine Gr¸ndungsstruktur (30) mit wenigstens einem Hohlprofil und eine Tragstruktur (40) einer Windenergieanlage (10), die in das wenigstens eine Hohlprofil eingef¸hrt oder einf¸hrbar ist, wobei eine L‰nge (L) der in das wenigstens eine Hohlprofil eingef¸hrten oder einf¸hrbaren Tragstruktur ¸ber ein oder mehrere Adapterelemente (50) einstellbar ist. Erfindungsgem‰fl stellen die Adapterelemente (50) eine lastabf¸hrende Verbindung zwischen Tragstruktur (40) und Hohlprofil mittels einer Konsolenstruktur (52) her, die am oberen Ende (32) der Gr¸ndungsstruktur (30) angeordnet und ¸ber die Adapterelemente (50) mit der Tragstruktur (40) verbunden oder verbindbar ist.",2016,E02B  17/027; E02B2017/0091; E02D  27/42; E02B  17/0004; E02B2017/006; E02B2017/0073; E02D  27/425
450992818,CN201480046061,Method of installing a foundation for an offshore wind turbine and a template for use herein,"The present invention provides a method of installing a foundation for an offshore wind turbine and a template for use herein. In illustrative embodiments, the template is releasably anchored in a seafloor and the template is leveled before installing a pile. In a method according to some illustrative embodiments herein, a template may be provided, the template comprising at least one hollow guiding element for receiving the pile, at least one suction bucket, a frame body to which the at least one hollow guiding element and the at least one suction bucket are coupled, and controlling means configured to supply a pressure to the at least one suction bucket. The method may comprise disposing the template on the seafloor, supplying a negative pressure to the at least one suction bucket for driving the suction bucket in to the seafloor, and controlling the negative pressure supplied to the at least one suction bucket to adjusting a penetration depth of the at least one suction bucket so as to level the frame relative to the seafloor.",2014,E02B2017/0091; E02D2600/10; E02B  17/02; E02D  13/04; E02D  27/42; E02D  27/12; E02D  27/525; E02D2220/00; E02D   7/02; E02D   7/00; E02D  27/16; E02B2017/0043
451019917,CN201520966900U,Buffering on marine wind power basis is stepped on by device,"The utility model provides a buffering on marine wind power basis is stepped on by device, including cat ladder, slide rail and gyro wheel, the top of cat ladder is provided with and hangs the cat ladder at the epaxial hanging mechanism of horizontal stroke who leans on the ship stake, the bottom of cat ladder is provided with buffering telescopic machanism, and the bottom at the cat ladder is connected through buffering telescopic machanism to the gyro wheel, the gyro wheel is connected on the slide rail to can follow the slide rail rolls, slide rail swing joint is at the on -board of fortune dimension ship to can do the horizontal rotation motion for fortune dimension ship. The utility model has the advantages of can adapt to the adverse circumstances on the sea to reducing a sea -freight dimension weather window restriction, improving the marine wind power fortune usable time of dimension, stability is high, makes fortune dimension personnel obtain guaranteeing in the safety of landing the fan in -process.",2015,B63B  27/14
451019923,CN201520835483U,New forms of energy ship of decontaminating,"The utility model discloses a new forms of energy ship of decontaminating, including rubbish net, hull, link plate, axis of rotation, screw, signal receiver, solar energy electroplax, battery, transformer, motor and fan blade generator, rubbish is netted and is linked the board and passes through connecting rod fixed connection, and just link the board and fix on the hull, the hull passes through support fixed connection with the solar energy electroplax, the rubbish net is connected through the couple with the link plate, signal receiver installs on the hull, the fan blade generator passes through support column fixed connection with the hull, the inside at the hull is installed to the battery, the transformer sets up between battery and motor, the motor passes through the axis of rotation rotation with the screw and is connected. The utility model discloses make solar energy and the wind power generation technique of adopting, the sufficient and non -staining environment of power supply, unnecessary electric power can be stored to the battery, and the hull is unmanned, realizes can carrying out the rubbish clearance to the surface of water by remote control through the remote controller.",2015,B63H  21/17; B63B  35/32
451028604,CN201520940134U,Wind turbine generator system bolt monitoring protection system,"The utility model relates to a wind turbine generator system bolt monitoring protection system, including power supply unit, signal transmission end, 304 white steel sheet housings and a plurality of wireless receiving terminal, wherein: the power supply unit with the signal transmission end is connected, the power supply unit with the signal transmission end sets up 304 on the white steel sheet housing, a plurality of wireless receiving terminals with signal transmission holds wireless connection. The utility model provides a wind turbine generator system bolt monitoring protection system monitors the bolt at wind turbine generator system's key position, and through wireless mode transmission signal, need not to lay the circuit again, adopt the solar energy power supply mode, need not external power supply, reduced the power supply degree of difficulty, take place not hard uply or during the fracture, the signal transmission end sends early warning information to the display terminal of installation in cell -phone or the central station of floating dock when the bolt, and the suggestion maintainer in time overhauls, prevents the blade accident of droing, the malignant accident's that can effectually avoid leading to because of the bolt fracture emergence.",2015,F03D  17/00
451066939,US201514870955,Retrofit reinforcing structure addition and method for wind turbine concrete gravity spread foundations and the like,"A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof.",2015,E02D  27/08; E02D2300/00; E02D  27/42; E02D  37/00; E02D  27/425; E02D   5/80; E02D2200/12; E02D2250/0023; E02D2600/30; E04C   5/12
451082962,JP20140169212,REGENERATIVE ENERGY TYPE POWER GENERATION DEVICE AND ITS OPERATING METHOD,PROBLEM TO BE SOLVED: To provide a regenerative energy type power generation device capable of shortening an operating time for external facility for supplying oil when oil is supplied from outside against equipment using oil positioned above a tower.SOLUTION: A regenerative energy type power generation device comprises a tower; a nacell arranged at the upper part of the tower and supported at the tower; a rotor hub rotatably supported at the nacell; oil using equipment supported by either the nacell or the rotor hub and positioned more above location than the tower; an in-tower oil tank arranged at the upper location of the tower and including an in-tower supply tank for storing oil supplied to the oil using equipment; the first oil feeding pump installed at the lower part of the tower or on a foundation where the tower is vertically installed so as to feed oil to the in-tower supply tank; and the second oil feeding pump for feeding oil kept in the in-tower supply tank to the oil using equipment.SELECTED DRAWING: Figure 1,2014,F03D  80/88; F05B2260/98; F05B2240/95; F03D  80/70; Y02E  10/727; F03D   9/28; F03D   9/17; F05B2260/406; Y02E  10/726; F05B2260/60; Y02E  60/17; F03D   9/10; F03D  13/20; Y02P  80/158
451146731,TW20143122836,Fluid mechanic blade device,"The present invention provides a fluid mechanics blade device, which can be driven to rotate in an operational direction and comprises a shaft and several blade modules. The blade modules are connected with the shaft and separated from one another with an angle. Each blade module comprises a grille connected with the shaft and several blade cups in an array and mounted on the grille separated from one another. Each blade cup includes an inner surface which is recessed inwardly and defines a cup space, and an outer surface opposite to the inner surface toward the operational direction. By configuring more blade cups, the structure of each blade cup can be miniaturized and thus the present invention is suitable for sites with fast and slow wind speeds and the wind field regions suitable for the present invention can be greatly increased. Furthermore, the present invention may also be applied for flowing water regions, such as the river flow and the ocean current.",2014,F03D   3/061; F03D   3/005; Y02E  10/74; F03B   3/12; F05B2240/216; F05B2240/311
451168891,KR20150058262,OFF-SHORE FLOATING POWER GENERATION,The present invention relates to an offshore floating power generation device. The offshore floating power generation device includes: a seawater storing unit storing seawater therein and moving upward and downward while floating in the seawater according to an amount of the stored seawater; an intake pipe guiding the seawater received through an inlet to the seawater storing unit; a water turbine power generator formed in the intake pipe; and a water level control unit discharging the seawater stored in the seawater storing unit to the outside. The offshore floating power generation device is capable of producing power using the water turbine power generator when the seawater flows into the seawater storing unit through the intake pipe in the case of a difference in a water level caused by a decrease in a water level of the seawater storing unit lower than the water level outside of the seawater storing unit.,2015,F03D   1/00; F03D   9/008; H01L  31/04; Y02E  10/725; Y02E  60/17; F03B  13/06; F05B2260/42; Y02E  10/38; F03B  13/00; F05B2240/93; H02S  10/10; F03B  13/26; Y02E  10/22; Y02E  10/28; F03B  17/06; F03B  11/08; F03B  13/10; F03B  17/02; F03D   9/14; F05B2240/95; Y02E  10/20
451168893,KR20150058264,OFF-SHORE FLOATING POWER GENERATION,The present invention relates to an offshore floating power generation device including: a seawater storing unit having a low water tank of a first water level and a high water tank of a second water level while storing seawater therein and floating in the seawater; an intake pipe guiding the seawater flowing in through an inlet to the low water tank or the high water tank; a connection pipe connecting the low water tank and the high water tank; a water turbine generator formed in the connection pipe; and a water level control unit discharging the seawater stored in the seawater storing unit to the high water tank. The purpose of the present invention is to provide the offshore floating power generation device enabling effective power generation using a difference in the water levels of the high water tank and the lower water tank.,2015,F03B  13/06; Y02E  10/38; Y02E  60/17; F03D   9/007; F03B  13/10; F03D   1/00; F03D   9/008; F05B2240/93; Y02E  10/28; F03B  13/00; F03D   9/14; F05B2240/95; F05B2260/42; F03B  11/00; F03B  13/26; F03B  17/06; Y02E  10/72; H01L  31/04; Y02E  10/22
451180493,EP20160164699,OFFSHORE FLOATING POWER GENERATOR,"An offshore floating power generator includes: a sea water reservoir configured to store sea water and float on the sea surface, wherein the sea water reservoir comprises a low water tank having a first water level and a high water tank having a second water level higher than the first water level; an inlet pipe configured to guide the sea water flowing through an inlet portion to the low water tank or the high water tank; a connection pipe configured to connect the low water tank and the high water tank with each other; a water turbine generator provided on the connection pipe; and a water level adjustor configured to discharge the sea water stored in the low water tank to the high water tank, wherein, when sea water of the high water tank flows into the low water tank through the connection pipe due to a difference between the first water level and the second water level, power is generated by using the water turbine generator.",2016,F05B2260/42; F03D   9/007; Y02E  60/17; F03D   9/00; Y02E  10/22; F03D   9/008; Y02E  10/28; F03B  13/00; F05B2240/95; F03B  13/06; F03B  13/26; F05B2240/93; F03B  11/00; F03D   9/14; Y02E  10/72; Y02E  10/38
451180497,EP20160164702,OFFSHORE FLOATING POWER GENERATOR,"An offshore floating power generator includes: a sea water reservoir configured to store sea water, the sea water reservoir being ascended or descended according to the amount of stored sea water while floating on the sea surface; an inlet pipe configured to guide the sea water flowing through an inlet portion to the sea water reservoir; a water turbine generator provided on the inlet pipe; and a water level adjustor configured to discharge the sea water stored in the sea water reservoir to the outside, wherein, when a difference in water levels is generated as a water level of the sea water reservoir is lowered to be lower than a water level outside the sea water reservoir, power is generated by using the water turbine generator when sea water enters the sea water reservoir through the inlet pipe.",2016,F03B  13/06; F03B  13/26; F03D   9/00; F03B  17/02; H02S  10/10; Y02E  10/38; Y02E  60/17; F03B  11/08; F03B  13/00; F03D   9/008; F05B2240/93; Y02E  10/28; F05B2240/95; F05B2260/42; Y02E  10/20; Y02E  10/725; F03D   9/14; Y02E  10/22
451355474,BR20121105445,sistema de manuseio e mÈtodo para manusear pelo menos um componente de um moinho de vento,"sistema de manuseio e mÈtodo para manusear pelo menos um co:mponente de um moinho de vento È provido um manipulador para manusear pelo menos um componente de um moinho de vento. o manipulador È provido com pelo menos um preensor e uma cinta. o( s) preensor( es) È( s„o) para receber de forma liber·vel o(s) componente(s) do moinho de vento. o preensor tem pelo menos um pÈ posicion·vel em uma base para suportar o(s) componente(s) do moinho de vento em uma superfÌcie do mesmo. a cinta È operacionalmente conect·vel no( s) preensor( es ), e pode ser recebida por um carregador para transporte por ele, por meio do que o(s) componente(s) È/s„o transport·vel(is) pelo carregador.",2010,Y10T  29/53961; F05B2240/95; E02B  17/027; F03D   1/00; F03D  13/40; E04H  12/34; Y02E  10/727; E02B2017/0091; Y02E  10/726; B63B  35/00; E02B  17/02; F03D  13/10; B63B  27/16; E02B  17/00; E02B2017/0039
451385191,UAA201401463,COMBINED SOLAR WATER-BASED POWER PLANT,"??????? ??????????? ??????????????? ??????? ????????? ??????? ???????? ?????, ????????? ?? ????????? ?????????? ????????? ? ???????? ? ??????? ?????????? ??????, ???????????? ?? ??????????, ???????????? ? ?????? ?????. ??????? ??????????????? ??????? ??????? ??????? ? ???????? ??????????? ?????????? - ??????????????? ???'?, ??????????????? ????????? ? ?????????? ????????. ?????? ????????? ?? ???????, ?? ????????? ??????? ????? ? ??????? ??????. ??????? ??????? ???????? ? ??????? ??'????? ?????, ??? ??? ????? ????????? ?????????????? ??????????????, ?? ??????????? ? ???????? ???????, ?? ????? ????????? ??????? ??????. ???? ???? ????? ?????????? ?? ?????? ??????? ??????? ??????? ????????. ????? ??????? ?? ?????? ?? ??? ?????, ??????? ????? ????? ??????????? ?????. ?????? ?????????????? ??????? ????? ???'?, ?? ??????????? ? ???????, ??????????? ?? ????????? ??????? ?? ????. ?? ??????? ???????? ?????????? ??????? ????????, ?? ?????????? ?? ? ????????, ???? ????????? ? ??????? ???????????? ???????. ??????? ???????? ???????? ??????????????? ???????, ????????????? ? ????????? ??????????? ???, ?? ?? ??????? ? ??????? ?????????. ?? ??????? ??????????? ???????, ???????? ?? ???????, ???????????? ? ????????? ????????? ???????. ??? ???????? ???????????? ???????? ?????, ???????? ??????????? ?? ?????? ? ????????? ? ??????? ???????????? ???????? ? ???????????? ?????? ?????????.",2014,F03D   3/02; H02S  20/30; F03D   9/10; Y02E  10/727; Y02E  10/74; F03B  13/00; H01L  31/042; F03D  13/25; Y02E  10/50; F03D   9/37
451390067,EP20160714960,"GRAVITY-BASE-TYPE STRUCTURE FOR SUPPORTING AND ANCHORING AN OFFSHORE WIND TURBINE, AND METHOD FOR TOWING AND INSTALLING SAME IN THE SEA",NULL,2016,E02B2017/0039; E02D  27/52; Y02E  10/727; B63B  35/00; E02B  17/02; E02B  17/025; E02B2017/0065; E02B2017/0073; F03D  13/10; B63B  35/44; E02B2017/0091; F05B2240/95; E02B2017/0069; F03D  13/22; F03D  13/25; B63B  35/003; E02B  17/00; F03D  13/20
451421968,CN201510919406,Mariculture device with net cage added to jacket fan base,"The invention discloses a mariculture device with a net cage added to a jacket fan base. The mariculture device comprises the jacket fan base and a net cage module, wherein the jacket fan base comprises an operating platform, pillars and diagonal bracings, an automatic aquaculture device capable of realizing automatic feeding and environmental detection is mounted on the operating platform, four pillars are arranged and fixed through supports, and connecting buckles are mounted at the middle-upper parts and the bottoms of the pillars; the net cage module comprises a net cage frame, a net and a net cage bottom ring, the net cage frame is connected with the pillars through the connecting buckles at the middle-upper parts of the pillars, the net cage bottom ring is connected with the connecting buckles located at the bottoms of the pillars, two ends of the net are connected with the net cage frame and the net cage bottom ring. Inside space of the jacket base can be sufficiently utilized, a part of electric energy of an offshore wind field is used for mariculture, the offshore wind field and the mariculture farm are combined, multipurpose utilization of the offshore wind field is realized, and the overall economic benefits are improved.",2015,Y02A  40/81; Y02P  60/64; A01K  61/65; F05B2240/96; A01K  61/60; Y02E  10/727; A01K  61/00; F03D  13/25; Y02A  40/826; Y02A  40/828; F05B2240/95
451436538,CN201510957840,"Negative pressure bucket anchoring device provided with barbs, installation method and floating type offshore wind plant","The invention provides a negative pressure bucket anchoring device provided with barbs, an installation method and a floating type offshore wind plant. The negative pressure bucket anchoring device provided with the barbs comprises a negative pressure bucket body, the lower end of the negative pressure bucket body is open, the upper end of the negative pressure bucket body is provided with a close cover, the negative pressure bucket anchoring device further comprises a one-way draining valve, the one-way draining valve is installed on the close cover, a water inlet of the one-way draining valve is communicated with the negative pressure bucket body, the barbs are arranged on the outer wall and/or the inner wall of the negative pressure bucket body, and multiple anchoring connection assemblies connected with an anchor chain are arranged on the close cover. According to the negative pressure bucket anchoring device provided with the barbs, the installation method and the floating type offshore wind plant, frictional resistance between the negative pressure bucket body and silt is increased through the barbs, anchoring capability is improved, meanwhile, the pressure difference is formed between the interior and the exterior of the negative pressure bucket body through the one-way draining valve, the negative pressure bucket anchoring device is further inserted into a silt layer of the seabed through pressure of seawater, basic cost of a deep sea floating type wind turbine is effectively lowered, the installation cycle of the deep sea floating type wind turbine is effectively shorted, and construction difficulty of the floating type offshore wind turbine and influence of the weather factors on offshore operation are lowered.",2015,B63B  21/27; B63B  21/50
451549060,US201314895567,Seawater resistant grout material composition and method for constructing offshore wind turbine structure using same,"The present invention provides a seawater resistant grout material composition and a method for constructing an offshore wind turbine structure using the same, the seawater resistant grout material composition comprising: 2ò10 wt % of high strength admixture; 25ò35 wt % of type I Portland cement; 30ò45 wt % of silica sand having a particle size of 30ò60 mesh; 5ò15 wt % of silica sand having a particle size of 60ò100 mesh; and 5ò10 wt % of silica sand having a particle size of 100ò200 mesh, wherein the high strength admixture is obtained by mixing and pulverizing 45ò99 wt % of slag and 1ò55 wt % of anhydrite, thus the present invention has excellent seawater resistance, excellent strength development characteristics at a low temperature, and increased compressive strength and durability to allow withstanding cyclic loads due to wind and wave pressure.",2013,C04B2111/70; F05B2240/95; C04B  28/04; C04B  28/16; C04B 111/70; Y02E  10/727; C04B  22/008; C04B  40/00; C04B   7/02; C04B  14/04; C04B2111/24; Y02W  30/94; C04B  40/0042; C04B2103/58; C04B  22/00; F03D  13/25; C04B 103/56; C04B 111/24; F03D  13/22
451565768,PT20060757858T,FLOATING WIND TURBINE INSTALLATION,NULL,2006,B63B2001/044; F03D   1/00; Y02E  10/727; B63B   1/048; F03D  13/25; B63B; E02B2017/0091; F05B2240/93; E02B2017/0095; B63B  21/50; B63B2035/446
451584715,FR20160051745,"SYSTEME DE STABILISATION, EN PARTICULIER POUR UN SUPPORT FLOTTANT, AVEC PLUSIEURS DISPOSITIFS D'AMORTISSEMENT AYANT UNE FORME DE U","La prÈsente invention concerne un systËme de stabilisation d'un systËme soumis ‡ des sollicitations extÈrieures, en particulier un support flottant, le systËme de stabilisation comportant au moins trois dispositifs d'amortissement (1), sous la forme de tube en U, comprenant des rÈserves de liquide (2) et un tube de liaison (3). Au moins deux des dispositifs d'amortissement (1) ne sont pas parallËles l'un par rapport ‡ l'autre. L'invention concerne Ègalement un support flottant comportant un tel systËme de stabilisation.",2016,F03D  13/25; F05B2240/93; F16F   7/1034; F05B2240/95; F16F  15/023; Y02E  10/727; B63B  35/44; B63B2035/446
451584717,FR20160051746,"SYSTEME DE STABILISATION, EN PARTICULIER POUR UN SUPPORT FLOTTANT, AVEC AU MOINS TROIS RESERVES DE LIQUIDE RELIEES ENTRE ELLES","La prÈsente invention concerne un systËme de stabilisation (1) d'un systËme soumis ‡ des sollicitations extÈrieures, en particulier pour un support flottant, le systËme de stabilisation comportant au moins trois rÈserves de liquide (2) et au moins trois tubes de liaison (3). Les rÈserves de liquide (2) sont rÈparties spatialement. De plus, les tubes de liaison (3) assurent la circulation du liquide entre toutes les rÈserves de liquide. L'invention concerne en outre un support flottant comprenant un tel systËme de stabilisation.",2016,B63B  35/44; F05B2240/95; F05B2240/93; F03D  13/25; F16F   7/1034; Y02E  10/727; B63B2035/446; F16F  15/023
451715339,KR20140128953,SUBSTRUCTURE FOR OFFSHORE WIND POWER,"The present invention provides a lower structure for an offshore wind power plant including a jacket unit with multiple jacket legs and brace members connecting the multiple jacket legs; a transition piece formed in the upper side of the jacket unit and providing an installation unit of a wind power generating structure; and a supporting pile installed by penetrating the jacket unit and the transition piece, inserted into the seabed, and supporting the jacket unit and the transition piece. The lower structure for an offshore wind power plant relatively moves the supporting pile and the transition piece by extending a hydraulic device installed between the transition piece and the supporting pile, thereby adjusting the perpendicularity of the transition piece.",2014,E02D  27/52; F03D  13/20
451720732,US201514924448,Connection system for array cables of disconnectable offshore energy devices,"A floating connector of an offshore energy device and a method for connecting the floating connector is provided. The floating connector includes a buoy having a long spar like floater, where the buoy provides buoyancy to the floating connector. The floating connector further includes at least two cables for connecting to the offshore energy device. The floating connector also includes a joint box for coupling to the offshore energy device and for providing an electrical connection of the at least two cables to a switchgear of the offshore energy device. When the joint box is coupled to the offshore energy device, an electrical circuit with the at least two cables is completed through the offshore energy device via the switchgear.",2015,B63B   1/10; F05B2240/93; B63B  22/04; B63B  22/18; B63B  35/44; B63B2035/446; B63B  22/00; B63B2035/4433; F03D  13/25; B63B  39/06; B63B2039/067; F03D   9/25; F03D   9/257; B63B   1/107; Y02E  10/725
451759299,ES20090165852T,Procedimiento para el funcionamiento de una planta de energÌa eÛlica,"Procedimiento para el funcionamiento de una planta de energÌa eÛlica o de un parque eÛlico, compuesto de varias plantas de energÌa eÛlica, estando conectado el parque eÛlico a una red de suministro elÈctrico, a la que se alimenta la potencia elÈctrica producida por el parque eÛlico, disponiendo el parque eÛlico y/o al menos una de las plantas de energÌa eÛlica del parque eÛlico de una entrada de control que permite ajustar la potencia elÈctrica del parque eÛlico o de una o varias plantas de energÌa eÛlica individuales en un intervalo de 0 a 100% de la respectiva potencia que se va a poner a disposiciÛn, estando previsto un dispositivo de procesamiento de datos que est· conectado a la entrada de control y mediante el que se ajusta el valor de ajuste en el intervalo de 0 a 100%, en dependencia de la magnitud de la potencia que pone a disposiciÛn todo el parque eÛlico en su salida para alimentar a la red elÈctrica, pudiendo ajustar el operador (EVU) de la red de suministro elÈctrico, a la que est· conectado el parque eÛlico, la potencia suministrada por el parque eÛlico mediante la entrada de control, estando previsto un contador de corriente virtual que detecta la cantidad de energÌa que debido a la participaciÛn de la empresa de suministro elÈctrico (EVU) en la regulaciÛn y, por tanto, en la limitaciÛn de la potencia del parque eÛlico o de la planta de energÌa eÛlica no es tomada por la red de suministro elÈctrico, determinando el contador de corriente virtual a partir de la velocidad del viento la potencia de la planta de energÌa eÛlica o del parque eÛlico que se va a poner a disposiciÛn debido al viento y determinando una diferencia de potencia a partir de la potencia, que se va a poner a disposiciÛn, y a partir de la potencia suministrada debido a la participaciÛn de la empresa de suministro elÈctrico (EVU) en la regulaciÛn y calculando mediante una integraciÛn de la diferencia de potencia la cantidad de energÌa que no se alimenta a la red.",2002,F05B2270/1033; Y02E  10/723; F03D   7/0284; F03D   7/04; F03D   9/255; F05B2270/337; H02J   3/38; H02J   3/386; Y02B  10/30; Y10T 307/724; B63H   1/06; F03D   7/02; F03D   7/0272; F03D   9/00; F03D   7/00; F03D   7/048; F03D   9/257; F05B2270/304; Y02E  10/725; F05B2270/335; H02P   9/00; Y02E  10/763
451782068,KR20167007816,#NAME?,"? ???, ?? ?? ?(115)? ?? ???? ? ?? ??(102, 103)? ???? ?? ??? (105)? ???? ?? ?? ?? ???? ?? ???. ?? ?? ?? (111)? ?? ??? ???? ??? ??? ??? ?? ?? ?? ?? ??(102) ?? ??? ??. ?? ????(101)? ??(111) ?? ???? ??(125)? ??? ?? ??. ??? ???? ??? ? ?? ?? ??? ??? ????? ????? ??(111)? ??? ?? ??-?? ??(102)? ?? ??? ? ??. ?? ???(105)?, ??? ??? 10 ?? ??? ??(111)? ????? ?? ??(102, 103) ??? ?? ???? ? ???? ???? ????. ??-????? ????(107)? ??? ??? ?? ???(105)? ?? ??? ????? ?? ??(102, 103)? ??? ????.",2009,B63B  39/03; B63B  39/06; B63B2035/446; B63B2039/067; E02B2017/0091; F05B2240/95; Y02E  10/727; B63B   1/107; B63B  39/02; B63B  39/04; F03D  80/00; B63B  21/50; E04H2012/006; F03D   7/02; F03D   7/0204; Y02E  10/22; B63B  35/44; F05B2240/93; B63B  35/00; B63B  43/06; E02B  17/04; F03D   1/00; F03D   9/25; E02B   9/00; F03D   9/257; F03D  13/10; Y02E  10/725; F03D  13/25; F03D  17/00
451791741,EP20160717317,FLOATING MOUNTING HAVING A DEPTH-VARIABLE HORIZONTAL CROSS-SECTION,NULL,2016,F03D  13/22; B63B2035/446; B63B  35/44; B63B2207/02; F03D  13/20; F03D  13/25; B63B   1/04; F05B2240/97; Y02E  10/727; F05B2240/95
451816615,GB20160003447,A system and method for coordinating a propeller with an electronic engine control,"A method and system for coordinating a propeller 18 with a controller module 48, comprising a machine (e.g. aircraft / watercraft engine, wind turbine) having a propeller mounted to a shaft 32 at a hub 19, an electronic controller module and at least one sensor 40, 46. The sensor detects at least one unique parameter of the propeller when the shaft is received in the machine and sends a signal representative of the unique propeller characteristic to the controller module. The controller identifies the propeller and adjusts engine performance. The sensor may be a transducer 40, a magnetic pick-up unit 46. The unique parameter may comprise an arrangement of magnetic targets 44 on the blades, hub or shaft, beta tube depth displacement 42, pitch angle, propeller speed or phase. The method may be run in a calibration mode. Engine performance may be varied to match, coordinate, configure, calibrate or customise the engine to the received propeller blade, such that the engine may know which specific propeller has been installed and operates accordingly to the optimal requirements of that particular fitted propeller.",2016,B63H2003/006; B64C  11/38; F02C   9/00; F02B  61/04; F02D  29/02; B64C  11/301; B64F   5/00; F03D  17/00; F02C   3/107; B64C  11/00; B64F   5/60; B63H   3/00; B64C  11/30
451884146,CN201610090497,Accommodation ladder for wind power platform and accommodation ship,"The invention relates to an accommodation ladder for a wind power platform and an accommodation ship. The accommodation ladder comprises a rotary base welded on the boardside of a ship body and connected with a rotary bearing, wherein the rotary bearing is connected with a tower and driven by a hydraulic motor, the root part of the tower is connected with a main ladder through hinge pins, a main ladder pulley set is arranged in the middle of the main ladder and on the tower and is controlled by a main winch, a spring push rod mechanism is arranged at the top of the tower, a telescopic auxiliary ladder is inserted into the main ladder, a main-auxiliary ladder winch is mounted at the top of the main ladder, the top of the auxiliary ladder is connected with a tail ladder through two hinge pins, a tail ladder pulley is arranged at the tail of the tail ladder, and a reset locking device is arranged between the tower and the main ladder. Compared with a crane, the accommodation ladder is low in cost and has high safety, the technical requirements for operators are low, the time is short, the accommodation ladder is high in automation with the adoption of mechanical and electrical integrated automation, the inclination angle of the main ladder can be flexibly adjusted, collection and release of the ladder can be started or stopped through one key, the accommodation ladder is not affected by waves of the accommodation ship, and accordingly, people can stably go up and down the platform.",2016,B63B  27/14
451884168,CN201610033157,Sea and river movable invisible fire-fighting and self-saving fuel oil repository refueling platform,"A sea and river movable invisible fire-fighting and self-saving fuel oil repository refueling platform is suitable for supplying fuel oil to transport boats, ships and the like in rivers, lakes and seas during sailing. The movable repository refueling platform starts a foam generation device through an intelligent fire-fighting system to apply foam and put out fires on an input and output fuel oil filling equipment fire-fighting and self-rescue foam bin (3), and fire fighting and self-rescue are achieved. The storage amount problem of fuel oil is solved through various devices of a fuel oil product storage bin (1), and supply cost is reduced. The hiding effect in wars is achieved by adding camouflages (15). A land and ship wind power generation station (11) installed on a storage platform and a solar panel (12) installed on the storage platform are grid-connected, and the problem about a power supply power of the storage platform is solved. The refueling platform can arrange the movable fuel oil supply storage platform with the invisible fire-fighting and self-rescue function according to the flow of ships in the seas and the rivers and large, medium-sized and small ships to supply fuel oil to various boats and ships.",2016,A62C   3/10; B63B  35/44
451916503,CN201480051159,Gear oil composition,"The present invention relates to a gear oil composition containing a base stock and at least 0.01 wt% of a friction reducing additive which comprises a glycerol and/or polyglycerol C12 to C24 saturated fatty ester. The gear oil composition is suitable for use in gear boxes in automotive, industrial and marine applications.",2014,C10M2203/1006; C10M2203/1025; C10M2207/289; C10N2040/04; C10N2230/24; C10M2205/0285; C10M2207/281; C10M2207/282; F16H  57/0498; C10N  30/06; C10N2240/04; F16H  57/0493; C10M 129/76; F03D  80/70; C10N  40/02; C10N2230/26; C10N2230/06; C10N2240/02
451942364,CN201521063497U,Device and fortune dimension ship are leaned on in stepping on of marine fan,"An embodiment of the utility model provides a device and fortune dimension ship are leaned on in stepping on of marine fan steps on and includes the base and embrace a stake portion by the device, embraces stake portion and sets up on the base, and set up and constitute armful first holder and the second holder in a space including relative, drive assembly, drive assembly connect between armful stake portion and base to drive first holder and/or second holder linear removal the on the base. The device effectively solved fortune dimension ship at sea step on the problem of leaning on, the security that has improved personnel and spare parts.",2015,B63B  27/00; Y02E  10/727; F03D  13/20
451947474,CN201520926014U,Removable formula prestressed anchorage ties wind turbine foundation,"The utility model discloses a removable formula prestressed anchorage ties wind turbine foundation, it includes that concrete foundation, a fan tower section of thick bamboo and prestressed anchorage tie, its characterized in that still includes: the operation well that constitutes with the post and lintel system in the middle of concrete foundation and prestressed anchorage tie, tie top and bottom fixed connection's upper and lower ring flange, the higher authority and fan tower section of thick bamboo fixed connection of going up the ring flange respectively with prestressed anchorage, operate set operating space that trades that the lower flange coiled the below constitution that extends to of well. The problem of the crab -bolt not removable is solved, make the crab -bolt accessible time more renew the crab -bolt because of a variety of causes after the fracture appearing, guarantee that the fan is normal, safety, steady operation, can further promote the application of crab -bolt formula wind turbine foundation in china and even world's wind -powered electricity generation trade.",2015,E02D  27/42; E02D  27/44
451947538,CN201520881263U,Marine wind power large diameter pile basis scour prevention sand quilt,"The utility model relates to a marine wind power large diameter pile basis scour prevention sand quilt. The utility model aims at providing a marine wind power large diameter pile basis scour prevention sand quilt, aim at protect the stability of the peripheral sea bed in single pile basis, guarantee upper portion wind turbine generator system's long -term safe operation, to reduce simultaneously the consumption of steel, the anticorrosion coating and the submarine cable safety of the external wall of protect pile. The utility model provides a: marine wind power large diameter pile basis scour prevention sand quilt has the large diameter single pile of marine wind power basis, and submarine cable buries the outer end below the sea bed face, be when being close the single pile basis 90 arcs upwards with the wind turbine generator system electrical connection on upper portion, its characterized in that: lay the sand quilt on the bottom sea bed face on single pile basis, sand is formed to closing by left and right two of symmetry, and is identical with the bottom external diameter on single pile basis to closing round hole that the back formed at the middle part. The utility model is suitable for a technical field such as marine wind power engineering.",2015,E02D  27/52; E02D  31/06; E02D  15/08
451949874,CN201520678190U,Electricity generation windmill of compression oxygenation,"The utility model relates to an electricity generation windmill of compression oxygenation belongs to environmental protection equipment technical field. Technical scheme is including windmill impeller, wheel hub, center pin, braking system, drive mechanism, air compressor, generator, battery, controller, sensing system, driftage system, gas transmission pipeline, aeration mouth. Drive air compressor with compressed air and via gas transmission pipeline through drive mechanism behind the windmill rotating impeller, through the gaseous dispersion of aeration password for the microbubble aquatic of impressing, realize the function that oxygenation regulateed watercourses. Secondly, the function that, is another part mechanical energy conversion through the generator electric energy, the electricity generation of realization windmill. The utility model discloses water oxygenation can be fully realized, the mesh that improves water quality of water is reached to can form beautiful scenery, being the electric energy with unnecessary mechanical energy conversion simultaneously, improving wind energy utilization and rate, the electric energy of production can be used to the braking system of windmill, controller, sensing system, driftage system and other usage, further optimizes windmill efficiency.",2015,C02F   7/00; Y02E  10/72; C02F 101/30; C02F   3/02; Y02W  10/15; F03D   9/11; F03D   9/28
451963954,BR20121105456,"sistema para instalar um moinho de vento, e, mÈtodo para instalar um moinho de vento","ìsistema para instalar um moinho de vento, e, mÈtodo para instalar um moinho de ventoî s„o providos sistemas e mÈtodos para instalar um moinho de vento. o sistema tem uma plataforma de iÁamento e um carregador. a plataforma de iÁamento È operacionalmente conect·vel a pelo menos uma perna da plataforma que estende-se a uma dist‚ncia acima de uma base. a plataforma de iÁamento È posicion·vel ao longo da(s) perna(s) da plataforma. o carregador recebe pelo menos um componente do moinho de vento, e È posicion·vel acercaao redor da plataforma de iÁamento e mÛvel por meio desta por meio do que o(s) componente(s) do moinho de vento È/s„o posicion·vel(s) para instalaÁ„o.",2010,F05B2240/95; Y10T  29/53961; B63B  27/16; E04H  12/34; F03D   1/00; Y02E  10/727; B63B  35/00; F03D  13/10; F03D  13/40; Y02E  10/726; E02B  17/02; E02B2017/0091; E02B  17/027; E02B2017/0039; E02B  17/00
451971275,US201414894878,Tilt damping of a floating wind turbine,The present invention relates to methods and apparatus for removing or substantially reducing negative damping effects on a floating wind turbine. An operating point signal is received and a gain scheduling parameter is determined based on the received operating point signal. An input signal is then gain scheduled by the gain scheduling parameter and based on at least the gain scheduled input signal the negative damping effects on a floating wind turbine can be removed or substantially reduced.,2014,F03D   7/0296; Y02E  10/725; F03D   7/04; F03D   7/043; F03D   7/02; F03D   9/00; F03D  13/20; F03D   1/06; Y02E  10/723; F03D   9/25; F05B2240/93; F03D  80/80; Y02E  10/721; F03D   7/0224; F03D  17/00
451985673,EP20150856048,CONNECTION SYSTEM FOR ARRAY CABLES OF DISCONNECTABLE OFFSHORE ENERGY DEVICES,NULL,2015,B63B  22/04; B63B2035/4433; F05B2240/93; F03D  13/25; Y02E  10/725; B63B   1/107; F03D  80/50; B63B  22/00; B63B  22/18; B63B2035/446; B63B  35/44; B63B2039/067; F03D   9/25; F03D   9/257
452005245,CN201510918556,"Kite, kite driving working mechanism and kite electric generator and electric generation method","A kite body of a double-cable kite is provided with drainage outlets. Small cables at the edge of a kite face flow gathering opening are gathered to be in a group and connected to a cable A. Small cables at the edges of all the drainage outlets in the kite face are also gathered and connected to the cable A. Small cables on drainage outlet matching caps are gathered to be in another group and connected to a cable B. The kite body of the double-cable kite can remain in rectilinear motion no matter whether the kite body is in a completely energy gathering state or in a completely energy dissipation state, and the kite body can transmit the acting force of airflow or slack water to a working mechanism completely rather than component force of wind force or slack water force. A reciprocating drainage and gathering kite adopts the double-cable kite and two main cables of the reciprocating drainage and gathering kite are connected with two reciprocating telescopic cables of a cable control machine, so that two kite bodies are in opposite rectilinear reciprocating telescopic motion. The reciprocating drainage and gathering kite is in power connection with the power input end of a working machine to form a kite driving working mechanism. When an electric generator serves as the working machine, a kite electric generation mechanism is formed by placing the kite bodies of the reciprocating drainage and gathering kite in the wind, while a slack water electric generation mechanism is formed by placing the kite bodies of the reciprocating drainage and gathering kite in the slack water.",2012,F03B  17/06; Y02E  10/28; F03B  13/00; F03D   5/06; Y02E  10/725; B63H   9/00; Y02E  10/722; F03D   9/25; B60K2016/006; F03D   5/00; B60K  16/00; F03D  15/10; F03D   9/00; Y02E  10/70
452107053,CA20142927972,MOUNTING ARRANGEMENT FOR AIR DEFLECTOR,"A load compensating device for an airfoil rotor blade. The device comprises a housing arranged on an interior of the airfoil rotor blade. The airfoil rotor blade defines an aperture and has a recess surrounding the aperture formed in a surface of the airfoil rotor blade. The housing is mounted in the aperture. The device further includes a mounting plate received in the recess surrounding the aperture, wherein the mounting plate includes a tab extending downward from a first end of the mounting plate and the tab is configured to distribute force from the load compensating device to the surface of the airfoil rotor blade. The housing is configured to float between the mounting plate and recess.",2014,Y02E  10/722; F03D   7/0232; F03D   7/02; F05B2260/301; Y02E  10/723; F03D   7/0256; F03D   7/022; F05B2240/90; F05B2240/313; Y02E  10/721; F03D   1/06; F03D   1/0675
452139973,CN201510911854,Novel wind generator set booster station foundation on sea and assembling method thereof,"The invention discloses a novel wind generator set booster station foundation on the sea and an assembling method thereof. The foundation comprises a pile body, an integrated accessory structure assembly and a booster equipment rack assembly. The pile body comprises a connecting section, a middle section and a fixed section. The fixed section is used for being fixed on the sea. The integrated accessory structure assembly is fixed to the middle section and the connecting section. The booster equipment rack assembly is fixed to the top of the connecting section. The foundation is divided into the pile body, the integrated accessory structure assembly and the booster equipment rack assembly and is novel in structure, reasonable in design, firm, reliable and high in stability. The integrated accessory structure assembly and the booster equipment rack assembly are hoisted to the pile body at a time after being integrated, construction is convenient, and the manufacturing cost and the construction difficulty are reduced.",2015,Y02P  70/523; F03D  13/25; Y02E  10/727; F05B2240/95
452139981,CN201610065989,Maintenance device and system and maintaining ship for offshore wind generating set,"The embodiment of the invention provides a maintenance device and system and maintaining ship for an offshore wind generating set. The maintenance device comprises an oil inlet branch (100), an oil return branch (200), an electromagnetic directional valve (109) and two paths of oil pipes (400), and one end of each oil pipe (400) is connected with equipment to be maintained. A first vane pump (102), a first check valve (103) and a booster pump (106) are sequentially arranged on the oil inlet branch (100) in the oil inlet direction. The guide direction of the first check valve (103) is the oil inlet flowing direction. An oil outlet of the oil inlet branch (100), an oil inlet of the oil return branch (200) and the other ends of the two paths of oil pipes (400) are connected with the electromagnetic directional valve (109). Through the adoption of the maintenance device and system and maintaining ship for the offshore wind generating set, the operation and maintenance time of the offshore wind generating set can be shortened, and the power generation efficiency of the offshore wind generating set can be improved.",2016,F05B2270/20; F03D  80/50; Y02E  10/722
452193058,CN201520868788U,Power generating equipment on water and installation basis thereof,"The utility model discloses a power generating equipment on water and installation basis thereof. This installation basis includes: a supporting platform for supporting fixed wind power generation machine, with supporting platform connects fixedly in order to be used for the support fixed supporting platform's spud leg, and with spud leg bottom connect fixed with be used for with the spud leg is fixed in submarine pile protection pipe. Through above -mentioned embodiment, the installation of wind energy and trend ability generator is realized on one set of installation basis of accessible to, its stability height, simple structure and simple to operate are swift, can save the construction and the construction cost on this installation basis.",2015,E02D  27/42
452196082,CN201521030957U,Marine formula fan that floats and wind turbine foundation thereof,"The utility model relates to a marine formula fan that floats and wind turbine foundation thereof, wind turbine foundation includes the flotation pontoon structure, the supporting structure, ballast tank and upper fixing device and the fixing device of lower floor, the ballast tank is located the below of flotation pontoon structure, connect through the supporting structure between flotation pontoon structure and the ballast tank, the ballast tank is flat box structure, the outline of ballast tank is greater than the outline of flotation pontoon structure, upper strata fixing device includes many upper cables, upper strata cable evenly distributed around the flotation pontoon structure, the upper end of upper strata cable is fixed with the flotation pontoon structure, the lower extreme of upper strata cable is fixed with the seabed, the fixing device of lower floor includes many lower floor's cables, lower floor's cable is evenly distributed around the ballast tank, the upper end of lower floor's cable is fixed with the ballast tank, the lower extreme of lower floor's cable is fixed with the seabed. The beneficial effects of the utility model are that: simple structure, the stability is good, and difficult the emergence is destroyed, to the strong adaptability of the depth of water, the great sea area of the specially adapted depth of water.",2015,F03D  13/25; Y02E  10/727; B63B  35/44; B63B  21/50
452238974,US201514932635,Power generation device,"A power generation device is adapted to be driven by ocean currents, and includes a craft body unit, a plurality of blade units, a plurality of power generators, and a plurality of sails. The blade units are mounted on the craft body unit, and are adapted to extend into the sea and to be driven rotatably by the ocean currents. The power generators are mounted on the craft body unit and connected respectively to the blade units for converting a kinetic energy of the blade units into electrical energy. The sails are mounted on the craft body unit for capturing the wind to maintain a location of the craft body unit against drifting from a force of the ocean currents applied to the craft body unit.",2015,F03B  13/10; F03D   9/008; F05B2240/216; F03B  17/06; F03D  13/25; F05B2240/931; Y02E  10/727; F03B  17/063; F03B   3/12; F03D   9/00; Y02E  10/725; B63B  35/44; F03B  11/00; Y02T  70/5254; F03D   9/32; Y02E  10/28; F03B  17/062; Y02E  10/38; B63B2035/4466; F05B2240/40
452282018,KR20140164600,FLOATING OFFSHORE WIND TURBINE,"A floating offshore wind turbine according to an embodiment of the present invention is provided. The floating offshore wind turbine according to the present invention comprises: a rotor which has a hub and a blade coupled to the hub to be rotated; a nacelle which is coupled to the hub and receives a rotating spindle and a generator for generating power by receiving the rotation force from the spindle therein; a support tower which supports the nacelle; a floating body which supports the support tower on the water by using buoyancy; and a center weight which is installed inside the nacelle to be moved and is moved according to the slope of the support tower to control the center of mass of the floating offshore wind turbine. Thus, the present invention enables stable and efficient wind power generation by uniformly maintaining the balance of the wind turbine.",2014,F05B2240/221; F05B2240/93; F03D   7/0224; F03D   7/04; Y02E  10/721; F03D   7/0296; F03D   7/02; F03D  13/25; Y02E  10/727; Y02E  10/723
452291165,KR20140136905,Sea floating wind generating deice with tidal adaptation,The present invention relates to a tide adaptive marine floating type wind power generator capable of preventing damage or breakdown of a support structure since the wind power generator has a structure capable of minimizing drag due to tide current or wave. The tide adaptive marine floating type wind power generator includes: more than one floating body; a tower which is erected on the water surface by being supported by the floating body; a nacelle having a rotor installed on an upper part of the tower; and a mooring line to fix the tower or the floating body to the sea bottom. At least a cross section of one of the floating body has a rudder shape to be able to rotate as to the tidal current.,2014,F03D   9/00; B63B  35/44; B63B  22/18; B63B2035/446; F03D   9/25; F03D  80/50; Y02E  10/725; F05B2240/221; F05B2240/93; Y02E  10/726
452298519,KR20167008086,METHOD OF INSTALLING A FOUNDATION FOR AN OFFSHORE WIND TURBINE AND A TEMPLATE FOR USE HEREIN,"? ??? ?? ?? ??? ?????? ???? ?? ? ?? ???? ????? ????. ???? ?????, ?? ????? ?? ??? ?? ???? ????, ?? ????? ??? ???? ?? ?????. ???? ???? ?? ????, ????? ????, ?? ????? ??? ???? ?? ??? ??? ??? ??? ??, ??? ??? ?? ??, ?? ??? ??? ??? ??? ??? ?? ??? ??? ?? ??? ???? ??? ??, ? ??? ??? ?? ??? ??? ????? ? ?? ??? ????. ?? ??? ?? ??? ????? ???? ??, ?? ??? ?? ??? ??? ????? ??? ??? ?? ??? ??? ???? ??, ?? ??? ??? ?? ???? ????? ??? ??? ??? ?? ??? ?? ??? ????? ??? ??? ?? ??? ???? ??? ???? ??? ????.",2014,E02D   7/02; E02D  13/04; E02B  17/02; E02D  27/12; E02D  27/525; E02D2220/00; E02D  27/52; E02D   7/00; E02D2600/10; E02B2017/0091; E02D  27/16; E02B2017/0043; E02D  27/42
452332250,CN201510946296,Wind generating set and detecting method and device for tower system state of wind generating set,"The embodiment of the invention provides a wind generating set and a detecting method and device for the tower system state of the wind generating set. The detecting method includes the steps that free attenuation vibration data of a tower system are obtained when the wind generating set stops suddenly; the frequency parameter of the tower system is determined according to the free attenuation vibration data and comprises damped natural frequency or a logarithmic decrement value; and the rigidity state of foundation anchoring of the tower system is determined according to the damped natural frequency or the logarithmic decrement value. By means of the wind generating set and the detecting method and device for the tower system state of the wind generating set, the detecting accuracy for health states of the wind generating set can be improved.",2015,F03D  17/00; F03D   7/00; F03D   7/0268; Y02E  10/723
456108213,CA20142929372,CANTILEVERED SAIL RIG,"A wind powered craft carrying a generally vertical mast which is rotatable about its vertical axis, having a sail carried by the mast with its bottom edge attached in proximity to the bottom of the mast and extending to an attachment point in proximity to the top of the mast. A generally horseshoe-shaped member having an open end is and extending around said mast. The mast being rotatable within the horseshoe-shaped member. A bearing supported stationary member at the top of the mast is carried by the mast while allowing the mast to rotate. A support stay runs from the horseshoe-shaped member to the bearing supported member to support the horseshoe-shaped member. Additional stays are attached to the horseshoe-shaped member and splayed to attach to opposed sides of the hull of the watercraft. The sail is reefed around the mast through the open end of the horseshoe-shaped member.",2014,A61K2039/505; B63B   1/121; B63B2001/123; B63H   9/06; B63H   9/1035; C07K  16/40; A61K  39/39; A61K  39/3955; C07K2317/92; B63H   9/08; B63B2015/005; C07K2317/76; B63B  15/02; C07K2317/34
456156684,AU20140367005,Cantilevered sail rig,"A wind powered craft carrying a generally vertical mast which is rotatable about its vertical axis, having a sail carried by the mast with its bottom edge attached in proximity to the bottom of the mast and extending to an attachment point in proximity to the top of the mast. A generally horseshoe-shaped member having an open end is and extending around said mast. The mast being rotatable within the horseshoe-shaped member. A bearing supported stationary member at the top of the mast is carried by the mast while allowing the mast to rotate. A support stay runs from the horseshoe-shaped member to the bearing supported member to support the horseshoe-shaped member. Additional stays are attached to the horseshoe-shaped member and splayed to attach to opposed sides of the hull of the watercraft. The sail is reefed around the mast through the open end of the horseshoe-shaped member.",2014,B63B2001/123; B63B2015/005; B63H   9/08; A61K  39/39; B63B  15/02; C07K2317/92; A61K  39/3955; A61K2039/505; B63B   1/121; B63H   9/06; C07K  16/40; C07K2317/34; B63H   9/1035; C07K2317/76
456157004,DK20130189175T,Elektrisk indretning i Èt stykke til forbindelse af en offshore-vindm¯lle med et elektrisk undervandskabel samt fremgangsmÂde til montering deraf,NULL,2013,F03D   9/257; F03D   1/00; F03D  13/30; H02B   1/305; Y02E  10/727; Y10T  29/49117; E02B2017/0095; F03D   9/255; H02B   3/00; Y02P  70/523; F05B2230/60; E02B2017/0091; F03D  80/00; F05B2240/95; H01F  27/40; E02B  17/0004; F03D   9/00; F03D  13/10
456180237,ES20110180804T,Turbina eÛlica con sistema de climatizaciÛn de torre que usa aire exterior,"Una turbina eÛlica (1) que comprende: - una torre (100), teniendo la torre una parte superior (4), una parte media (6) y una parte inferior (8), formando la parte inferior y la parte media de la torre la base (9) de la torre; - equipo que genera calor residual (14) ubicado en la parte media de la torre; y - un dispositivo de refrigeraciÛn (16) con al menos una entrada al dispositivo de refrigeraciÛn (22) formada en la torre para introducir aire exterior (10) que rodea la torre en la torre; en la que el dispositivo de refrigeraciÛn (16) est· adaptado para guiar el aire exterior desde la o cada entrada al dispositivo de refrigeraciÛn (22) al interior de la parte inferior (8) de la torre de modo que el aire exterior pueda ascender hacia la parte media y la parte superior de la torre mientras refrigera el equipo que genera calor residual (14), caracterizada porque la o cada entrada al dispositivo de refrigeraciÛn (22) est· ubicada en la parte superior (4) de la torre.",2011,F03D  80/00; Y02E  10/721; F03D   9/00; F05B2240/95; F03D  80/60; F05B2250/501; F05B2260/64
456223236,EP20160722404,IMPROVED APPARATUS FOR EXCHANGING KINETIC ENERGY BETWEEN A FLUID AND A STRUCTURE MOVEABLE RELATIVE TO THE FLUID,NULL,2016,F03B  17/067; F03B  17/06; F03D   3/005; F05B2250/131; F05B2250/132; B63H  19/04; F05B2220/20; F05B2260/4031; B63B2035/4466; B63H   1/04; F05B2260/403; Y02E  10/28; B63B  35/44; F05B2210/16
456251162,JP20150552608,???????????????????????????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,F05B2240/93; F05B2240/96; F03D   9/30; F03D  13/25; H02G   9/12; F03D  80/85; B63B  21/50; Y02E  10/727; F03D  80/00; F05B2240/95; F03D   9/257
456278830,CN201511003593,Grouting technology for offshore wind power jackets,"The invention belongs to the technical field of special construction, and provides a grouting technology for offshore wind power jackets. The grouting technology comprises the following steps: 1) after pipe piles are built at sea and a jacket is mounted at sea, leg columns of the jacket are connected with the pipe piles in a sleeving manner, and circular spaces are defined by the leg columns of the jacket and the pipe piles; 2) the bottoms of the circular spaces are plugged, and grouting pipelines communicated with the circular spaces are arranged; 3) a grouting material is pumped for grouting via the grouting pipelines, so that grouting is conducted on the circular spaces; 4) after the circular spaces are fully filled with the grouting material, the grouting material in the circular spaces is allowed to stand still for a certain time, and then pressure-keeping grouting is carried out; 5) after pressure-keeping grouting, grouting is stopped, and maintenance is carried out. The grouting technology has the advantages that the domestic blank is filled up; technological progress is promoted; the engineering application effect is favorable; the grouting technology can be widely applied to offshore wind power foundation construction, offshore platform jacket structure maintenance and reinforcement, and the like, thereby having significant meaning in promoting China offshore wind power foundation construction.",2015,E02B  17/0008; E02D  15/06; E02D  15/04; E02D  27/42; E02D  27/425
456278874,CN201610117176,Underwater high-pressure grouting connecting structure for offshore wind turbine foundation steel pipe pile and transition section and installation process of underwater high-pressure grouting connecting structure,"The invention relates to an underwater high-pressure grouting connecting structure for an offshore wind turbine foundation steel pipe pile and a transition section and an installation process of the underwater high-pressure grouting connecting structure. The underwater high-pressure grouting connecting structure is characterized by comprising the steel pipe pile going deep into a seabed and the transition pipe section arranged on the periphery of the steel pipe pile in a sleeving mode and exposed out of the surface of the seabed; the portion between the inner surface of the upper end of the transition pipe section and the outer surface of the steel pipe pile and the portion between the inner surface of the lower end of the transition pipe section and the outer surface of the steel pipe pile are sleeved with an upper sealing ring and a lower sealing ring respectively; the lower portion of the transition pipe section is located above the lower sealing ring and connected with a grout inflow pipe, and the upper portion of the transition pipe section is located below the upper sealing ring and connected with a grout outflow pipe. The quality of grouting materials can be clearly observed through a grout return pipe, and the problem that underwater grouting quality cannot be detected is effectively solved.",2016,E02D2250/0061; E02D  15/04; E02D  27/12; E02D  27/42; E02D  27/425; E02D  15/06; E02D  27/52
456278918,CN201610137300,Ocean engineering pile foundation experiment simulation apparatus and method under long-term horizontal cyclic loading,"The invention discloses an ocean engineering pile foundation experiment simulation apparatus and method under long-term horizontal cyclic loading. The apparatus comprises: an osmotic force system which provides continuous pressurized water for a saturated sandy soil foundation so that a uniform osmotic flow field forms in the sandy soil foundation to simulate a hyper-gravity environment; a displacement control loading system and a force control loading system that apply horizontal cyclic loadings to an offshore wind turbine superstructure model; a measuring system used for measuring water pressure before the entry into the saturated sandy soil foundation, displacements of the offshore wind turbine superstructure model and a pile model, strain of the pile model, and surface displacement of sandy soil; an uninterrupted power supply system used for powering the osmotic force system, the displacement control loading system, the force control loading system and the measuring system, thereby ensuring all systems can run stably in a long time; the invention also provides an experiment method of the apparatus; the apparatus and the method are widely applicable and suitable for various ocean engineering structures such as oil platforms and offshore wind turbines.",2016,E02D  33/00
456280286,CN201610118798,Self-power-takeoff oblique-pad-reinforced brake device of wind power unit,"A self-power-takeoff oblique-pad-reinforced brake device of a wind power unit is composed of a transmission shaft, a floating clamp, a fixing support, a first resetting spring component, a second resetting spring component, an electromagnetic clutch, a first gear, a second gear, a second shaft, a first shaft, a first bevel pad member, a second bevel pad member, a brake pad, a first friction plate, a second friction plate, a rotating speed sensor and a control unit. Kinetic energy of a main transmission is utilized fully, braking is realized through a power takeoff mechanism and a movement conversion mechanism, and an external power source is not needed. The self-power-takeoff oblique-pad-reinforced brake device has the advantages of compact and simple structure, high energy saving efficiency, convenience in mounting and high response speed.",2016,F16D  65/18; F03D   7/00; Y02E  10/723
456280288,CN201610119101,Self-torque-takeoff brake device of wind power unit,"A self-torque-takeoff brake device of a wind power unit is composed of a transmission shaft, a first gear, a gear shaft, a second gear, a fixing support, an electromagnetic clutch, a third gear, a motor, a fourth gear, a floating clamp, a screw shaft, a nut, a first friction plate, a second friction plate, a rotating speed sensor, a control unit and a brake pad. Kinetic energy of a wind power transmission system is fully utilized, braking is realized through a power takeoff mechanism, a movement conversion system and a control system, and an external power source is not needed. The self-torque-takeoff brake device has the advantages of compact and simple structure, high energy saving efficiency, convenience in mounting and high response speed.",2016,F03D   7/00; F16D 121/14; F05B2270/602; F16D  65/18; F16D2121/14; F05B2260/902; Y02E  10/723
456280319,CN201610138105,Floating pile type platform suitable for wind turbine generator and mounting method of floating pile type platform,"The invention discloses a floating pile type platform suitable for a wind turbine generator and a mounting method of the floating pile type platform. The floating pile type platform comprises anchors arranged on the seabed, anchor chains connected with the anchors, a tower cylinder, a cabin mounted at the top of the tower cylinder and a wind wheel connected with the cabin. A hollow floating box is detachably connected to the bottom of the tower cylinder. A hollow floating pile is detachably connected to the bottom of the floating box. The floating pile is prefabricated by reinforced concrete. The other ends of the anchor chains are connected with the top of the floating pile. The floating pile type platform has the advantages that the floating pile type platform is unlimited by territory dimension, the barrier of deep-sea assembling is solved in a ground-breaking manner, the deep-sea work in-situ assembling of a floating type wind turbine generator system is achieved, and the floating pile type platform is good in stability, low in manufacturing cost, and the like.",2016,B63B  35/44; F03D  13/25; Y02E  10/727; Y02P  70/523; B63B2035/446; F03D  13/10
456281132,CN201610116427,Connection protection device of oil delivery pipe of shipborne offshore wind power oil exchange device,"The invention discloses a connection protection device of an oil delivery pipe of a shipborne offshore wind power oil exchange device. The oil exchange device comprises an oil exchange ship and the oil delivery pipe composed of an oil filling pipe and an oil pumping pipe. The oil filling pipe comprises a first segment of oil filling pipe and a second segment of oil filling pipe. The oil pumping pipe comprises a first segment of oil pumping pipe and a second segment of oil pumping pipe. The connection protection device comprises an oil filling pipe connection protection device arranged between the first segment of oil filling pipe and the second segment of oil filling pipe and an oil pumping pipe connection protection device arranged between the first segment of oil pumping pipe and the second segment of oil pumping pipe. The oil filling pipe connection protection device and the oil pumping pipe connection protection device respectively comprise a quick-change connector and a sensor installed on the quick-change connector, and each sensor comprises a signal transmitting device and a receiver which are installed on the cathode end and the anode end of the corresponding quick-change connector in a one-to-one correspondence mode. The connection protection device has the advantages that reliability is high, and misoperation is avoided, the environment pollution phenomenon caused when lubricating oil leaks to the sea is eradicated, and oil change work can be conveniently performed.",2016,F16H  57/0408; F16N  21/00; F03D  80/50; F03D  80/70; F16H  57/04; F16N  31/00; Y02E  10/722
456327727,CN201521112217U,Transmission and aerogenerator,"The utility model provides a transmission and aerogenerator, including first transmission route and secondary drive route, install input shaft and jackshaft and output shaft at quick -witted incasement, first transmission route is from input shaft straight drive to the output shaft, the secondary drive route is from input shaft transmission to output shaft behind the jackshaft, install centrifugal clutch on the input shaft, when the centrifugal clutch joint, drive power is through the transmission of first transmission route, when centrifugal clutch separated, drive power was through the transmission of secondary drive route. The utility model provides a transmission and aerogenerator adopts the centrifugal clutch principle, makes input shaft and output shaft joint and separation. If this transmission floats the vehicle -hour at aerogenerator, can realize the unmanned electroless real -time lubrication to the wind -powered electricity generation gear box on being applied to aerogenerator. The utility model provides a transmission and aerogenerator, the structure is ingenious, and the cost is with low costs, and the practicality is strong.",2015,F16D  43/16; F16H   3/18; F16H  57/04; Y02E  10/722; F03D  15/00
456427136,KR20140144029,FLOATING STRUCTURE,"The present invention relates to a floating structure. The floating structure according to an embodiment of the present invention, which is operated in a sailing mode and in a jack-up mode on the sea, comprises: a main body which floats on the water; multiple legs which vertically penetrate the main body; and an integrated spud can which is commonly formed in the bottom ends of the multiple legs. The spud can comprises a support part which is connected to the multiple legs and has a bottom surface coming in contact with a seabed to support the legs. The support part has an arch groove which is formed in the center of the bottom surface thereof to be recessed and is extended in the longitudinal direction of the support part. Thus, the present invention has a spud can having enhanced supporting force.",2014,Y02E  10/727; E02B  17/02; E02B  17/04; B63B  35/44
456457217,KR20140149441,METHOD FOR MANUFACTURING JACK-UP PLATFORM,"A manufacturing method of an offshore structure is disclosed. The manufacturing method of an offshore structure comprising legs relatively lifted with respect to a hull, penetrating in a vertical direction, according to an embodiment of the present invention, comprises: a step of manufacturing a hull; a step of manufacturing legs; a step of launching the hull; a step of locating the legs underwater; and a step of lifting up the legs and coupling the legs to the hull. Thus, the present invention improves the efficiency of a work by minimizing the usage count of cranes.",2014,B63B  73/00; B63B   9/06; B63B  35/44; Y02E  10/727
456565519,CN201620004216U,Marine wind power pile foundation based on little blast construction,"The utility model provides a marine wind power pile foundation based on little blast construction, it includes the hollow cylinder pile body that appears, being equipped with little demolition unit in the hollow cylinder shape pile body, the layering sets up a plurality of rectangular holes on the hollow cylinder shape pile body, all is equipped with the rectangle pterygoid lamina in the rectangular hole, rectangle pterygoid lamina slidable in the rectangular hole, it is inboard that the rectangle pterygoid lamina is located hollow cylinder shape pile body before the blast construction, the rectangle pterygoid lamina stretches out hollow cylinder shape pile body behind the blast construction. The utility model discloses simple structure, easy, the construction convenience of preparation, the great degree of ability improves the resistance to plucking factor of safety of pile foundation, is a marine wind power pile foundation that is applicable to the strong area of typhoon.",2016,E02D  27/42; E02D  27/12; E02D  27/52; E02D   5/48
456565521,CN201620004316U,Novel marine wind power anti -floating pile,"The utility model provides a novel marine wind power anti -floating pile, it includes the hollow cylinder pile body that appears, the layering has linked firmly a plurality of wedge body pterygoid laminas on the hollow cylinder shape pile body, the wedge body pterygoid lamina be the little wedge body of the big lower extreme in upper end. The utility model discloses simple structure, easy, the construction convenience of preparation, the great degree of ability improves the resistance to plucking factor of safety of pile foundation, is a marine wind power pile foundation that is applicable to the strong regional soft foundation construction environment of typhoon.",2016,E02D   5/48; E02D  27/42; E02D  27/52
456565619,CN201521108884U,Anti ice tension leg wind turbine foundation of floating,"The utility model discloses an anti ice tension leg wind turbine foundation of floating, the tension anchor rope of connecting including the at least three negative pressure drum of the upper brace that is used for bearing a tower section of thick bamboo and fan blade, three at least hollow pillar that are fixed in upper brace bottom, the seabed mud face of impressing, with hollow pillar and negative pressure drum, last the opening of negative pressure drum is taken out / the water injection hole, hollow pillar is positive back taper, and hollow pillar's elevation is located the sea level all the time. The utility model relates to a hollow pillar of positive back taper has improved wind turbine foundation's anti ice performance greatly. And change the negative pressure drum of cylinder form into the rotary -table structure, providing the use amount that reduces the material under the condition of equal negative pressure, reduce project cost. Be particularly useful for the deep sea, and have the region of higher anti ice requirement.",2015,E02D  27/52; E02D  27/44
456568417,CN201521131389U,Top sealed cowling of a section tower section of thick bamboo at bottom of offshore wind power generation unit,"The utility model discloses a top sealed cowling of a section tower section of thick bamboo at bottom of offshore wind power generation unit, including fixed bearing structure and combined sealing cover, a fixed connection is held level with both hands to section tower bobbin top at the bottom of fixed bearing structure and the offshore wind power generation unit, the combined sealing cover articulates on the fixed bearing structure, cover during the expansion the top end opening of a section tower section of thick bamboo at the bottom of the offshore wind power generation unit. The utility model discloses can light install and serve at the tower bobbin top, carry out the closing cap to a tower section of thick bamboo, prevent rainwater, moisture, a salt fog entering tower section of thick bamboo in, can protect the electrical control cabinet in the tower section of thick bamboo.",2015,F03D  13/25; Y02E  10/727
456569655,CN201521138178U,Marine megawatt level wind -powered electricity generation gear box,"The utility model discloses a marine megawatt level wind -powered electricity generation gear box, include: the wind -powered electricity generation gear box, set gradually terminal input shaft, ring gear, planet wheel, sun gear, the gear wheel of wind -powered electricity generation gear box, be located the planet carrier of planet wheel bottom, and be located the gear shaft at planet wheel both ends, the setting is in the terminal output shaft of planet wheel, with the generator that the output shaft links to each other, the inside of wind -powered electricity generation gear box is provided with endoscope and fluid monitor, and the input shaft the ring gear the sun gear the gear shaft the output shaft and all install vibration acceleration sensor on the generator. The utility model discloses not only can realize wind -powered electricity generation gear box running state's real -time supervision, can carry out periodical maintenance and the maintenance of early warning formula to the wind -powered electricity generation gear box moreover, prolong the life of equipment.",2015,F03D  17/00; F03D  15/00; Y02E  10/722; F16H  57/08
456595560,ES20140031765,Elemento de transiciÛn para la transmisiÛn de esfuerzos entre torre y subestructura en estructura flotante monolÌtica de hormigÛn para el soporte de turbinas eÛlicas marinas,"Elemento de transiciÛn para la transmisiÛn de esfuerzos entre torre y subestructura en estructura flotante monolÌtica de hormigÛn para el soporte de turbinas eÛlicas marinas. La presente invenciÛn se refiere, en estructuras flotantes de soporte de turbinas eÛlicas, a la materializaciÛn mediante una l·mina de hormigÛn pretensado de la zona de transiciÛn entre la torre, de menor di·metro, y el flotador de hormigÛn de mayor di·metro, tanto si la torre es met·lica como de hormigÛn. Dicha l·mina de revoluciÛn presenta una geometrÌa Ûptima para la correcta transmisiÛn de esfuerzos entre ambas partes, torre y flotador, con un espesor reducido y sin necesidad de elementos de rigidizaciÛn y refuerzo exteriores a sus superficies que aumentarÌan el peso y el coste de la estructura.",2014,B63B2035/446; F03D  13/22; E02B  17/00; F03D  13/25; B63B  35/44; E02B  17/0004; E02D  27/425; E02B2017/0091
456597437,JP20140231167,WIND TURBINE GENERATOR SYSTEM,"PROBLEM TO BE SOLVED: To provide a wind turbine generator system capable of avoiding communication abnormality on a control side caused by communication capability shortage in a transmission path when a large amount of measurement side data is handled.SOLUTION: A wind turbine generator system includes: a wind turbine generator having a tower, a nacelle, a wind turbine rotor, and a generator driven by rotation energy of the wind turbine rotor; a monitoring control system having a control device installed on a hub of the wind turbine rotor or the nacelle, an SCADA server installed in an outside of the wind turbine generator, and a controlling information transmission medium for connecting the control device and the SCADA server; and a state monitor system having a measurement device installed on the rotor hub or the nacelle, a CMS server installed in the outside of the wind turbine generator, and a measuring information transmission medium for connecting the measurement device and the CMS server so as to monitor the state of the wind turbine generator based on oscillation data collected by the measurement device. The controlling information transmission medium and the measuring information transmission medium are separated from each other.SELECTED DRAWING: Figure 3",2014,F03D   7/047; F03D   9/28; H02P   9/00; F03D   7/0296; F03D   7/04; F05B2240/95; F03D  17/00; F03D  80/00; F05B2260/406; F05B2260/80; F05B2270/334; F05B2270/301; Y02E  10/723; F05B2260/96
456599235,JP20140233103,FLOATING BODY TYPE WIND POWER GENERATOR AND OPERATIONAL METHOD THEREOF,PROBLEM TO BE SOLVED: To provide a floating body type wind power generator capable of properly detecting an irregular vibration of a floating body generated due to pitch control.SOLUTION: A floating body type wind power generator comprises: a floating body 20; a wind power generator 10 having a rotor including a hub and blades fixed to the hub and vertically arranged on the floating body; a control device 50 capable of executing a control mode for controlling a pitch angle of the blades to keep the number of rotation of the rotor to a rated number of rotation; and a monitoring device 30 for monitoring a vibration of the floating body. The monitoring device is constituted to detect irregular vibration caused by execution of the control mode by the control device on the basis of a statistical value during a period of extension more than a floating body oscillation natural period using a variable amount of numerical value obtained from a signal indicating at least one of the floating body inclination angle or an inclination angular speed.SELECTED DRAWING: Figure 4,2014,Y02E  10/721; F05B2240/93; F03D  80/00; F05B2270/334; Y02E  10/723; F03D   1/06; F03D   9/30; B63B2035/446; F03D   7/0296; F03D   7/04; F03D  17/00
456616835,EP20150864137,FLOATING PLATFORM FOR HARNESSING WIND ENERGY,"The invention relates to a floating platform for harnessing wind energy, comprising a tower (1) with a wind turbine (2), and two horizontal, identical cylindrical floating elements (3) parallel to the main longitudinal axis of alignment, the tower and the floating elements being interconnected by bar structures (5). The floating elements are joined to a stabilising element (4) which is situated directly beneath the floating elements (3), said stabilising element comprising two substantially rectangular first concrete slabs (4a), which are solid or more lightweight, with a ribbed structure, arranged perpendicularly to the axes of the floaters and joined to said floaters by means of auxiliary structures.",2015,F03D   7/02; F03D   7/0204; F03D  13/25; F05B2240/93; F03D  13/20; Y02E  10/727; F03D   1/04; F03D   9/30; B63B2035/446; B63B  35/44; F05B2240/95
456628006,JP20160508043,????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,F03D   1/0691; F03D   9/30; B63B   1/107; Y02E  10/727; F03D   1/06; F03D   1/0608; F03D  80/00; B63B  21/50; B63B2035/446; F05B2240/93; Y02E  10/721; Y02E  10/726; F03D   1/0666; F03D  13/20; F03D  13/25; F03D  80/70; B63B2001/128
456634075,US201414905252,"Method for producing a precast concrete segment of a wind turbine tower, and a precast concrete tower segment formwork",A method for producing a precast concrete tower segment of a wind turbine tower is provided. An inner formwork having at least one bore and at least one holding unit on an inner side of the inner formwork in the region of the bore is placed. A first end of a concrete anchor or a first end of a removable element at the first end of the concrete anchor is introduced from the outer side of the inner formwork through the bore into the holding unit in order to hold the concrete anchor. An outer formwork is placed. Concrete is introduced between the inner and outer formwork. The removable element in the first end or the first end of the concrete anchor is removed and the precast concrete segment is removed.,2014,B28B  23/00; F03D  13/22; F16B  37/08; F16B  37/0857; B28B  23/005; B28B   1/14; E04B   5/04; E04H  12/12; B28B  23/0056
456637085,US201414900523,Hydraulic adjusting device,"The invention concerns a hydraulic adjusting device (1, 35) having at least two leakage paths (24, 25) which are connected by a transition channel (27), a sealing arrangement (18) which leads back to a working chamber (10) being provided in one of the leakage paths (24, 25) in delimiting manner relative to the working chamber (10) of the adjusting device (35).",2014,B64C  11/42; F03D   7/02; F15B  15/149; B64C  11/38; F01D   7/00; F15B  15/1466; B64C  11/385; B64C  11/40; B64C  11/30; B63H   3/00; F03D   7/022; F03D   7/0224; F04D  15/0055; F04D  29/00; F04D  15/00; F15B  15/14; F15B  15/1452; F16H  63/16
456692803,DK20090165852T,FremgangsmÂde til drift af et vindenergianlÊg,NULL,2002,B63H   1/06; F03D   7/02; Y02E  10/723; F03D   7/048; F03D   9/257; Y10T 307/724; F03D   7/04; H02J   3/38; F05B2270/304; F03D   7/00; F03D   7/0272; F05B2270/1033; F05B2270/337; Y02B  10/30; F03D   7/0284; F03D   9/00; Y02E  10/725; F03D   9/255; F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763
456692898,DK20110180804T,Vindm¯lle med tÂrnklimatiseringssystem ved anvendelse af udeluft,NULL,2011,F05B2240/95; F05B2250/501; F03D  80/00; Y02E  10/721; F05B2260/64; F03D   9/00; F03D  80/60
456694196,DE20141018483,Verbindung zwischen einem ersten Anlagensegment und einem zweitem Anlagensegment sowie Offshore-Anlage mit einer solchen Verbindung,"Verbindung (11) zwischen einem ersten Anlagensegment (12) und einem zweiten Anlagensegment (13) einer Offshore-Anlage (14), mit einer an dem ersten Anlagensegment (12) angeordneten Sch¸rze (20), die sich zum ‹berdecken der Verbindung (11) in Richtung des zweiten Anlagensegments (13) erstreckt, wobei zwischen der Sch¸rze (20) und dem zweiten Anlagensegment (13) ein freier Spalt (21) gebildet ist, und mit einer ersten Dichteinrichtung (24) zum Abdichten eines offenen Endes des Spaltes (21), wobei die Verbindung (11) zus‰tzlich mit einer zweiten Dichteinrichtung (30) abgedichtet ist und die zweite Dichteinrichtung (30) innerhalb des als Ringspalt ausgebildeten Spaltes (21) angeordnet ist, dadurch gekennzeichnet, dass ein Dichtschlauch (31) der zweiten Dichteinrichtung (30) zum Abdichten des Spaltes (21) aufblasbar ausgebildet ist.",2014,E02B  17/0004; E02B2017/0065; E04H  12/08; F05B2240/95; E02B2017/0091; Y02E  10/727; E04H  12/085; F03D  13/25
456700732,US201313790768,Electrical system for connecting mobile unit to base unit,"An electrical power system is connectable to an AC base power supply to provide AC base electrical power to a mobile unit. The AC mobile unit electrical power is provided in one embodiment without pass-through of AC electrical power which would otherwise bypass an AC/DC inverter. In one implementation, a marine electrical power system is connectable to an AC shore power supply to provide AC shore electrical power to a docked marine vessel.",2013,Y02T  10/7072; Y02T  90/121; Y04S  10/126; Y02T  90/14; B60L2200/32; Y02E  60/721; B60L   1/00; H02J   1/00; H02M   7/04; Y02T  90/128; B60L  55/00; H02J   3/386; Y02E  10/563; Y02E  10/763; H02J   3/005; Y02T  10/7005; B60L  53/14; H02J   3/383; H02M   5/42; Y02T  90/163
456718947,TW20154116479,Offshore support structure,"A support structure for an offshore device is provided, including a vertical guide sleeve and three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical guide sleeve. The support structure also includes a transition joint including a cylindrical portion for connection to an offshore device, such as a support tower of a wind turbine assembly, and a conical portion connected to the vertical guide sleeve. To provide resistance to thrust, bending, and torsional fatigue, at least one set of braces is formed in an oval, racetrack, obround, or stadium configuration, and one or more horizontal stiffeners are positioned in the transition joint to maximize the strength of the support structure.",2015,E02D  27/20; E02B2017/0056; E02D   5/22; E02D  27/425; E02B  17/02; E02B  17/027; E02D  27/42; E02B2017/0091; E02D  25/00; E02D  27/18; E02D  27/50; F03D  13/25; E02D  27/44; E02D  27/52
456718949,TW20143130614,Mobile offshore wind turbine,"A mobile offshore wind turbine comprises a base having a central member and two side members. The side elements are arranged on both sides of the central member. A post is disposed at the position of the central member of the base. A plurality of turbine blades has one blade surface respectively. A plurality of connecting rods are extended along the radial direction of the post and connected with the turbine blades. Moreover, the turbine blades may be rotatably disposed on the corresponding connecting rods, and are vertically aligned with the post. When the wind direction is mainly parallel to the blade surfaces of the turbine blades, the wind turbine can move on the sea and the wind turbine may be actually driven for moving along the wind direction.",2014,F03D   7/06; Y02E  10/74; F03D   3/00; Y02E  10/727; B63B  35/44
456763072,DK20090715100T,OFFSHORE VIND- OG BÿLGEKRAFTGENERERINGSSYSTEM OG FREMGANGSM≈DE DERTIL,NULL,2009,F03D   9/255; F03D   9/00; F03D  13/25; F03B  13/14; Y02E  10/725; F03B  13/20; F03D   1/00; F03D   9/008; Y02E  10/38; Y02E  10/727
456789725,US201514963930,Apparatus and method of using a disconnectable floating spar buoy jacket wind turbine,"Disclosed embodiments relate to systems and methods for mating a wind turbine off-shore to a spar buoy without the use of a crane barge. The system may include a spar buoy, wherein the spar buoy is secured to a foundation, and a wind turbine to be installed on the spar buoy. The system may also include a first truss affixed to the top of the spar buoy and a second truss affixed to the bottom of the wind turbine. The first truss may comprise either stabbings or receptacles configured for mating to the second truss and the second truss may comprise either receptacles or stabbings configured for mating to the first truss.",2015,B63B2035/442; F03D  13/25; B63B  35/003; B63B2035/446; E02B  17/02; F05B2240/95; B63B  22/04; B63B  35/44; F05B2240/93; B63B   9/06; E02D  27/52; F05B2260/02; B63B  75/00; E02D  27/10; F05B2230/604; Y02E  10/727; B63B  35/00; Y02P  70/523; E02D  27/42; E02D  27/50; F03D   1/00; F03D  13/40
456790930,US201615040008,Turbine sensor system for environmental impact monitoring,"A self-contained monitor array for measuring at least one type of electromagnetic emission and at least one type of mechanical wave emission from a marine-based and/or terrestrial human activity or installation such as alternate energy sources. A multi-modal monitor system includes at least two such arrays, at least one clock, and at least one data storage unit. The monitor system is employed at the site of a turbine installation to measure at least one type of emission generated by the turbine and may comprise a controller to compare the emission signals with pre-determined acceptable value ranges and adjust the performance of the turbine accordingly.",2016,G01N  21/00; G01N  29/46; G01N2291/2693; G01S  15/00; F03B  11/00; F03D  17/00; F05B2270/333; G01N  15/06; G01J   1/00; F05B2270/81; G01N  29/14; Y02E  10/226; G01N  21/88; G01N  21/8851
456843725,AU20140351065,Power platform,"A power platform for generating electricity, the platform comprising: a platform body supporting a device for generating electricity from water energy, wherein the power platform has a selectively variable buoyancy to sink the platform in water.",2014,B63B  35/003; E02B  17/02; E02B2017/0047; E02B2017/0073; F03B  13/142; F03B  13/264; F03D   9/00; B63B  35/44; E02B2017/0091; F03D   9/008; F05B2240/93; F05B2240/96; Y02E  10/28; E02B   9/08; E02B  17/00; F05B2240/97; Y02E  10/32; Y02E  10/38; F05B2260/02; F03D  13/25; B63B2035/446; F03D   9/25; F05B2210/18; Y02E  10/725; Y02P  80/158; F03B  13/12; F05B2270/18; Y02E  10/727
456943050,DK20130001169T,Offshore-vindenergianlÊg med termisk konditioneringssystem,NULL,2013,Y02E  10/726; F03D  80/80; F05B2240/95; F03D  80/00; F05B2260/20; F03D  80/60; Y02E  10/722; F03D   9/37; F05B2260/64; F03D   9/41; F04D  29/5833; F03D  13/25; F04D  29/5806
456945041,KR20140156925,GENERATOR OF USING WIND POWER AND WAVE POWER,"A power generator using wave power and wind power of the present invention rotates a rotor (42a) of the power generator (80) in one direction by rotating a ratchet wheel repetitively continuously by repeating interaction to rotate the ratchet wheel geared to a right side ratchet rack (60) in one direction by moving the right side ratchet rack (60) to a lower part by tensile force with which a floating body (80) pulls a wire (82) while descending when wave height is low, and to rotate a ratchet wheel (50) geared to a left ratchet rack (60) by moving the left ratchet rack (60) to an upper part by tensile force of a repulsive member (90) when the tensile force applied to the wire (82) is released while the floating body (80) is lifted up by high waves. Also, the power generator operates the generator (40) by rotating a stator (44a) in an opposite direction to a rotation direction of the rotor (42a) by rotary force of a wind mill (100). Thus, the power generator has an eco-friendly structure as mentioned in the above, and thus, can generate electric energy stably and continuously and also can be transported and installed to the ocean floor in the shore since the power generator has a small scale, and has the advantage of minimizing maintenance and management costs.",2014,F03D   9/00; Y02E  10/72; F03B   7/00; F03D   1/02; F03B  13/16; Y02E  10/38
456947436,KR20140186317,FLOATING STRUCTRUE,"An objective of the present invention is to provide a floating structure for docking a ship on a lower end of a jacket of an offshore wind power generator which can improve stability. The floating structure for docking a ship on a lower end of a jacket of an offshore wind power generator is installed on lower ends of a pair of pillars inside a jacket of an offshore wind power generator and a pair of pillars outside the jacket, and comprises: a rail unit (100) formed in contact with the pillars inside the jacket of the offshore wind power generator and the pillars outside the jacket; a buoyancy unit (200) connected to an end of a lower side of the rail unit (100), wherein a portion thereof is immersed in the sea to provide buoyancy; a fixing unit (300) positioned on an end of an upper side of the rail unit (100); a connection unit (400) whose one side is mounted on the rail unit (100b) positioned on the pillars outside the jacket and whose the other side is mounted on the rail unit (100a) positioned on the pillars inside the jacket to allow a worker to easily cross; and a deck unit (500) formed in a plate shape to allow the worker to easily climb and step thereon, and vertically formed from the rail unit (100b) positioned on the pillars outside the jacket.",2014,B63B  22/02; F03D   9/00; F03D  80/00; Y02E  10/72
457040879,RU20140146874,COMBINED ELECTRIC POWER PLANT,"FIELD: energy.SUBSTANCE: combined electric power plant includes wind turbine, aggregated with power units driven by it through system of mechanical transmissions: heat pump compressor connected hydraulically with underground pool; air compressor connected with its inlet to atmosphere, and output with compressed air accumulator; air compressor connected with its inlet to atmosphere, and output with system of ventilation and conditioning; water pump of drinking water supply connected to input of drinking water, and output with water drive tank; standby electric generator; compressor refrigerator with freezing chamber; water circulation pump of heating system; at least two pumps of pumped storage system, each hydraulically connected with its inlet to bottom level tank, and by output is with upper level liquid tank. Fluid can be water, brine or other antifreeze. Deepest point of bottom of upper reservoir is hydraulically connected to input, and lower reservoir to output of hydraulic turbine installed on floating pontoon on surface of liquid of lower tank and rotating main electric generator, which is connected to facility mains. All compressors and pumps are made in form of volumetric type injectors. Combined electric power plant comprises bank of electric batteries connected with main electric generator through rectifier charging device, and via redundant DC electric generator is to DC converter from bank of electric accumulators to alternating current. Compressors, drinking water feed pump and heating system circulation pump are equipped with duplicating electric drives operating directly from bank of electric batteries.EFFECT: wider range of usable wind speeds from lowest to maximum possible.4 cl, 1 tbl, 1 dwg",2014,F03D   9/00; Y02A  20/18; Y02E  10/725; Y02E  60/17; F03D   9/11; F03D   9/25; F03D   9/28
457118756,GR20140100373,SEA- OR LAND-BASED COMPLEX OF RENEWABLE ENERGY SOURCES,"Novelty: a sea-or land-based complex of renewable energy sources is disclosed. Constitution: a wind generator having spirally-arranged vanes horizontally-rotating under the influence of wind force 8 (Beaufort scale) and contributing to the continuous constant and uninterrupted operation of the wind generator. The water energy unit (5) are composed of buoyancy elements submerged either into the sea or into wells (17); the buoyancy force is transmitted to the mechanism which is liable to convert buoyancy force into rotary motion thanks to a system of three parallel meshed horizontal cylindrical toothed wheels (7, 13, 14) which, being set rotating, in the same direction, by an adequately adapted motor (18), transmit, via the clutch (15), the rotary motion to the generator (8) electrifying by the powerit produces four air turbines (9) placed at the periphery of the wind generator.",2014,F03D   3/06; F03D  13/20; F03D  13/25; F03D   9/00; F03D  11/04; Y02E  10/74; Y02E  10/38; F03B  17/02; Y02E  10/20; F03B  13/14
457248575,US201514971035,Wind power generation system,"A wind power generation system comprising: a wind power generation equipment having a rotor which is operative to convert energy of received wind to rotational energy, a rotatable nacelle which supports the rotor, a tower which supports the rotatable nacelle, a floating body which supports the tower and at least a part of the floating body is positioned above the surface of the sea, a fixing member which is installed or fixed on the sea bed, a mooring member which couples the floating body and the fixing member, wherein the mooring member is coupled to the floating body at place upward of the center of gravity of the floating body and the wind power generation equipment, and the floating body is practically supported by one fixing member.",2015,B63B2021/505; F03D  13/22; B63B  21/50; B63B2035/446; B63B2035/442; F03D   9/00; F03D  13/20; Y02E  10/726; F03D   9/25; Y02E  10/727; F03D  13/25; F05B2240/93; B63B  35/44; F05B2240/2213; F05B2240/95; Y02E  10/721
457261573,EP20160175963,MARINE STRUCTURE INSTALLATION VESSEL AND METHOD OF INSTALLING MARINE STRUCTURE,"A marine structure installation vessel and a method of installing a marine structure. The marine structure installation vessel includes a hull (110) moving while floating at sea level, wherein a seawater chamber (111) is formed therein and a marine foundation (150) is loaded thereon, a docking device (120) mounted on the hull and configured to support a marine structure (160) , and a pumping device (130) supplying seawater to the seawater chamber to submerge the hull and floating the marine foundation from the hull by buoyancy, and draining the seawater from the seawater chamber to float the hull.",2016,B63B  35/003; Y02E  10/727; B63B  35/00; F03D  13/10; F03D  13/40; B63B  27/36
457277295,DK20090162627T,Indretning og fremgangsmÂde til offshore-montering af en elektricitetsproducerende vindm¯lle,NULL,2005,E02B  17/00; F03D  13/20; F05B2240/95; E02B  17/025; E02B2017/0086; F03D  13/10; F03D   1/00; F03D  80/00; Y02E  10/727; F03D  13/22; E02B  17/0017; E02B  17/02; E02B2017/0065; E02B2017/0082
457349207,FR20160051913,EOLIENNE FLOTTANTE A TURBINES JUMELLES A AXE VERTICAL A RENDEMENT AMELIORE,"L'invention concerne une Èolienne flottante (10) comprenant une plateforme flottante (14) et une turbomachine (12) reposant sur la plateforme, la turbomachine comprenant : - des premiËre et deuxiËme turbines (24) ‡ flux transverse disposÈes de faÁon symÈtrique par rapport ‡ un premier plan, chaque turbine comprenant des pales (32) comprenant des parties centrales (33) se prolongeant aux extrÈmitÈs par des bras, reliÈs ‡ des ÈlÈments d'arbre (52, 56) par des liaisons pivotantes (74, 76), chaque turbine comprenant, en outre, des carÈnages supÈrieur et infÈrieur (42, 44) logeant et masquant au vent incident les bras ; et - une structure (26) de maintien des turbines comprenant un pylÙne mÈdian vertical (28) entre les turbines et en amont d'un deuxiËme plan contenant les axes (A, A') de rotation des pales des turbines, et un montant-dÈrive (30) dans le premier plan mÈdian en aval du deuxiËme plan.",2016,F03D   9/25; F05B2270/329; F05B2240/95; H02K   7/102; H02K   7/183; F03D   3/064; F05B2260/90; H02K  21/14; F03D   3/005; F03D   3/065; F03D   9/30; F03D  13/25; F05B2240/211; F03D   3/04; F03D   9/007; Y02E  10/74; F03D   3/02; F03D   3/062; F03D  17/00; F05B2240/93
457352202,EP20160176669,WIND ENERGY SYSTEM,"Die Erfindung betrifft Windenergiesystem (2, 2.1), insbesondere Offshore-Windenergiesystem (2, 2.1), umfassend eine Mehrzahl von ¸ber ein Energiekabelnetz (8) elektrisch miteinander verbundenen Windkraftanlagen (6, 6.1, 6.2, 6.3, 6.4, 6.5, 6.6), mindestens eine ‹berwachungseinrichtung (18,18.1) zum ‹berwachen des Windenergiesystems (2, 2.1), und mindestens eine Steuereinrichtung (20, 20.1) zum Vorgeben von mindestens einem Stromerzeugungssollwert f¸r mindestens eine Windkraftanlage (6, 6.1, 6.2, 6.3, 6.4, 6.5, 6.6), wobei die ‹berwachungseinrichtung (18, 18.1) zum Detektieren eines Netzfehlers eingerichtet ist und bei Detektion eines Netzfehlers die Steuereinrichtung (20, 20.1) eingerichtet ist, derart, dass zumindest in Abh‰ngigkeit von mindestens einem Energiekabelnetzparameter der mindestens eine Stromerzeugungssollwert f¸r mindestens eine Windkraftanlage (6, 6.1, 6.2, 6.3, 6.4, 6.5, 6.6) angepasst wird.",2012,F03D   9/255; H02J   3/386; F03D   7/0284; F03D   9/00; F03D  80/00; F05B2260/80; Y02E  10/723; F03D   7/02; F05B2260/84; F03D   7/04; F03D   7/048; H02J   3/38; H02J   3/001; F03D  17/00; Y02E  10/763
457440728,JP20140254746,WIND POWER GENERATION SYSTEM,"PROBLEM TO BE SOLVED: To provide a float type offshore wind power generation system capable of stable and efficient power generation while suppressing a cost of facility installation.SOLUTION: A wind power generation system has a tower working as a support pillar of a power generator, a nacelle rotatably provided on the tower and having the power generator built in, and a rotor rotatably provided at one end of the nacelle and comprising a hub and plural blades that receive and convert wind to rotational energy. The tower is installed on a float floating on the ocean, and the float is fixed, at the upper part side than the center of gravity of the entirety of the float and the wind power generation system installed on the float, to the sea bottom through a single mooring body.SELECTED DRAWING: Figure 2",2014,F05B2240/95; F03D   1/06; F03D  80/00; B63B2035/446; F05B2240/2213; Y02E  10/721; B63B2035/442; F03D  13/25; B63B2021/505; F03D  13/22; F05B2240/93; Y02E  10/726; B63B  21/50; Y02E  10/727; F03D   9/25
457533652,CN201610060573,Lifting method of wind turbine generator,"The invention relates to a lifting method of a wind turbine generator. After a tower is fixed on a transportation ship, and a hub is mounted on a cabin on the ground of a land area, a first blade and a second blade are mounted on the hub to form a cabin impeller set; then, the cabin impeller set is mounted at the top of the tower by using lifting equipment; and finally, a third blade is mounted on the hub by using the lifting equipment. The lifting method facilitates improvement of the mounting efficiency, reduces the mounting difficulty, and guarantees the whole stability of the wind turbine generator.",2016,F03D  13/25; F03D  13/40; Y02E  10/727
457549960,DK20080753768T,VINDMÿLLEPARK,NULL,2008,F03D  13/25; F05B2220/70644; H02J   3/36; F05B2240/95; Y02E  60/60; F05B2240/96; F03D   9/257; F05B2270/1041; Y02E  10/763; F03D   9/00; F03D   9/255; H02J   3/386; Y02E  10/727; Y02P  80/11; H02J   3/38; Y02E  10/725
457556902,US201414544372,Revolving overhead windmill,"The revolving overhead windmill includes airfoils that harvest wind energy using a configuration, in the class of vertical axis wind turbines, wherein the airfoils are modestly elevated above a water or ground surface through the use of buoyancy forces and elongated structural members. The airfoil angle of attack is controlled in a periodic manner as each airfoil revolves around a closed circuit of revolution, in order to optimize system energy harvest as measured by metrics such as megawatts of electric power generation under rated wind conditions. Typical large-scale applications in high wind, offshore locations can substantively contribute to utility-scale renewable energy production and also contribute towards climate change mitigation targets.",2014,F03D   9/00; Y02E  10/70; F03D  80/80; F03D   5/04; F05B2240/93; F03D   7/06; F03D   3/00; F03D  13/35; F05B2240/95
457595505,CN201620036930U,Marine five pile leaders of fan frame foundation structure of spiral plate type,"The utility model relates to a marine five pile leaders of fan frame foundation structure of spiral plate type. The utility model aims at providing a marine five pile leaders of fan frame foundation structure of spiral plate type anticipates at anti overturning moment and the anti - pulling capacity who increases overall structure, reduces the weight and the diameter on jacket steel -pipe pile basis, reduces an interval, practices thrift steel. The utility model provides a: marine five pile leaders of fan frame foundation structure of spiral plate type, including vertical main barrel body and equipartition in five steel -pipe piles of main barrel body outlying through diagonal brace, horizontal strut and stake bushing, its characterized in that is connected through grouting material between managing with the pile protection in steel -pipe pile upper portion the steel -pipe pile is thick thin variable diameter circular pile down to be the wedge at the diameter than 3~5 spiral plates of welding outside the detail stake, the stake point of steel -pipe pile. The utility model is suitable for a marine wind power engineering technical field.",2016,E02D  27/52; E02D  27/44
457626917,CN201620125292U,Marine wind power anti -floating pile with wedge body pterygoid lamina,"The utility model provides a marine wind power anti -floating pile with wedge body pterygoid lamina, includes pile body and wedge body pterygoid lamina, and the pile body is the cavity stake, is equipped with the wedge body pterygoid lamina on the pile body inner wall, and the wedge body pterygoid lamina divide into the multiunit, and multiunit wedge body pterygoid lamina sets up on different horizontal planes, is equipped with a plurality of wedge body pterygoid laminas in every group. The pile body is served at pile head no. 1 and is equipped with a plurality of cyclic annular floors. With being equipped with horizontal reinforcing plate between the wedge body pterygoid lamina on a set of. The pile body inner wall is diameter -adjustable structure, and the horizontal cross -section diameter is by stake caudad pile head direction grow gradually. Through adopting above -mentioned structure, can reach good pile foundation resistance to plucking effect, promote the security of marine wind power pile foundation resistance to plucking, the condition of avoiding the pile foundation to be extracted takes place.",2016,E02D   5/54; E02D  27/52; E02D  27/42; E02D  27/12
457663206,KR20150121529,SUBSTRUCTURE FOR OFFSHORE WIND TURBINE,"The present invention relates to a substructure for an offshore wind power generator which is easily constructed and is structurally safe. A connection unit (10) connected to a tower of a superstructure (1) comprises: a main connection pipe (12); an inclined brace (14) radially inclined and extended downwards from an outer circumferential surface of the main connection pipe (12); a leg connection pipe (16) uprightly extended from an end of the inclined brace (14); and a plurality of radial braces (15) connecting the leg connection pipe (16) and the main connection pipe (12) in a radial direction. A leg structure (20) comprises: a plurality of legs (22) integrated or attached to the leg connection pipe (16) of the connection unit (10), extended downwards in a gentle slope, and formed in single pipe bodies; and a truss brace (24) to connect and reinforce adjacent legs (22) in a slope or a diagonal direction. Foundation piles (30) are vertically extended downwards to penetrate the seabed ground from lower ends of the legs (22) of the leg structure (20) to be supported.",2015,E04H  12/08; F03D   1/00; Y02E  10/72; E02D  27/42; F03D   9/00; E04H  12/10; E04H  12/22
457664129,KR20140172900,VARIABLE SPUD CAN,A variable spud can is disclosed. The variable spud can is installed at the end of a lifting frame installed in the bottom of a ship to be lifted to a seabed and is mounted in the seabed by the descent of the lifting frame. The variable spud can comprises: a fixed can which is fixed to the lifting frame; a lifting can which is installed in the fixed can to ascend or descend; and a drive unit which provides driving force for the lifting can.,2014,B63B2209/20; B63B  35/44; B63B  35/4413; F03D   9/30; Y02E  10/70; B63B2035/446; E02B  17/02; B63B  45/08; E02B2017/0082; Y02E  10/727; E02B  17/08; E21B  15/02; E02B  17/00; E21B   7/12
457669435,KR20150164995,A MARINE WIND POWER GENERATOR MOUNTED NIGHT ROUTE RISK PREVENTION DEVICE,"According to the present invention, a night route risk prevention device to be mounted on a marine wind power generator is divided into an LED light emitting device for a rotary vane (an LED light device) installed on a blade of a wind power generator and an LED light emitting device for a tower (an LED rainfall light device) installed on a tower. According to the present invention, a plurality of the LED light devices are disposed on the blade of the wind power generator. The rainfall light device is installed in four directions of the tower, and comprises: a slip ring disposed on one side of a nacelle of the wind power generator to supply power to the LED light device; and a controller to control drive of the LED light device and the slip ring.",2015,G01D   5/00; Y02E  10/721; G09F   9/33; H02S  20/32; F03D   9/00; G01F   1/00; Y02E  10/723; F03D   7/02; H05B  37/02; F03D   1/06
457736694,CN201521114816U,Conversion and collection device of clean energy hydrogen,"The utility model discloses a conversion and collection device of clean energy hydrogen, include: power generation facility, the electrolysis trough, compression system is collected to hydrogen, the power generation facility electric connection electrolysis trough, compression system is collected to electrolytic bath connection hydrogen. The beneficial effects of the utility model reside in that the one of which the utility model overcomes four kind above -mentioned unstable characteristics of device electricity generation, furthest's the unstable electric energy of utilization turns into stable energy utilization. Next, china's river basin is vast, ocean wind -force ocean current resource is abundant, utilizes this invention, with all comprehensive use of resources, will use not to the utmost, have breakthrough meaning to the development of the following energy.",2015,C25B   1/04; H02S  10/10; Y02E  10/725; Y02E  60/366; F03B  13/14; F03D   9/25; Y02E  70/10; Y02E  10/38; Y02P  20/133
457791247,CN201610173175,Scour prevention construction method and device for offshore wind power single-pile foundation and geotechnical cloth bag,"The invention provides a scour prevention construction method and device for an offshore wind power single-pile foundation and a geotechnical cloth bag. The scour prevention construction method comprises the steps that S1, an arrangement ship is located to one side in the offshore wind power single-pile foundation; and S2, the geotechnical cloth bag on a deck of the arrangement ship is subjected to sand washover, the geotechnical cloth bag which contains sand is subject to immersion arrangement through the arrangement ship, so that a gap part of the geotechnical cloth bag is in contact fit with one side in the offshore wind power single-pile foundation, the step S1 and the step S2 are repeatedly executed, and the geotechnical cloth bag is arranged around the offshore wind power single-pile foundation. According to the construction method, the process and relevant equipment for hoisting a sand quilt in the prior art are omitted, the construction efficiency is improved, and the project cost is reduced.",2016,E02D  15/08; E02D  31/06
457814838,CN201610008351,Non-classic structure dynamic response frequency domain method,"The present invention relates to a non-classic structure dynamic response frequency domain method, especially for a dynamic response analysis problem of structures such as a flexible large-span bridge structure, an ocean platform and offshore wind power. The method comprises the following steps: S1. constructing a Laplace domain non-classic structure transfer function; S2. acquiring a coefficient of the non-classic structure transfer function; S3. acquiring an extreme value and a null value of the non-classic structure transfer function; and S4. performing non-classic structure dynamic response frequency domain analysis. According to the method provided by the present invention, by constructing a corresponding form of the non-classic structure transfer function and proposing a transfer function based analysis method, acquisition of the coefficient of the function does not depend on modal space decoupling any more, so that an applicability range of the conventional frequency domain dynamic response method is extended, the defect that the conventional frequency domain method is incapable of processing a non-conventional structure is overcome, a more universal and more efficient frequency domain method is provided for large complex structure dynamic response analysis in engineering, and the engineering application perspective is wide.",2016,G06F  17/50; G06F  30/367
457829620,CN201480060014,"Support structure floating in the open sea and connected to anchors by bracing means, for wind turbines, service stations, or converter stations","The invention relates to support structures that float in the open sea and are connected to anchors by bracing means, for wind turbines, service stations, or converter stations. Said structures are in particular characterized by secure and stable anchoring. To this end, the support structure has a first component, which is arranged under water, and a second component, which cuts through the water surface. Furthermore, the first component has first buoyant bodies, which are arranged at the corners of a polygon and act as supports of the second component, and tubular second buoyant bodies, which connect said first buoyant bodies to each other. A node structure, which connects at least two second buoyant bodies to each other, and at least one U-shaped node plate are arranged in the first buoyant body. The node structure is at the same time the support for a tubular support element and thus in conjunction with the node plate is a node, which absorbs and dissipates forces, of the underwater structure. The second component has tubular support elements, which cut through the water surface and are connected via support means to a support construction for the wind turbine, service station or converter station.",2014,B63B  35/44; E02B2017/0091; F05B2240/93; B63B   1/107; F03D  13/20; F03D  13/25; Y02E  10/727; F03D  13/22; E02B  17/00; B63B  21/502; B63B2035/446; F05B2240/95
457880743,JP20160513421,?????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,B63B  35/00; B63B   1/048; B63B  39/00; B63B2035/446; Y02E  10/721; B63B  11/04; B63B  39/06; F03D  13/25; B63B  21/00; B63B2039/067; B63B  35/44; F03D   1/06; F03D   3/005; F03D   9/30; F03D  80/00; B63B  39/03; B63B2001/044; F05B2240/93; Y02E  10/727
457889209,CN201610059830,"Wind generation set, transport ship bearing wind generation set and hoisting method","The invention relates to a wind generation set, a transport ship bearing the wind generation set and a hoisting method. The wind generation set comprises a tower, a cabin installed on the tower, and an impeller installed on the cabin. The tower is composed of a lower tower barrel, a middle tower barrel connected with the lower tower barrel, and an upper tower barrel connected with the middle tower barrel. The lower tower barrel is located in a #-shaped frame. The tower is provided with a balance beam perpendicular to the height direction of the tower. The tower penetrates the balance beam, and the balance beam is connected with the #-shaped frame. According to the wind generation set, the transport ship bearing the wind generation set and the hoisting method, the tower can be prevented from shaking, inclination of the wind generation set is prevented, and the overall stability of the wind generation set is effectively guaranteed.",2016,F03D  13/10; F03D  13/40; F03D  13/25; F05B2240/95; Y02E  10/727
457892783,CN201610107989,Detection system for water chilling unit in offshore wind farm,"The invention discloses a detection system for a water chilling unit in an offshore wind farm. The detection system for the water chilling unit in the offshore wind farm comprises a U-phase temperature sensor, a V-phase temperature sensor, a W-phase temperature sensor, a power data sampler, a drive-end temperature sensor, a non-drive-end temperature sensor, a water inlet temperature sensor, a water outlet temperature sensor, an arithmetic unit and a data output display, wherein the U-phase temperature sensor, the V-phase temperature sensor, the W-phase temperature sensor, the power data sampler, the drive-end temperature sensor, the non-drive-end temperature sensor, the water inlet temperature sensor and the water outlet temperature sensor are connected with the arithmetic unit; and the arithmetic unit is connected with the data output display. According to the detection system for the water chilling unit in the offshore wind farm, which is disclosed by the invention, faults are determined according to the three-phase active power and the three-phase winding temperature of a fan generator, and the two-end temperatures of a drive shaft, the running condition of the fan generator can be accurately reflected, and the threshold value of fault shut-down can be accurately and scientifically controlled, thus the utilization rate of wind power resources is increased.",2016,F05B2240/95; F03D   9/30; Y02E  10/727; F03D  17/00; F05B2260/20; F05B2260/80
457892869,CN201610107990,Determination method for over-temperature shut-down of water chilling unit in offshore wind farm,"The invention discloses a determination method for over-temperature shut-down of a water chilling unit in an offshore wind farm. The determination method comprises step A of obtaining the three-phase real-time temperature and real-time power of a winding of a fan generator, step B of obtaining the real-time temperature of a transmission bearing of the fan generator, step C of obtaining the rated power recorded as Pe, of a fan, setting the limit value of the cooling water inlet temperature of the generator to Tlin, and setting the limit value of the cooling water outlet temperature of the generator to Tlex, step D of calculating a fault determination value F through a calculation module, and step E of setting a fault critical value Tset, and carrying out comparative judgment on the fault critical value Tset and the fault determination value F. According to the determination method for over-temperature shut-down of the water chilling unit in the offshore wind farm, which is disclosed by the invention, faults are determined according to the three-phase active power and the three-phase winding temperature of the fan generator, and the two-end temperatures of a drive shaft, the running condition of the fan generator can be accurately reflected, and fault shut-down can be reduced, thus the utilization rate of wind power resources is increased.",2016,Y02E  10/727; F05B2260/80; F03D   9/30; F05B2260/20; F03D  17/00; F05B2240/95
457941033,BR20121114103,usina de energia acionada pelo oceano,"usina de energia acionada pelo oceano. a presente invenÁ„o refere-se a um dispositivo de geraÁ„o de energia 10 que inclui um lenÁol de ·gua 12 e que compreende uma pluralidade de casulos 18 dispostos em uma grade de modo a flutuar sobre a superfÌcie de um corpo de ·gua. juntas de esfera 20 e cilindros hidr·ulicos 22 acoplam cada um dos casulos 18 a casulos adjacentes 18. motores 48 s„o acoplados aos cilindros hidr·ulicos de tal modo que um fluxo de fluido hidr·ulico criado por meio da expans„o e compress„o dos cilindros devido ao movimento dos casulos 18 provoque um movimento de rotaÁ„o dentro do motor 48. geradores s„o acoplados a respectivos motores a fim de gerar eletricidade a partir do movimento de rotaÁ„o dos motores. a energia a partir do lenÁol oce‚nico pode ser suplementada com as turbinas eÛlicas 17, as p·s de ·gua 24, as turbinas de ·gua 32, e as cÈlulas solares 28.",2010,F03D  13/25; F05B2240/93; H02S  10/12; Y02E  10/28; F03B  13/10; F03B  13/264; F03B  17/061; Y02E  10/72; F03D   9/007; F05B2240/95; F03B   3/04; F03B  13/12; F05B2240/40; Y02E  10/38; F03B  13/20; F03D   9/008
457957984,CN201521141029U,Aerogenerator lubrication passage bearing structure and aerogenerator,"The utility model provides an aerogenerator lubrication passage bearing structure and contain this bearing structure's aerogenerator. Aerogenerator lubrication passage bearing structure includes pivot, dead axle and support frame, the pivot has the installation face, is provided with columniform pivot installation department on the installation face, the dead axle suit is on the pivot installation department, the ring shape boss coaxial with the dead axle have on the installation face, support frame fixed connection is on the outer wall of dead axle to the butt is on the inner wall of ring shape boss. The utility model discloses an aerogenerator lubrication passage bearing structure has can prevent that seal structure warp, guarantees sealed effect, avoids appearing taking place the phenomenon of metal collision and dry friction between labyrinth seals and the outside oil blanket to the life's of extension labyrinth seals and outside oil blanket advantage.",2015,Y02E  10/722; F03D  80/70
457966941,CN201521023728U,Offshore wind power generation unit tower installation of cable device for section of thick bamboo,"The utility model discloses an offshore wind power generation unit tower installation of cable device for section of thick bamboo, it includes cable splint and cable hole baffle, the cable splint pass through the fixed bolster to be fixed on tower section of thick bamboo inner wall, cable hole baffle is the U -shaped structure, two footing of cable hole baffle respectively with fixed bolster fixed connection, the top of cable hole baffle is provided with loose pulley assembly. The utility model has the advantages of reasonable design, simple to operate utilizes it can reduce the frictional force that the installation of cable in -process was located through the cable via hole greatly, damage, improvement installation of cable efficiency and assurance cable safety in utilization ability when reducing installation of cable.",2015,Y02E  10/722; F03D  80/00
457966943,CN201521023725U,Sacrificial anode protection device is used on high -power offshore wind power generation unit single pile basis,"The utility model relates to a sacrificial anode protection device is used on high -power offshore wind power generation unit single pile basis, its characterized in that: including last collar tie beam, lower collar tie beam and multiunit sacrificial anode subassembly, go up the collar tie beam, down the collar tie beam pass through a plurality of stand welded fastening, the every sacrificial anode of group subassembly is all fixed at last collar tie beam under and between the collar tie beam, all connects a current conducting plate on the every sacrificial anode of group subassembly, the current conducting plate is fixed on last collar tie beam. The utility model has the advantages that: single pile basis major structure with sacrificial anode and the design of collar tie beam integrated form, can be protected to simple structure, stability, easily preparation, also effectively protects the other part not corroded.",2015,C23F  13/10; C23F  13/06; E02D  31/06
457966973,CN201521023758U,High -power offshore wind power generation unit single pile basis integrated form annex mechanism,"The utility model discloses a high -power offshore wind power generation unit single pile basis integrated form annex mechanism, its including lower cat ladder, go up cat ladder, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV down set gradually from last, collar tie beam I passes through a plurality of I fixed connection on the stand with II collar tie beams, collar tie beam II passes through a plurality of II fixed connection on the stand with III collar tie beams, collar tie beam III passes through a plurality of III fixed connection on the stand with IV collar tie beams, be fixed with a plurality of stands IV on the collar tie beam I, the top of stand IV is provided with outer platform subassembly, down the cat ladder is fixed on collar tie beam I, collar tie beam II and collar tie beam III, it is connected with lower cat ladder with outer platform subassembly fixed connection, the other end to go up the one end of cat ladder. The utility model discloses a together integrated with each annex, the integral hoisting of not only being convenient for shortens the marine hoist and mount cycle, but also is favorable to strengthening annex structural strength, reduces overall cost.",2015,E02D  27/42
457974177,UAA201200128,WIND POWER PLANT,"A wind power plant includes a mast arranged as a section of the tube installed in vertical position, its lower end is hinged on foundation, there a clutch is hinged, this is connected with guys to anchors fixed in earth. The top of the mast is coaxially connected to the driven shaft of the upper reducer, its drive shaft is horizontal, and the axes of the drive and driven shafts are skew. On the drive shaft of the upper reducer a two-row bush of the wind wheel of bicycle type is fixed, this is connected with spokes to the rim covered with a cowl arranged as a side surface of a cone fixed to the spokes and the rim. On the outer surface of the rim a set of blades is fixed, the free ends of those are connected with the outer rim with bent edges as confuser and diffuser. The lower section of the mast is connected with gear to consumer of mechanical energy fixed to the foundation.",2012,F03D   7/02; F03D   1/06; Y02E  10/721; Y02E  10/723; F03D   1/04
457976701,UAA201212130,PLANT WITH WIND DRIVE FOR ECOLOGICAL RECOVERY OF FRESH WATER SYSTEMS,"An installation with wind drive for ecological recovery of fresh water systems installed on a bearing construction includes over-water section as a wind wheel fixed on the transmission shaft and an immersed system of electrodes fixed on the movable and fixed power bearings. The bearing construction is arranged as a floating mean, mostly as a pontoon raft with technological platform and anchor guying system, and with possibility of tactic displacement over the surface of the water reservoir. The over-water section includes a wind-driven power plant installed on the technological platform, with a wind wheel on the shaft, and electric generator connected to the shaft with chain drive, electric accumulator for collection of electric energy and reducer that kinematically connects the shaft and the movable power bearing. The immersed electrode system is arranged as an electrolizer that comprises a fixed module and a movable activator. The module includes a circular dielectric platform fixed on the fixed power bearing, arranged of a system of con-rods. On the platform electrolytic cells are installed, at that each cell looks like a rigid dielectric container with net shell in which in pairs electrodes with different polarities are installed, those are connected to the wind-driven plant, from that to electrodes potential difference with constant or pulse character is applied. The electrodes are arranged as flat plates and are directed in parallel in such way that the gap between those forms a channels directed along the circular platform. In the vessel of the container salt container is placed as well, with continuous impermeable shell and outlet nozzle, this includes as consumed element for electrolysis salt (NaCl) placed to the container as crystalline bar, this is in contact with water only at the end section at the side of the nozzle, this is the volume for collection of saturated salt solution formed at slow melting of the bar. Activator is arranged as a system of confuser semi-profiles fixed on traverses that connect those to transmission shaft. Each semi-profile has diameter larger compared to the cross section of the cells and covers without contact the circular platform of the module. The activator is arranged with possibility of motion by circular trajectory for formation of activation wave, this leads to water flow in the cells",2012,C02F   1/46; Y02E  10/72; F03D   9/00; C02F   1/48
457989953,US201514911887,"Flare-type tensile legs floating wind turbine base, offshore wind turbine and construction method","A flare-type tension leg floating wind turbine foundation is provided, which includes a top support platform configured to support a tower frame, a blade and a wind turbine generator set; a bottom support structure connected to a plurality of tension legs; at least three hollow upright columns connected between the top support platform and the bottom support structure and arranged around a vertical center line of the floating wind turbine foundation, each of the at least three upright columns being inclined outward from a lower end to an upper end with respect to the vertical center line of the floating wind turbine foundation; and a ballast adjusting system provided in the upright columns and/or the bottom support structure.",2015,Y02E  10/727; B63B  21/502; B63B2035/446; B63B2039/067; F03D  13/25; B63B   1/10; B63B   1/12; B63B2001/128; B63B  35/44; B63B  39/06; F05B2240/93; B63B   1/107; F05B2240/95; B63B  21/50; Y02P  70/523
458006746,DK20080734394T,"FremgangsmÂde til udskiftning af en gondol, inkl. et offshore vindenergianlÊgs rotor, og vandfart¯j til at udf¯re fremgangsmÂden.",NULL,2008,Y02E  10/727; E02B  17/00; E02B  17/0034; Y02P  70/523; Y10T  29/49316; F05B2230/61; F05B2230/6102; Y10T  29/49318; F03D  13/10; F03D   1/00; B63B  35/44; E02B2017/0091; F05B2240/95
458006778,DK20110841763T,"Skib til installering af offshore-vindturbiner, og fremgangsmÂde til installering af offshore-vindturbiner ved brug heraf",NULL,2011,B63B  35/003; B63B  35/00; F03D  13/40; B66C   5/02; Y02E  10/726; F05B2240/95; F03D   9/00; Y02E  10/727; B66C   1/108
458009226,JP20140553957,?????????????????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,F03D   7/0252; F03D   7/026; F03D   7/04; F05B2240/93; Y02E  10/721; F03D   1/06; F03D  80/00; F05B2270/309; F05B2260/901; F03D   7/0244; Y02E  10/723; B63B2035/446; F03D   7/0224
458098804,CN201610208452,Multi-mode environment-friendly wind power installation vessel having high loading capacity and working method thereof,"The invention relates to a multi-mode environment-friendly wind power installation vessel having high loading capacity and a working method thereof, belonging to the technical field of the marine transportation and marine engineering equipment. The installation vessel comprises a working deck, a loading deck, a main crane, an assistant hoist, a rotary propeller, a bulbous bow side thruster, a streamline type superstructure, a spud leg, a cabin region and single point mooring equipment. According to the installation vessel, a thick fan tower and a thin fan tower are horizontally arranged on the loading deck, fan blades and a fan cabin are distributed on the working deck, a plurality of fans can be carried, and the stability is improved; the main crane and the assistant hoist are cooperated to realize the hoisting operation of the thick fan tower and the thin fan tower while to assemble the fan blades and the fan cabin, therefore, the installation efficiency is high; an assistant diesel fuel cabin inside the installation vessel is connected with the assembled fan by a cable to make the installation vessel be green and environmentally friendly; and the installation vessel can perform installation in floating and standing conditions, and can be suitable for installation in sea areas in different depths.",2016,B63B  35/44; B63B2035/446
458099030,CN201610208881,Nozzle reinforced foundation grouting sleeve connection structure and method of offshore wind turbines,"The invention relates to a nozzle reinforced foundation grouting sleeve connection structure of offshore wind turbines, comprising a vertical steel pipe pile and a steel sleeve, wherein the steel pipe pile and the steel sleeve are mutually coaxially nested, an annular cavity is formed between adjacent pipe walls of the nested ends of the steel pipe pile and the steel sleeve, a grouting body for binding the steel pipe pile with the steel sleeve is filled in the annular cavity, and reinforcing rings are welded with the pipe walls of nozzles at the nested ends of the steel pipe pile and the steel sleeve. Compared with traditional grouting connection, the nozzle rigidity of the steel pipe pile and steel sleeve is reinforced, appearance and development of radial cracks of the grouting body under the horizontal load effect are avoided or delayed, departure of the grouting body from the pipe walls of the steel pipe pile and steel sleeve is prevented, the bending resistant bearing capacity of connection is improved, and the nozzle reinforced foundation grouting sleeve connection structure of offshore wind turbines is particularly suitable for connection between an individual pile foundation and a transition section.",2016,E02D  15/06; E02D  27/42; E02D  27/52; E02D  15/04; E02D  27/425
458161280,CN201610292510,Self-tapered end prestress wire circular truncated cone concrete drum offshore wind turbine foundation and construction method thereof,"The invention discloses a self-tapered end prestress wire circular truncated cone concrete drum offshore wind turbine foundation and a construction method thereof. The self-tapered end prestress wire circular truncated cone concrete drum offshore wind turbine foundation comprises a tower drum (1), wherein the tower drum (1) is connected with a ring beam (12) through a prestress anchor bolt (2); the ring beam (12) is located at the top of a barrel (5); a prestress wire (3) is arranged in the wall of the barrel (5); the upper end of the prestress wire (3) is connected with an end-enclosed short column (13); a platform guardrail (14) is pre-buried in the end-enclosed short column (13); a bottom plate (6) is mounted at the bottom of the barrel (5); a grouting material (8) is poured at the bottom of the bottom plate (6); a sealed water pipe (7) is clamped at the lower part of the bottom plate (6); a shroud ring (15) is welded to the inner wall of the barrel (5); a self-tapered end anchor rod (10) is anchored in an anchor eye (9) in the lower end of the prestress wire (3). The self-tapered end prestress wire circular truncated cone concrete drum offshore wind turbine foundation is reasonable in structural design, stable in construction process, high in efficiency, low in cost, strong in operability and good in safety, and can be used for carrying out construction in deep sea areas which are about 20 meters deep.",2016,E02D  27/44
458174630,JP20140261542,POWER CONVERSION DEVICE,"PROBLEM TO BE SOLVED: To solve the problem of requirement for an at-sea platform or a floating body for supporting an energy storage apparatus such as a storage battery provided in order to supply power to auxiliary equipment at the time of no-wind or black-start from an outage state in a DC power collection wind farm, for example in the case that the wind farm is installed on the sea.SOLUTION: A power conversion device comprises: a first DC system for collecting power generated by one or a plurality of wind power generators; a DC-DC converter for transferring power between the first DC system and a second DC system; and an inverter for converting DC power from the second DC system to AC power. The DC-DC converter comprises one or a plurality of converter cells, each of which is configured by connecting one or a plurality of DC-AC converters to one side of a transformer and connecting one or a plurality of AC-DC converters to the other side of the transformer. The AC-DC converter includes a plurality of diodes connected in a bridge shape and a switching element connected in reverse parallel to some of the diodes.SELECTED DRAWING: Figure 1",2014,Y02E  10/763; H02M   3/28; H02J   3/38; H02M   7/48
458219040,KR20150174997,Variable type trimaran boat using natural energy,"The present invention relates to a variable trimaran boat using natural power, capable of selectively expanding and coming in contact with an out hull, securing stability around a center hull, in vertical and horizontal directions, and enabling efficient long sailing without the use of fossil fuel by including a solar power generating unit and a sail unit using wind power. To this end, the present invention includes a horizontal control unit and a vertical control unit to control a position of the out hull, freely controls the position of the out hull around the center hull by using the solar power generating unit and the wind power sail unit, and enables efficient long sailing without the supply of oil energy sources by using solar power and wind power as power sources.",2015,B63B2001/145; B63H   9/08; H02S  30/10; B63B  35/44; B63B   1/125; B63B   1/12; H02S  20/30; B63B   1/14; B63H   9/04; B63B  15/02; B63H   9/06
458221174,KR20150046367,TYPHOON ENERGY DISSIPATION DEVICE AND OPERATING METHOD THEREOF,"Disclosed are a typhoon energy dissipation device and an operating method thereof. According to an embodiment of the present invention, the typhoon energy dissipation device (100) comprises: a fixing frame unit (110) which fixates a wind resistance unit (140), a driving unit (130), and a control unit (120), and includes a plurality of frame (111) assemblies; a control unit (120) mounted on the fixing frame unit (110), predicts a generation and a progress path of a typhoon, and transmits a control signal to the driving unit (130); a driving unit (130) mounted on the fixing frame unit (110), receives the control signal from the control unit (120), and changes a position of the typhoon energy dissipation device (100); and a wind resistance unit (140) mounted on the fixing frame unit (110), disturbing a flow of air against a wind direction of a typhoon. According to the present invention of the typhoon energy dissipation device (100), the typhoon energy dissipation device moves to a typhoon occurrence predicted area or moves along the progress path of a typhoon to disturb growth of the typhoon by taking up the energy of the typhoon as it forms.",2015,Y02E  10/72; B63B  35/44; F03D   3/00; F03D   7/02; Y02E  10/74; F03D   7/00; F03D   9/00; F03D   1/00
458239669,CN201620096619U,Marine fan single pile basis buffer stop of physiosis formula,"The utility model discloses a marine fan single pile basis buffer stop of physiosis formula, it includes, the physiosis formula gasbag (1) of cover on single pile (4), its characterized in that: be equipped with more than one air chamber (2) in the physiosis formula gasbag (1), be equipped with on physiosis formula gasbag (1) outer wall more than one pneumatic valve (3). Boats and ships and the damage of wind turbine foundation upon impact can effectively be slowed down to it, have protected wind turbine foundation and boats and ships.",2016,E02D  27/42; E01F  15/14
458240604,CN201620139755U,Stake mount is embraced to marine wind power single pile,"The utility model relates to a stake mount is embraced to marine wind power single pile, which comprises a bracket, the support through back support and posterior branch abutment prop with hull fixed connection, the one end upper portion of support is equipped with the upward armful ring that two front and backs set up, the one end lower part of support is equipped with the lower armful of ring that two front and backs set up, the front portion of embracing the ring on every all is equipped with the centering block, it is connected with last centering block hydro -cylinder to go up the centering block, the front portion of every lower armful ring all is equipped with down the centering block, the centering block is connected with lower centering block hydro -cylinder down, all be equipped with first round box assembly on every on every lower armful ring of armful ring sum, the centering block all is connected with a second wheel box assembly with every lower centering block on every, all be equipped with a round box hydro -cylinder in first round box assembly and the second wheel box assembly. The utility model discloses possess and play the positioning action to the large diameter steel pipe stake of hoisting behind the mount, control the straightness that hangs down of pile in -process, improve the pile precision.",2016,E02D  13/04
458253524,KR20140176987,Riser Transfer System,"A riser transfer system installed in a drillship is disclosed. The riser transfer system comprises: a storage space which is installed under a deck and stores a riser therein; an overhead crane which is installed on the top of the storage space and transfers a riser; an opening part which is formed in the side wall of a hull to allow the overhead crane to access the inside of the hull; and a platform which is installed in the side wall of the hull to allow the riser to be positioned on the top surface thereof. Therefore, the present invention efficiently uses the upper space of the deck as a hatch formed in the deck is not required.",2014,E21B  19/02; Y02E  10/727; E21B   7/132; B63B  35/44; E21B  15/02
458255037,KR20140173684,APPARATUS AND METHOD FOR DETERMINING POSITION OF SPUDCAN OF OFFSHORE STRUCTURE,"The present invention relates to an apparatus and a method for determining the position of a spud can of an offshore structure. The apparatus for determining the position of a spud can of an offshore structure comprises: spud cans which are formed in the ends of multiple legs for supporting a floating structure, respectively; seabed topography measuring parts which have seabed topography measuring sensors installed in the spud cans; and a spud can position determining part which determines the positions of the spud cans on the basis of the seabed topography information measured by the seabed topography measuring parts.",2014,E02B  17/02; E21B  15/02; B63B  35/44; E02B  17/08; B63B  35/4413; Y02E  10/727; E02B2017/0082; B63B2201/18; G01S  15/08; E02B  17/00; E21B   7/12
458264402,DK2016BA00073U,VINDMÿLLE-RADIOKOMMUNIKATIONSSYSTEM,"Opfindelsen relaterer til et vindm¯lle-radiokommunikationssystem. Kommunikationssystemet er et digitalt tovejsradiosystem og omfatter en udvendig antenne til montering udvendigt p en vindm¯llestruktur. Systemet omfatter yderligere en indvendig tÂrnantenne til montering indvendigt i vindm¯lletÂrnet, og en indvendig overgangsstykke (TP)-antenne til montering indvendigt i vindm¯lleovergangsstykket. Endeligt omfatter systemet en digital tovejsradiosystem-repeater til at vÊre i kommunikation med den udvendige antenne, den indvendige tÂrnantenne, og den indvendige TP-antenne, hvor repeateren er konfigureret til at sende radiosignaler modtaget med den udvendige antenne med den indvendige tÂrnantenne og/eller den indvendige TP-antenne, og vice versa. Opfindelsen relaterer yderligere til en vindm¯lle omfattende radiokommunikationssystemet.",2016,F03D  80/00; H04B   7/155; Y02E  10/725; F03D  80/82; H04B   7/15507; F05B2240/95; H02K   7/18
458274512,JP20160511106,????????????????????????????????????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63B  35/00; E02D  27/52; F03D  80/00; B63B  35/44; E02D  27/425; B63B  43/06; B63B  21/50; B63B  21/00; B63B  22/02; E02D  27/42; B63B2035/446
458289044,TW20154114309,Yaw adjustment of a wind turbine,"The invention relates to an adjusting device (1) for adjusting a yaw position of a nacelle (104) of a wind turbine (100), comprising a circumferential holed flange (2) provided with drilled holes, and at least one adjusting means (4), having a gripping portion (8) for gripping on the holed flange (2), a fastening portion (12) for fastening to an anchorage point (326) of the wind turbine (100), and a linear drive (10) for exerting a linear movement between the gripping portion (8) and the fastening portion (12), wherein the holed flange (2) is fixedly connected to the nacelle (104), and the anchorage point (326) is fixedly connected to stationary part of the wind turbine (100), in particular a wind turbine tower (102), or vice versa, and the nacelle (104) is mounted so as to be rotatable relative to this stationary part of the wind turbine (100), such that the holed flange (2) and the anchorage point (326) can also execute a rotational movement relative to each other, such that a linear movement exerted between the gripping portion (8) and the fastening portion (12) by the linear drive (10) effects a rotational movement between the holed flange (2) and the anchorage point (326), and thereby effects a yaw adjustment of the nacelle (104), wherein the gripping portion (8) has at least one movable fixing pin for engaging in respectively one of the drilled holes (6) of the holed flange (2), in order thereby to fix the gripping portion (8) to the holed flange (2) in a releasable manner.",2015,Y02E  10/721; F03D   1/065; F03D   7/0204; F03D  80/88; Y02E  10/726; F03D  80/50; F03D  80/70; F03D  80/80; Y02E  10/723
458304426,ZA20100006620,FIN-RING PROPELLER FOR A WATER CURRENT POWER GENERATION SYSTEM,NULL,2010,F05B2240/97; Y02E  10/725; F03D; Y02E  10/38; F03B; F05B2240/40; B63H; F03B  17/061; F05B2240/93; Y02E  10/28; B64C
458309353,ZA20110001624,"OFFSHORE STATION,FOUNDATION FOR AN OFFSHORE STATION,AND METHOD FOR BUILDING AN OFFSHORE STATION",NULL,2011,E02B  17/02; E02B2017/0086; E02D  27/42; F03D  13/10; E02D; E02B  17/0017; E02B2017/0065; F03D; E02B2017/0078; E02D  27/425; F03D  13/22; E02B  17/025; Y02E  10/727; E02B; E02B2017/0091; F05B2240/95
458317945,ZA20120003004,"OFFSHORE STATION, FOUNDATION FOR AN OFFSHORE STATION, AND METHOD FOR BUILDING AN OFFSHOR STATION",NULL,2012,E02B; E02B  17/0017; E02B  17/02; E02B2017/0091; F05B2240/95; E02B  17/025; E02D  27/425; Y02E  10/727; E02D  27/42; F03D; E02B2017/0065; E02D; F03D  13/22; E02B2017/0078; E02B2017/0086; F03D  13/10
458345002,KR20140184460,SUPPORTING STRUCTURE FOR MARINE STRUCTURE,"The present invention relates to a jacket type support structure capable of simply and economically leveling a jacket structure. According to the present invention, the support structure comprises: a jacket unit which supports a marine structure, including a leg; a file unit which allows the leg to be inserted, supporting the jacket unit; and a leveling unit arranged between the file unit and the leg inserted into the file unit. The leveling unit comprises: a body unit which surrounds at least one part of the leg; and at least one pinion gear unit arranged in the body unit, exposing a sawteeth. The leg includes at least one rack gear unit arranged on an outer circumference surface, and is extended in a longitudinal direction of the leg wherein the rack gear unit and the pinion gear unit are mutually interlocked.",2014,E02B  17/08; Y02E  10/727; E02D  27/52; E02D  27/42
458345289,KR20140184845,The barge for floating pension,"The present invention relates to a barge for a floating pension. The barge for a floating pension comprises: a platform comprising a base frame forming a flat upper surface floor having a plurality of penetration openings and a cover unit to close at least one among the penetration openings; and a plurality of buoyant containers each mounted on the base frame to protrude downwards and provided with an upper opening which can be accessed through the penetration opening. Accordingly, a simple structure facilitates maintenance and repair of a floating body. A lower space of the floating body can be used to increase space efficiency.",2014,B63B  35/28; B63B  35/58; Y02E  10/727; B63B  17/00
458346974,KR20150128474,CONTROL SYSTEM OF FLOATING WIND POWER GENERATOR,The present invention relates to a control system of a floating wind power generator installed on a floating structure. The control system of a floating wind power generator comprises: a rotor; a nacelle; a wind speed measurement unit; and a control unit. The rotor is provided with a plurality of blades along the circumference thereof. The nacelle includes a power generator which generates power by rotation of the rotor. The wind speed measurement unit measures the magnitude of the wind applied to the rotor through the change in rotation speed of the rotor. The control unit changes and outputs a pressurization torque value to increase the amount of output from the power generator when the magnitude of the wind measured by the wind speed measurement unit is equal to or more than a predetermined value.,2015,F03D   7/02; F03D   1/00; Y02E  10/723
458378553,ZA20130007512,DIFFUSER AUGMENTED WIND TURBINES,NULL,2013,F05B2210/30; F05B2240/311; F05B2280/5001; F03D   1/025; F05B2240/40; Y02E  10/721; F03D   1/04; F05B2240/124; F05B2240/133; Y02B  10/30; Y02E  10/72; F03D   1/0625; F05B2240/122; F05B2240/33; F05B2240/93; F05B2240/132; F03D; F05B2240/92; F05B2240/95
458456768,JP20160515660,??????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,F03D   7/0296; F03D   7/043; F03D  13/20; F03D  13/25; G05B  13/02; F03D   7/04; F03D  80/80; F05B2240/93; F03D   7/0224; F03D   9/25; F03D  17/00; Y02E  10/725; Y02E  10/721; F03D   1/06; Y02E  10/723
458460528,CN201410829740,Tower frame rotating securing system and operation method thereof,"The invention provides a tower frame rotating securing system and an operation method thereof. The tower frame rotating securing system is capable of securing the bottom of a wind driven generator tower frame through a gear and a tooth disk, the gear rotates, the tooth disk rotates along with rotating of the gear, and meanwhile, a plurality of clamping heads are driven to secure the bottom of the wind driven generator tower frame on a base.",2014,F03D  13/20; Y02E  10/727
458461322,CN201480054112,FLOATING WIND TURBINE SUPPORT SYSTEM,"A semi-submersible wind turbine platform is capable of floating on a body of water and supporting a wind turbine, and includes a keystone. At least three bottom beams extend radially outward of the keystone, and a center column extends perpendicularly from an upper surface of the keystone, a first axial end of the center column attached to the keystone; the center column configured to have a tower attached to a second axial end thereof. One of a plurality of outer columns extends perpendicularly from an upper surface of each bottom beam, wherein first axial ends of the outer columns are attached to a distal end of each bottom beam. One of a plurality of top beams extends between a second axial end of each outer column and a second axial end of the center column, wherein the top beams are configured substantially not to resist bending moment of a tower attached to the center column.",2014,B63B   5/20; B63B  21/50; E02B  17/027; F03D   9/25; F05B2240/93; B63B  43/06; B63B   1/107; E02B2017/0091; F03D   1/06; Y02E  10/725; B63B  22/20; B63B  35/44; B63B  39/03; B63B2001/128; F03D  13/10; Y02E  10/721; B63B   1/125; B63B2035/446; F03D   7/043; F03D  13/22; B63B  75/00; F03D  13/25; Y02E  10/727
458472865,CN201610157133,Offshore wind turbine of V-shaped wind wheel structure,"The invention discloses an offshore wind turbine of a V-shaped wind wheel structure and belongs to the technical field of wind power generation. The offshore wind turbine of the V-shaped wind wheel structure comprises a V-shaped wind wheel, a gear transmission mechanism, a coupler, generator sets and a base platform. The V-shaped wind wheel is provided with three rotating arms which are obliquely arranged. The lower ends of the rotating arms and a wind wheel rotating disc are assembled. The rotating arms are arranged in a radial shape with a wind wheel rotating shaft as the center. A blade is arranged at the upper end of each rotating arm. The lower end of the wind wheel rotating shaft is connected with the generator sets through the gear transmission mechanism and the coupler. The generator sets are installed on the base platform. The base platform is fixed to a seabed through a sea pile or an anchor chain. The offshore wind turbine of the V-shaped wind wheel structure has the beneficial effects of being low in construction cost and convenient to install and maintain, the angle of the rotating arms and the blades can be adjusted according to the offshore wind wave conditions, damage to the blades under the large wind wave condition is avoided, and the service life of the offshore wind turbine is prolonged.",2016,F03D   7/06; Y02E  10/725; Y02E  10/74; F03D   3/061; F03D   3/06; F03D   7/0236; F03D   9/25; F03D   3/064; F05B2240/95; F03D  13/25; Y02E  10/727
458483224,CN201610275527,Ocean platform for generating electricity by utilizing wind power and wave power,"The invention relates to an ocean platform for generating electricity by utilizing wind power and wave power. A main body is a semi-fixed ocean platform; the semi-fixed ocean platform is provided with an air bellow, baffles and an air intake channel; the baffles are arranged around a deck and are matched with the deck to form a cavity of which the bottom part is unenclosed; the bottom part of each baffle is provided with a floating body; each floating body is capable of driving the corresponding baffle to vertically move under action of a wave; a communicating hole is formed in the deck; the communicating hole communicates with a wave power vent of the air bellow; inlets of the air intake channel are respectively located on four faces under the deck, and an outlet of the air intake channel communicates with a wind power vent of the air bellow; rotating blades are arranged in the air bellow; the rotating blades are connected with a generator through a transmission mechanism; and an air vent is also formed in the air bellow. The ocean platform is capable of converting wave power into air kinetic energy, so that a set of electricity generating mechanism and transmission mechanism can be shared by wave power generation and wind power generation; and the ocean platform is simple in structure and low in maintenance cost.",2016,F03B  11/00; F03D   7/06; F03D   9/00; F03D   9/25; Y02E  10/74; F03D   3/06; Y02E  10/226; Y02E  10/38; F03B  13/14
458531573,US201414915317,Method of installing an offshore foundation and template for use in installing an offshore foundation,"The present invention provides a method of installing a foundation for an offshore wind turbine and a template for use herein. In illustrative embodiments, the template is releasably anchored in a seafloor and the template is leveled before installing a pile. In a method according to some illustrative embodiments herein, a template may be provided, the template comprising at least one hollow guiding element for receiving the pile, at least one suction bucket, a frame body to which the at least one hollow guiding element and the at least one suction bucket are coupled, and controlling means configured to supply a pressure to the at least one suction bucket. The method may comprise disposing the template on the seafloor, supplying a negative pressure to the at least one suction bucket for driving the suction bucket in to the seafloor, and controlling the negative pressure supplied to the at least one suction bucket to adjusting a penetration depth of the at least one suction bucket so as to level the frame relative to the seafloor.",2014,E02D   7/02; E02D  27/52; E02B2017/0091; E02D  27/12; E02D  27/525; E02D2220/00; E02B  17/02; E02D  27/16; E02D2600/10; E02B2017/0043; E02D   7/00; E02D  13/04; E02D  27/42; E02B  17/00
458532181,US201414912596,Water surface floating high efficiency waterwheel generator,A waterwheel generator providing a high efficiency rotational movement and floating on the surface of the water to generate power according to a water flow. A buoyant installation frame is filled with a predetermined amount of buoyant medium. A waterwheel rotational blade unit includes a plurality of rotational blades attached around a rotational shaft in a waterwheel receiving hole and immersed in a predetermined depth of water. The waterwheel receiving hole is formed at one side of the buoyant installation frame and exposed to water having a predetermined flowing speed. Height adjustment means is arranged at both ends of the rotational shaft to adjusts its height. Wire hooking means is configured around the outer periphery of the buoyant installation frame to prevent the buoyant installation frame from being carried away by the flow of water. A generator is provided at one side of the rotational shaft.,2014,F03B   7/00; F03D   9/25; F05B2270/101; F03D   9/00; F05B2260/4031; B63B2035/4466; F05B2240/40; F03B   7/006; F03B  13/16; F03B  17/063; Y02E  10/28; B63B  35/44; F03B  17/06; F03B  17/061; Y02E  10/72; F03B  13/00; F03D   9/008; F05B2240/93
458623120,DK20130717837T,MONTERING AF OFFSHORESTRUKTURER,NULL,2013,E02B2017/006; E02D  27/52; E02D  27/42; F03D  13/22; E02B  17/0004; E02B  17/027; E02D  27/12; E02D  27/14; E02D  27/525; E02B2017/0043; E02D  27/50; Y02E  10/727; E02B  17/02; E02D  27/425
458643602,ZA20120003508,FLOATING ENERGY PRODUCING PLANT,NULL,2012,F03D; F03D  13/22; F05B2240/93; B63B  35/4413; F05B2240/95; F03D  13/25; Y02E  10/727
458647090,ZA20120003042,HYDRAULIC APPARATUS,NULL,2012,F03B  13/189; Y02E  10/38; F05B2260/406; F05B2240/40; F03B  17/005; F03D; F05B2240/95
458704758,CN201521003281U,Surface of water ware of removing contamination for environmental management,"The utility model discloses a surface of water ware of removing contamination for environmental management, including decontaminating ware casing, a plurality of showy gasbag, rubbish sunction inlet, a pair of rivers guiding groove, energy storage equipment, solar cell panel, wind power generation set, a plurality of adjust connection spare, connecting main rod, suction pump, drainage pipe and bottom otter board, floating the gasbag and establishing on the ware casing of decontaminating through adjust connection spare, rubbish sunction inlet, rivers guiding groove are established on the ware casing of decontaminating, and the suction pump setting is in the ware casing of decontaminating, and connecting main rod connects at the suction pump, and energy storage equipment, solar cell panel, wind power generation set establish on connecting main rod, and drainage pipe's one end is connected in the bottom of suction pump, and drainage pipe's the other end extends to the outside of the ware casing of decontaminating, and bottom otter board setting is in the bottom of decontaminating the ware casing. The utility model discloses the floating garbage and the suspension rubbish of aquatic of the clean surface of water can be be used for, the limpid and sanitation of quality of water in pond kept, can be at any time, the clean aquatic rubbish of continuation.",2015,E02B  15/10; E04H   4/16
458711424,CN201620180793U,Marine wind power unit state monitoring system,"The utility model provides a marine wind power unit state monitoring system, includes a plurality of monitoring points, relaying point, control center, a plurality of monitoring points and relaying point wireless connection, and relaying point is connected with control center, the monitoring point is located on the wind generating set for monitoring wind generating set's running state, and the message routing that will monitor to relaying point, including first processor, a wireless communication module, monitoring devices, USB interface, monitoring devices is connected with first processor's input, and a USB interface and a wireless communication module all are connected with first processor's input, output, and first processor is through a wireless communication module and relaying point running state 2, the utility model provides a marine wind power unit state monitoring system utilizes remote, as to hang down complexity, self -organizing, low -power consumption, low data rate equipment, to marine complicated hai qing, makes up into a general wind turbine generator system state monitoring system, realizes real -time supervision and warning.",2016,F03D  17/00
458725767,CN201620163573U,Wind turbine generator system moment formula arresting gear that asks for,"The utility model provides a wind turbine generator system moment formula arresting gear that asks for comprises transmission shaft, first gear, gear shaft, second gear, fixed bolster, electromagnetic clutch, third gear, motor, fourth gear, the calliper that float, lead screw axle, nut, first friction disc, second friction disc, speed sensor, the control unit, brake disc. The utility model discloses the braking is realized through getting power mechanism, conversion of motion mechanism and control system to make full use of wind -powered electricity generation transmission system's kinetic energy, does not need the extrinsic motive source. The utility model has the advantages of compact structure is simple, energy -conservation is high -efficient, the installation is convenient, response speed is fast.",2016,F03D   7/00; F16D  65/18; F16D 121/14; Y02E  10/723
458726710,CN201620169518U,Wind turbine foundation structure,"The utility model provides a wind turbine foundation structure, include: foundation ditch, bed course, basic main part, connecting plate, fixed crab -bolt and prestressing force subassembly, bed course setting are in the foundation ditch bottom, and basic main part device is on the bed course, and basic main part surface is equipped with the recess, and the device has the connecting plate in the recess, and the prestressing force subassembly sets up in basic main part, and the connecting plate is worn out at its top, and fixed crab -bolt is passed connecting plate, basic main part and bed course in proper order and is connected with the rock layer, the utility model has the advantages of as follows: 1. Fixed crab -bolt with connect the crab -bolt and concentrate the distribution radius little, basic main part volume diminishes, consequently basic main part area diminishes, needs that reinforcing bar and concrete quantity lessen, the bolt quantity is few, construction speed is fast, 2 the utility model discloses a volume of the basic main part of foundation structure form decision does not need very greatly, 3. Fixed crab -bolt can vertical setting or the slope set up, fixed crab -bolt slope sets up the aperture that can dwindle anchor hole, select with the screw rod of this aperture looks adaptation, reduction construction cost.",2016,E02D   5/80; E02D  27/42
458727916,CN201620136039U,Marine wind power jacket basis changeover portion and marine wind power jacket basis,"The utility model provides a marine wind power jacket basis changeover portion and marine wind power jacket basis, marine wind power jacket basis changeover portion includes: spud leg, main barrel body and support piece, the spud leg is a plurality of and a plurality of the spud leg along main barrel body outside circumference is arranged, support piece is a plurality of and a plurality of support piece is with a plurality of the spud leg one -to -one sets up, every support piece's first end with main barrel body fixed connection, every support piece's second is held and is corresponded with this support piece spud leg fixed connection, it is a plurality of support piece is adj. Tabularly, the utility model discloses set up support piece into adj. Tabular, not only effective transmission load only need simply be assembled the welding moreover and just can use simple manufacture to platelike support piece can utilize the leftover bits and pieces of other equipment of preparation to weld and assemble, can the efficent use of resources, save the cost.",2016,E02D  27/44; E02D  27/42
458729512,CN201620135518U,Marine wind power jacket basis changeover portion and marine wind power jacket basis,"The utility model provides a marine wind power jacket basis changeover portion and marine wind power jacket basis, marine wind power jacket basis changeover portion includes roof, bottom plate, main barrel body and support piece, and the fixed cover of roof is established in main barrel body's upper end, and the lower extreme at main barrel body is established to fixed the overlapping of bottom plate, support piece is a plurality of and a plurality of support piece is along the circumference setting of the main barrel body outside, every support piece's upper end all with roof fixed connection, every support piece's lower extreme respectively with bottom plate fixed connection. During the use, because the fixed cover of roof is established in main barrel body's upper end, increased the area of main barrel body upper end, and support piece and roof fixed connection to having increased the support area of marine wind power jacket basis changeover portion upper end, can having come the load dispersion that this marine wind power jacket basis changeover portion upper end received, the load transmission is more even, has avoided concentrating of stress, thereby has lengthened the life of this marine wind power jacket basis changeover portion.",2016,E02D  27/42
458732246,CN201620128596U,Marine wind power anti -floating pile with spiral pterygoid lamina,"The utility model provides a marine wind power anti -floating pile with spiral pterygoid lamina, includes pile body and pterygoid lamina, and the pile body is the cavity stake, is equipped with the pterygoid lamina on the pile body inner wall, and the pterygoid lamina is spiral structure. Be equipped with the multiunit injected hole on the pile body lateral wall, the edge of a wing structure that is equipped with with the perpendicular setting of pile body is served at pile head no. 1 to the pile body, and edge of a wing structure is prismatic or pyramid, and edge of a wing structure is two at least. Through adopting above -mentioned structure, promoted the interior side resistance of pile foundation, it when filling the construction, has increased the combination degree between concrete and the pile body to carry out the later stage simultaneously, has improved the tensile ability of concrete, carrying out slip casting when construction, partial concrete makes and is connected through the concrete between pile body and the soil body in the soil body around the injected hole gets into the pile body outer wall, has greatly improved the withdrawal resistance of pile foundation, increased the frictional force and the anti - pulling capacity of pile body and secret soil layer, while and soil layer on every side produce synergism, can effectively improve the physics mechanical properties of low soil layer to increase substantially the bearing capacity and the frictional resistance of pile body.",2016,E02D   5/56; E02D   5/62
458732416,CN201620130016U,Deep sea scientific investigation and supply guarantee platform,"The utility model relates to a deep sea scientific investigation and supply guarantee platform, including last structure and lower structure, lower structure includes two flotation tanks, has the bracing piece to be connected between four stands, stand and stand, goes up the structure and includes double -deck deck, and double -deck on -board is equipped with a plurality of laboratories, the helicopter air park, and the cost of electricity -generating for the electricity generation in deep sea base provides a convenient energy -conserving generating electricity way, has been practiced thrift to wind power generation set and make -up system, has reduced greenhouse gases's emission, makes ' green development ' become for maybe. The generation of electricity by new energy also can become the main mode of following marine electricity generation gradually. Secondly, platform is the lifesaving function simultaneously, this efficiency that has also improved the deep sea rescue.",2016,B63B  35/44
458733622,CN201620125832U,Novel deep sea semi -submerged formula floating marine wind power platform,"The utility model provides a novel deep sea semi -submerged formula floating marine wind power platform, including generating set system and support system, support system includes pylon (4) on upper portion and the platform basis of lower part, the top -down direction is pressed on the platform basis, includes upper part of the body platform (5), boxed structure linkage segment (6), peripheral upper portion flotation tank (7), peripheral middle part stand (8), peripheral lower part flotation tank (9) and the n annular lower part of the body (10) in proper order. The advantage does: the utility model discloses according to specific sea situation characteristics design, adopt semi -submerged formula structure foundation, it is good to have inherited semi -submerged formula structure foundation stability, transportation and the convenient characteristics of installation economy, water dynamic performance is superior, and economy is reliable to, structure foundation rolling of semi -submerged formula and pitch are less, thereby can realize the stable electricity generation of marine wind energy.",2016,B63B  35/44
458740344,CN201610354540,Unequal-length-leg offshore wind power jacket foundation and construction method thereof,"The invention relates to an unequal-length-leg offshore wind power jacket foundation and a construction method thereof. The unequal-length-leg offshore wind power jacket foundation comprises at least three unequal-length main guide pipe legs; the main guide pipe legs are distributed in a polygon mode; the height differences among the main guide pipe legs are consistent with pile head elevation differences among corresponding pile foundations; and every two adjacent main guide pipe legs are connected into an integral latticed jacket foundation through inclined struts. The unequal-length-leg offshore wind power jacket foundation consists of the two parts of the inclined struts and the unequal-length legs, so that the unequal-length-leg offshore wind power jacket foundation has the advantages that materials are saved; construction is convenient; the unequal-length-leg offshore wind power jacket foundation is applicable to the environment; and the like. The unequal length structure is adopted by the jacket main legs, so that when geological condition changes are large, and thus driving depths of piles are not consistent, pile cutting work and the like can be omitted; construction is convenient; and meanwhile, material waste can be reduced. Furthermore, due to the unequal-length guide pipe structure, foundation construction cost and the weight of a jacket can be lowered; and obvious social benefit and economic benefit are provided.",2016,E02D  27/42; E02D  27/425
458757188,CN201610234587,Tower turbine wind power device,"The invention discloses a tower turbine wind power device. The tower turbine wind power device is improved and perfected by a traditional tower turbine wind power device ZL201110279979.7 patentee; a turbine rotating body consisting of novel pneumatic turbine standard sections, a rigid bearing platform and an axis body are connected to form a whole rotating body; an elastic roller device on the rigid bearing platform bears all gravity to operate on a rail with the axis body as circle center, so that the advantage of never tower falling not caused by the wind speed and the wind direction is more prominent; the axis body extends in a diameter change manner to connect with a universal shaft to drive one or more direct-current generator computers to control; and the power generating capacity is changed along with change of the wind speed. The tower turbine wind power device is divided into four stages; a small A turbine has a diameter D of 4-8-14 M and a power W of 2-3000 KW/p, and is suitable for power supply in communities; a medium B turbine has a diameter D of 16-30 M and a power W of 0.5-50000 KW/p, and is suitable for inland wind fields; a large C turbine has a diameter D of 32-60 M and a power W of 10-20 KW/p; a ultralarge D turbine has a diameter D of not smaller than 64 M and a power W of not less than 300000 KW/p; and the large and ultralarge turbines are suitable for offshore wind fields and landscapes.",2016,F03D   7/06; F05C2201/0451; F03D   3/065; F03D  13/25; F03D  15/10; Y02E  10/74; F03D   3/06; Y02E  10/727; F03D   9/25; Y02B  10/30; F05C2201/0448
458759100,CN201520929217U,Automatic aquaculture net case structure of coupling wind -powered electricity generation platform,"The utility model relates to a cultivation techniques field, more specifically relate to an automatic aquaculture net case structure of coupling wind -powered electricity generation platform, including aquaculture net case system (1) and box with a net anchoring system (2), aquaculture net case system (1) is including etting (11) and floating frame (12), install on floating frame (12) box with a net anchoring system (2) to moor aquaculture net case system (1) in breeding the waters, its characterized in that still includes one wind -powered electricity generation platform (3), wind -powered electricity generation platform (3) are connected with floating frame (12) through mounting platform (4). The utility model provides a have wind -powered electricity generation energy system's aquaculture net case, combine the aquaculture net case together with wind generator system, utilize comparatively ripe wind -powered electricity generation technology culture in net cage electric energy self -sufficiency and solve the contradiction that the marine wind power industry occupy marine fishery farming space, improve deep water culture in net cage's security, help the sane development of two industries.",2015,Y02P  60/64; A01K  61/00; F03D   9/11; Y02A  40/81; Y02E  10/727; F03D  13/25
458760032,CN201520930256U,Unmanned aerial vehicle on water who takes LED lighting device of wind -powered electricity generation power supply shuts down platform,"The utility model relates to an unmanned aerial vehicle on water who takes LED lighting device of wind -powered electricity generation power supply shuts down platform belongs to the unmanned aerial vehicle application technique field. Civilian unmanned aerial vehicle's quantity will increase, and partial city will utilize the surface of water to build unmanned aerial vehicle on water and shut down the platform. The buoyancy material provides the weight that buoyancy bore unmanned aerial vehicle that unmanned aerial vehicle on water shut down the peaceful bench of platform, lighting device, aerogenerator etc. Wind -force blows blade current conveyance conductor wire, controller input energy storage battery rotatory, that drive the aerogenerator production and stores. At night or cloudy day, unmanned aerial vehicle takes off, descends on unmanned aerial vehicle on water shuts down the platform or when shutting down, needs the LED light to provide the illumination. The automatic photosensitive auto -control switch who opens the circuit illuminates the waters around unmanned aerial vehicle on water shut down platform and the platform to LED light power supply, LED light from current conveyance conductor wire, the night of energy storage battery output, guarantees unmanned aerial vehicle's safe flight and safe shutdown.",2015,F21V  33/00; Y02E  10/72; F21S   9/02; Y02P  70/523; B63B  35/50; F21Y 115/10; F21V  23/04; F03D   9/00; F21W 111/00
458760108,CN201520930265U,LED lighting device's of complementary power supply of area scene unmanned aerial vehicle on water shuts down platform,"The utility model relates to a LED lighting device's of complementary power supply of area scene unmanned aerial vehicle on water shuts down platform belongs to the unmanned aerial vehicle application technique field. Partly city will utilize the surface of water to build unmanned aerial vehicle on water and shut down the platform. At night or cloudy day, unmanned aerial vehicle takes off, descends on unmanned aerial vehicle on water shuts down the platform or when shutting down, needs the LED light to provide the illumination. Install aerogenerator and photovoltaic power generation device on unmanned aerial vehicle on water shuts down the platform simultaneously, current conveyance conductor wire, wind -powered electricity generation controller input that aerogenerator produced converge flow box, and current conveyance conductor wire, photovoltaic controller input that solar cell produced converge flow box, input the aerogenerator 0 storage from converging the current conveyance conductor wire that flow box exported. From current conveyance conductor wire, photosensitive auto -control switch and the power supply of light orientation LED light of energy storage battery output, the LED light illuminates unmanned aerial vehicle on water shuts down platform and airspace on every side.",2015,F21S   9/03; F21V  33/00; F21Y 115/30; F21S   9/04; H02S  10/12; Y02E  10/72; F21Y 101/00; F21Y 115/10; H02J   7/35; B63B  35/44; F03D   9/34
458775445,JP20160515033,?????????????????????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,B63B  43/06; B63B  13/00; B63B  39/14; F03D   1/06; Y02E  10/723; F03D   7/02; F03D  13/25; B63B  22/20; B63B  35/00; Y02E  10/721; B63B   1/107; B63B  39/03; B63B2035/446; F03D   7/04; F03D   7/048; F05B2240/93; Y02E  10/727
458789214,CN201480067945,COMBINED ROLLING AND SLIDING SUPPORTING DEVICE FOR GEARBOX SHAFT,"The invention relates to a gearbox shaft (1), in particular a gearbox shaft provided for a wind turbine, said shaft being mounted by means of a fixed bearing (2, 3) and at least one floating bearing (4), said shaft comprising at least one gear (5) that is arranged radially between the fixed bearing (2, 3) and the floating bearing (4) and is secured to the gearbox shaft (1). The fixed bearing (2, 3) is formed by at least one anti-friction bearing. According to the invention, the floating bearing (4) is formed by at least one plain bearing.",2014,F03D  80/70; F16C  19/542; F16H2057/0216; F16C2361/61; F16H  57/021; F16C  17/02; F16C  21/00; F05B2240/54; Y02E  10/722; F03D  15/00; F03D  15/10; F05B2240/50; F16C2360/31
458800154,CN201521138430U,Redundant hydraulic system of megawatt level offshore wind power generation machine based on modularization,"The utility model discloses a redundant hydraulic system of megawatt level offshore wind power generation machine based on modularization, including many oil pump feeds module, many fast axiss braking module and many driftage braking module fuel feeding are given to many oil pump feeds module, and many fast axiss braking module is connected with the fast axis stopper, and many driftage braking modules are connected with yaw brake, and yaw brake through the oil return control module oil return of yawing more, fuel feeding module, fast axis braking module, driftage braking module and driftage oil return control module that many oil pump feeds module, many fast axiss braking module, many driftage braking modules and the oil return control module that yawes include respectively that many covers are the same more. Through the modularized design to whole hydraulic system, redundancy design, module and the automatic switch -over trouble return circuit that produces the trouble is judged according to current symptom to zero breakthrough of shutting down of hydraulic system trouble that has realized arousing because of pump, controlling element etc. And the assurance system continues the operation, great reduction fortune dimension cost.",2015,F03D   9/00; Y02E  10/723; F03D   7/00
458803674,CN201521090039U,Rectilinear power generation facility of marine wind -force,"The utility model provides a rectilinear power generation facility of marine wind -force belongs to marine electricity generation technical field, and its structure includes base body, pole setting and the vertical axis aerogenerator who sets gradually from bottom to top: the pole setting is folding locate base body on, base body includes base and the turning block of being connected with base one side, pole setting lower extreme one side is fixed in the upper end of turning block through the connecting pin, is equipped with the hydraulic stem between base and pole setting, hydraulic stem one end articulates with the base to be connected, the other end articulates with the pole setting is connected the formation accordion structure, vertical axis aerogenerator includes generator, wind wheel and the circuit of being connected with the generator. The utility model discloses under the windy condition, utilize the wind wheel to rotate, make the generator electricity generation, for boats and ships provide auxiliary power, under the unwindy condition, realizes the accordion structure through pole setting, hydraulic stem, base body, deposit in the on -board with vertical axis aerogenerator is folding, have that the green is energy -concerving and environment -protective, simple structure, convenient to use's an advantage.",2015,F03D  13/20; F03D   9/32; Y02E  10/72; F03D   9/25
458818037,CN201410414889,Multifunctional floating type offshore platform,"The invention relates to a multifunctional floating type offshore platform which aims at achieving the offshore maintenance purpose of an existing platform. Multiple parallel cross beams and multiple parallel longitudinal beams are fixedly connected together in a criss-cross staggered manner; multiple parallel rectangular cases are spaced; each case is hinged to a buoyancy tank, wherein the top face of each buoyancy tank is a plane, the front end face and the rear end face of each buoyancy tank are hinged to the corresponding cross beams, two sides and the lower face of each buoyancy tank are downward-protruding arc-shaped walls, and the lower portion of each buoyancy tank is immersed under the sea surface in the load bearing process; and rotary drive locking or stabilizing devices of the buoyancy tanks are arranged between the buoyancy tanks and the corresponding cross beams. The platform is provided with an offshore compressed air energy storage power station supported by built-in compressed air storage tanks or storage pipes of the buoyancy tanks. A power source of the offshore compressed air energy storage power station is selected from a submarine cable power source, an offshore wave power generation power source, an offshore tidal power generation power source, an offshore wind power generation power source and an offshore photovoltaic power generation power source. The multifunctional floating type offshore platform has the beneficial effects that dry dock type maintenance can be conducted in place on the sea, the platform can float on the sea continuously, the service life is long, the operation cost is low, and the platform is particularly suitable for being used as a permanent supporting platform of an offshore base and suitable for being used as an offshore channel crossing the sea.",2014,E01D  15/14; B63B  21/50; B63B  35/44
458828103,CN201610085343,Anti-bump balance backswing device,"The invention discloses an anti-bump balance backswing device. The anti-bump balance backswing device comprises a base ring, a pressing ring, installing grooves, steel balls, isolation blocks, a gasket, a hanging rod, a load hanging body and supporting bases. The base ring is arranged in the middle of the anti-bump balance backswing device. The pressing ring is arranged on the upper portion of the base ring. A clearance is formed between the pressing ring and the base ring. The installing grooves are formed in the middles of the positions, tangent to the pressing ring, of the inclined part of the upper portion of the left side and the inclined part of the upper portion of the right side of the base ring. The installing grooves surround the circumference of the pressing ring by a circle. The steel balls are arranged in the installing grooves and uniformly distributed in the installing grooves. According to the anti-bump balance backswing device, the problem that in the maintenance process of a wind power station, working personnel need to take a seagoing ship to pull in to shore and the balance is not well kept can be effectively solved, and the problems that maritime activities for the working personnel on the seagoing ship and daily maintenance and repairing of the seagoing ship all need a balanced and stable working environment are further solved.",2016,B63B  39/00; B63B  39/005
458830574,CN201511029656,Megawatt offshore wind generator redundancy hydraulic system and method based on modularization,"The invention discloses a megawatt offshore wind generator redundancy hydraulic system and method based on modularization. The system comprises a multi-pump oil supply module which supplies oil to a multi-high-speed-shaft braking module and a multi-yaw braking module. The multi-high-speed-shaft braking module is connected with a high-speed shaft brake. The multi-yaw braking module is connected with a yaw brake which performs oil return through a multi-yaw oil return control module. The multi-pump oil supply module comprises a plurality of sets of same oil supply modules. The multi-high-speed-shaft braking module comprises a plurality of sets of same high-speed-shaft braking modules. The multi-yaw braking module comprises a plurality of sets of same yaw braking modules. The multi-yaw oil return control module comprises a plurality of sets of same yaw oil return control modules. By means of the modularized design and redundancy design of the whole hydraulic system, zero-downtime breakthrough of faults, caused by a pump, control elements and the like, of the hydraulic system is achieved, the modules with faults are judged according to the current fault phenomenon, a fault loop is automatically switched, it is guaranteed that the system continues running, and the operation and maintenance cost is greatly reduced.",2015,F03D   9/00; Y02E  10/723; F03D   7/00; F03D   9/25
458870451,KR20140189015,Subsea Bridge System,"The present invention relates to a system for processing all processes of a submarine oil well (10) with respect to an object to be drilled. The system comprises: an underwater floating body (20) which is installed to ascend and descend to an underwater position adjacent to the oil well (10) and to the surface of the sea; a flexible riser (30) which connects the oil well (10) and the underwater floating body (20) to each other; and a water floating body (40) which is connected to the underwater floating body (20) to perform oil storing and offloading. Thus, the present invention reduces the danger of accidents, which can be generated during the development of submarine resources, by installing various production and storage facilities underwater to be separated from the surface of the sea by a predetermined distance and enables the easy repair of equipment when the equipment is out of order.",2014,B63B  21/50; B63B  35/44; E21B  17/10; Y02E  10/727; B63B  17/00
458871950,KR20140188145,FLOATING PLATFORM,"The present invention relates to a floating platform for reducing movement. The floating platform comprises: a buoyancy part where a structure is installed in one surface; and a plate which is arranged on the other surface of the buoyancy part, has a cross section larger than the buoyancy part to reduce the vertical movement of the buoyancy part in fluid, and has a hole in a thickness direction to increase the flow resistance of the fluid. Therefore, the present invention reduces damage caused by stress and a fatigue load concentrated on the coupled part of the buoyancy part and the plate by reducing an excessive load generated in the plate for reducing vertical movement, thereby extending the service life of the floating platform.",2014,B63B  39/00; Y02E  10/70; B63B  39/005; B63B  43/04; B63B2035/446; B63B2731/00; B63B  17/0081; B63B  43/02; B63B  35/44; B63B2039/067; B63B  17/00; B63B2221/00; B63B  39/06; B63B2209/20
458875720,KR20140192037,CRANE RAIL STRUCTURE FOR BLOW OFF PREVENTOR IN BORING FACILITY,"The present invention relates to a crane rail support structure for a blowout preventing stack in a boring facility, capable of reducing material costs and simplifying a structure by omitting components required for support and maintenance, while maintaining reliable support fixing force with respect to a crane rail, and enhancing workability by facilitating accessing for maintenance. The crane rail support structure for a blowout preventing stack (or a blowout preventer (BOP) crane rail structure) in a boring facility including a drill housing including an upper deck having a drill port and a drill deck comprises: a BOP crane rail structure whose both end portions are connected to the drill deck on both sides of the drill house; and a fixing unit fixing the BOP crane rail structure to the drill house to be supported.",2014,B63B  35/44; B63B  17/00; E21B  19/02; B66C   6/00; Y02E  10/727
458908690,TW20143139027,Ocean current power generation device,"An ocean current power generation device comprises: a boat body unit, several blade units, several power generators and several sails. The blade units are located around the boat body unit and extended below the sea surface and may be rotated by the ocean current pushing. The power generators may convert the rotational energy of the blade units into electric energy. The sails are mounted on the boat body unit and may be developed by wind blowing to resist the power of ocean current of drifting the boat body unit. Because the boat body unit is provided for the sails and the blade units to be mounted, the applications of water power and wind power may be combined, and the sails may be driven by wind power to generate the advancing power to counteract the thrust of ocean current acting on the boat body and the blade units such that the present invention may be stably positioned in a predetermined ocean area for power generation.",2014,F03B  17/06; F05B2240/931; F03B  17/062; F03D   9/008; F05B2240/216; Y02E  10/38; Y02E  10/28; B63H   9/04; F03D   9/32; F03B  17/00; F03B  17/063; Y02E  10/727; Y02T  70/5254; B63B2035/4466; F03D  13/25; F05B2240/40; Y02E  10/725
458959885,CN201620208894U,Wind power generation set rotating blade subassembly,"The utility model discloses a wind power generation set rotating blade subassembly, its characterized in that: this blade subassembly has polylith fan blade piece and pivot, the whole that the reciprocal anchorage formed between the fan blade is located base plate, the inner end of fan blade is fixed with microscler riser, and steel bar connection is passed through to its outer end, the outer tip of every fan blade sets up the upright steel sheet of slope. The upper and lower tip of pivot is provided with pellet shot from a slingshot dish 7, 8, the base plate lower extreme is provided with pellet shot from a slingshot dish 9. The utility model discloses an improve, increased the windpiston that receives of fan blade, make its utilization ratio that has improved the wind energy, the whole that the reciprocal anchorage formed between the fan blade is located base plate, be convenient for wind turbine and drive, simultaneously, the inner end of fan blade is fixed with microscler riser, and steel bar connection is passed through to its outer end, makes that its whole fan blade component is firm, the performance good, long service life.",2016,F03D   3/06; Y02E  10/74
458966420,CN201620252569U,Marine compound power generation facility,"The utility model provides a marine compound power generation facility, utilizes the energy conversion of wind, sunlight, mechanical energy, wave, ocean current to become the electric energy, belongs to the exploitation of marine energy field, including fixed?baseplate, connecting rod, drum formula power generation facility, wind wheel formula power generation facility, wave power generation facility, pendulum power generation facility, bracing piece, wind -force power generation facility. The device uses multipurposely marine multiple energy and changes to the electric energy, is furnished with seven small -size generators and generates electricity simultaneously, has solved the problem that the poor efficiency is single of original wave electricity generation, and this device electricity generation gauge height can satisfy the demand of people to big electric quantity. Wind power generation set can make it be in best angle according to 360 degrees rotations of wind direction, and the assurance energy conversion rate. The big space that utilizes the body among the wave -power generation device to have, creative installation solar power system and pendulum power generation facility to application wind wheel formula power generation facility and drum formula power generation facility can carry out the conversion of electric quantity with the ocean current. Combine it together, realize that multiple energy form is to electric transformation of energy.",2016,F03D   9/25; H02S  10/10; Y02E  10/725; F03B  13/18; Y02E  10/38; Y02E  10/727; F03D  13/25
458971644,CN201610186486,Vibroflotation mooring pile for reinforcing offshore wind power soft foundation and construction technology and equipment thereof,"The invention discloses a vibroflotation mooring pile for reinforcing an offshore wind power soft foundation and a construction technology and equipment thereof. The vibroflotation mooring pile comprises an underground section and an underwater section; the underground section comprises a plurality of cylindrical cement piles, prestress steel strands are arranged inside the cement piles, end shields are arranged at the lower ends of the cement piles, and the lower ends of the steel strands are fixed to the peripheries of the end shields; the upper ends of the steel strands penetrate through a first platform and are fixed to the first platform on the seabed; the underwater section comprises a plurality of steel pipes, and the steel strands are located inside the corresponding steel pipes; the upper ends of the steel pipes are located above the sea surface and are fixedly connected to the bottom surface of a second platform, and the steel strands penetrate through the second platform and are anchored to the top surface of the second platform. In the construction process, the cement piles are manufactured according to the conventional vibroflotation pile construction technology, the end shields and the steel strands are left inside the cement piles, then the parts, located in seawater, of the steel strands are sleeved with steel pipes, and the steel strands are fixed to the first platform and the second platform. According to the vibroflotation mooring pile and the construction technology and equipment thereof, the requirements for the bearing capacity of the foundation and the pull-out capacity of transverse loads can be met.",2016,E02D  27/42; E02D  27/425
458986934,CN201620159656U,Marine fan inlays batholith plinth suitable for batholith sea bed,"The utility model relates to a marine fan inlays batholith plinth suitable for batholith sea bed, a concrete cap is supported jointly to all steel -pipe piles upper ends along the circumference equipartition and put the steel -pipe pile to one side in the lower extreme embedding sea bed including many, and insert among the concrete cap and rather than linking firmly the steel -pipe pile upper end, and concrete cap installs the top fan tower section of thick bamboo, be provided with concrete core pile in the steel -pipe pile, concrete core pile lower extreme is worn out the steel -pipe pile lower extreme and is imbedded in the sea bed. This marine fan inlays batholith plinth suitable for batholith sea bed simplifies the construction process, the reduction of erection time, and saving?investment, the overall economic nature of this structure is better, has extensive application prospect in the offshore wind power generation engineering.",2016,E02D  27/14; E02D  27/42
459042592,DK2015PA70016,Method for providing a stable working platform and a vessel thereof,"The present invention relates to a method and a vessel for providing a stable working platform for an offshore wind turbine. The vessel comprises one or more buoyancy chambers configured to be at least partly filled with water so that the vessel remains on the seabed during the servicing or installation process. The buoyancy chambers may be passively filled with water by opening one or more hatches or doors in the hull or actively filled with water by using a pumping system. The vessel further comprises an upper deck or raised deck on which one or more lifting units are arranged. The lift ing unit is used during the servicing process or the installation process. After the service or installation process is completed, the buoyancy chambers are closed off and the vessel is raised from the seabed and any trapped water is led out of the vessel. The vessel is finally moved to another location or back to the harbour.",2015,B63B  35/42; F03D   1/00; F03D  80/50; Y02E  10/727; E02B2017/0091; B63B  35/00; F03D  13/25
459193600,US201414777727,Floating offshore structures,"Methods for controlling tension in mooring lines of a floating offshore structure having a buoyancy structure including one or more water tanks and the buoyancy structure providing excess buoyancy are provided. The methods comprise varying the mass and/or the center of gravity of the floating offshore structure by varying the quantity of water in one or more of the water tanks. Also, floating offshore structures are disclosed, the structures comprising a buoyancy structure having one or more floater tanks providing excess buoyancy, and a plurality of tensioned mooring lines, and further comprising a control system for increasing and decreasing a quantity of water in one or more of the floater tanks. Also, possible uses of floating offshore structures are provided wherein under standard operating conditions, the floater tanks are at least partially filled with water.",2014,B63B  35/44; B63B2035/446; E02B2017/0091; F03D  13/22; F05B2240/95; E02B  17/00; F03D  13/20; F03D  13/25; F05B2240/93; Y02E  10/727; B63B  21/502; B63B  21/50; B63B  22/20
459194832,US201415023839,Floating wind turbine support system,"A semi-submersible wind turbine platform is capable of floating on a body of water and supporting a wind turbine, and includes a keystone. At least three bottom beams extend radially outward of the keystone, and a center column extends perpendicularly from an upper surface of the keystone, a first axial end of the center column attached to the keystone; the center column configured to have a tower attached to a second axial end thereof. One of a plurality of outer columns extends perpendicularly from an upper surface of each bottom beam, wherein first axial ends of the outer columns are attached to a distal end of each bottom beam. One of a plurality of top beams extends between a second axial end of each outer column and a second axial end of the center column, wherein the top beams are configured substantially not to resist bending moment of a tower attached to the center column.",2014,B63B   5/20; B63B  75/00; E02B2017/0091; F03D   1/06; Y02E  10/725; B63B   1/107; B63B  22/20; B63B  35/44; F03D   7/04; F03D  13/22; F05B2240/93; B63B   1/125; B63B  21/50; B63B2001/128; B63B2035/446; E02B  17/02; B63B   1/12; B63B  39/03; F03D   1/00; Y02E  10/727; E02B  17/00; B63B   1/10; E02B  17/027; F03D   9/00; F03D  13/20; F03D  13/25; F03D   7/043; B63B   9/06; B63B  43/06; F03D  13/10; Y02E  10/721
459270480,CN201620120131U,Anti balanced backswing device that jolts,"The utility model discloses an anti balanced backswing device that jolts, including seat circle, clamping ring, mounting groove, steel ball, spacing block, gasket, hanging stick, the suspending weight body, supporting seat, the seat circle sets up at the intermediate position, and the upper portion of present circle is provided with the clamping ring, is provided with the clearance between the present circle of clamping ring, left and right sides upper portion slope department and the tangent intermediate position of clamping ring of present circle are provided with the mounting groove, and the mounting groove is provided with the steel ball around the circumference round of clamping ring in the mounting groove, and the steel ball is evenly distributed in the mounting groove. In -process staff that this kind of anti balanced backswing device that jolts can effectively solve wind power station maintenance need take the seagoing vessel balanced problem that does not keep well of pulling in to shore, and the daily operating repair who has still solved activity at sea of the staff on the ship and steamer need balance the problem of steady?job environment.",2016,B63B  39/00
459301858,CN201610202577,Single-column type platform wind power equipment,"The invention provides a single-column type platform. The single-column type platform is cylindrical, floats in deep sea and ultra-deep sea areas, is connected with pile foundations arranged at the sea bottom through multiple groups of mooring ropes and is used for supporting marine operation equipment. The single-column type platform is characterized by comprising a gravity section, a punching section and a floating section, wherein the side wall of the gravity section is connected with the multiple groups of mooring ropes and the gravity section is used for accommodating ballast of the single-column type platform; the lower end of the punching section is rigidly connected with the upper end of the gravity section, and the punching section is used for reducing wave and current loads borne by the single-column type platform; the floating section adopts a hollow structure, the lower end of the floating section is rigidly connected with the upper end of the punching section, and the floating section is used for supplying buoyancy force to the single-column type platform; the punching section is provided with multi-stage holes, and the holes are arranged in a mode of a fractal structure.",2016,B63B2035/442; Y02E  10/725; Y02E  10/727; B63B  35/44; B63B  39/005; F03D   9/25; F05B2240/95; B63B2035/446; B63B  39/00; F03D  13/25
459327189,CN201620296705U,Artificial wind?power generation machine,"The utility model discloses an artificial wind?power generation machine, air compressor pump, air storage jar, tuber pipe and wind?power generation machine including consecutive expert. Air compressor pump includes cylinder, discharge valve, elastic component, piston, piston rod and at least one inlet port. The piston sets up in the cylinder, and the one end of piston rod is passed the top of piston and is fixed on the piston, and the other end passes outside the top extending cylinder of cylinder. The one end of elastic component is fixed in the bottom of cylinder, and another pot head is established on the piston rod. Every inlet port all sets up on the inner wall of cylinder and the peak of every inlet port all is less than the bottommost of piston. Discharge valve sets up in the bottom of cylinder, and the cylinder is linked together with the air storage jar through discharge valve. The combination expansion anchor bolt is advantaged by simple technology. Collect highly -compressed air, the still air of release, zero pollutes, and operation cost is low. Application range is wide, can be from microgenerator, portable generator, small power station, medium -sized power plant, big power station, to huge big power station.",2016,F04B  33/00; F03D   9/25; F04B  41/02; Y02E  10/725; F04B  35/00
459331770,CN201620269923U,Can utilize marine life rescuing platform of showy formula of multiple energy,"The utility model relates to a can utilize marine life rescuing platform of showy formula of multiple energy, its characteristics are: including living area, sea water desalination device, platform deck, driving system, energy by ocean current power generation facility, anchor, anchor chain, solar energy power generation facility, wind energy power generation facility, the platform deck upside is provided with living area, solar power system and wind power generation device, the platform deck rear portion is provided with sea water desalination device, the both ends of platform deck downside are provided with driving system, the central authorities of platform deck downside are provided with energy by ocean current power generation facility, anchor and anchor chain link together and fix at the platform deck downside. It has following advantage: can not only provide electric energy and clear fresh water for the staff on the platform, the non -staining environment can also provide the energy for marine resources's exploitation with unnecessary electric energy.",2016,B63B  35/44; B63J   1/00
459335367,FR20160055714,DISPOSITIF FLOTTANT SUPPORT D'EOLIENNE OFFSHORE ET ENSEMBLE EOLIEN FLOTTANT CORRESPONDANT,"L'invention concerne un dispositif flottant (2) destinÈ ‡ supporter une Èolienne (1) en mer et comportant une colonne centrale (21) flottante agencÈe pour recevoir fixement un m‚t (12) de l'Èolienne (1), au moins trois flotteurs (22) pÈriphÈriques, un bras (23) par flotteur, chaque bras (23) s'Ètendant selon une direction d'Èlongation radiale par rapport ‡ la colonne centrale (21) et chaque bras (23) comportant une extrÈmitÈ proximale fixÈe ‡ la colonne centrale (21) et une extrÈmitÈ distale fixÈe audit flotteur (22), les bras (23) comportant un ÈlÈment tubulaire externe s'Ètendant selon la direction d'Èlongation du bras (23) et de section courbe perpendiculairement ‡ la direction d'Èlongation, et un ÈlÈment tubulaire interne s'Ètendant selon la direction d'Èlongation du bras (23) et de section polygonale perpendiculairement ‡ la direction d'Èlongation, la section polygonale Ètant inscrite dans la section courbe. L'invention concerne Ègalement un ensemble Èolien flottant comportant ledit dispositif et une Èolienne.",2016,B63B2001/126; F03D  13/25; Y02E  10/727; B63B2001/128; B63B2035/446; B63B  35/44; F05B2240/93
459371757,ES20130720466T,EÛlica sobre soporte flotante estabilizada por un sistema de anclaje sobreelevado,"1) Sistema eÛlico que comprende una eÛlica que se apoya sobre un soporte flotante, y medios de anclaje del sistema conectado al indicado sistema por puntos de fijaciÛn, caracterizado por que el indicado sistema comprende medios de sobreelevaciÛn de los indicados puntos de fijaciÛn por encima de una lÌnea de flotaciÛn de dicho soporte flotante, sobreelevando los indicados medios de sobreelevaciÛn los mencionados puntos de fijaciÛn a una altura con relaciÛn a la lÌnea de flotaciÛn determinada para contrarrestar un momento de inversiÛn de la eÛlica sometida a un viento de velocidad dada.",2013,F03D   1/00; B63B  21/50; F03D   7/02; F03D  13/25; F05B2240/97; F03D  13/20; Y02E  10/723; F03D  13/10; F03D  13/22; F05B2240/93; Y02E  10/727
467745290,CN201610200598,Boat positioning system and method used for wind-power work boat,"The invention discloses a boat positioning system and method used for a wind-power work boat. According to the scheme, the boat positioning system is composed of a DP1 control system, two sets of full-rotating propellers and two sets of positioning winches in a matched mode; the first set of full-rotating propellers are arranged on the stern portion of the wind-power work boat; the second set of full-rotating propellers are arranged on the bow portion of the wind-power work boat; the DP1 control system controls the two sets of full-rotating propellers at the same time; the first set of positioning winches are arranged on a deck on the stern portion; and the second set of positioning winches are arranged on a wedge bracket platform on the bow portion. By the adoption of the scheme, the wind-power work boat can be positioned rapidly and conveniently, the power positioning capacity is high, the operation reliability is high, and safe and reliable operation of the wind-power work boat can be guaranteed.",2016,B63B  21/50; B63H   5/08; B63B  21/16
467772786,CN201610359141,Rock-socketed single pile foundation through offshore wind power and construction method of rock-socketed single pile foundation,"The invention relates to a rock-socketed single pile foundation through offshore wind power and a construction method of the rock-socketed single pile foundation. The rock-socketed single pile foundation comprises a steel pipe single pile which is positioned in the center, wherein the lower end of the steel pipe single pile is inserted into a seabed, and the upper end of the steel pipe single pile is positioned above the sea level; a fan tower cylinder is mounted at the upper end of the steel pipe single pile, and a plurality of steel pipe grouting piles which are fixedly connected to the steel pipe single pile are arranged at intervals at the internal circumambient part or the periphery in the steel pipe single pile; the lower ends of the steel pipe grouting piles are inserted into the seabed, and the upper ends of the steel pipe grouting piles are positioned above the sea level; the inner parts of the lower ends of the steel pipe grouting piles are grouted with concrete socketed piles of which the lower ends penetrate through the lower ends of the steel pipe grouting piles to be embedded and fixed in a baserock layer of the seabed. According to the rock-socketed single pile foundation disclosed by the invention, the difficult problem that at current, in China, full cut-off sock-socketed construction of large diameter pile foundation cannot be realized is effectively solved, and besides, the horizontal load bearing capacity and the antidumping capacity of the pile foundation are improved; the dynamic response of infrastructures is reduced, the application scope of the single pile foundation is enlarged, and the single pile foundation disclosed by the invention has a high application value.",2016,E02D  27/42; E02D  27/425; E02D  27/12
467783186,CN201620264380U,High tower wind generating set's suspension type A line fan blade that hangs down,"The utility model relates to a high tower wind generating set's suspension type A line fan blade that hangs down, including the fan blade wheel, the fan blade shaft, the fan blade pole, the suspension type of hanging down fan blade piece, separate the cushion, connecting bolt and frame -type fan blade pole, its sagging suspension type fan blade piece setting possesses one side or one side of wind -force value all around most at the fan blade pole, connecting bolt or other connected modes fixed connection are passed through with fan blade pole upper portion in the suspension type of hanging down fan blade piece upper portion, at the fan blade pole and hang down to still being equipped with between the suspension type fan blade piece and be used for keeping the partition cushion of distance between the two, the suspension type of hanging down fan blade piece lower extreme keeps the separation and is the outstanding state that hangs down with the fan blade pole. Have simple structure, make easily, the wide advantage of application scope, one or many floated stocks shape strengthening rib strips are equipped with admittedly to the suspension type of hanging down fan blade piece lower extreme one side or the appropriate position in both sides, respectively with the fan blade assembly at the place ahead and rear on the corresponding position series connection fixed connection of suspension type fan blade piece that hangs down play the enhancement fan blade and take turns to the job stabilization nature of all fan blade pieces and the effect of bulk strength.",2016,F03D   9/25; F03D   3/06; Y02E  10/74; Y02P  70/523
467813349,CN201521081560U,Rubbish clearing boat on water,"The utility model provides a rubbish clearing boat on water, includes the hull, is equipped with the stake body at the front end of hull, be equipped with on the stake body can be on the stake body pivoted clearance corpus unguis, be equipped with driving motor on the hull, driving motor with clear up the corpus unguis and be connected, be equipped with wind?power generation machine, solar panel and battery device on the hull, the battery device is connected with driving motor, wind?power generation machine and solar panel respectively. Because the battery device can carry out the energy storage through the wind energy of wind?power generation machine and solar panel's solar energy, the power supply is energy -concerving and environment -protective.",2015,E02B  15/10; B63B  35/32
467837250,CN201620099894U,Platform economizer,"The utility model provides a platform economizer, belongs to wind power generation technical field, including first windmill frame, second windmill frame, controller, first slide rail, branch, motor, third slide rail, third slider, post, casing, second slider, second slide rail, bolt, first slider, second cylinder, the 2nd fisheye bearing, first cylinder, a fisheye bearing and impeller, installation motor in the casing, installation second windmill frame on the motor, in second windmill frame lower extreme stretched into the casing, the second windmill put up each side installation branch, and branch is installed on the second slider, and the second slider is installed on the second slide rail, and the second slide rail is installed on the casing inside wall, the utility model has the advantages that: windmill shelf energy height -adjusting.",2016,F03D   7/02; Y02E  10/727; F03D  13/25; Y02E  10/723
467844483,CN201610386511,Annular combination type super-large diameter offshore wind power single pile foundation and construction technology thereof,"The invention relates to an annular combination type super-large diameter offshore wind power single pile foundation and a construction technology thereof. The annular combination type super-large diameter offshore wind power single pile foundation is characterized by comprising a first single pile and a second single pile which are arranged in a mutually sleeved mode, the first single pile and the second single pile are both steel pipe piles, and the two single piles are welded through multiple connection steel plates which are arranged between the single piles to form an annular whole. By means of the annular combination type super-large diameter offshore wind power single pile foundation, the problem of super-large diameter pile foundation construction is effectively solved, the horizontal bearing capacity and overturning resistant capacity of the pile foundation are improved, a dynamic response of the foundation structure is reduced, the application range of the single pile foundation is widened, and it is possible that a wind power generator with the capacity of 6 MW or 8 MW or even larger can adopt the single pile. Therefore, the annular combination type super-large diameter offshore wind power single pile foundation and the construction technology thereof have an extremely high actual engineering application value.",2016,E02D  27/12; E02D  27/425; E02D  27/42
467857678,KR20150029738,OFFSHORE WIND GENERATORS SLOPE MAINTENANCE AND CALIBRATION EQUIPMENT,"The present invention relates to slope maintenance and calibration equipment for an offshore wind power generator, which can easily correct and maintain a slope degree of an offshore wind power generator inclined along a support structure which is inclined in any one direction by a wave, a sea current, a typhoon, ground erosion, or the like, and further, significantly reduce time and costs consumed therefor. According to the present invention, the slope maintenance and calibration equipment for an offshore wind power generator comprises: a lower flange unit; an upper flange unit; and a slope calibration unit.",2015,F03D   7/02; F03D  13/20; F05B2240/221; Y02E  10/722; F03D  80/88; F05B2270/506; F05B2270/402; Y02E  10/723; F05B2240/93
468177382,JP20160006760,FEEDER SYSTEM,"PROBLEM TO BE SOLVED: To attain a long-life by eliminating power storage based on chemical reaction, enable recycling to be carried out to save resources and contribute to an entire cost reduction.SOLUTION: This invention comprises float lifting means 3 in which one end 3ws is connected to a float body 2, a wire member 3w passed through guide parts 3ga, 3gb...is wound up by a taking-up part 3r to sink the float body 2 floated at a water surface Wu down to a specified depth D and at the same time fed out of the taking-up part 3r to float up the float body 2 sunk down to a specified depth D; energy converting means 4 having an electric motor 4m for rotationally driving the taking-up part 3r in a taking-up direction Fr and a power generator 4g for generating electricity on the basis of a rotation of the taking-up part 3r in the feeding-out direction Ff; and mode changing-over means 5 for changing-over mode to a power storage mode for supplying a generated electrical power Pe to at least the energy converting means 4 to perform storage of electricity or discharging mode enabling the generated electrical power Pe to be taken out of the energy converting means 4 and to be used.SELECTED DRAWING: Figure 1",2016,H02J   3/38; H02J   3/28; Y02E  70/30; F03B  17/02; Y02E  10/766; Y02P  80/25; Y02P  90/50; H02J  15/00; Y02E  10/563; Y02E  10/566; Y02E  10/763; Y02E  10/20
468307930,KR20150011435,Barge for offshore wind tower installation,"The present invention relates to a barge ship for offshore wind tower installation capable of allowing an offshore wind tower to be conveniently erected and installed by a structure provided in the barge ship after the offshore wind tower assembled on the ground is loaded and transported to an installation place. The barge ship for an offshore wind tower installation according to the present invention comprises: a barge ship body having an upper end horizontal to a water surface to float in the water and having a cut part formed in a U-shape from the center part toward a rear side thereof; a central support including housings mounted on both left and right sides of the cut part in the center of the barge ship body to face each other, rod coupled to the housings to be able to rotate and extending and a clamp shoe formed at one end of the rod and clamping the offshore wind tower; rear supports installed on both left and right sides of the rear cut part of the barge ship body to face each other, supporting a lower end of the offshore wind tower, and moving to the left and right of the cut part; and a winch provided on the barge ship body on one side of the rear support and including a wire surrounding and supporting an external circumference of the lower end of the offshore wind tower rotated by a self-load with respect to the rod of the central support as a center axis so that the offshore wind tower is erected vertically.",2015,B63B  27/08; B63B  35/003; B63B  35/305; B63B  35/28; F03D  13/40; B63B2708/00; B63B  17/00; B63B2017/0054; Y02E  10/727
468308578,KR20150092690,BLASTWALL STRUCTURE,"A blast wall structure is disclosed. The blast wall structure, according to an embodiment of the present invention, comprises: a wall which has an inclined surface having an inclination becoming higher to the rear side in the front surface thereof; and a windmill module which is installed to be extended lengthily in the horizontal direction of the wall, wherein the windmill module comprises: a body which is formed in an empty cylinder shape and has through-holes in the outer surface; and a windmill which uses the center shaft of the body as a rotary shaft and has a rotary blade rotated by the blast flowing through the through-holes. Therefore, the present invention reduces explosion pressure by rotating the windmill.",2015,B63B  17/00; E04B   1/92; B63B  15/00; E04H   9/00
468312269,CN201610369769,Small and medium-sized multi-stage vertical-axis wind turbine,"The invention discloses a small and medium-sized multi-stage vertical-axis wind turbine, and belongs to the technical field of wind power generation equipment. The small and medium-sized multi-stage vertical-axis wind turbine comprises a blade assembly, a generator set, a storage battery, an inverter, a wind power detecting device and a controller, wherein the generator set comprises a generator set shell, a floating generator, a fixing seat, a fixed generator, a floating generator fixing seat, a guide rod and a floating generator lifting device; the fixed generator, the fixing seat and the guide rod are arranged at the bottom of the generator set shell; the floating generator is arranged on the floating generator fixing seat; the floating generator lifting device is arranged on the fixing seat; the floating generator fixing seat is connected with the floating generator lifting device; the controller controls switch-on and switch-off of the floating generator lifting device; and the floating generator fixing seat moves vertically through the floating generator lifting device. The small and medium-sized multi-stage vertical-axis wind turbine is suitable for running in a wide wind speed range, and a series of problems difficult to solve such as large noises, large occupation area, high maintenance cost and high starting wind speed are solved effectively.",2016,F03D   9/11; F05B2240/212; F03D  15/00; F03D   3/06; F05B2260/4031; Y02E  10/74; F03D   3/062
468330053,KR20150117113,OFFSHORE WIND POWER SUBSTRUCTURE AND INSTALLATION METHOD FOR JACKET TYPE SUBSTRUCTURE THEREOF,"The present invention relates to an offshore wind power support structure and an installation method for a jacket type substructure of the same, which can remarkably improve economic feasibility by reducing material consumption and construction periods while improving entire structural stability by reinforcing a resistance function on a transverse force such as a wave force and a tidal current, and a horizontality obtaining function of an upper structure including a deck of the offshore wind power support structure. According to the present invention, the offshore wind power support structure includes: multiple jacket legs; a jacket pile installed on the inner side by each jacket leg; and the deck combined to an upper end of the jacket piles. The jacket pile includes a shim plate integrated to an upper end of the jacket pile on the inner side of the jacket leg and the upper end of the jacket leg inserted by welding, wherein the upper end of the jacket leg installed on the inner side is inserted into the shim plate. Also, the shim plate may be formed in a crown shape in which an uneven unit of a triangular structure is repeatedly formed in a circumferential direction of the jacket pile or the jacket leg, based on the longitudinal direction of the jacket leg or the jacket pile.",2015,E02B  17/0004; E02B  17/02; E02D  27/42; E02B2017/0091; E02D  27/52
468341303,CN201521037875U,Attached component of special integrated form of marine wind power,"The utility model relates to an attached component of special integrated form of marine wind power, including the steel -pipe pile, along the integrated component of steel -pipe pile major axis direction setting, utilize operation platform, the cable pipe of bolt fastening on integrated component, lean on ship spare and cat ladder, integrated component includes a plurality of circular support frame of same axis setting, a plurality of support columns of connection circular support frame of following from top to bottom, the cable pipe utilizes the bolt fastening on circular support frame, and bottom neckedout is the loudspeaker form, the cat ladder passes through the bolt fastening in the integrated component outside, and the upper end extends to operation platform department, and the lower extreme extends to the surface of water. The utility model has the advantages of: bolted connection is all adopted in connection among the attached component of special integrated form of marine wind power between each part, has reduced the construction degree of difficulty and cost of transportation, the construction of the project of being convenient for moreover and the maintenance in later stage, and the change can directly be dismantled through the bolt to parts damages, the construction cycle has been shortened in each part preparation that can go into operation simultaneously.",2015,E02B  17/00; Y02P  70/523; F03D  13/20; Y02E  10/727
468347185,CN201620048255U,Portable stealthy fire control of ocean rivers fuel repository refuelling platform that saves oneself,"Portable stealthy fire control of ocean rivers fuel repository refuelling platform that saves oneself is applicable to and transports the supply at the navigation intermediate fuel oil such as boats and ships, naval vessel in the rivers, lakes and seas. The utility model discloses a portable repository refuelling platform through intelligent fire extinguishing system start foam installation to input/output fuel filling provision the fire control save oneself foam storehouse (3) implement the foam and flood the condition of a fire, realize the fire control and save oneself. Oil -fired storage capacity problem is solved to the equipment of storehouse (1) of storing through multiple fuel article, reduces the supply cost. Through increasing the hidden effect that the camouflage body (15) formed the wartime. Be incorporated into the power networks with solar cell panel (12) of installing storing the platform land ship wind power station (11) through installing on storing the platform, solves the power supply who stores the platform. The utility model discloses can according to the regional boats and ships flow of ocean rivers what, large, medium and small boats and ships are prepared mobilizablely to have stealthy fire control and saves oneself the fuel supply of function and store the platform, for supply fuels such as various boats and ships, naval vessels.",2016,A62C   3/10; B63B  35/44
468352485,CN201620132207U,A can dismantle railing for marine wind power,"The utility model relates to a can dismantle railing for marine wind power, including the horizontal stand, install a plurality of on the horizontal stand and be the arc setting and enclose into a circular shape railing body and a fixing device, the railing body includes a plurality of parallel arrangement from top to bottom and is a plurality of stands of curved horizon bar, connection horizon bar, fixing device includes the staple bolt of a plurality of settings on the horizon bar and the bolt of fixed staple bolt, staple bolt perpendicular to horizon bar, middle part are the bellied arcuation that makes progress and set up at horizon bar upper end, the both ends through -hole that sets up symmetrical relatively, the cooperation is pegged graft in the through -hole to the bolt to fix on the horizontal stand. The utility model has the advantages of: a can dismantle railing for marine wind power comprises a plurality of segmentations and the fixed railing body of structure, directly utilizes staple bolt and bolt fastening when putting up, unclamps the bolt during dismantlement and superposes the railing body in proper order to place and can transport to next construction site, and easy operation is convenient, and work efficiency is high.",2016,E02B  17/00; E04H  17/22; E04H  17/14
468355225,CN201620155500U,Marine wind power fan device of going up on stage,"The utility model provides a marine wind power fan device of going up on stage, including locating the basic assembly on the boats and ships main deck and locating the tripod on the fan cushion cap, basic assembly and tripod pass through the gangway ladder and connect, the basis assembly includes open -top's stack shell, and the sphere part of ball carousel is located the stack shell top and is supported through the four -point contact bearing, the plane gland is connected on ball carousel upper portion, and the footboard is located plane gland upper portion and can be wound the bearing rotating on it, the balance is reseted in the stack shell and its top is fixed with ball carousel minimum. When boats and ships were swung, the stack shell was swung thereupon, and nevertheless under balanced heavily effect, the plane gland keeps the relative level, and only the four -point contact bearing slides along the sphere part of ball carousel, and the gangway ladder keeps steady relatively. The utility model discloses a stormy waves is offset in the physics nature motion of backswing mechanism, and too big and jolting and waving of causing when personnel climb up the fan cushion cap at this equipment of use, is difficult for receiving the influence of stormy waves, greatly reduced the safe risk of staff when boarding.",2016,B63B  27/14
468358981,CN201620198629U,Semi -submerged formula low energy consumption platform device,"The utility model relates to a semi -submerged formula low energy consumption platform device, including fixing wind power generation set, hydraulic electricity generation device, energy storage equipment and the power positioner who stretches out the top on sea level at semi -submerged formula supporting platform respectively, install and stretch into marine bottom screw propulsion at semi -submerged formula supporting platform, install the supply station of stretching out the upper portion on sea level at semi -submerged formula supporting platform. The utility model discloses combine together ocean wind electricity technique and dynamic positioning semi -submerged platform, can carry out platform positioning and wind power generation simultaneously, for the work of screw provides the energy support, when the wind -powered electricity generation energy is plentiful, also can provide electric power for personnel live, effectively reduce fossil energy consumption, can realize effectively that control is hung down and swing the response or realize subtracting the remote control system to rolling, the pitch degree of freedom, make dynamic positioning system out -of -control's perpendicular degree of freedom motion response obtain control to adapt to more abominable sea situation, change original hose and deposited messy situation, improved the life of hose moreover greatly.",2016,F03D   9/11; Y02E  10/727; F03B  13/00; F03D  13/20; B63B  35/44
468369353,CN201620247886U,Enhancement mode offshore wind farm single pile basis,"The utility model relates to an enhancement mode offshore wind farm single pile basis, contain the single pile basis, it is fitted with a contraceptive ring and establishes the cylindric flank that open side down, establish the stiffening rib between cylindric flank and the single pile basis, two ring at least wash ports are established at cylindric flank top, it forms concrete layer to be filled by the wash port, the concrete is cyclopean concrete or plain concrete, spraying nanometer anti -corrosion material on single pile basis and the cylindric flank, the single pile basis that is equipped with the cylindric flank is through hydraulic pressure vibration hammer linkage mode pile sinking in sea bed, sea bed surface jackstone around the cylindric flank is handled, the utility model discloses can increase substantially single pile basis antidumping and the anti side ability of moving, avoid appearing single pile basis lateral tilt and became invalid, more be fit for the special environment that offshore wind farm located.",2016,E02D  27/42; E02D  27/12; E02D  27/52
468422632,DE20152009044U,Windkraftanlagenfunkkommunikationssystem,"Windkraftanlagenfunkkommunikationssystem, wobei das Kommunikationssystem ein Digitalzweiwegefunksystem ist, wobei das System umfasst: eine Auflenantenne f¸r eine Montage auflerhalb einer Windkraftanlagenstruktur, eine Turminnenantenne f¸r eine Montage in dem Windkraftanlagenturm, eine ‹bergangsteil-(TP)-Innenantenne f¸r eine Montage in einem Windkraftanlagen¸bergangsteil, und einen Digitalzweiwegefunksystemrepeater f¸r eine Kommunikation mit der Auflenantenne, der Turminnenantenne, und der TP-Innenantenne, wobei der Repeater dazu eingerichtet ist, um mit der Auflenantenne empfangene Funksignale mit der Turminnenantenne und/oder der TP-Innenantenne und umgekehrt weiterzuleiten, und wobei die Turminnenantenne oder die TP-Innenantenne eine direktionale zirkular polarisierte Antenne ist.",2015,F05B2240/95; Y02E  10/725; F03D  80/00; F03D  80/82; H04B   7/15507; H04B   7/155; H04W  16/26; H04L  29/06
468424802,DE201620102785U,Windkraftanlage mit einer zus‰tzlichen Energienutzungseinrichtung,"Windkraftanlage, wobei die Windkraftanlage eine Monopile- oder Tripilegr¸ndung oder eine Gr¸ndung mit einer Vielzahl an Rohren im Erdreich aufweist, dadurch gekennzeichnet, dass die Windkraftanlage eine Vorrichtung zur Nutzung ¸bersch¸ssiger Windenergie aufweist.",2016,F03D   9/20; F05B2240/95; Y02P  80/158; F03D   9/11; F03D  13/25; F03D   9/00; F03D   9/19; Y02E  10/72
468478149,CN201610242765,"Offshore wind turbine gravity type base, base system and gravity type base construction method","The invention discloses an offshore wind turbine gravity type base, a base system and a gravity type base construction method; the offshore wind turbine gravity type base comprises a bottom plate, a first barrel, a second barrel and a platform assembled in sequence; the bottom plate, the first barrel and the second barrel are connected to form a filler channel used for filling base cargo; the platform is provided with a platform opening connected with the filler channel. The offshore wind turbine gravity type base is a hollow structure, can greatly reduce self weight, and can save materials; in addition, the bottom plate and the first barrel, the first barrel and the second barrel, and the second barrel and the platform are respectively assembled; all structures can be pre-built on the land, and are assembled in sequence in one piece, thus effectively reducing construction time of the offshore wind turbine gravity type base; the offshore wind turbine gravity type base is simple to realize, fast in construction, can reduce construction time and laboring, thus greatly reducing production cost.",2016,E02D  27/42; Y02P  70/523; F03D  13/25; E02D   5/74; Y02E  10/727; E02D  27/425
468550238,CN201620077643U,But wind power generation is with acceleration rate impeller,"The utility model relates to a but wind power generation is with acceleration rate impeller, including the impeller cylinder body, in a plurality of blade bases that are used for connecting the blade of the outer wall equipartition of impeller cylinder body, in the inner wall rigid coupling ring gear of impeller cylinder body, in a plurality of planet wheels of inner circle meshing of ring gear, each planet wheel and sun gear meshing, each is gone, and the other end that forms integrative planet carrier all is connected with the one end of planet carrier to star wheel axle's one end and the inner circle of floating bearing cooperates the outer lane of floating bearing and the end connection of impeller cylinder body, in the solid fixed ring of each line star wheel axle's other end rigid coupling planet carrier, sun gear shaft's one end with it is integrative that formation is connected to the sun gear, and sun gear shaft's the other end runs through the planet carrier and is connected with the output of generator through the shaft coupling. The utility model discloses not only reduce the centrifugal force that produces when blade torque and impeller rotate fast, still improved blade life and complete machine system reliability of operation simultaneously, reduced the volume of generator, the weight that has reduced the generator and cost.",2016,F03D   1/06; Y02E  10/721
468555726,CN201620085781U,Boats and ships bank electric system based on compound electric wire netting of alternating current -direct current,"The utility model provides a boats and ships bank electric system based on compound electric wire netting of alternating current -direct current, system include that bank electricity management system, distribution system, dc bus row, portable power supply connect ship unit and fixed power supply to connect the ship unit, bank electricity management system connects ship unit and fixed power supply to meet ship unit communication connection with distribution system, dc bus row, portable power supply respectively, distribution system is connected with the one end that the dc bus was arranged, the other end that the dc bus was arranged connects ship unit and each fixed power supply to connect the ship unit connection with each portable power supply respectively. The advantage does: the problem of a great deal of technical problem and the difficult point that exist in the current bank electric system, the power supply who leads to because of boats and ships grid voltage difference in frequency is matching problem not, ship electricity and bank electricity are because of the not compatible production of power supply standard is solved, to different grade type ship oceangoing ship strong adaptability, the capacity extension is easy, and the convenience is arranged to the pier, and wind energy, solar energy, energy storage insert easily, and extensions is more convenient.",2016,H02J   3/38; H02J   3/02
468569908,CN201620158021U,Marine wind turbine foundation steel -pipe pile and changeover portion be high -pressure grouting connection structure under water,"The utility model relates to a marine wind turbine foundation steel -pipe pile and changeover portion be high -pressure grouting connection structure under water, its characterized in that: establish at the peripheral transition pipeline section that just exposes the sea bed surface of steel -pipe pile with the cover including going deep into the internal steel -pipe pile of sea bed, the cover is equipped with upper seal circle and lower seal circle between transition upper and lower tip internal surface of pipeline section and the steel -pipe pile surface, transition pipeline section lower part is located the lower seal side of circling and connects to advance the thick liquid pipe, transition pipeline section upper portion is located upper seal circle below and connects a thick liquid pipe, the utility model discloses an unable problem that detects of grouting quality is under water effectively solved to the observation grout material quality that slurry return pipe can understand.",2016,E02D  27/52; E02D  15/06; E02D  27/42; E02D  15/04
468589212,EP20160756247,"METHOD OF CONSTRUCTION, ASSEMBLY, AND LAUNCH OF A FLOATING WIND TURBINE PLATFORM",NULL,2016,B63B  21/50; B63C   1/12; Y02E  10/727; F03D  13/40; B63B   5/20; B63B  35/44; B63B2021/505; F05B2240/93; B63B  35/003; B63B  39/03; B63B2001/128; B63B2035/446; F05B2240/95; B63B   1/107; F03D  13/25; F03D  13/10
468604953,DK20120765687T,VindkraftanlÊg,NULL,2012,F03D   3/00; F05B2240/93; B63B  21/50; F03D  13/25; F03D   3/005; B63B  35/44; B63B2241/08; F03D   3/06; Y02E  10/727; Y02E  10/74; B63B2035/446; F03D   3/067
468605050,DK20100845453T,Komplet havvindm¯lleanlÊg,NULL,2010,F03D   1/00; Y02E  10/727; F05B2240/95; B63B  35/44; E02B2017/0091; F03D  13/22; F03D   9/00; F03D  13/25; F03D  13/40
468605076,DK20100834602T,UNDERVANDSSTRUKTUR OG KONSTRUKTIONSFREMGANGSM≈DE,NULL,2010,E02B  17/027; E02D  27/425; E02D  27/52; E02B  17/02; E02B  17/00; E02D  27/14; E02B   3/06; E02B2017/0091; E02D  27/42; F05B2240/95; E02D  27/32; F03D  13/22; Y02E  10/727
468611345,CN201620317175U,Marine wind power pile foundation reduction vibration detection experimental system,"The utility model relates to a marine wind power pile foundation reduction vibration detection experimental system belongs to marine wind power pile foundation reduction vibration detection experimental system technical field. Tu chi below including the wave current basin and locating the wave current basin, the saturated soil body has been filled in the soil pond, the top of pile body is equipped with the pylon, the fan is installed to the one end that the pylon is located the wave current basin outside, be equipped with a plurality of looks spaced pile body foil gages on one side direction of height of pile body, relative one side of pile body is buried underground a plurality ofly and the corresponding soil pressure cell of pile body foil gage, a plurality of hole hydraulic gauges have still been buried underground to the pile body both sides, install a plurality of looks spaced acceleration sensor on the direction of height of pylon, the pile body foil gage, soil pressure cell, the hole hydraulic gauge, acceleration sensor all gathers the appearance communication with dynamic data and is connected. The utility model discloses structural design is ingenious, can adopt environmental load such as wave to encourage, pile foundation reduction and the whole dynamic characteristics relation of structure under can reflection ocean directly perceived dynamic load.",2016,G01M  10/00
468623350,MX20160000410,"METHOD FOR PRODUCING A PRECAST CONCRETE SEGMENT OF A WIND TURBINE TOWER, AND A PRECAST CONCRETE TOWER SEGMENT FORMWORK.","A method for producing a precast concrete tower segment of a wind turbine tower is provided. An inner formwork (220) with at least one bore (240) and at least one holding unit (400) on an inner side of the inner formwork (220) in the region of the bore (240) is placed. A first end (310) of a concrete anchor (300) or a first end (310) of a removable element (410) at the first end (310) of the concrete anchor (300) is introduced from the outer side of the inner formwork (220) through the bore (240) into the holding unit (400) to hold the concrete anchor (300). An outer formwork (210) is placed. Concrete is introduced between the inner and outer formwork (220, 210). The removable element (410) in the first end (310) or the first end (310) of the concrete anchor (300) is removed and the precast concrete segment is removed.",2014,B28B  23/00; F16B  37/08; E04H  12/12; F16B  37/0857; B28B  23/0056; B28B   1/14; B28B  23/005; E04G  21/18; F03D  13/22
468824863,ES20110807716T,Turbina eÛlica marÌtima flotante que incluye un sistema de estabilizaciÛn activo en inclinaciÛn de la gÛndola,"Turbina eÛlica que incluye una gÛndola (1) instalada sobre un m·stil (2) soportado mediante un soporte flotante, caracterizada por que la gÛndola est· articulada con relaciÛn a dicho m·stil en un plano vertical y porque incluye unos medios de correcciÛn de la inclinaciÛn de la gÛndola, unos medios de regulaciÛn autom·tica de dichos medios de correcciÛn en funciÛn de captadores de detecciÛn de los valores de correcciÛn, siendo sÌncronos dichos medios de regulaciÛn con los movimientos del soporte flotante y estando configurados para mantener la gÛndola permanentemente orientada seg˙n el eje real del viento detectado en inclinaciÛn y en azimut, y porque dicha gÛndola est· articulada y suspendida sobre un ·rbol horizontal.",2011,B63B2035/446; Y02E  10/723; B63B2017/0072; F03D   7/04; F05B2240/14; F05B2270/404; F03D   7/02; F03D   7/0204; F03D  13/25; Y02E  10/727; F05B2240/95; F05B2240/93; F05B2270/606; F05B2270/602; F05B2270/604
468871560,DK20130705382T,FremgangsmÂde til installering af et fundament i havbunden samt sÂdant fundament,NULL,2013,B63B2021/267; E02B2017/0078; F03D  13/22; F05B2240/95; E02D  27/22; E02D  27/525; E02D  27/10; Y02E  10/727; B63B  21/27; E02D  27/42; E02D  29/06; E02D  27/32; E02D  27/52; E02D  23/00; E02D  27/50
468874678,CN201620412778U,Adopt rack and pinion and bevel gear transmission to carry out magneto rheological damper that energy was gathered,"The utility model discloses an adopt rack and pinion and bevel gear transmission to carry out magneto rheological damper that energy was gathered mainly comprises generator, bevel gear, straight -teeth gear, spur rack, piston rod, attenuator end cover, attenuator cylinder body, piston head end cover, piston head, excitation coil, piston sleeve, floating piston and adjustable fender etc.. During operation, the piston rod reciprocal linear motion in the attenuator cylinder body drives the straight rack movable with adjustable fender fixed connection, through spur rack and the meshing of the straight -tooth teeth of a cogwheel, through bevel gear II and SPUR gear meshing transmission, converts the reciprocal linear motion of piston rod into the rotary motion of the axle that is connected with bevel gear I with bevel gear III, because generator rotor fixes on the output of axle, therefore the rotor also rotates thereupon. When the rotor rotated, the generator produced the electric energy, is defeated by excitation coil through the wire, played the self -power effect. The utility model discloses have the energy and gather the function, be applicable to half initiative damping system under the outage condition.",2016,Y02E  10/722; F16F   9/53; F03D  15/10; F16F   9/32
468890587,CN201620306259U,Energy -conserving room of multi -functional ecology of rotation type,"The utility model discloses an energy -conserving room of multi -functional ecology of rotation type relates to housing construction, becomes present ' dynamic house ' with traditional ' static house ', makes house and the better combination of natural environment, and free regulation can be carried out along with seasonal change and occupant's needs to the orientation, and realization ' people -> room -> natural environment ' is effective fuses, improves living comfort. It includes the basin, and it has water to annotate in the basin, the body is located in the basin to float on the surface of water, the body upper surface still is equipped with the body platform, and body axle center department is equipped with the pivot, and the pivot upper end links to each other with the body platform, and the lower extreme links to each other with the bottom of gullet, house body, house body build on the body platform, rotary driving mechanism for drive body platform revolutes the rotation of axes. Additionally, the utility model discloses still being equipped with solar and wind energy and utilizing, water cyclic utilization and sewage comprehensive utilization system etc. Have constituted the energy -conserving room of the multi -functional ecology of rotation type.",2016,E04B   1/346; B63B  35/44
468895020,CN201620278073U,Set up offshore wind turbines foundation grouting bushing structure of annular,"The utility model relates to a set up offshore wind turbines foundation grouting bushing structure of annular, including vertical steel -pipe pile and steel casing pipe, steel -pipe pile and the mutual coaxial nestification of steel casing pipe, steel -pipe pile and steel casing pipe form ring cavity between the adjacent pipe wall of nested end, a plurality of ring channels have all been offered with the steel casing pipe to the steel -pipe pile on lieing in ring cavity 's pipe wall, the ring cavity intussuseption is filled with and is used for steel -pipe pile and steel casing pipe bonding grout body as an organic whole. The utility model discloses being connected with tradition grout and comparing, the pipe wall surface smoothness is controllable, can improve and connect the resistance to compression bearing capacity, satisfies offshore wind turbines foundation grouting connection request, be connected with the grout that sets up shear key and compare, the utility model discloses simple manufacture, no welding residual stress and heat affected area, it is little to connect position stress concentration, and it can be good to connect the fatigue performance.",2016,E02D  15/04
468895074,CN201620278079U,Configuration rebar's offshore wind turbines foundation grouting bushing structure,"The utility model relates to a configuration rebar's offshore wind turbines foundation grouting bushing structure, including vertical steel -pipe pile and steel casing pipe, steel -pipe pile and the mutual coaxial nestification of steel casing pipe, steel -pipe pile and steel casing pipe form ring cavity between the adjacent pipe wall of nested end, the ligature has the reinforcing bar that is used for annular atress in the ring cavity, the ring cavity intussuseption is filled with and is used for steel -pipe pile and steel casing pipe bonding grout body as an organic whole. The utility model discloses is connected with tradition grout and compares, avoid or delayed horizontal loading under grout body radial crack appear and the development, prevent that grout body and steel -pipe pile, steel casing pipe break away from, improve the bending -resistant bearing capacity who connects, the specially adapted single pile basic with being connected of changeover portion.",2016,E02D  27/42
468895096,CN201620278078U,Offshore wind turbines foundation grouting bushing structure that mouth of pipe is strengthened,"The utility model relates to an offshore wind turbines foundation grouting bushing structure that mouth of pipe is strengthened, including vertical steel -pipe pile and steel casing pipe, steel -pipe pile and the mutual coaxial nestification of steel casing pipe, steel -pipe pile and steel casing pipe form ring cavity between the adjacent pipe wall of nested end, the ring cavity intussuseption is filled with and is used for steel -pipe pile and steel casing pipe bonding grout body as an organic whole, the steel -pipe pile all welds on the pipe wall that the mouth of pipe that lies in nested end was located with the steel casing pipe has the beaded finish. The utility model discloses being connected with tradition grout and comparing, the steel -pipe pile is strengthened with the mouth of pipe rigidity of steel casing pipe, avoids or has delayed horizontal load effect grout body radial crack appearance down, prevents that the grout body and the pipe wall of steel -pipe pile, steel casing pipe break away from, improves the bending -resistant bearing capacity who connects, and specially adapted single pile basis is connected with the changeover portion.",2016,E02D  15/04; E02D  27/42; E02D  15/06; E02D  27/52
468955820,CN201610306762,Offshore wind power negative-pressure barrel base capable of removing soil plugs,"The invention discloses an offshore wind power negative-pressure barrel base capable of removing soil plugs. The offshore wind power negative-pressure barrel base capable of removing soil plugs comprises a barrel body. A vertical barrel is arranged on the upper end face of the barrel body. A bearing table is horizontally arranged on the upper portion of the vertical barrel. The top of the barrel body is further provided with drainage holes communicating with the interior of the barrel body. Four rotary sprayers are installed on the inner top of the barrel body symmetrically through bearings. The inner ring of each bearing and a barrel body top cover are connected into a whole. Each bearing is hollow, so that a channel for the corresponding rotary sprayer is formed, and the channels are connected with the outside. The upper half portion of each rotary sprayer is a hollow short tube, and the upper end of each hollow short tube and the outer ring of the corresponding bearing are fixedly connected into a whole. The lower half part of each rotary sprayer is a semicircular disc with the hollow inside, and the planar fracture surface position of each semicircular disc is in sealed connection with the lower end face of the corresponding hollow short tube. The cavity of each hollow short tube communicates with the cavity of the corresponding semicircular disc. Water guiding tubes are arranged at the arc edge of each semicircular disc, and the included angles between the water guiding tubes and the fracture surface of the corresponding semicircular disc are 0 degree, 30 degrees, 45 degrees, 60 degrees and 90 degrees correspondingly. The water guiding pipes communicate with the cavities of the semicircular discs. The negative-pressure barrel base is simple in structure, convenient to use and capable of removing soil plugs.",2016,E02D  27/425; E02D  27/525; E02D  27/42; E02D  27/52
468955978,CN201610308046,"Negative pressure bucket applicable to ocean wind power and capable of downwards penetrating to position below sea bottom surface, and installation method","The invention discloses a negative pressure bucket applicable to ocean wind power and capable of downwards penetrating to the position below the sea bottom surface. The negative pressure bucket comprises a bucket body with a downward opening; a stand barrel is disposed in the center of the upper end face of the bucket body; a drainage hole and a plurality of uniformly distributed water inlet holes which communicate with the inside of the bucket body are formed in the positions, on one side of the stand barrel, of the upper end face of the bucket body; and a self-rotating spray nozzle is connected with the lower end of each water inlet hole inside the bucket body. The invention further discloses an installation method for the negative pressure bucket at the same time. The downwards penetrating depth of the negative pressure bucket is freely controlled within a certain range through alternate starting and stopping of an injection pump and a water suction pump. Meanwhile, when the end of the negative pressure bucket downwards penetrates to the position below the sea bottom surface, a sea bottom soil body gradually buries the end due to washing of sea bottom underflow action, so that the end is effectively utilized, and the ultimate up-lift bearing capacity and overturning resistance of the negative pressure bucket are greatly improved. According to the negative pressure bucket, the counter acting force of high-pressure water is fully utilized so as to achieve self-rotation of the spray nozzles, the range of impact of the high-pressure water on the sea bottom surface soil body is greatly widened, and local impact is effectively avoided.",2016,E02D  27/44; E02D  27/52; E02B2017/0078
468956144,CN201610307189,Method of load shedding of floating wind turbine generator system based on semi-active structure control of magneto rheological damper,"The invention discloses a method of load shedding of a floating wind turbine generator system based on semi-active structure control of a magneto rheological damper. The method includes the following steps: (1) analyzing the structure of the magneto rheological damper, obtaining a force-displacement relationship of the magneto rheological damper; (2) establishing an equation of motion of a multi-degree of freedom system of an offshore floating wind turbine generator system which is configured with the magneto rheological damper, and establishing equations of motion of the wind turbine generator system and the magneto rheological damper; (3) controlling the magneto rheological damper through a LQR controller and a Fuzzy controller so as to reduce the pitch angle of the floating wind turbine generator system and the longitudinal displacement of a nacelle. According to the invention, the method overcomes the defects of passive control and active control in structural control of a damper, requires less extra energy, requires simple apparatus and is not less susceptible to stability loss, can effectively reduce total load of the floating wind turbine generator system, guarantees stability of a platform, and further increases service life and energy quality of output electricity of a wind turbine generator.",2016,F03D   9/00; G06F  17/50; Y02E  10/723; F03D   9/30; G06Q  50/06; G06Q  10/04; Y02E  10/727; F03D   7/00
468957306,CN201610267729,Construction method of wind power low pile bearing platform foundation in intertidal zone,"The invention discloses a construction method of a wind power low pile bearing platform foundation in an intertidal zone. The construction method comprises the steps of S1, determining a central position of the wind power low pile bearing platform foundation on the intertidal zone; S2, constructing cofferdams (1) around the central position of the wind power low pile bearing platform foundation, filling the cofferdams (1) with plain soil till the plain soil is flush with the tops of the cofferdams (1), and compacting the plain soil to form an operation platform; and S3, carrying out well point dewatering on the operation platform, driving a plurality of tube piles (3) below the operation platform, digging a foundation pit (4) on the operation platform to enable the tube piles (3) to be exposed, cutting pile heads of the tube piles (3), forming a cushion layer (7) at the bottom of the foundation pit (4) through pouring, and forming a fan bearing platform (5) on the cushion layer (7) through pouring. According to the construction method of the wind power low pile bearing platform foundation in the intertidal zone, the technical scheme is ingenious, economic and practical.",2016,E02D  27/52; E02D  27/425; E02D  19/04; E02D  27/14; E02D  27/42
469050108,US201615055047,Reduced profile wind tower system for land-based and offshore applications,"A reduced profile wind tower system includes a slim cylindrical spinal core extending up vertically from a foundation. A turbine nacelle is mounted on a top end of the core. Wind turbine blades extend out from the nacelle. A plurality of axially loaded tubular arms, braced by the core, are spaced around the core and link to the core through continuous shear wings or discrete bracket assemblies. The tubular arms and shear wings extend up from the foundation. The tubular arms can be set either vertically or sloped; cables may substitute for the tubular arms; and a pontoon may substitute for an on ground foundation.",2016,E02D  27/10; F03D  13/25; E02D  27/52; F03D  13/22; Y02E  10/726; F03D  13/35; E04H  12/20; F03D   9/00; F03D  13/20; E02D  27/42
469108292,PT20110807716T,FLOATING OFFSHORE WIND TURBINE WITH A SYSTEM OF ACTIVE STABILISATION OF THE INCLINATION OF THE NACELLE,NULL,2011,F05B2270/606; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2240/93; F05B2270/602; F05B2270/604; Y02E  10/727; B63B2017/0072; B63B2035/446; F03D   7/04; F05B2270/404; Y02E  10/723; F05B2240/14; F05B2240/95
469108312,PT20130720466T,WIND TURBINE ON A FLOATING SUPPORT STABILISED BY A RAISED ANCHORING SYSTEM,NULL,2013,F03D  13/22; Y02E  10/727; B63B  21/50; F05B2240/97; F05B2240/93; Y02E  10/723; F03D   1/00; F03D  13/10; F03D   7/02; F03D  13/20; F03D  13/25
469276047,KR20167019320,SADDLE AND HOOK SYSTEM,"? ???, ?? ?? ??? ??? ?? ???? ?? ??? ???? ?? ?? ?? ?????, ? ?? ?? ????, - ?? ???? ???? ?? ?? ?????, ?? ?? ?? ???? ??? ?? ?? ??? ? ?? ??? ????, ??? ???? ?? ??? ??? ??? ? ??? ?? ?? ?? ???? ?? ???? ??? ??? ?? ???? ???? ?? ?? ????, - ???? ??? ??, ??? ??? ???? ?? ??? ?????, ?? ??? ????, ?? ??? ???? ??, ??? ???? ??? ???? ?? ???? ??? ???? ?? ???? ??? ???? ?? ?? ? ??? ??? ?? ?? ??? ?? ? ?? ????? ????, ??? ????, - ?? ?? ??, ??? ???? ???? ??? ????, ??? ???? ?? ??? ??? ???? ???? ?? ???? ????, ??? ??? ?? ? ???? ??? ?, ??? ???? ??? ??? ? ???, ???? ??? ?? ????? ???? ?? ??? ???? ???? ??? ???? ??, ??? ??? ?? ???? ???? ????? ???? ?????, ?? ???? ?? ???? ?? ?? ?? ???? ?? ???? ?? ?? ???? ?? ?? ?? ???? ?? ???.",2014,B63B  75/00; E02B2017/0091; E02D  27/14; F05B2240/95; E02B  17/00; B63B  35/28; B66C   1/56; E02B2017/0065; F03D  13/10; B63B  35/003; F03D  13/25; Y02E  10/727; F03D  13/22; E02B2017/0047; E02D  27/425
469381225,KR20167019527,PLANETARY GEAR WIND GENERATOR COMPRISING A PLANETARY GEAR AND USE OF A PLANETARY GEAR,"????? ??, ????? ??? ?? ?? ??? ? ????? ??? ??? ????. ?1 ??? ???? ?? ????? ????? ???? ?? ?? ?? ?? ???, ?1 ??? ???? ?1 ??? ???? ??? ????? ???? ???? ?? ?2 ??? ???? ????, ?? ?2 ??? ???? ?? ?? ?? ???? ???? ??? ??? ? ?? ??? ???? ????? ????, ?? ?2 ??? ???? ????? ?? ??? 2?? ???? ???? ???? ?1 ?? ??? ?2 ?? ??? ????, ?? ?1 ?? ??? ?1 ??? ???? ?1 ????? ???? ??? ???? ?2 ??? ???? ???? ?2 ?? ??? ?1 ??? ???? ?2 ????? ???? ??? ???? ?2 ??? ???? ????, ?? ?1 ????? ?1 ??? ???, ?? ?2 ????? ?2 ??? ???, ?? ?1 ??? ?? ?2 ??? ??? ?? ???? ?? ????? ??.",2014,F16H   1/227; Y02E  10/722; F03D  15/00; F03D  15/10; F03D  13/25; F05D2260/40311; Y02E  10/721; F03D   1/0691; F05B2260/40311; F16H   1/28; F03D   9/25
469381229,KR20167019529,PLANETARY GEAR WIND GENERATOR HAVING A PLANETARY GEAR AND USE OF A PLANETARY GEAR,"????? ?? ? ????? ??? ?? ?? ???, ?? ?? ?? ???? ????. ????? ??? ?1 ??? ???? ?? ????? ????? ???? ?? ?? ????, ?1 ??? ???? ?1 ??? ???? ??? ????? ???? ???? ?? ?2 ??? ???? ????. ?? ?2 ??? ???? ?? ???? ???? ? ?? ????. ?? ?? ?? ?1 ??? ???? ???? ??? ??? ?? ?? ???. ?? ?2 ??? ???? ???? ?1 ?? ??? ?2 ?? ??? ????. ???? ? ????? ????? ?? ??? 2?? ??? ???? ????. ???, ?? ?1 ????? ?2 ???? ?? ?? ?? ?? ??? ????.",2014,F03D  13/25; Y02E  10/722; F03D  15/00; F05B2260/40311; F16H   1/28; F05B2240/95; F05D2260/40311; F03D   9/25; F03D  15/10; F16H   1/36
469404615,US201615066995,Wind turbine parts handling method and device,At least one handling device is provided having at least one floating member with first and second mutually opposite portions between which a transitional surface at least partially extends defining an interior. The device has an offshore part receiving portion therein to at least partially receive the offshore part. The floating member is simply installed in the offshore part so that it at least partially surrounds its outer surface. The offshore part thus floats on the water for being transported to an intended destination.,2016,F03D  13/25; F05B2230/6102; Y02E  10/727; B63B  35/00; B63B  21/56; E02B  17/00; E02B2017/0039; Y02P  70/523; E02B2017/0091; F03D  13/10; F03D  13/40; B63B  35/003; E02B  17/02
469437218,DK20040721840T,VindenergianlÊg,NULL,2004,Y02E  10/727; F03D  80/00; F03D  80/30; F03D  13/25; Y02P  60/64; Y10S 415/905; A01K  61/00; A01K  61/70; F03D  11/00; F05B2240/912; F05B2240/95; Y02A  40/83
469437303,DK20130382251T,Flydende offshore-strukturer,NULL,2013,B63B2001/044; B63B   1/048; B63B  21/50; B63B   1/04; B63B   1/10; B63B   1/107; B63B  35/44; B63B  21/502; B63B2035/442; Y02E  10/727; B63B2035/446
469441846,DE20031062067,"Verfahren zur Errichtung einer Windenergieanlage, Windenergieanlage","Windenergieanlage (12) mit einem Turm (9) mit einer Turmwandung einem Eingang in dem Turm (9) und einem Raum innerhalb der Turmwandung, in welchem elektrische bzw. elektronische Komponenten der Windenergieanlage untergebracht sind, dadurch gekennzeichnet, dass der Raum, in welchem die elektronischen Komponenten untergebracht sind, eine Schleuse aufweist, welche verhindert, dass in die Windenergieanlage eindringendes Wasser und/oder beim ÷ffnen des Eingangs eindringende, salzhaltige bzw. feuchte Luft in den Raum gelangt, wobei Luft aus dem Raum bei ÷ffnung der Schleuse in die Schleuse gedr¸ckt wird, wobei der Luftdruck in dem Raum grˆfler ist, als in der Schleuse.",2003,F03D  13/20; F03D  13/25; F03D  11/00; F05B2240/95; Y02P  70/523; F03D  80/50; F03D  80/80; F03D  80/82; F05B2250/231; H01F  27/025; F03D   1/00; F03D  11/04; F05B2230/60; F05B2240/14; Y02E  10/727; F03D  13/22; F03D  13/10; F03D  80/00; F05B2260/20; H01F  27/085; F05B2260/64
469538933,ES20040721840T,InstalaciÛn de energÌa eÛlica,"InstalaciÛn de energÌa eÛlica offshore con una estructura situada por debajo de la lÌnea de flotaciÛn, la cual est· provista de una primera capa protectora que impide la penetraciÛn del agua en la estructura, en la que sobre esta primera capa protectora se aplica otra capa muy rugosa que favorece fuertemente un asentamiento de la fauna y flora marina, en tanto que est· configurada de modo que ya se pueden asentar los moluscos en menos de un aÒo.",2004,F03D  11/00; F03D  80/30; Y02A  40/83; F03D  80/00; F05B2240/912; Y10S 415/905; A01K  61/70; F05B2240/95; A01K  61/00; F03D  13/25; Y02E  10/727; Y02P  60/64
469544432,CN201610537173,Wheel direction flowing force extension flowing plate vehicle and power generation system,"The invention discloses a wheel direction flowing force extension flowing plate vehicle and a power generation system. The system comprises rotating wheels, a center shaft, a chain belt, extension plates, extension plate brackets, a frame and a power generator unit; the extension plates slidingly extend on the extension plate brackets; the chain belt drives multiple extension plate brackets, and is linked with the rotating wheels at two ends of the frame to circularly link with the extension plate brackets to form the flowing plate vehicle; under the effect of flowing force, the extension plates on one side of the flowing plate vehicle are located in a flowing stop state, and the extension plates on the other side of the flowing plate vehicle shrink in the frame and flow in the direction of a fluid, so that the stress on two sides of the rotating wheels is unbalanced to rotationally drive the power generator unit; and the system provides a submersible flow-flowing power generation scheme and large equipment for sea tides, river beds, water pipe wind ways, universal ocean current water force and universal wind power, and has the characteristics of high power, high destructive resistance and low maintenance cost.",2016,Y02E  10/725; F03B   9/00; F03B  13/00; F03D   9/25; Y02E  10/20; F03D   5/02; Y02E  10/70
469554408,CN201610469370,System and method for oil replacement of shipborne offshore wind turbine speed-changing gearbox,"The invention relates to a system and method for oil replacement of a shipborne offshore wind turbine speed-changing gearbox. The system is composed of an oil tank, a first interface box, an oil filtering module, a fresh oil injection module, a cleaning module, a multifunctional module, the gearbox, a second interface box, an oil pumping module and a flushing oil tank. The method includes four operation steps of fresh oil filtering, waste oil pumping, cleaning of the gearbox and fresh oil injection. By adopting the system and method, the speed of the oil replacement operation can be effectively increased for the wind turbine speed-changing gearbox, and meanwhile the labor cost can be greatly reduced. Besides, mechanical operation is adopted mostly, so that manual operation is reduced, and the injury and death possibility of workers can be lowered.",2016,F16N  33/00; F16H  57/04; F16N2033/005; F16H  57/0404; F16N  31/00
469561129,CN201610379997,Wind field simulation device for oceaneering model test,"The invention relates to the technical field of oceaneering, and provides a wind field simulation device for an oceaneering model test. The wind field simulation device includes a wind turbine array device and a measurement and control system, wherein the wind turbine array device includes an entrance section, a power section, a rectification section, a recurvation contraction transition section and a stable exit section; each section is mutually connected with each other through flanges; a sealing rubber gasket is arranged at each flange joint; the measurement and control system includes Pitot tubes of the stable exit section, and wind turbine units and motor units of the power section, and also includes external micro differential pressure transmitters, external frequency converters, an external data collection card and an external industrial control computer; each Pitot tube of the stable exit section is connected with an input end of each external micro differential pressure transmitter through a hollow flexible pipe; an output end of each external micro differential pressure transmitter is connected with the external data collection card and the industrial control computer through signal lines successively; and the external data collection card is connected with the external frequency converters, and the wind turbine units and the motor units of the power section successively. The wind field simulation device for an oceaneering model test has the advantages of being high in wind making quality, being lower in the cost relative to the cost of a wind tunnel, being high in convenience and applicability, and having active promotion effect on development of the oceaneering technology.",2016,G01M   9/08
469620503,DK20110193317T,Apparat og fremgangsmÂde til at drive en offshore-vindm¯lle,NULL,2011,F03D   7/04; F03D   7/028; F05B2260/96; F03D   7/0224; F05B2240/95; Y02E  10/723; F03D   7/02
469633203,US201415033653,"Support structure floating in the open sea and connected to anchors by bracing means, for wind turbines, service stations or converter stations","A support structure floating in the open sea and connected to anchors by bracing elements. The support structure has a first component arranged under water and a second component cutting through the surface of the water. Furthermore, the first component has first buoyant bodies arranged at corner points of a polygon and serving as carriers of the second component and second buoyant bodies connecting them with one another and having a tube shape. A nodal structure connecting at least two second buoyant bodies with one another and at least one U-shaped junction plate are arranged in the first buoyant body. The nodal structure is simultaneously the carrier for a tube-shaped support element and is therefore a node of the underwater support structure that absorbs and channels off forces in connection with the junction plate. The second component has the tube-shaped support elements cutting through the surface of the water.",2014,E02B  17/00; B63B   1/10; B63B  35/44; B63B2035/446; E02B2017/0091; F05B2240/95; F05B2240/93; B63B   1/107; B63B  21/502; F03D  13/22; Y02E  10/727; B63B  21/50; F03D  13/20; F03D  13/25
469633714,US201615072410,Hoisting systems and methods,"Hoisting systems are provided for mounting a hub on top of a tower, the hub carrying a first and a second blade forming a bunny ears configuration, and a third blade. The system comprises a crane for pulling up the hub to the top of the tower, and a blade support for supporting the third blade at a supported blade portion. The system further comprises a hub-blade coupling device configured to assist in coupling a root portion of the third blade to a coupling portion of the hub. The hub-blade coupling device comprises a hub mount structure configured to be removably fixed to the hub, a blade mount structure configured to be removably fixed to the third blade, and a connector rotatably coupling the hub mount structure and the blade mount structure. Methods are provided of mounting a hub on top of a tower by using any of said systems.",2016,F03D   1/00; F03D  13/10; F03D  13/40; B66C  23/185; F05B2240/95; Y02P  70/523; F05B2230/6102; Y02E  10/727; B66C   1/62; B66C  23/18
469686451,CN201620178836U,Vertical scroll aerogenerator of automatic switching of blade,"The utility model belongs to the technical field of wind power generation equipment, in particular to vertical scroll aerogenerator of automatic switching of blade, set up on ground including anchor, the last setting of anchor is acted as go -between, the staple bolt is connected to the other end of acting as go -between, the staple bolt sets up in the pole setting, the pole setting upper end sets up the impeller shaft, disc about setting up on the impeller shaft, the bottom surface fixed blade support of upper and lower disc, set up the wind -force board on the blade support, the wind -force board includes two blades and a pivot, two one in blades are the fixed blade, one is the moving vane, moving vane about shaft rotation, the central point in the outer end sideline of blade support puts and sets up the suspension wire, the other end setting of suspension wire is in the impeller shaft the top, the utility model discloses compare the automatic switching of having realized the blade with current aerogenerator, the cost is reduced has improved the generating efficiency.",2016,F03D   9/25; F03D   3/06; Y02E  10/74
469781252,KR20150050907,AN APPARATUS FOR FASTENING OFFSHORE WIND TOWER ON THE SHIP,"According to the present invention, an apparatus for fixing an offshore wind power tower fixes an offshore wind power tower while erecting the offshore wind power tower on a ship to transport the offshore wind power tower, and comprises: a fixing body provided with a fixing groove vertically formed in the middle thereof to insert and arrange a pillar of the offshore wind power tower, and installed on a bottom surface of the ship; and two or more fixing arms which are arm-shaped members installed on the fixing body to form a prescribed angle therebetween around the fixing groove, have a lever protruding on lower ends thereof in a prescribed angle and a seating unit disposed on upper ends thereof to enclose a prescribed portion of the pillar of the offshore wind power tower, and are erected by a downward movement of the lever to allow the seating unit to enclose the pillar of the offshore wind power tower if the pillar of the offshore wind power tower is inserted into the fixing groove while the lever is laid to face upwards.",2015,B63B  35/00; B63B  17/00
469800958,KR20150057105,SUBMARINE STRUCTURE CONSTRUCTION METHOD USING HINGE TYPE HEAD FIXING APPARATUS,"The present invention relates to a construction method for a foundation unit of a marine wind power generation structure using a device with a rotation head, capable of efficiently integrating a head of a pile to a marine foundation unit when the marine wind power foundation unit of a large structure such as a marine window power generator is fixed and constructed onto a submarine ground, wherein the construction method for a foundation unit of a marine wind power generation structure can sufficiently obtain a load support capacity and enables rapid construction of a foundation structure on the ground (including the inside of the water). The device with the rotation head includes: a pile head inserted into an upper expandable through hole; multiple expansion rods passing through the through hole of the pile head, wherein one side is extended to the upper expandable through hole and the other side is extended into the pile head; a hinge anchoring unit connected to the end of the expansion rod by a hinge; and a vertical rod extended to the upper part of the pile head by being connected to the hinge anchoring unit.",2015,E02D  27/42; E02D  27/52; E02D  27/50
469800960,KR20150057123,SUBMARINE STRUCTURE CONSTRUCTION METHOD USING ROTATION TYPE HEAD FIXING APPARATUS,"The present invention relates to a construction method for a foundation unit of a marine wind power generation structure using a device with a rotation head, capable of efficiently integrating a head of a pile to a marine foundation unit when the marine wind power foundation unit of a large structure such as a marine window power generator is fixed and constructed onto a submarine ground, wherein the construction method for a foundation unit of a marine wind power generation structure can sufficiently obtain a load support capacity and enables rapid construction of a foundation structure on the ground (including the inside of the water). The device with the rotation head includes: a pile head inserted into an upper expandable through hole; multiple expansion rods passing through the through hole of the pile head, wherein one side is extended to the upper expandable through hole and the other side is extended into the pile head; a hinge rotation anchoring plate connected to the end of the expansion rod by a hinge; and a vertical rod extended to the upper part of the pile head by being connected to the hinge rotation anchoring plate.",2015,E02D  27/50; E02D  27/42; E02D  27/52
469805296,CN201620157159U,Defeated oil pipe's of on -board marine wind power equipment of changing oil connect protection device,"The utility model discloses a defeated oil pipe's of on -board marine wind power equipment of changing oil connect protection device, the equipment of changing oil is including changing oil ship and by adding oil pipe and taking out the defeated oil pipe that oil pipe constitutes, it includes that first section adds oil pipe and the second section adds oil pipe to add oil pipe, it includes that oil pipe is taken out to first section and oil pipe is taken out to the second section to take out oil pipe. The connect protection device adds oil pipe and second in first section and adds and add oil pipe connect protection device and setting between the oil pipe and take out oil pipe and second first section and take out and take out the oil pipe connect protection device between the oil pipe including setting up, add the oil pipe connect protection device and take out the oil pipe connect protection device and include quick change coupler respectively and install the sensor on quick change coupler, sentinel and the receiver of serving in quick change coupler's negative and positive is installed to the sensor with including the one -to -one. The utility model discloses a connect protection device has the high reliability, avoids the characteristics of maloperation, has stopped lubricating oil leakage to marine and arouse environmental pollution's phenomenon, the conveniently work of changing oil.",2016,F16H  57/04; F16N  31/00; F03D  80/70; F16N  21/00; Y02E  10/722; F03D  80/50
469805393,CN201620160084U,Wind turbine generator system power sloping cam plate reinforcement formula arresting gear that asks for,"The utility model provides a wind turbine generator system power sloping cam plate reinforcement formula arresting gear that asks for, by the transmission shaft, calliper float, the fixed bolster, a reset spring subassembly, the 2nd reset spring subassembly, electromagnetic clutches, first gear, the second gear, the secondary shaft, the primary shaft, first inclined plane diskware, second inclined plane diskware, the brake disc, first friction disc, the second friction disc, an inverter, the control unit constitutes, the kinetic energy of make full use of final drive, through getting power mechanism, conversion of motion mechanism realizes the braking, do not need the extrinsic motive source. The utility model has the advantages of compact structure is simple, energy -conservation is high -efficient, the installation is convenient, response speed is fast.",2016,Y02E  10/723; F03D   7/00
469892547,CN201620243485U,Novel ocean environmental protection power generation system,"The utility model discloses a novel ocean environmental protection power generation system, including power transmission line, lightning rod, iron tower, support frame, base, wind -powered electricity generation machine, fan blade oar, pillar, deep sea post stake, waterwall, the hole that leaks, waterleaf oar, solar energy electroplax and mounting bracket, the upper right side -mounting of power transmission line has the lightning rod, and the downside of lightning rod passes through iron tower and support frame and link to each other, the base is located the downside of support frame, and wind -powered electricity generation seat in the plane in the upper right side of base, the fan blade oar is installed on the right side of wind -powered electricity generation machine, and the left downside of fan blade oar installs the pillar, the downside of pillar is provided with deep sea post stake, and the both sides of deep sea post stake are provided with the waterwall, the centre of waterwall is provided with the hole that leaks, and the waterleaf oar is located the middle part in the hole that leaks, the upper right side -mounting of waterleaf oar has the solar energy electroplax, and the mounting bracket is located the downside of solar energy electroplax, and this novel ocean environmental protection power generation system can realize in all weather intermittent type electricity generation, and is energy -concerving and environment -protective pollution -free, and the cost is lower.",2016,H02K   7/18; H02S  10/12; Y02E  10/725
469958513,CN201410641851,A stable power generation method for converting multiple kinds of ocean energy into usable electric energy,"The invention relates to a stable power generation method for converting multiple kinds of ocean energy into usable electric energy. The devices employed in the method include an auxiliary oil tank, a wind wheel, a coupling, a constant delivery pump, a check valve, an energy stabilizing device, a flow valve, a hydraulic constant displacement motor, a common alternating current generator, an electromagnetic overflow valve A and an electromagnetic overflow valve B. The constant delivery pump is connected to the auxiliary oil tank and the coupling is connected to the constant delivery pump; the coupling is connected with the wind wheel; a pipeline on the other end of the constant delivery pump is connected with the check valve; the energy stabilizing device is connected to a pipeline on the other end of the check valve; the energy stabilizing device is connected with the electromagnetic overflow valve A and the electromagnetic overflow valve B; the flow valve is connected to a pipeline of the other end of the energy stabilizing device; the flow valve is connected with the hydraulic constant displacement motor; the hydraulic constant displacement motor is connected with the common alternating current generator. The method can convert unstable ocean energy into usable electric energy, is simple and feasible, reduces the production and power generation costs, increases the ocean energy utilization rate and is wide in application range.",2014,F03D   9/00; F03D   9/16; Y02E  10/725; Y02P  80/158; F03B  13/14; H02S  10/12; Y02E  60/16; F03B  13/00; Y02E  10/38; H02S  10/10
469967145,JP20160537137,???????????????????????????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,E02D   7/02; E02D2600/10; E02D   7/00; E02B2017/0091; E02D  27/16; E02B2017/0043; E02D  13/04; E02D  27/42; E02D2220/00; E02B  17/02; E02D  27/12; E02D  27/525; F03D  13/25; E02D  27/32
469967157,JP20160516071,????????????????????????????????????,?????20???????20??????????????????30?????30??????????30????????????????????????????????????50?????????????30?????????????50???20??????????1??????60???????????????????????????10???20??3?????20a?20b?20c????3?????20a?20b?20c????1?????20a??????20b?20c????????????20a?20b?20c?Y??????????????????30?????20a?20b?20c?????20d??????20??????????????????????????????20a??????60???????30?????????????50??????????????1,2015,B63B   1/125; B63B2001/128; B63B2035/446; F03D  13/22; Y02E  10/721; B63B  21/50; F03D   1/0675; F03D  13/10; B63B  35/44; F05B2240/95; F03D  13/25; F05B2230/60; F05B2240/93; Y02E  10/727; B63B  21/26; B63B2021/203; F03D  13/20; Y02P  70/523; B63B  21/20
469971727,TW20143145323,Method for evaluating offshore wind power workboat hanging and transport safety,"Disclosed is a method for evaluating offshore wind power workboat hanging and transport safety. It comprises the steps of analyzing transport pattern, evaluating crane energy, preparing wind turbine, and loading allocation. Accordingly, pre-assembly and mounting mode can be integrated in accordance with factors of shipping transport cost generated by wind field offshore distance, and load and lifting energy of installation boat for evaluating floating body basic performance requirements such as displacement and carrying capacity. Thereby the safety of offshore operation safety can be ensured.",2014,G06Q  50/02
470010964,CN201480069336,SADDLE AND HOOK SYSTEM,"The invention relates to a pile upending system for upending a pile such as a monopile for the foundation of offshore wind turbines, the pile upending system comprising; - a pivotally mounted pile support frame having a seat for engaging an outside wall of a pile, the pile support frame being pivotable around a support frame axis of rotation for allowing the seat to support the pile during upending, - a cable system for supporting an, in use outboard, end of a pile, comprising one or more tensioned or tensionable cables having an outboard end provided with a hoisting member for supporting the outboard end of the pile during upending of said pile, - an outboard support system comprising a frame member for, in use, extending outboard and supporting the hoisting member of the cable system, wherein the outboard support system is arranged with respect to the pile support frame such that the frame member extends transverse with respect to the support frame axis of rotation for arranging the hoisting member at a distance from the seat and aligned with the seat such that a pile may engage the hoisting member upon longitudinal movement of the pile along the seat.",2014,E02B2017/0091; F03D  13/22; E02D  27/14; B63B  35/28; F03D  13/25; B63B  35/003; B66C   1/56; B63B  75/00; Y02E  10/727; F05B2240/95; E02B2017/0047; E02B2017/0065; E02D  27/425; F03D  13/10
470015787,CN201480066890,Cantilevered sail rig,"The invention relates to a wind powered craft carrying a generally vertical mast which is rotatable about its vertical axis, having a sail carried by the mast with its bottom edge attached in proximity to the bottom of the mast and extending to an attachment point in proximity to the top of the mast. A generally horseshoe-shaped member having an open end is and extending around said mast. The mast is rotatable within the horseshoe-shaped member. A bearing supported stationary member at the top of the mast is carried by the mast while allowing the mast to rotate. A support stay runs from the horseshoe-shaped member to the bearing supported member to support the horseshoe-shaped member. Additional stays are attached to the horseshoe-shaped member and splayed to attach to opposed sides of the hull of the watercraft. The sail is reefed around the mast through the open end of the horseshoe-shaped member.",2014,C07K2317/34; A61K  39/3955; B63B  15/02; B63B2015/005; C07K2317/76; A61K  39/39; A61K2039/505; B63B   1/121; B63H   9/1035; C07K2317/92; B63H   9/08; B63B2001/123; B63H   9/06; C07K  16/40
470031030,EP20160306184,"METHOD FOR INSTALLING AN ELONGATE ELEMENT FORMING A WIND TURBINE, IN PARTICULAR A WIND-TURBINE TOWER","L'invention concerne un procÈdÈ pour la pose d'au moins un ÈlÈment allongÈ constitutif d'une Èolienne, en particulier un m‚t d'Èolienne ( E1 ). Ce procÈdÈ de pose comprend au moins une opÈration de manoeuvre en translation verticale dudit au moins un ÈlÈment allongÈ ( E1 ) qui est effectuÈe au moyen d'un dispositif de manoeuvre (5) adaptÈ au serrage et ‡ l'avancement contrÙlÈs dudit ÈlÈment allongÈ ( E1 ). Ce dispositif de manoeuvre (5) comprend au moins un ch‚ssis annulaire (6) qui porte plusieurs caissons de guidage (7) agencÈs autour d'un axe de passage ( P' ), lesquels caissons de guidage (7) comprennent chacun une chaÓne de guidage comportant un brin frontal pour prendre appui sur ladite surface pÈriphÈrique cylindrique (E11 ) dudit ÈlÈment allongÈ ( E1 ). Cette au moins une opÈration de manoeuvre en translation verticale est obtenue par un cheminement synchrone, et dans un mÍme sens, desdits brins frontaux.",2016,B66D   3/003; F03D  13/40; B63B  35/00; B66D   3/00; F03D  13/10; Y02E  10/727; B63B  35/003; B63B  27/10; F03D   1/00; B63B2035/446
470057099,TW20154220474U,Offshore construction systems for wind farms,NULL,2015,G06Q  50/00
470061920,TW20154143013,Operating methods of offshore construction systems for wind farms,"Operating methods of offshore construction systems for wind farms are provided. The operating methods comprises steps of providing an electronic chart, a wind power database, and at least one geographic database to a primary database, and steps of merging the wind power database and the at least one geographic database onto the electronic chart. More particularly, the wind power database comprises at least one high power region and at least one low power region, and each geographic database comprises at least one positive region and at least one negative region.",2015,G01W   1/02; G06Q  50/06
470098622,CN201380078259,Offshore wind power generator device and oil-immersed transformer used in same,"In offshore wind power generator devices, with the objectives of safety and the suppression of loss during power transmission, there is the requirement of installing a transformer within the offshore wind power generator devices. When doing so, an increase in cooling performance of oil-immersed transformers used in the offshore wind power generator devices is called for. To solve the problem, an oil-immersed transformer housing in a tank a core, a coil, and insulating oil that cools and insulates the core and coil is installed below the sea surface within a wind power generator device, and the structure is such that the tank is immersed in liquid. As a result, greater compactness of the oil-immersed transformer and the offshore wind power generator device is possible by means of increasing the cooling performance of the oil-immersed transformer used in the offshore wind power generator device.",2013,F03D  13/25; Y02E  10/727; F03D  80/60; F05B2240/95; F03D  80/00; F03D  80/82
470117577,EP20150887350,GRAVITY FOUNDATION FOR THE INSTALLATION OF OFFSHORE WIND TURBINES,"A gravity-based foundation for the installation of offshore wind turbines, manufactured in a floating dock for towing to the final destination thereof, where it is anchored and finally completely submerged below sea level, comprising a concrete floating caisson (1), in the shape of a prism, with a hexalobular base, divided into several cells (18) by at least one partition (14) with a significantly circular cross section, concentric with a central cell (16), determining inner vertical cells (18) interconnected with each other and with the exterior; which is closed at the top by means of a cover (2) or covers (2a) that are removed once the foundation is anchored before being filled with a ballast material.",2015,E02B2017/0091; F05B2240/95; F05B2250/141; E02B2017/0069; E02D  27/425; E02B  17/0004; E02B  17/02; E02B  17/024; F05B2240/97; E02D  27/42; E02B  17/00; F03D  13/25
470139269,KR20140123722,Offshore wind power equipment of floating type,"The present invention provides a floating-type offshore wind power generator which comprises: a main floating body having buoyancy to float on the sea and having a space unit in the center; an auxiliary floating body combined with and installed on the main floating body by being inserted into and arranged in the space unit of the main floating body and to have buoyancy; multiple wind power generators vertically installed on the top of the auxiliary floating body to produce power; a position control means connected to and installed on the main floating body to control the position of the main floating body; an unrest suppressing means connected to and installed on the main floating body to absorb the waves on the sea and to keep the balanced state of the main floating body; and an offshore connecting unit connected to and installed on the main floating body to let the ship be anchored on the sea. Therefore, the floating-type offshore wind power generator of the present invention absorbs the waves generated on the sea by vertical reciprocating kinetic energy generated by the position control means and the unrest suppressing means by installing multiple wind power generators on the space unit of the main floating body, and makes it possible to make a wind power generation stable by preventing unwanted movement of the main floating body due to the impact of waves and keeping the balanced state.",2014,B63B  35/44; B63B2039/067; B63B   1/041; B63B  21/00; B63H  25/42; F03D  15/10; Y02E  10/38; F03D  13/25; Y02E  10/727; B63B  35/00; B63B2035/446; B63B2039/105; F03B  13/14; Y02E  60/16; B63B2035/4466; B63B2039/063; F03D   9/00; Y02E  10/725; B63B  39/06; B63B2039/068; B63B2039/065; F03D   9/12
470145939,JP20150054554,OFFSHORE WIND TURBINE INSTALLATION METHOD,"PROBLEM TO BE SOLVED: To provide an offshore wind turbine installation method capable of reducing work expenditures not using SEP but using a fixed type lift work table.SOLUTION: On a work table 5 are installed separated towers 14, a nacelle 15 and blades 17. A lift work table 1 is placed on floaters 9 under a state in which lift legs 3 are not reached to a water bottom 19, towed while being floated on the water surface 21 and transported to a prescribed water area. Then, the lift legs 3 are lowered down to the water bottom 19 with lifting devices 7 and supported at the water bottom 19, the work table 5 is lifted up to a prescribed level on the water surface 21. Additionally, the floaters 9 are removed from the lift legs 3 and moved out of the prescribed water area. Then, a pile 25 is driven into the water bottom 19 under application of a jib crane 11 installed on the work table 5 while a recess part 23 at the work table 5 is applied as a work space, the divided towers 14 are connected in sequence on the piles, the nacelle 15 and the blades 17 are connected on the towers 14 to complete an offshore wind turbine.SELECTED DRAWING: Figure 1",2015,F03D  13/20; B63B  35/00; F03D  80/00; Y02E  10/722
470157510,KR20140123721,Offshore wind power equipment of floating type,"The present invention provides a floating-type offshore wind power generator which comprises: a main floating body having a buoyancy to float on the sea; a wind power generator vertically installed on the top of the main floating body to generate power; an auxiliary floating body connected to and installed on the bottom end of the wind power generator to be vertically extended toward the bottom of the main floating body and to have buoyancy; a position control means connected to and installed on the main floating body to control the position of the main floating body; and a position control means connected to and installed on the main floating body to absorb the waves on the sea to maintain the balanced state of the main floating body. Therefore, the floating-type offshore wind power generator of the present invention absorbs the waves generated on the sea by vertical reciprocating kinetic energy generated by the position control means and the unrest suppressing means by installing the wind power generator on the main floating body, and makes it possible to make wind power generation stable by preventing unwanted movement of the main floating body due to the impact of waves and keeping the balanced state.",2014,B63B  35/00; Y02E  10/38; Y02P  70/523; B63B  39/06; F03B  13/14; F03D   9/00; Y02E  10/725
470241206,CN201620189036U,Marine type wind power generation transformer substation of container formula,"The utility model discloses a marine type wind power generation transformer substation of container formula, this transformer substation's container divide into and is provided with the high -voltage board, the first cavity of UPS and battery, be provided with transformer cabinet's second cavity, be provided with the low -voltage cabinet, column foot transformer cabinet's third cavity, the container volume has been reduced, and the safety performance is improved, the be convenient for maintenance in later stage, be provided with water cooling system between second cavity and third cavity, utilize the empty radiating mode of empty water, heat dissipation that can be more abundant. The shell surface is provided with from inside to outside in proper order the anticorrosion coating who comprises epoxy zinc rich primer, epoxy cloud iron lacquer, polyurethane finish, fluorine carbon thermal barrier coating material, and the shell bottom is provided with the fretwork layer that is used for the cable to walk the line in addition, makes the winding displacement more reasonable, the convenient maintenance.",2016,H02B   1/56; H02B   7/06; H02B   1/46
470259263,CN201510081532,Rotating device capable of changing blade-paddle angles,"The invention discloses a technical principle and a specific implementing device of a rotating device capable of changing blade-paddle angles. The rotating device capable of changing the blade-paddle angles is mainly characterized in that the angle orientations of blade paddles installed on a blade-paddle shaft rotating device can be adjusted and changed. Two types of changing the blade-paddle angles include the whole changing type of the blade-paddle angles at the fixing ends of the blade paddles and the changing type of the blade-paddle angles at the local positions. The rotating device capable of changing the blade-paddle angles can be used for active rotating devices capable of rotating the blade paddles to generate the effect on some substances, and can also be used for passive rotating devices capable of pushing the blade paddles to rotate through some substances in movement, and special application examples comprise wind-power hydroelectric generation, ship propulsion, aircraft propulsion, stirring, processing, pushing, throwing and striking of gas, liquid, slurry, particles and materials and devices for pushing the blade paddle to rotate with gas, liquid, slurry, particles and materials. The technology and the method of the rotating device capable of changing the blade-paddle angles are wide in application in the multiple fields.",2015,B64C  11/30; Y02E  10/721; F03D   1/06; F03D   3/06; B63H   3/00; Y02E  10/223; F03B   3/14; Y02E  10/74
470290595,CN201610554264,Wave and wind energy combined generating set,"The invention relates to the technical field of utilization of renewable energy sources and discloses a wave energy and wind energy combined generating set. The wave energy and wind energy combined generating set comprises a wave collecting system, a wave energy and wind energy conversion system, a gear transmission system, a generator set and a rotary lifting system. The wave collecting system is used for collecting and introducing wave, the wave energy and wind energy conversion system respectively drives a wave force driving shaft and a wind power driving shaft to rotate by virtue of a wave generating impeller and a wind power generating impeller, and the gear transmission system realizes conversion of mechanical energy to electric energy by virtue of a wave axial cone ratchet wheel and a wind axial cone ratchet wheel, so that the generator set generates electricity; and the rotary lifting system enables the whole device to rotate and lift according to different water levels and waves, and position of a water collecting ramp is adjusted, so that the whole device can collect the waves as many as possible. The wave energy and wind energy combined generating set has the advantages that wave energy and wind energy are complementary and drive the same generating system, so that low-cost development and high-efficiency utilization of ocean energy resources can be realized, the position can be adjusted according to different sea conditions, and energy absorption in effective spatial range is improved.",2016,F03D  15/10; Y02E  10/22; F05B2220/706; F05B2260/4031; Y02E  10/226; Y02E  10/722; E02B   9/02; F03D   9/25; Y02E  10/38; F03B  13/14; F03B  11/00; Y02E  10/725
470339547,ES20150030306,Sistema para la producciÛn de hidrÛgeno a partir del agua marina,"Sistema para la producciÛn de hidrÛgeno a partir del agua marina, que comprende un buque (1) provisto de velas (2); al menos una turbina (3) dispuesta debajo del buque que se hace girar por el agua que fluye a travÈs de la misma cuando el buque se mueve en relaciÛn con el agua; un generador elÈctrico (4) para convertir en electricidad la rotaciÛn las turbinas; un sistema de generaciÛn de hidrÛgeno (5) para producir hidrÛgeno a partir de la energÌa elÈctrica generada por el generador; y medios almacenamiento (6) de hidrÛgeno. Las velas son velas de perfil configurable entre una posiciÛn no operativa replegada, y una posiciÛn operativa desplegada, en la que determinan el perfil de la vela. Las velas comprenden elementos de vela (24) inflables individualmente entre una posiciÛn replegada, correspondiente dicha posiciÛn no operativa replegada, y una posiciÛn desplegada, correspondiente a dicha posiciÛn operativa desplegada de la vela de perfil configurable.",2015,B63H   9/061; C02F   1/46104; F03D   9/00; B63B  35/44; B63H  21/20; B63H   9/0615; C25B   1/04
470356447,CN201620484787U,Marine wind power installs multifunctional platform,"The utility model provides a marine wind power installs multifunctional platform, include: the platform main part, the spud leg, location and this platform main part of support, elevating gear connects this platform main part and spud leg, turn around the propeller entirely, set up in the bottom of this platform main part, assist the hoist around stake formula owner's hoist with around the stake formula, all set up in this platform main part. The utility model discloses offshore wind farm operation area shifting berth and quick dynamic positioning can be realized to the fan mounting platform of the present existing function singleness of marine wind power installs multifunctional platform substituted.",2016,B63B  35/44
470358037,CN201620493098U,Offshore wind power generation unit is boarded and is used device,"The utility model discloses an offshore wind power generation unit is boarded and is used device, it includes the perpendicular cat ladder of unit, still includes airstair, damping platform, the one end of airstair is loaded on the hull, is equipped with the damping platform between airstair and the loading hull, and the other end and the perpendicular cat ladder of unit of airstair are connected, , it is the auto -lock that the other end of airstair is connected with the perpendicular cat ladder of unit. The utility model discloses owing to be equipped with the damping platform at airstair and loading between the hull, and being connected between airstair and the perpendicular cat ladder of unit be seamless auto -lock to not only guarantee the equilibrium of airstair, also increased the reliability of airstair, the whole device simple structure that boards, the cost is lower.",2016,B63B  27/14; B63B  27/30
470364361,CN201620442308U,Offshore wind turbines online running condition assessment system,"The utility model discloses an offshore wind turbines online running condition assessment system, including data acquisition module, NI master control treater and host computer display module, the host computer display module is connected with NI master control treater, data acquisition module includes gear box operation data acquisition module, generator operation data acquisition module, cabin operation data acquisition module and switch board operation data acquisition module, gear box operating data collection module, generator operating data collection module, cabin operating data collection module and switch board operating data collection module are connected with NI master control treater respectively. The utility model discloses an its offshore wind turbines online running condition assessment system who provides has realized the monitoring to offshore wind turbines running state, and in time monitor wind turbine generator system and subsystem running behaviour provides monitor information. To saving operation expense, the operation of guarantee wind turbine generator system safety and stability has important realistic meaning.",2016,F03D  17/00
470380247,CN201620296853U,Air cooling equipment for wind generating set,"The utility model discloses an air cooling equipment in wind generating set, the power distribution box comprises a box body, the left surface upper portion of box is equipped with the intake pipe, the right flank middle part of box is equipped with the outlet duct, this air cooling equipment for wind generating set increases the equipment that follows annular spraying water and cools off fast the fin, utilize the wind energy to take away the heat, quick good heat dissipation, can have generating set now to radiating demand by the fully provided, the air inlet is equipped with the filter screen, the unexpected entering of floater in the air prevent, cause the inside damage of equipment, be equipped with heat radiation fins on the fin, thereby enlarging the contact are, the heat radiation performances are enhanced, the water of filter in to the drain pipe filters, reduce the dirty degree of cooling water, be convenient for recycle, practice thrift the water source, when level switch detects the water level and is less than the warning value, the controller can be opened solenoid electric valve, supply the moisture of evaporation, whole device simply uses, and popularization is facilitated.",2016,F03D  80/60; Y02E  10/722
470385688,CN201620279261U,Marine semi -submerged body electricity generation formula wave absorption wall,"The utility model belongs to ocean engineering or exploitation of marine energy field, especially a marine semi -submerged body electricity generation formula wave absorption wall, including wind power generation set, pilot lamp, flotation tank, flotation tank obturator, wave -power generation device, mooring system, drainage assembly, cable and battery. The contained angle that its characterized in that, flotation tank met between sea slope and the horizontal plane is between 30~35, and its principle is that the wave climbs at the domatic water that gushes, turns into the potential energy with the wave energy, turns into the electric energy with the potential energy through wave -power generation device, realizes the energy conversion when playing good wave absorption effect, and wind power generation set also produces the electric energy in addition, finally stores in the battery through the cable, and simultaneously, the signal lamp has indicates and early warning function. The wave absorption flotation tank is whole to be floated in the surface of water to use mooring system to be fixed in the seabed. The utility model discloses easily installation and removing had not only alleviateed the wave calamity but also the make full use of wave energy, had wide market prospect.",2016,F03B  13/22; F03D  13/25; Y02E  10/727; B63B  35/44; E02B   3/04; F03D   9/11; Y02E  10/38
470404782,KR20150079665,HYBRID TYPE CONCRETE FOUNDATION OF OFFSHORE WIND TURBINE USING COMPOSITE OF CONCRETE AND STEEL SLEEVEE AND FABRICATION METHOD THEREOF,"According to the present invention, disclosed is an offshore wind power generation concrete foundation. The offshore wind power generation concrete foundation according to the present invention is installed on the ocean floor to support an upper structure constituted with a nacelle for offshore wind power generation, a blade and a tower, and includes: a concrete structure comprising multiple shaft holes formed to be arranged in an equal interval on an outer circumference of a block type body; a steel pipe post installed on the ocean floor by being inserted to penetrate the shaft hole to support the concrete structure under the state of being fixed to the ocean floor; and a connector member for dissimilar materials synthesis and reinforcement which is installed to be intervened between the shaft hole and the steel pipe post to form a synthesized structure of the concrete structure and the steel pipe post. According to the same configuration, the present invention can provide a new style of offshore wind power generation concrete foundation which is optimized to secure durability easily by increasing resistance against deformation and vibration and fatigue strength and corrosion, and also is very economical by being able to reduce manufacturing costs sharply by a dissimilar material synthesis structure of the concrete and the steel.",2015,E02D  27/42
470404965,KR20150079669,CONCRETE FOUNDATION HAVING PRESTRESS TENDON ARRAY STRUCTURE FOR OFFSHORE WIND TURBINE,"According to the present invention, disclosed is an offshore wind power generation concrete foundation. The offshore wind power generation concrete foundation according to the present invention comprises: a concrete structure having a structure comprising multiple shaft holes on an outer circumference of a block type body or comprising multiple leg flanges comprising the shaft holes protruding radially; a steel pipe post installed on the ocean floor by being inserted into the shaft hole to support the concrete structure under the state of being fixed to the ocean floor; and multiple tendons which are installed to be connected to an anchorage in a horizontal state around each shaft hole by a connection part of the concrete structure and a prestress reinforcing unit to reinforce the concrete structure. According to the same configuration, the offshore wind power generation concrete foundation can improve safety, durability and economic feasibility of the concrete structure effectively since the concrete foundation can maintain tensile stress concentrated at the concrete structure and the connection part between the concrete structure and the steel pipe post in a compression stress state.",2015,E02D  27/42
470433103,CN201520863275U,Carry special boats and ships of formula king -post position control offshore wind power generation machine installation backward,"The utility model provides a carry special boats and ships of formula king -post position control offshore wind power generation machine installation backward, includes: the hull, it possesses the thrust device, fixed knot constructs the thing through using the groove, its form in the symmetry type ship body, the end is formed with the opening in the front, protal frame, it comprises a pair of supporting part and horizontal support portion, lower part braced frame, its edge supporting rail lateral shifting, vertical frame, its lower part braced frame goes up integrative ground or can combine on dismouting ground, main fall block, its along vertical frame goes up and down, the upper portion handle part, its combine in the upper portion of main fall block forms, controls the 1st place of aerogenerator's king -post, the heavy burden of bearing aerogenerator, the lateral shifting coaster, its along lateral shifting is carried out along horizontal the 3rd track that forms in main fall block lower part, the lower part handle part, its install in the lateral shifting coaster is controlled and is compared the king -post the 1st place is the below part more.",2015,Y02E  10/727; B63B  35/00
470478800,CN201610430087,Protection device of offshore wind turbine generator system tower foundation,"The invention provides a protection device of an offshore wind turbine generator system tower foundation. The protection device comprises a protection cylinder coating the outer periphery of the foundation; a cavity is formed between the protection cylinder and the foundation for storing a solid material; the bottom of the protection cylinder is fixed on a seabed, and is provided with an opening; the top of the protection cylinder is fixed at the bottom of a worktable; and the worktable is provided with at least one feed port for charging the solid material. The protection device of the offshore wind turbine generator system tower foundation can effectively make up the influence of seabed scouring on the ground around the foundation, forms effective protection for seabed scouring, stably fixes the foundation in the sea, reduces maintenance of the foundation, and effectively prolongs the service life of the foundation.",2016,F05B2240/95; Y02E  10/727; F03D  13/25; F05B2240/97
470499706,CN201610331687,Typological structure comprehensive evaluation method for current collection system of offshore wind plant,"The invention discloses a typological structure comprehensive evaluation method for a current collection system of an offshore wind plant. The proportions of economy evaluation and reliability evaluation of the typological structure can be adjusted according to requirements of evaluators for comparing a plurality of design schemes of the current collection system of the offshore wind plant. In order to facilitate the evaluation of the design schemes of the current collection system of the offshore wind plant, the invention evaluates the design schemes with a hundred-mark system and in a weight form. After an economy model and a reliability model of the current collection system of the offshore wind plant are constructed successfully, pre-estimation on the economic costs of the design schemes is made and the reliability indexes are calculated through analyzing fault conditions. Finally, relative economy scores and reliability scores are calculated respectively according to the weight proportion required by the evaluators, so that comprehensive evaluation scores are obtained. The scores can reflect the performance of the design schemes of the current collection system directly and provide reference for engineering design.",2016,H02J2203/20; H02J   3/00
470500722,CN201610312433,Automatic monitoring and control technology-based drilling platform propeller auxiliary anchoring positioning system,"The invention relates to an automatic monitoring and control technology-based drilling platform propeller auxiliary anchoring positioning system. The automatic monitoring and control technology-based propeller auxiliary anchoring positioning system comprises a drilling platform 2, a sensor system 3, an anchoring system 4, a wind power compensator 9, an observer 10, an anchoring monitoring system 11, a controller 13 and a propelling system 14. The sensor system 3 comprises a tension sensor 5, a compass 6, a GPS7 and a wind sensor 8. The enabling strategy of the controller is performed through monitoring the tension state of the anchoring system in real time; when the marine environment is adverse, the tension of an anchor chain exceeds the set threshold, and the condition lasts for a period of time, the controller is made to participate in positioning control of the drilling platform, to decrease the tension of the anchor chain of the anchoring system and prevent the anchor chain from being broken due to excessive tension, the auxiliary anchoring and positioning functions of propellers are fulfilled, and thus the adaptability, to the marine environment, of the drilling platform is enhanced.",2016,B63B  21/20; B63B2021/203; B63B2021/505; B63B  21/50; B63H  21/00
470511229,KR20160063387,VIBRATION CONTROL DEVICE,"The present invention relates to a vibration control device having less damping and a lower unique vibration frequency and applied to an architectural structure, a civil engineering structure, a mechanical structure such as a wind power generator, a steel tower, an antenna tower, a main tower of a bridge or the like, a control tower, a tour tower, a material handling facility or the like in a place, such as a marine wind power generator, seriously swung by wave power or the like depending on the installation position when resonance including a beginning cycle ground motion due to an earthquake, strong wind of a typhoon, vortex vibration or the like occurs. The vibration control device is remarkably displaced in a horizontal direction and has less damping and a relatively low unique vibration frequency. When a vibration input such as an earthquake, a typhoon or the like is applied from the outside to a corresponding structure, a single system or multiple systems are installed between an upper part and a lower part as a hardpan of the seriously swung structure, thereby reducing relative displacement or absolute acceleration of the structure.",2016,F16F   9/02; F16F  15/04; Y02B  10/30; F16F  15/022; F03D  13/25; Y02E  10/727; F16F   3/00; F16F  15/02; F16F   9/10
470521486,BE20160005724,EOLIENNE FLOTTANTE,"La prÈsente invention concerne une Èolienne flottante (1) comprenant : (a) des pales fixÈes ‡ un m‚t síÈtendant le long díun axe, Z, tel que líexposition des pales au vent entraÓne la rotation du m‚t autour de líaxe, Z, (b) un canal formant un serpentin síÈtendant le long de líaxe longitudinal, Z, et comprenant une ouverture amont et une ouverture avale, le canal Ètant fixÈ rigidement au m‚t de sorte que lorsque le m‚t tourne autour de líaxe, Z, le serpentin tourne en phase autour de líaxe longitudinal,(c) un palier fixÈ adjacent ‡ líouverture avale permettant la rotation du serpentin autour de líaxe longitudinal, Z, (d) un ancrage pour ancrer le palier dans le fond díun plan díeau, (e) du ballaste fixÈ ‡ une surface externe du canal.",2016,F05B2240/95; F05B2240/93; F03D   9/17; F05B2240/13; F05B2250/25; F05B2260/42; F03D  13/25; Y02E  10/727
470549721,CN201610505792,"Tower drum unit, tower drum and manufacturing method of tower drum","The invention discloses a tower drum unit. The tower drum unit comprises a drum body. The drum body is formed by concrete, at least one first rebar layer, a second rebar layer and connecting devices in an overall pouring manner, wherein the connecting devices are arranged at the two ends of the drum body. The second rebar layer is composed of multiple second rebars annularly arranged along the drum body. The second rebars have prestress. The two ends of each second rebar are mounted and fixed through locking pieces and the connecting devices at the two ends of the drum body. According to the tower drum unit, a rebar concrete annular structure and a prestress concrete technology are adopted for the drum body of the tower drum unit, the second rebars are drawn to the designed pretightening force value after fan on-site pouring is completed, the concrete is made to bear certain precompression, the tensile strength of the concrete drum body is improved, and the overall bearing capacity of the tower drum is improved. The invention further discloses a tower drum adopting the tower drum unit and a manufacturing method of the tower drum.",2016,E02D  27/425; Y02E  10/727; F03D  13/25; Y02P  70/523; F05B2240/95
470552396,CN201610505074,Mounting method of offshore wind driven generator set,"The invention provides a mounting method of an offshore wind driven generator set. The mounting method comprises the steps of fixing the wind driven generator set on the land through utilizing a fastening tooling; integrally sliding the fastening tooling together with the wind driven generator set onto a semi-submerged barge, and transporting the wind driven generator set to an offshore wind filed through utilizing the semi-submerged barge; adjusting the horizontal direction of the semi-submerged barge, and aligning the wind driven generator set to a base already mounted on an ocean in the vertical direction; and adjusting the vertical direction of the semi-submerged barge, lowering the wind driven generator set on the base, mounting and fixing the wind driven generator set and the base, and disconnecting the fastening tooling and the wind driven generator set. According to the mounting method, the fastening tooling and the semi-submerged barge cooperate to transport and mount the wind driven generator set, the fastening tooling and the wind driven generator set are integrally slid onto the semi-submerged barge from the land, and the mounting and alignment of the wind driven generator set and the base are achieved through adjusting the position of the semi-submerged barge, so that the offshore hoisting operation is avoided, professional ships are not needed, the construction risk is reduced, and the cost is reduced.",2016,F05B2240/95; F03D  13/25; F05B2230/60; Y02E  10/727
470573472,US201615180796,"Undersea cable, undersea cable installation structure, and method for installing undersea cable","Ocean floating installations (1) are disposed on the ocean. The ocean floating installations (1) float on the ocean with the lower part of the ocean floating installations (1) being fixed to the seabed by mooring ropes (11). Each of the ocean floating installations (1) is connected at a connection part (5a) to a cable (3), which is a first cable. Each of the cables (3) is connected at a connection part (5b) to a cable (7), which is a second cable. In other words, the ocean floating installations (1) are connected to each other by the cables (3) and the cable (7). A connection is established with the cables (7) at the connection parts (5b) located on the seabed. In other words, the cables (7) are installed on the seabed.",2016,F05B2240/93; H01B   7/2825; H02G   9/12; H02G   1/10; H02G   9/02; F03D   9/257; H01B   7/20; H01B   7/045; H01B   7/28; H01B   7/282; F05B2240/95; H01B   7/04; H01B   7/204; H02G  15/08; H01B   7/2806
470577108,US201315100602,"Moving window frame with multiple windows and its application in the ocean, river, and wind","This invention has to do with generating electricity by converting kinetic energy embedded in the water in motion such as ocean waves, or river flow, or wind pressure into rotational energy which is to be used to rotate the electricity generator spin axis to generate electricity. To achieve this goal, Moving Window Frame with multiple Vertical Windows and with or without a Horizontal Window is invented.",2013,F03B   9/00; F03B  13/14; F03D   9/11; F03D   9/25; Y02E  10/38; F03D   9/00; F05B2240/218; F03B  17/06; Y02E  10/28; F03D   5/02; F03B  13/10; F03B  17/066; F03B   3/12; F03B  13/141; Y02E  10/70; Y02E  10/725
470592158,CN201610590202,Offshore wind power pile foundation capable of increasing unit capacity and using method thereof,"The invention relates to the field of offshore wind power equipment, and aims at providing an offshore wind power pile foundation capable of increasing the unit capacity and a using method thereof. The offshore wind power pile foundation capable of increasing the unit capacity comprises a single pile, a basic connection section, horizontal steel pipes, inclined steel pipes and three or more vertical skirt piles. The single pile is vertically arranged. The basic connection section is fixed to the top of the single pile. The vertical skirt piles are evenly distributed on the peripheral side of the single pile. The side walls of the vertical skirt piles are connected with the single pile through the horizontal pipes. The tops of the vertical skirt piles are connected with the basic connection section through the inclined steel pipes. The offshore wind power pile foundation has the advantages that the structure horizontal rigidity is increased by the adoption of the single pile and the vertical skirt piles, and the problems that a single foundation structure is too large in diameter due to the poor shallow layer soil bearing capacity and existing construction equipment cannot meet construction requirements are solved.",2016,E02D  27/12; E02D  27/16; E02D  27/425; E02D  27/44; E02D  27/42
470592412,CN201610590048,Offshore wind turbine tower foundation structure and installation method,"The invention relates to the field of offshore wind power mechanisms and aims to provide an offshore wind turbine tower foundation structure and an installation method. The offshore wind turbine tower foundation structure comprises an offshore jacket and a column pile component, wherein the offshore jacket comprises one or more cylinders arranged on the bottom, the column pipe component comprises one or more parallel column piles, the top of the column pile component is arranged in the cylinders, the portions, in the cylinders, of the column piles are connected through connectors, and the cylinders are grouted to enable the column pile component to be connected with the cylinders. The offshore wind turbine tower foundation structure has the advantages that the column piles can be small-diameter steel pipe piles, the multiple column piles are mutually connected through the connectors and connected with a sleeve on the bottom of a main conduit of the offshore jacket through grouting, so that a grid structure is formed by the column piles, structure inertia moment is increased, the overall rigidity and horizontal bearing capacity of the structure are improved, horizontal displacement of the bodies of the column piles is reduced, and the anti-topple capacity of a foundation is improved.",2016,E02D  27/425; E02D  27/44; E02D  27/52; E02D  27/42
470603505,US201414254448,Rainwater harvesting system,"A system for collection of rainwater in the open ocean may include: (a) one or more ocean-going vessels, wherein each ocean-going vessel is configured for collection and storage of rainwater, wherein each ocean-going vessel is configured to drift with surface ocean currents in order to navigate to one or more delivery locations, wherein each delivery location is on or near to a land mass; and (b) one or more delivery stations located at the one or more delivery locations, wherein each delivery station is configured to receive stored rainwater from one or more of the ocean-going vessels.",2014,Y02E  10/727; B63B  25/10; B63B2035/007; B63J2003/003; B63B   1/047; B63B  11/00; B63B2213/02; B63B   7/00; B63B  35/00; B63B2209/18
470627645,KR20140162744,Foundation for Wind Generator and Construction Method Thereof,"The present invention relates to a foundation for a wind turbine which, in an embedded type, comprises: a concrete structure constructing a plurality of anchor bolts in one row and forming a hollow part in an upper part to couple a tower to the upper part; a flange part inserted into and coupled to the hollow part; and a stringer installed within the flange part. Therefore, the foundation for a wind turbine can conveniently install the flange part of the tower; fixates the flange part to the foundation by the anchor bolts in one row to reduce the number of the anchor bolts and to save costs for usage of the anchor bolts as well as to reduce work difficulties for installation of the anchor bolts; uses an L flange with excellent economic feasibility and strength as compared with a T flange to enhance stability of the tower; and obtains a tall hub by allowing the height adjustment of the hollow part, thereby increasing energy generation efficiency.",2014,E02D  27/42; F03D  13/20
470709235,JP20160544358,???????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,B63B   9/00; B63B  35/00; B63B2001/128; B63B2035/446; F03D   7/04; F03D  13/22; Y02E  10/721; B63B  21/50; B63B  35/44; B63B   1/107; B63B  75/00; F03D   1/06; F03D  13/25; E02B  17/027; E02B2017/0091; B63B  39/03; Y02E  10/727; B63B   5/20; B63B  43/06; F05B2240/93; B63B   1/125; F03D   7/043; B63B  11/04; F03D  13/10; Y02E  10/725
470821296,PL20050821100T,OFFSHORE STRUCTURE SUPPORT AND FOUNDATION FOR USE WITH A WIND TURBINE AND AN ASSOCIATED METHOD OF ASSEMBLY,NULL,2005,F03D  13/22; Y02E  10/727; E02B  17/027; E02D  27/42; F03D  13/25; F05B2240/95; Y10S 416/06; F03D  13/10; F04D  29/26; E02B2017/0091; E02D  27/425
470846938,KR20150044708,Floating offshore wind turbine support structure using connected floating modules,"The present invention relates to a floating module connecting type floating wind turbine support structure and, more specifically, relates to a floating module connecting type floating wind turbine support structure, which has a plurality of module type floating bodies to be connected in the shape of an aim to be spaced from each other to be supported on a lower surface of a wind turbine, thereby maximizing stability with respect to waves with a low manufacturing cost, easily installing a wind turbine on the sea with marine transfer by a module unit, minimizing a consumed cost for additionally installing a plurality of wind turbines as a connecting type floating module can be additionally and easily mounted, and improving stability with respect to waves.",2015,B63B  22/00; Y02E  10/72; Y02P  70/523; F03D   1/00; F03D   3/00; Y02E  10/74
470850027,ES20130705382T,MÈtodo de instalaciÛn de cimientos en el lecho marino y dichos cimientos,"Cimientos de lecho marino (1) para una instalaciÛn en alta mar, teniendo dichos cimientos de lecho marino una pared lateral circunferencial que define sustancialmente un cilindro, cilindro que est· cerrado en un extremo y dotado de una abertura en el extremo opuesto, definiendo de este modo una c·mara primaria, dichos cimientos de lecho marino son huecos, abiertos hacia abajo y donde dicha pared lateral define un margen (6), estando dicha c·mara primaria conectada a una bomba primaria (8), caracterizados porque dichos cimientos de lecho marino comprenden adem·s una o m·s c·maras secundarias (9) conectadas a una o m·s bombas secundarias (10) donde dicha bomba primaria (8) es una bomba de aspiraciÛn y dicha bomba secundaria (10) es una bomba de presiÛn.",2013,E02D  29/06; E02D  27/525; F05B2240/95; E02B2017/0078; E02D  27/50; F03D  13/22; B63B  21/27; E02D  27/32; E02D  27/52; B63B2021/267; E02D  27/10; E02D  27/42; E02D  23/00; Y02E  10/727; E02D  27/22
470856491,US201615138000,Lift-driven wind turbine with force canceling blade configuration,A lift-driven wind turbine has a turbine rotor with blades mounted to the turbine shaft by two struts hinged to the shaft and each blade to form a four-bar linkage. The blades' airfoil cross section generates lift that rotates the blades around the axis in the presence of a prevailing wind. The airfoil chord forms a geometric angle of attack ?G relative to the tangent of the blade path and the struts orient the blades with an outward tilt angle ?. The turbine is designed with values of ?G and ? that cause the lift generated by each blade to have an upward component that supports the blade against the force of gravity and a mean radially inward component that substantially balances centrifugal forces on the blade. Wind turbines designed according to the principles disclosed herein facilitate the construction of free-floating utility scale wind turbines for deep water installations.,2016,F03D   3/005; F03D   9/25; F03D   3/06; F03D   9/00; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   3/00; F05B2240/214; F03D   3/062
470912447,CN201620548968U,Marine existence device and wind generating set,"The utility model provides a marine existence device and wind generating set. This sea existence device includes the box, sets up the emergent unit of the emergent article of storage in the box and sets up in the box and the internal outer gaseous ventilation system who exchanges of control box that include the control assembly of the internal atmospheric pressure of ventilation blower and control box at the malleation state. The safety of admitting air can be ensured to this sea existence device, guarantees user's life safety.",2016,F03D  13/20; Y02E  10/727; B63B  38/00
470924097,KR20150046355,System for selecting construction site of offshore wind generator,"The present invention relates to a system for selecting a location suitable for construction of an offshore wind generator. More specifically, the system comprises: an information collection apparatus collecting submarine information; an information analysis apparatus analyzing the submarine information collected by the information collection apparatus to calculate a location suitable for construction of an offshore wind generator; and a display unit displaying an available location calculated by the information analysis apparatus. Since the display unit displays an area suitable for construction of the offshore wind generator and coordinates on an image capturing submarine topology, an available submarine area for construction is easily checked, and economical properties and accuracy can be improved.",2015,G06Q  50/08; G06Q  50/06
470933930,KR20150128021,ramp,"The present invention relates to a ramp for loading and unloading from a barge, which has a new structure proper to be installed on the floor surface which is formed to be wide and gentle around an island. According to the present invention, the ramp for loading and unloading from a barge includes a ramp main body (10) wherein the upper surface is inclined downwards from the front end to the rear end as a metal beam is connected to the ramp main body (10). The ramp main body (10) is divided into multiple assemblies (11) and additionally transfers and connects each of the assemblies (11) to assemble the assemblies. Therefore, the ramp for loading and unloading from a barge is proper to be installed on the floor surface (1) which is formed to be wide and gentle around the island. Also, the ramp for loading and unloading from a barge can be easily dismantled when the installation of a wind power generator is completed and, therefore, does not influence surrounding environment.",2015,B66F   3/35; E01D  15/24; B63B  27/14; B63B  35/28; G08B  21/18
470997053,CN201580007382,Method of mooring floating wind turbine platforms,"A floating wind turbine farm 230 includes a plurality of anchors 20/202/204/206/208 fixed in or on a bed of a body of water. A plurality of floating wind turbine platforms 10 is deployed in the body of water, each of the floating wind turbine platforms 10 having one or more mooring lines 200/212 that extend between, and are attached to, the floating wind turbine platform 10 and one of the anchors 20/202/204/206/208. Each anchor 20/202/204/206/208 is configured to receive two or more mooring lines 200/212, wherein each of the mooring lines 200/212 are from a different one of the plurality of floating wind turbine platforms 10.",2015,B63B  21/502; B63B2035/446; B63B  21/50; B63B  77/10; F03D  13/10; Y02B  10/30; Y02P  70/523; B63B  21/20; F03D   3/005; F05B2230/60; Y02E  10/727; B63B   5/18; B63B  75/00; B63B2009/067; B63B  35/44; B63B2021/505; F03D   1/06; F05B2240/93; Y02E  10/721; B21D  47/00; Y10T  29/49616; B63B   1/107; F03D  13/25
470999732,CN201521023712U,????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2015,Y02E  10/727; Y02P  70/523; F03D  13/25
471000956,RO20160000397,PLANT FOR PRODUCING ELECTRIC POWER FROM MULTIPLE RENEWABLE SOURCES,"The invention relates to a system for producing electric energy based on the cumulated effect of several renewable energy sources, such as hydraulic energy, wind energy and solar energy. According to the invention, the system consists of two cylinder-shaped modules (1 and 2), one aerial and one submerged, which collect both the energy of the air currents and the solar energy and hydraulic energy, respectively; the aerial module (1) is provided with a vertical central axle (20) having a coupling (3) for multiplying the rotation speed, placed in a technological space (4), eight rows of trapezoidal blades (18) are placed on the central axle (20), in extension of one another and in perpendicular planes, on the generatrices of the aerial module (1) there being some vertical slots (5) for concentrating the air current, which are adjustable by a system of deflectors (6) which have also the role of supports for some photovoltaic cells (7); the submerged module (2) is attached to the aerial module (1), and the space resulting as a difference between the two diameters, is used as a technological space (8), on the generatrix of the submerged module (2) there being some vertical slots (9), inclined towards the interior walls of the submerged module (2), the fixing being performed by means of a fixing device (10) similar to the marine platforms, made of trusses with tubular truss members, the equipment for transforming/storing electric energy being placed in two technological spaces (11 and 12) created both at the level of the platform between the two modules (1 and 2), and on the aerial module (1) or on the fixing device (10).",2016,F03B  13/18; Y02E  10/38; F03D   3/04; F03D   9/00; Y02E  10/74
471026411,CN201610537171,Gear-direction flow-force telescopic roller curtain flow plate cart and generation system,"The invention relates to a gear-direction flow-force telescopic roller curtain flow plate cart and a generation system. The gear-direction flow-force telescopic roller curtain flow plate cart generation system comprises rotation gears, central shafts, chain belts, roller curtains, roller curtain brackets, rolling shafts, a rack and generator sets, wherein the roller curtains are arranged on the roller curtain brackets in a slidable and telescopic manner; and the chain belts are connected with the multiple roller curtain brackets and are hinged to the rotation gears on two ends of the rack, so that the roller curtain brackets are circularly linked to form the flow plate cart. Under the action of flow force, the roller curtains on one side of the flow plate cart extend out and are at a flow baffling state; the roller curtains on the other side of the flow plate cart are contracted on the rolling shafts, so that the two sides of the rotation gears are stressed in an unbalanced manner, and the rotation gears rotate to drive the generator sets; and a submersible-type slug-flow generation scheme and large equipment are provided for sea tides, river beds, water pipes, air ducts, universal ocean current waterpower and universal wind power; and the gear-direction flow-force telescopic roller curtain flow plate cart generation system has the characteristics of large power, high destruction resistance and low maintenance cost.",2016,F05B2220/706; Y02E  10/20; F03D   5/02; Y02E  10/70; Y02E  10/725; F03B   9/00; F03D   9/25
471192198,ES20100717729T,ExtracciÛn de energÌa de las olas en una instalaciÛn de turbina eÛlica,"Un controlador para una turbina eÛlica flotante, estando el controlador adaptado para, por debajo de la velocidad nominal del viento, hacer que la turbina eÛlica extraiga energÌa del movimiento inducido por las olas de la turbina, caracterizado por que el controlador controla la velocidad del rotor de la turbina mediante el control del par de la carga presentada al rotor, de tal manera que la velocidad del rotor varÌa en respuesta al movimiento inducido por las olas.",2010,B63B  39/062; F03D   7/02; F03D  13/25; F03D   7/042; F03D   7/0276; Y02E  10/723; Y02E  10/727; F03D   7/04; F05B2240/93; F03D   7/0272; Y02E  10/38
471209991,CN201610510569,HVDC inertia synchronization control method for realizing wind farm frequency response,"The invention discloses an HVDC inertia synchronization control method for realizing wind farm frequency response. A receiving-end converter station and a sending-end converter station are controlled by using an electrical network synchronization mechanism of a synchronizer to making an HVDC bus voltage equivalent to the rotor frequency of the synchronizer and an HVDC modulation degree equivalent to an air gap linkage of the synchronizer; in such control ideal, the HVDC receiving-end station is represented as the synchronizer with real inertia of a bus capacitor, and real-time linkage between bus voltage and electrical-network AC frequency is realized while it is ensured that synchronization is stable; and mirroring mapping of shore electrical-network frequency to offshore wind farm AC frequency can be established via protocols of the sending-end converter station , so that the wind farm can know shore electrical-network frequency information timely, and further the inertia response quality of the wind farm is improved greatly. At the same time, the HVDC receiving-end station embodies electrical characteristic of a voltage source, the problem in stability when a current source is connected to a weak network is overcome, AC frequency has no distorted mirror images, and the weak network can operate very stably.",2016,H02J2003/365; Y02E  60/60; H02J   3/38; H02J   3/40; Y02E  10/763; H02J   3/36; H02J   3/386
471233802,ES20120765687T,Planta de energÌa eÛlica,"Una planta de energÌa eÛlica que comprende palas (5) dispuestas en un pontÛn (2) anular fabricadas para hacerse girar con relaciÛn a su eje (6) vertical, un convertidor (4) de energÌa configurado para convertir la energÌa de giro y dispuesto sobre una plataforma (1) rodeado por el pontÛn anular (2), un mecanismo (3) cinem·tico configurado para transferir la energÌa de giro del pontÛn anular a la unidad de recepciÛn del convertidor (4) de energÌa; en la que la plataforma (1) se hace flotante y est· provista de medios de posicionamiento; caracterizada por los medios de posicionamiento que incluyen al menos seis anclajes (7) situados en la parte inferior de una masa (8) de agua, preferentemente en pares y conectados a la plataforma (1) por miembros (9, 10) flexibles, estando la proyecciÛn plana horizontal de un miembro (9) flexible orientada radialmente hacia el eje de giro del pontÛn (6) anular y estando la proyecciÛn del segundo miembro (10) flexible orientada tangencialmente hacia una porciÛn perifÈrica de la plataforma (1), estando un anclaje (7) conectado a la misma desplazado en una direcciÛn opuesta a la del pontÛn (2) anular de direcciÛn de giro con respecto al punto (11) en el que el miembro (9, 10) flexible se fija a la plataforma (1).",2012,B63B2035/446; B63B  21/50; F03D   3/067; F03D   3/00; F03D   3/06; F05B2240/93; F03D  13/25; B63B  35/44; Y02E  10/727; B63B2241/08; F03D   3/005; Y02E  10/74
471293166,US201514706024,"Attachment method and system to install components, such as tip extensions and winglets, to a wind turbine blade","A method for installing an add-on component onto a tip of a wind turbine blade, the associated blade, and the component, are provided. The add-on component has a span-wise end and a separated trailing edge, and is slidable onto the blade tip. Strips of a double-sided adhesive tape are attached onto either or both pressure and suction side surfaces of the blade adjacent the blade tip, or onto interior surfaces of the add-on component, the tape strips having a release liner on an opposite exposed side thereof. An extension tail is configured with the release liner that extends beyond the span-wise end of the add-on component when the add-on component is placed and held at a desired position on the blade. The add-on component is slid onto and maintained in position on the blade tip and, starting from the tape strip furthest from the separated trailing edge, extension tails of the respective tape strips are sequentially peeled through the separated trailing edge and away from the add-on component.",2015,B32B   3/06; B32B  15/04; B32B  33/00; B64C  11/16; B64C  27/46; F01D   5/14; F03B   7/00; B32B  37/00; D05C  15/00; F05B2240/302; F05B2250/183; B32B   7/12; B63H   7/02; F03D   1/0633; F05B2230/80; Y02E  10/721; B29C  63/00; B32B   5/00; B32B   7/04; F05B2230/60; B32B   7/14; B63H   1/26; F01D   5/18; F03D   1/06; F03D   1/0675; F04D  29/38; B29C  65/00; B32B   9/00; B44C   1/17; A46D   1/00; F05B2260/96; B29C  51/16; B32B  38/10; B64C  11/24; F03B   3/12; Y02P  70/523
471294491,US201514706026,"Attachment method and system to install components, such as vortex generators, to a wind turbine blade","A method for installing an add-on component to a surface of a wind turbine blade includes attaching an adhesive side of strips of a double-sided adhesive tape onto either the surface of the wind turbine blade or a surface of the add-on component, the tape strips having a release liner on an opposite exposed side thereof. The tape strips having an extension tail of the release liner that extends beyond an edge of the add-on component when the add-on component is placed and held at a desired position against the surface of the wind turbine blade. With the add-on component held at the desired position, the extension tail is pulled away at an angle such that that release liner is removed along the length of the tape strip while maintaining the add-on component against the blade surface to attach the exposed adhesive under the release liner to either the surface of the wind turbine blade or the surface of the add-on component.",2015,B29C  65/50; B32B   7/14; B63H   7/02; D05C  15/00; F01D   5/14; Y02E  10/721; A46D   1/00; B29C  65/483; B29C  65/48; B29C  65/72; B32B   7/04; B32B  33/00; B64C  11/16; F03B   7/00; B29C  65/4825; B32B  37/00; B63H   1/26; F03B   3/12; F03D   1/06; B64C  27/46; F01D   5/18; F03D   1/0675; B32B   5/00; B32B   7/12; F03D  13/10; F04D  29/38; B32B   3/06; B32B   9/00; B44C   1/17; B64C  11/24; B29C  65/5057; B29C  65/56; B29C  65/562; F03D   1/00; B32B  15/04; B32B  38/10; B29C  51/16; B29C  63/00; B29C  65/00; F05B2240/122
471294579,US201514706022,"Attachment method to install components, such as tip extensions and winglets, to a wind turbine blade, as well as the wind turbine blade and component","A method is provided for installing an add-on component to a surface of a wind turbine blade, as well as the blade with attached add-on component, and the add-on component as a stand-alone device. A slot is defined in one or both of the pressure side or suction side surfaces of the add-on component. The adhesive side of strips of a double-sided adhesive tape are attached onto either the surface of the wind turbine blade or an interior surface of the add-on component, the tape strips having a release liner on an opposite exposed side thereof. The tape strips are arranged longitudinally along one or both sides of the slot, and each strip has an extension tail that extends beyond an edge of the add-on component when component is held at a desired position against the surface of the wind turbine blade. The extension tails are pulled along the slot at an angle such that that release liner is removed through the slot along the length of the tape strip while maintaining the desired position of the add-on component against the surface of the wind turbine blade.",2015,B32B   7/12; B63H   7/02; B64C  27/46; F03D   1/0633; Y02E  10/721; B32B   5/00; B32B   7/04; B64C  11/16; B32B  15/04; F01D   5/18; F03D   1/06; F05B2240/302; B44C   1/17; F03D   1/00; B32B   7/14; B32B  38/10; B63H   1/26; F03B   3/12; F03D   1/0675; F05B2230/80; B32B   3/06; B32B   9/00; B32B  33/00; B29C  63/00; F01D   5/14; F03B   7/00; F03D  13/10; F04D  29/38; A46D   1/00; B29C  51/16; Y02P  70/523; B29C  65/00; B32B  37/00; B64C  11/24; D05C  15/00; F05B2230/60; F05B2240/122
471327969,CN201610775178,A floating type charging pile,"The invention discloses a floating charging pile which comprises a modular support, a buoy, a power generating device and a charging pile body. The power generating device is electrically connected with the charging pile body. The charging pile body has a built-in storage battery. The power generating device comprises a solar power generating device and a wind energy generating device. The charging pile body is connected to a charging gun, and the charging gun comprises a circular arc-shaped case and a charging assembly disposed in an inner cavity of the case. The charging assembly comprises a charging joint and a locking mechanism. The locking structure covers the outer side of the charging connector in an elliptic ring shape. The joint locking mechanism is provided with at least three chuck heads and chuck grooves circumferentially, and the case is provided with a chuck switch for controlling the chuck to be ejected or retracted. The floating type charging pile of the invention can carry out power generating through clean energy and stores the power in the storage battery. Meanwhile, the charging pile body floats on a water surface through the buoy and the modular support. The water surface is large in area so as to avoid a problem that exiting ships are charged by coastal charging piles on a harbour in a crowded mode.",2016,H02J   7/14; H02J   7/00; H02J   7/35
471329531,CN201610717046,Typhoon-resistant sea wind power generating platform with foldable vanes,"The invention discloses a typhoon-resistant sea wind power generating platform with foldable vanes, and belongs to the field of ocean engineering equipment. The typhoon-resistant sea wind power generating platform comprises a perpendicular column capable of rotating 360 degrees, wherein a fixed circular platform penetrates upwards through the bottom of the perpendicular column; three canvas vanes are uniformly arranged above the circular platform and outside the perpendicular column along the circumferential direction; a plurality of horizontally arranged parallel transverse rods are fixed on each canvas vane from top to bottom; each of the inner end and the outer end of each of the transverse rods except for the transverse rods at the topmost part and the bottommost part is fixedly connected with a sliding block; furthermore, the sliding blocks at the inner ends can slide up and down along arc-shaped sliding chute, and the sliding blocks at the outer ends can slide up and down along independent sliding rails; each electric motor drives a driving pulley to rotate; each of two ends of each annular steel wire rope is connected with each corresponding driving pulley, and the annular steel wire ropes upward extend to be fixedly connected to the inner end of the corresponding transverse rod at the topmost part; and in case of typhoon prewarning, the vanes are folded and contracted, so that the influence on the power generating platform due to the typhoon is reduced.",2016,F03D   3/005; F03D   3/062; Y02E  10/74; F03D   3/06; F05B2240/312
471419786,DK20130161084T,FremgangsmÂde til str¯mregulering,NULL,2013,F05B2240/95; H02J   3/38; F03D   7/02; F03D   9/00; Y02E  10/723; Y02E  10/763; F03D   7/0284; H02J   3/386
471421988,KR20160084448,Integrated Device offshore wind turbine installation,"The present invention relates to a device for installing an integrated offshore wind turbine to enable the stable and convenient installation of the integrated offshore wind turbine on a base structure. The present invention provides the device for installing the integrated offshore wind turbine including: a barge body; a fixing means installed in the barge body and fixating the integrated turbine; and a transferring means formed in the barge body and transferring the integrated turbine fixated by the fixing means to a top surface of the base structure constructed in the sea. The transferring means includes: movable rails having a length and coupled to a top surface of the barge body to be able to move while being seated on top surfaces of fixed rails; a carrier formed to drive on top surfaces of the movable rails while being seated on the top surfaces of the movable rails and fixating the integrated turbine; a movable rail transferring cylinder formed in the barge body, receiving power, and moving the movable rails on the fixed rails; and a carrier transferring cylinder formed in the movable rails, receiving power, and transferring the carrier on the movable rails. The carrier includes a driving unit seated on the top of the movable rails, coupled to a rod of the carrier transferring cylinder, and driving on the top surfaces of the movable rails and a fixing unit extended from the driving unit and receiving and fixating a lower part of a tower column forming the integrated turbine.",2016,B63B  35/003; B63B  35/30; E02B  17/0034; E02D  27/425; B63B  27/02; E02D  27/42; F03D   1/00; B63B  27/00; E02D  27/52; F03D   1/06; B63B  35/305; Y02E  10/727; B63B  35/00; E02B2017/0047; E02B  17/00; F03D  13/25
471454777,ES20100834602T,Estructura submarina y mÈtodo de construcciÛn,"Una estructura (3) del lado sumergido, que est· instalada en un fondo marino y que soporta una estructura por encima del agua que est· dispuesta sobre el agua, comprendiendo la estructura del lado sumergido un armazÛn (31) y partes de conexiÛn (33) dispuestas en la parte inferior del armazÛn (31): comprendiendo el armazÛn (31): una pluralidad de patas de tubo (34) hechas de acero, que se extienden desde el fondo del mar hasta por encima del agua, estando cada una de la pluralidad de patas de tubo (34) formada con un primer espacio en la misma, teniendo el primer espacio una parte que est· llena con material de relleno; y tirantes horizontales y diagonales (35, 36) hechos de acero que acoplan la pluralidad de patas de tubo (34), estando los tirantes (35, 36) formados con un segundo espacio en los mismos; teniendo el armazÛn tres secciones o tramos de tirantes horizontales (35): caracterizada porque: la parte del primer espacio es una parte del extremo superior de la pluralidad de patas de tubo (34) cerca de la superficie del agua o una parte del extremo inferior de la pluralidad de patas de tubo (34) cerca del fondo del mar; en la que un perÌodo natural de la estructura (3) del lado sumergido difiere de un perÌodo natural de la estructura por encima del agua en el peso y la rigidez aÒadidos impartidos por el material de relleno que llena la porciÛn del primer espacio, y en la que el segundo espacio tiene una parte que est· llena con el material de relleno, y en la que el material de relleno no llena el armazÛn (31) situado encima de los segundos tirantes horizontales desde la parte inferior que incluye dichos tirantes, y las partes de conexiÛn (33), o el material de relleno no llena el armazÛn (31) situado debajo de los tirantes horizontales de la primera secciÛn desde la parte superior y las partes de conexiÛn (33) que incluyen dichos tirantes.",2010,F03D  13/22; E02B   3/06; E02B  17/027; E02B  17/00; E02D  27/14; F05B2240/95; E02D  27/32; E02D  27/52; Y02E  10/727; E02B  17/02; E02B2017/0091; E02D  27/425; E02D  27/42
471556743,CN201620453527U,Marine type variable -pitch control system of formula of directly driving,"The utility model provides a marine type variable -pitch control system of formula of directly driving, including lightning protection system and control system, control system includes PLC controller, communication device, direct current motor drive, back -up source, direct current motor, blade and fault diagnosis device, PLC controller and direct current motor drive electrical connection, PLC controller and communication device communication connection, direct current motor drive is connected with direct current motor's input, the back -up source is connected with direct current motor's input, rooting -in of blades is on direct current motor, PLC controller, direct current motor drive, communication system, back -up source all are connected with fault diagnosis device. The device possesses lightning protection function and full aspect malfunction alerting's diagnosis and protection, can adapt to marine extreme environments, normal work under extreme condition such as salt fog, ultraviolet ray and corruption.",2016,Y02E  10/722; F03D  80/30; F03D  17/00; F03D   7/00; Y02E  10/723
471575810,CN201580017697,Stacking wind turbine blades for sea transport,"The present invention relates to a method of stacking wind turbine blades for sea transport. An improved way of arranging blades for sea transport, where less structural framework is needed, would be advantageous. Structural framework not only causes additional cost, but also takes up additional time for arranging the blades for transport. The invention involves a method of stacking wind turbine generator blades for sea transportation, the method involving attaching a blade root support frame to a root flange of the blade, is supported by at least two legs located as at least one leg on each transverse side of a root end of the blade, and attaching a blade spanwise support frame to a spanwise portion of the blade, and where the spanwise support frame includes least two legs located as at least one leg on each transverse side of the blade, where the legs of the root support frame and the spanwise support frame extend both downwards and upwards and are adapted to have lengths downwards and upwards in order that at least two blades are stackable on top of each other, and wherein a stacking support structure for the blades consists of mainly the support frames, when the at least two blades are transported at sea.",2015,F03D  13/40; Y02E  10/72; F03D  80/00
471580158,CN201610758736,Mechanical energy gathering mechanism for offshore multi-energy power generation device,"The invention relates to a mechanical energy gathering mechanism for an offshore power generation device and belongs to the technical field of ocean resource development and utilization. The mechanical energy gathering mechanism for an offshore multi-energy power generation device comprises three parts including a first-stage energy gathering mechanism, a second-stage energy gathering mechanism and an energy storage mechanism; the first-stage energy gathering mechanism and the second-stage energy gathering mechanism are of the same structure; the first-stage energy gathering mechanism is connected with the second-stage energy gathering mechanism through a coupling; and the second-stage energy gathering mechanism is also connected with the energy storage mechanism through a coupling. The mechanical energy gathering mechanism for the offshore multi-energy power generation device has the beneficial effects that the mechanical energy gathering mechanism which consists of the three modularized secondary mechanisms with compact structure can simultaneously convert the wind energy, the wave energy and the ocean current energy to the mechanical energy and gather the mechanical energy, can also store the energy and output the energy at a fixed value to be used for driving an offshore power generator to generate the power.",2016,F03B  13/14; F05B2260/40311; Y02E  10/722; F03B  13/26; F03D   9/10; F05B2260/4031; Y02E  10/38; F03D  15/10
471585125,CN201610729678,Offshore wind farm service vessel,"The invention discloses an offshore wind farm service vessel which comprises a main hull and a boarding system. The main hull adopts a catamaran type, and comprises at least two positioning substrates and at least two rolling elements. The positioning substrates are respectively arranged on two demihulls in the main hull with the catamaran type. The positioning substrates and the rolling elements are respectively positioned at bow positions. The rolling elements are arranged on the demihulls. The distance between every two rolling elements is equal to that between two adjacent wind tower crawling ladder fenders in a to-be-serviced offshore fixed wind tower. The boarding system comprises a vertical position sensor, a vertical hydraulic cylinder, a transverse rotating position sensor, a transverse rotating hydraulic cylinder, a longitudinal rotating position sensor and a longitudinal rotating hydraulic cylinder. The offshore wind farm service vessel is provided with the boarding system with a simple structure, and has the advantages of being relatively high in wind resistance, high in safety performance, and relatively low in manufacturing cost.",2016,B63B  27/14; B63B   1/12; B63B   1/121
471593047,US201615078440,Platform for generating electricity from flowing fluid using generally prolate turbine,"A platform-like device for generating electricity from moving fluids has at least two fluid turbines coupled to one another through a frame. The fluid turbines are adapted to rotate in opposite directions. The fluid turbines also provide buoyancy for the platform so that the platform is self supporting in the water. The fluid turbines preferably have helicoid flights (screw-like threads) mounted to generally prolate casings. The fluid turbines preferably connect to electric generators through belt, chain-drive, or other transmission systems. The platform may additional support a wind turbine.",2016,F03D   9/255; H02J   7/34; H02K   7/1004; H02K   7/1823; Y02E  10/38; F01D   5/023; F03B  13/14; F03B  13/22; F03B  17/061; F03D   9/00; F03D   9/25; H02K   7/183; B63B2035/4466; F03B   3/12; F03D  13/20; F03D  13/25; F05B2220/32; H02P   9/04; F03B  13/00; F05B2250/25; H02K   7/10; B63B2035/446; F03B  17/06; F05B2240/932; H02K  11/046; Y02E  10/725; F05B2220/706; F05B2240/243; H02K   7/1008; H02K   7/18; H02K   7/1807; H02K  11/04; B63B   1/121; B63B  35/44; F03B  13/10; F03D   9/008; F05B2240/93; H02J   3/32; Y02E  10/28; F03B  13/12; F03D   9/11; Y02E  10/727
471606189,ES20100841233T,Turbina eÛlica,"Una turbina eÛlica de eje horizontal que comprende: un rotor (300) que tiene un buje y palas (310) que pueden girar por el viento y que est·n conectado a un ·rbol principal (220); un conjunto de la gÛndola giratoria (200) para soportar el ·rbol principal (220); una torre (100) para soportar de manera giratoria el conjunto de la gÛndola (200); una dinamo (600) junto a la torre (600); un ·rbol vertical giratorio (120) que se extiende dentro de la torre (100) ortogonalmente dispuesto al ·rbol principal (220) para transferir una fuerza de rotaciÛn del ·rbol principal (220) a la dinamo (600), en la que un par de torsiÛn de repulsiÛn act˙a desde el ·rbol vertical (120) contra el conjunto de la gÛndola (200) debido a la carga de la dinamo (600); y caracterizada por un mecanismo de equilibrio de par de torsiÛn de repulsiÛn (400) que comprende: una secciÛn superior hueca (402) unida a la parte inferior del conjunto de la gÛndola (200); una carcasa (408) que soporta un ·rbol rotativo horizontal (440) acoplado con el eje vertical (120), estando la carcasa (408) dispuesta debajo del ·rbol vertical (120) y que puede girar alrededor del ·rbol vertical (120), en el que un par de torsiÛn de equilibrio act˙a entre la carcasa (408) y el ·rbol vertical (120) debido a la carga de la dinamo (600); una unidad de transferencia que acopla el conjunto de la gÛndola (200) a travÈs de la secciÛn hueca superior (402) con la carcasa (408), de tal manera y en una direcciÛn tal, que el par de torsiÛn de equilibrio entre la carcasa (408) y el ·rbol vertical (120) y el par de torsiÛn de repulsiÛn entre el ·rbol vertical (120) y el conjunto de la gÛndola (200) est·n equilibrados; un soporte inferior (406) para soportar de forma giratoria la carcasa (408) y para soportar un ·rbol de rotaciÛn (610) de la dinamo (600) siendo no giratorio alrededor del ·rbol vertical (120).",2010,F03D   1/00; F03D  15/00; F03D  15/10; Y02E  10/727; F03D   7/02; F03D   7/0204; F03D  13/25; F03D  80/70; Y02E  10/723; F03D  80/00; F03D  80/82
471634210,CN201610490322,Hinge joint conversion type external prestressed concrete tower and construction method thereof,"The invention provides a hinge joint conversion type external prestressed concrete tower and a construction method thereof. The hinge joint conversion type external prestressed concrete tower comprises a common prestressed concrete tower barrel and an external prestressed strand arranged tightly attached to the inner wall face of the common prestressed concrete tower barrel. A prestressed anchoring region annular beam is arranged on the upper end face of the common prestressed concrete tower barrel. A steel tower barrel is arranged on the upper end face of the prestressed anchoring region annular beam. An anti-torsion-deformation buffering support is arranged between the prestressed anchoring region annular beam and the common prestressed concrete tower barrel. The prestressed anchoring region annular beam and the steel tower barrel are connected through a flange fixed to the bottom of the steel tower barrel. The external prestressed strand penetrates the prestressed anchoring region annular beam and the flange from bottom to top and then is fixed through an anchorage device. By the adoption of the hinge joint conversion type external prestressed concrete tower, the common prestressed concrete tower barrel at the lower portion can only bear the vertical pressure transmitted by the prestressed anchoring region annular beam, the possibility that the common prestressed concrete tower barrel at the lower portion vertically cracks under the effect of the eccentric prestress of an anchoring region is eliminated, and potential safety hazards of an external prestressed concrete wind power tower are eliminated.",2016,G06F  17/50; E04H  12/16; G06F  30/23
471702413,CN201620521494U,Offshore wind power generation machine and base thereof,"The utility model discloses a base of offshore wind power generation machine, including jacket and at least one negative pressure bucket, jacket and negative pressure bucket fixed connection, negative pressure bucket include fixed connection's inner tube and urceolus, and the top of inner tube and urceolus is all sealed, and the bottom of inner tube and urceolus is all opened. Compared with the prior art, the utility model provides a basis has following advantage: 1 )Fixed in -process on the basis need not to rely on large -scale hoisting equipment and piling equipment, can reduce the construction cost of offshore wind power generation machine. 2 )Because the negative pressure bucket is provided with inner tube and urceolus, when the basis was fixed on the sea bed, during inner tube and urceolus all were embedded into the sea bed, the basis was stronger with the cohesion of sea bed, can provide more stable support for aerogenerator. Additionally, the utility model also discloses an offshore wind power generation machine of having this basis.",2016,Y02E  10/727; F03D  13/20
471708532,CN201620559893U,Shallow overburden ground two -stage embedded rock pile wind turbine foundation of offshore wind farm,"The utility model provides a shallow overburden ground two -stage embedded rock pile wind turbine foundation of offshore wind farm includes at least: one -level steel -pipe pile and second grade steel -pipe pile, in the ground was worn to establish at sea to one -level steel -pipe pile lower extreme the overburden and soft rock base, and it sinks to the hard rock base top surface of marine ground, the second grade steel -pipe pile is worn to establish in the one -level steel -pipe pile, just in the hard rock base that the ground was worn to establish at sea to second grade steel -pipe pile lower extreme, be provided with steel reinforcement cage and concrete in the second grade steel -pipe pile, second grade steel -pipe pile upper end with adopt the high strength cement thick liquid to connect between the one -level steel -pipe pile, one -level steel -pipe pile central line with second grade steel -pipe pile center lines. The utility model discloses still provide shallow overburden ground two -stage embedded rock pile wind turbine foundation of offshore wind farm's construction method. The utility model discloses a shallow overburden ground two -stage embedded rock pile wind turbine foundation of offshore wind farm not only security is high, and can improve the efficiency of construction, the utility model discloses a construction quality can be guaranteed to the construction method.",2016,E02D  27/42; E02D   5/60; E02D   5/38; E02D   5/40
471715472,CN201620602123U,Wind -powered electricity generation gear box flexible shaft,"The utility model provides a wind -powered electricity generation gear box flexible shaft, including shaft and mandrel, the shaft is equipped with central installation cavity, and mandrel ran through the shaft from the center, is equipped with conical ring, the conical surface of conical ring and the conical contact of the corresponding setting of shaft tip at the pot head that stretches out of mandrel, the end that stretches out of mandrel is used for connecting the carrier, the installation back, and the conical ring is located between carrier and the shaft. According to mounted position and the effect of flexibility round pin axle in the wind -powered electricity generation gear box, through being equipped with the conical ring between the terminal surface at carrier and shaft, make it form the approximate bearing structure who floats the cantilever type, reach better absorption load, reduce the deflection, realize the purpose of all carrying. Utilize this flexibility round pin wind -powered electricity generation gear box of making, can effectively improve fan transmission system's life and work efficiency, provide the powerful guarantee for promoting china's large fan equipment manufacturing capacity already.",2016,Y02E  10/722; F03D  15/10; F16H  57/021; Y02P  70/523
471719891,CN201620306165U,A planetary gear derailleur for wind power equipment,"The utility model discloses a planetary gear derailleur for wind power equipment, including gear box casing, the ring gear that has the internal tooth, the planet support, the sun gear, line star wheel axle and planetary gear, the planet support sets up at gear box casing, the sun gear is located gear box casing, the fixed prong of being expert at in star wheel axle both ends of going puts up, planetary gear sets up on the star wheel axle that is expert at through superficial collar bearing rotation, float the collar bearing for the suit sleeve on the star wheel axle of being expert at, float the collar bearing and go star wheel axle clearance fit, packing lubricating oil forms the inlayer lubricating oil film in floating the clearance between collar bearing and the line star wheel axle, planetary gear and the cooperation of superficial ring bearing clearance, it forms outer lubricating oil film to pack lubricating oil in the clearance between planetary gear and the superficial collar bearing, planetary gear meshes with ring gear and sun gear simultaneously mutually. The beneficial effects of the utility model are that: solved prior art middle (center) bearing and planetary gear bruised place and concentrated, the bearing low technical defect of life -span that resistance to wears.",2016,F16H  57/08; Y02E  10/722; F16H  57/023; F16H  57/021; F03D  15/10; F16H  57/04
471729272,CN201620226152U,Compound energy power supply system of marine floating platform scene oil,"The utility model discloses a compound energy power supply system of marine floating platform scene oil, including setting up solar power system and the wind power generation device at the upper deck, set up diesel power genration device, accumulate device and energy controlling means in the equipment compartment. The accumulate device is equipped with electric quantity detection unit. The diesel power genration device is equipped with oil mass detecting element. The energy controlling means include: first rectification the control unit is connected with solar power system and accumulate device respectively, second rectification the control unit is connected with wind power generation device and accumulate device respectively, third rectification the control unit is connected with diesel power genration device and accumulate device respectively, the floating platform supplies the power distribution control unit, is connected with each rectification the control unit and accumulate device respectively to with long -range control terminal communication connection, be arranged in the at least control mode according to residual capacity information, remaining oil volume information, mode information and control command. The utility model discloses a compound energy just is applicable to marine control floating platform.",2016,H02S  10/12; Y02E  10/725; F03D   9/00; H02J   7/35
471815894,US201515116623,Method of assembling a floating wind turbine platform,"A method of assembling a floating wind turbine platform includes assembling a keystone having a hollow central cavity from pre-formed concrete sections, and assembling a plurality of buoyant bottom beams from pre-formed concrete sections. Each bottom beam is attached to, and extends radially outward of the keystone to define a base assembly. Each buoyant bottom beam includes a ballast chamber therein. The keystone is post-tensioned to each bottom beam along a longitudinal axis thereof. A center column is assembled upwardly and perpendicularly on the base assembly from pre-formed sections of the center column, the outer columns are assembled on a distal end of each bottom beam from pre-formed sections of the outer columns, and the center column and the outer columns are longitudinally post-tensioned to the base assembly. A tower is assembled on the center column from pre-formed sections, and a wind turbine is assembled on the tower.",2015,B21D  47/00; B63B   1/107; F03D   1/06; B63B   9/06; B63B2009/067; F03D  13/10; Y02B  10/30; Y10T  29/49616; F03D  13/25; B63B  21/50; B63B  21/502; B63B  35/44; F05B2240/93; Y02P  70/523; F03D   3/00; F05B2230/60; Y02E  10/727; F03D   1/00; B63B   1/10; B63B  21/20; B63B  77/10; B63B2021/505; B63B2035/446; Y02E  10/721; B63B   5/18; B63B  75/00; F03D   3/005
471822613,US201515116620,Method of mooring floating wind turbine platforms,"A floating wind turbine farm 230 includes a plurality of anchors 20/202/204/206/208 fixed in or on a bed of a body of water. A plurality of floating wind turbine platforms 10 is deployed in the body of water, each of the floating wind turbine platforms 10 having one or more mooring lines 200/212 that extend between, and are attached to, the floating wind turbine platform 10 and one of the anchors 20/202/204/206/208. Each anchor 20/202/204/206/208 is configured to receive two or more mooring lines 200/212, wherein each of the mooring lines 200/212 are from a different one of the plurality of floating wind turbine platforms 10.",2015,B63B   1/10; B63B   5/18; F03D   3/005; F03D  13/25; F05B2230/60; Y02E  10/727; B63B  21/50; B63B  35/44; B63B  77/10; B63B2021/505; F05B2240/93; Y02P  70/523; B21D  47/00; Y10T  29/49616; F03D   3/00; F03D   1/06; F03D  13/10; Y02B  10/30; Y02E  10/721; B63B  75/00; B63B2009/067; B63B2035/446; B63B   1/107; B63B   9/06; B63B  21/20; B63B  21/502
471867168,CN201610663009,"Multi-shell nested type wind, wave and light integrated self-powered data buoy","The invention discloses a multi-shell nested type wind, wave and light integrated self-powered data buoy. The multi-shell nested type wind, wave and light integrated self-powered data buoy mainly comprises a buoy body system, a wind-solar power generation system, a wave flow power generation system and an information acquisition and transmission system; the buoy body system adopts a multi-shell nested type structure; the wind-solar power generation system and the wave flow power generation system both used for realizing collection and storage of offshore wind energy, solar energy and wave flow energy are arranged on a buoy body; and the wind-solar power generation system and the wave flow power generation system are arranged independently of each other so as to avoid a buoy endurance problem generated due to the unsteady offshore weather as well as guarantee continuous endurance of the buoy and all-weather data collection capacity. According to the multi-shell nested type wind, wave and light integrated self-powered data buoy, the structure design is compact, convenience is brought to protection, installation and transportation of the offshore buoy structure, the structure is novel and a value for further research and further popularization is achieved.",2016,H02J   7/35; F03B  13/12; B63B2022/006; B63B  22/00; H02S  10/12
471885571,CN201510151830,Offshore floating type water-power co-production platform,"The invention provides an offshore floating type water-power co-production platform. A power generation system and a seawater desalination system are organically integrated on a bearing floating body to achieve water-power co-production to supply water and power to offshore life. Low-quality steam of a solar power generation system steam turbine is introduced into a first-effect evaporator of a low-temperature multi-effect seawater desalination device to carry out heat exchange with fed seawater, seawater desalination is achieved through a distillation method, and meanwhile the low-quality steam is condensed, and waste heat of the steam turbine is fully utilized. A small-waterplane-area tetrahedral ship with shake stabilizing fins and a cross arm is adopted as the bearing floating body, and the enough space area and stability are provided for the platform. The requirements of remote islands of China for power and fresh water can be met, and the advantages of being low in manufacturing cost, short in building period, environmentally friendly and the like are achieved. In addition, transfer is convenient, and the number of platforms can be increased or decreased according to the requirements of the islands to achieve flexible application of the platforms. Meanwhile the platform has good stability under the conditions of sea wind and waves.",2015,Y02P  70/523; Y02E  10/72; F03D   9/00; B63J   1/00; B63B  38/00; Y02A  20/141
471953910,CN201580017468,"Floating wind turbine with a floating foundation, and method for installation of such a wind turbine","The invention relates to a floating downwind turbine (10) comprising: a floating foundation (20); a tower (30) which is rotationally fixed on the floating foundation (20); an energy conversion unit (50) which is mounted on the tower (30), comprises a rotor (20) and is rotationally fixedly connected to the tower (30); and at least one tensioning element (60) which connects the tower (30) or the energy conversion unit (50) to the foundation (20) in the upwind direction, the foundation (20) having three legs (20a, 20b, 20c), one leg (20a) of which is longer than the other two legs (20b, 20c), the legs (20a, 20b, 20c) being interconnected in a Y shape and the tower (30), being arranged on the foundation (20) in the connecting region (20d) of the legs (20a, 20b, 20c), and the longest leg (20a) extending in the upwind direction and being connected to the tower (30) or to the energy conversion unit (50) by means of the tensioning element (60).",2015,B63B  21/20; B63B2021/203; Y02P  70/523; F03D  13/25; F05B2230/60; Y02E  10/727; B63B  21/50; B63B  35/44; B63B2001/128; B63B2035/446; F03D   1/0675; F05B2240/95; B63B  21/26; B63B   1/125; F05B2240/93; Y02E  10/721; F03D  13/10; F03D  13/22
472030742,CN201620249360U,Be used for that soft base of marine wind power is reinforced (rfd) to shake towards mooring pile and construction equipment thereof,"The utility model provides a be used for that soft base of marine wind power is reinforced (rfd) to shake towards mooring pile and construction equipment thereof, shake towards the mooring pile including ground the hypomere, under water the section, the ground hypomere includes a plurality of cylindrical cement stakes, and the cement stake is inside to have the prestress wire, and the lower extreme of cement stake is equipped with the end shield, and the periphery at the end shield is all fixed to the lower extreme of each steel strand wires, the upper end of each steel strand wires is all passed and is fixed at a first platform that lies in the seabed, the section includes a plurality of steel pipes under water, and each steel strand wires is located corresponding steel pipe, each steel pipe upper end is located more than the sea, and all with a second platform bottom surface fixed connection, each steel strand wires pass the second platform and the anchor at second platform top surface. During the construction, shake according to the conventionality earlier and dash a stake construction process and make the cement stake, in the cement stake is stayed to end shield and steel strand wires, then overlap the part that steel strand wires are arranged in the sea water and establish the steel pipe to fix respectively on first platform and second platform. The utility model discloses can satisfy the requirement to the anti - pulling capacity of the bearing capacity of ground and lateral load.",2016,E02D  27/42
472032041,CA20152948682,VERTICAL AXIS WIND MACHINE HAVING CONTROLLABLE OUTPUT POWER,"A vertical axis wind machine having controllable output power, comprising a wind machine base, and an integrated shaftless circular three dimensional framework having a rigid connection with an annular floating body; blades are installed on the three dimensional framework; the angles of attack of the blades are controlled via a computer; the wind machine base is provided with an annular groove with water; the annular floating body using the rigid connection to support the three dimensional framework is the bottom structure of the wind machine rotating body, and the shape of the annular floating body is consistent with the inner cavity of the annular groove; the angles of attack and lifting force direction of the blades installed on the wind machine can be automatically controlled by computer according to the momentary wind force on the blades; the blades of the wind machine are of a double-sided lift type; the lift-type blades are in the shape of wings, and the front edges thereof are normally in the windward direction, and the rear edges are in the downwind direction.",2015,F03D   5/04; F05B2270/1033; F03D   3/005; F03D   3/067; F03D   7/06; Y02E  10/70; F03D   3/00
472039921,JP20160515995,?????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,E02D   7/10; E02D   7/20; E02D  27/42; F03D  13/20; E02D  13/04; E02D  27/52; E02D   5/04; E21B   7/136; E02B  17/00
472049333,CN201620534276U,Compound power generation facility of strong magnetism,"Compound power generation facility of strong magnetism belongs to wind energy, solar energy application technology field. The utility model discloses a casing, generator and solar energy top cap, casing include the fan blade, and the fan blade is the top form, and the fan blade outside sets up the water conservancy diversion piece, and the fan blade is inboard to be connected with the rotor, sets up the stator between rotor and the dead axle, stator and dead axle assembly reciprocal anchorage, the bottom of rotor sets up the magnetic suspension bearing upper cover, and magnetic suspension bearing upper cover and rotor are connected fixedly, and the magnetic suspension bearing upper cover is cavity, and interior intracavity sets up lower of magnetic suspension bearing, and lower dead axle with the generator of magnetic suspension bearing assembles become an organic whole and lie in the lower extreme of stator, sets up strong magnetic path on magnetic suspension bearing upper cover and the magnetic suspension bearing contact surface between lower, lower of magnetic suspension bearing upper cover and magnetic suspension bearing and the magnetic path is relative with polarity by force, the dead axle is the hollow shaft, and the dead axle top is fixed with the solar energy top cap, water conservancy diversion base, water conservancy diversion base below device control ware are established in combination department of foot stall portion under dead axle and the magnetic suspension bearing.",2016,F03D   3/06; F03D  15/20; Y02E  10/74; F03D   9/25; F03D  80/70; H02S  10/12
472088521,CN201620731782U,Offshore wind power generation machine floats supplementary power generation facility of formula,"The utility model discloses an offshore wind power generation machine floats supplementary power generation facility of formula, including flotation tank, a supporting beam, fixed casing, slip casing and power generation facility. On the sea water surface of water is arranged in to the flotation tank, along with the sea water fluctuates and the motion, the slip casing is direct to be connected with the flotation tank, slides under the drive of flotation tank, fixed casing and the cooperation of slip casing, the slip casing becomes a pair of sliding pair with the set casing body group, a fixed casing and a supporting beam fixed connection, prop up the snap -on of supporting beam one end and on fan base, play the whole effect of supporting, rack among the power generation facility terminal with the set casing body coupling, simultaneously and the gear cooperation, because power generation facility links firmly with the slip casing, when slip casing and the cooperation of fixed casing were gliding, power generation facility can together be straight reciprocating motion along with the slip casing, because rack and pinion's mating reaction, can take place to rotate and then produce the electric quantity at slip in -process generator, converted the kinetic energy of sea water into electric energy.",2016,F03B  13/20; H02K   7/18; Y02E  10/725; Y02E  10/38; F03B  13/18
472094535,CN201620667360U,Promote marine wind power single pile changeover portion grouting material fatigue life's device,"The utility model provides a promote marine wind power single pile changeover portion grouting material fatigue life's device, including the steel pipe formula single pile of pile -sinking construction on the sea bed, the changeover portion structure is established to the pile bolck cover of steel pipe formula single pile, the changeover portion structure includes the changeover portion steel pipe, welds the support bracket on changeover portion steel pipe inner wall and fix and supporting the ring - shaped rubber pad piece under the bracket, changeover portion steel pipe cover is established the steel pipe formula single pile outside, the ring - shaped rubber pad piece supports support the bracket with between the steel pipe formula single pile. The utility model discloses a device utensil has absorbed partial upper portion load energy, has reduced and has transmitted to the tired load of grouting material and pile foundation, has promoted changeover portion grouting material's fatigue life, has reduced the reinforced (rfd) cost of later maintenance.",2016,E02D  27/44
472244089,US201515114784,Pile insertion,NULL,2015,E02D   7/22; E02D   7/26; F03D  13/22; E02D  27/525; E02D  27/12; F03D  13/20; F03D  13/25; E02D   5/56; E02D  27/52
472263569,ES20110193317T,Aparato y procedimiento de operaciÛn de una turbina eÛlica en mar abierto,"Un procedimiento de operaciÛn de una turbina eÛlica en mar abierto (100), estando la turbina eÛlica en mar abierto situada en el agua y que comprende un rotor (110) que incluye al menos una pala (108) de rotor y un sistema de accionamiento de cabeceo (112) acoplado a la al menos una pala (108) del rotor, estando el sistema de accionamiento de cabeceo (112) adaptado para el cabeceo de al menos una pala (108) del rotor, en el que la turbina eÛlica (100) comprende adem·s un control de la turbina eÛlica, comprendiendo dicho procedimiento: a) determinar al menos una condiciÛn del agua; y b) influenciar el control de la turbina eÛlica (100) en dependencia del resultado de la determinaciÛn, en el que la condiciÛn del agua es al menos una de la velocidad de la corriente de agua, la direcciÛn de la corriente de agua y el nivel de agua en la turbina eÛlica (100); y en el que la influencia en el control de la turbina eÛlica (100) incluye la definiciÛn de la configuraciÛn de un limitador de pico y el cabeceo de al menos una pala (108) del rotor de acuerdo con la configuraciÛn del limitador de pico; en el que la determinaciÛn de la al menos una de las condiciones del agua se realiza por medio de un sensor (302) capaz de medir directamente dicha al menos una de las condiciones del agua; y en el que la turbina eÛlica en mar abierto (100) incluye un valor nominal de un par·metro del limitador de pico, en el que la influencia en el control de la turbina eÛlica (100) en dependencia del resultado de la determinaciÛn comprende: i) definir un punto de referencia del limitador de pico; y ii) orientar la al menos una pala (108) del rotor en momentos por debajo del valor nominal del par·metro del limitador de pico y por encima del punto de referencia del limitador de pico.",2011,F03D   7/028; F03D   7/04; F05B2240/95; F05B2260/96; F03D   7/02; F03D   7/0224; Y02E  10/723
472304905,CN201620493615U,Marine wind power inlays rock single pile basis,"The utility model relates to a marine wind power inlays rock single pile basis, including being located center and the steel pipe single pile of the middle and upper end position of bottom entry sea bed on the sea level, a fan tower section of thick bamboo is installed to steel pipe single pile upper end, and week or peripheral part interval are provided with a plurality of linking firmly in the steel pipe bored concrete pile of steel pipe single pile in the steel pipe single pile, the middle and upper end position of steel pipe bored concrete pile bottom entry sea bed is on the sea level, the inside concrete embedded rock pile that has filled of steel pipe bored concrete pile lower extreme, concrete embedded rock pile lower extreme is worn out steel pipe bored concrete pile lower extreme and is built in in sea bed basement rock layer. This marine wind power inlays rock single pile basis has effectively solved present home can't realize that the full section of large -diameter pile base inlays the difficult problem of rock construction, has improved pile foundation horizontal bearing capacity and antidumping ability simultaneously, has reduced foundation structure's dynamic response, has enlarged the application scope on single pile basis, has high using value.",2016,E02D  27/42; E02D  27/12
472322791,CN201620605516U,Composite cylinder type basis of offshore wind power generation machine and combination electricity generation structure of using this basis,"The utility model discloses a composite cylinder type basis of offshore wind power generation machine, including ground and the sheath skirt of setting in the ground outside, it improves part and lies in: set up the ogee changeover portion at the top of ground, the cross section width of ogee changeover portion dwindles from bottom to top gradually, at the basic flange dish of the top of ogee changeover portion installation, the utility model also discloses a wind energy the wave energy the trend can make up the electricity generation structure, at the top on composite cylinder type basis installation aerogenerator, installs wave energy power generation facility on the basic flange dish on composite cylinder type basis, on the ogee changeover portion on composite cylinder type basis the cover establish the trend can power generation facility. The utility model discloses a wind energy the wave energy the trend can make up the electricity generation structure, and integrated an organic whole can be developed with wind energy development and wave energy, trend to structure, the size characteristics on make full use of composite cylinder type basis, makes three's sharing composite cylinder type basis bearing structure and power transmission system to effectively reduce development cost, had important meaning to commercialized application the that promotes marine wind energy, wave energy, trend ability.",2016,Y02E  10/38; Y02E  10/727; F03D  13/25; F03B  13/18; F03B  13/26
472326637,DK20080011573T,Offshore platform,NULL,2008,E02B  17/0034; E02D  27/42; Y02E  10/727; E02B  17/00; E02B2017/0043; E06C   7/185; F03D   1/00; E02B  17/02; F03D  13/22; E02B2017/0091; E02D  27/52; F05B2240/95; E02B  17/025; E06C   9/02; F03D  13/10; Y02B  10/30; E02B  17/0004; E02B2017/0065; E02D  27/425
472327773,CN201610239580,Off-Shore Floating Power Generation,The present invention relates to an offshore floating power generation device. The offshore floating power generation device includes: a seawater storing unit storing seawater therein and moving upward and downward while floating in the seawater according to an amount of the stored seawater; an intake pipe guiding the seawater received through an inlet to the seawater storing unit; a water turbine power generator formed in the intake pipe; and a water level control unit discharging the seawater stored in the seawater storing unit to the outside. The offshore floating power generation device is capable of producing power using the water turbine power generator when the seawater flows into the seawater storing unit through the intake pipe in the case of a difference in a water level caused by a decrease in a water level of the seawater storing unit lower than the water level outside of the seawater storing unit.,2016,Y02E  10/38; F03D   9/008; F05B2240/95; Y02E  10/20; F03B  11/08; F03D   9/25; Y02E  10/22; F03B  17/02; Y02E  10/725; Y02E  60/17; F03D   9/14; H02S  10/10; F03B  13/00; F05B2240/93; F05B2260/42; Y02E  10/28; F03B  13/06; F03B  13/26
472329135,CN201610245286,Offshore Floating Power Generator,"An offshore floating power generator includes: a sea water reservoir configured to store sea water and float on the sea surface, wherein the sea water reservoir comprises a low water tank having a first water level and a high water tank having a second water level higher than the first water level; an inlet pipe configured to guide the sea water flowing through an inlet portion to the low water tank or the high water tank; a connection pipe configured to connect the low water tank and the high water tank with each other; a water turbine generator provided on the connection pipe; and a water level adjustor configured to discharge the sea water stored in the low water tank to the high water tank, wherein, when sea water of the high water tank flows into the low water tank through the connection pipe due to a difference between the first water level and the second water level, power is generated by using the water turbine generator.",2016,Y02E  10/72; Y02E  60/17; F03D   9/008; Y02E  10/22; Y02E  10/28; F03B  13/00; F05B2260/42; F03D   9/007; F03D   9/14; F03B  13/06; F03B  13/26; F05B2240/93; Y02E  10/38; F05B2240/95; F03B  11/00
472368733,JP20150079044,"REMOVAL METHOD OF PILE FOUNDATION, PILE FOUNDATION AND INSTALLATION METHOD OF PILE FOUNDATION","PROBLEM TO BE SOLVED: To provide a removal method of a pile foundation which is installed on the water bottom ground for supporting an ocean wind turbine generator system.SOLUTION: The removal method includes the steps of: discharging earth and sand from the inside of a pile foundation 5 which has a hollow cylindrical shape; forming plural small holes 10 in the pile foundation 5 penetrating therethrough before installation or after discharging the earth and sand; and attaching a cap 22 to the top of the pile foundation 5 to cover the same. In this state, a compressed air is supplied into the inside of the pile foundation 5 to blow out the air from the small holes 10, and the pile foundation 5 is pulled out while being subjected to vibrations by means of vibration hammer 26.SELECTED DRAWING: Figure 7",2015,E02D   9/02; E02D   5/28; Y02E  10/722; E02D  27/52; F03D  80/00
472372438,JP20160525985,????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ????????????????????????????????????????????????????????????????????????????????????????????????,2014,B63B  21/50; B63B2209/20; F16G  13/16; B63B  21/20; F16G  13/12; F16G  15/00; B63B  35/00; B63B2035/446; F16G  13/14; F03D  13/25; F16G  15/04; F16G  15/12
472373209,ES20150000424,Planta offshore de conversiÛn de energÌas eÛlica y undimotriz a elÈctrica,"La invenciÛn denominada planta offshore de conversiÛn de energÌas eÛlica y undimotriz a elÈctrica, convierte eficientemente las energÌas eÛlica y undimotriz a energÌa elÈctrica en base al aprovechamiento de la estructura flotante (torre) que hace de soporte tanto del generador eÛlico como a las instalaciones de conversiÛn de energÌa undimotriz.",2015,F03D  13/22; Y02E  10/727; B63B2035/4466; F03D  13/25; F03D   9/00; B63B2035/446; F05B2240/95; E02B   9/08; Y02E  10/28
472384641,CN201620533503U,Aerogenerator under -deck gear box hollow shaft oil leak maintenance device,"The utility model relates to an aerogenerator under -deck gear box hollow shaft oil leak maintenance device, including collection oil ring, hose, time oil pipe, the hose runs through the setting in the main shaft of the hollow shaft of gear box and fan, leave the clearance between hollow shaft, main shaft and the hose, hose end is equipped with the first flange that seals the clearance with the hollow shaft outer end, cup joint the second flange on the hose of main shaft outer end, the second flange is connected with the main shaft, be equipped with a plurality of oil gallery on the same cross -section of hollow shaft, the oil gallery outside is equipped with an album oil ring, and the collection oil ring cup joints on the hollow shaft, collection oil ring and time oil pipe through connections. The utility model provides a hollow shaft oil leak and influencing become the normal work of oar system and device structure chronic with the big problem of expense.",2016,F16H  57/04; F03D  80/50; Y02E  10/722
472449466,CN201610600393,Multi-degree-of-freedom cyclic loading device for laboratory test study of offshore wind turbine foundation,"The invention discloses a multi-degree-of-freedom cyclic loading device for a laboratory test study of an offshore wind turbine foundation. According to the device, a pulley system is composed of a movable pulley and a fixed pulley, and is combined with a cyclic stepper motor, a spring base, a specially-designed model box, a steel frame and a flange disc, and cyclic loading in any period and any manner can be realized through controlling a moving distance and a moving speed of the cyclic stepper motor. In addition, cyclic loading at any angle can be realized through changing a connection position of the steel frame and the model box, rotating the flange disc, and using universal wheels to control the bottom of the base. The device disclosed by the invention is easy to machine and assemble, high in economical efficiency and practicability, and capable of being applied to the laboratory model test study of the offshore wind turbine foundation.",2016,E02D  33/00
472451587,CN201610594764,Floating type wind generator set load reduction method based on TMD and active anchor chain structure control,"The invention discloses a floating type wind generator set load reduction method based on a TMD and active anchor chain structure control. The floating type wind generator set load reduction method based on the TMD and active anchor chain structure control comprises the steps that firstly, when anchor chains are in a hung state, the corresponding relationship between the force of the damper and a piston relative to the displacement of a cylinder body is obtained through analysis, and the motion equations of a floating platform, a tower and the TMD are established; and secondly, when the anchor chains are in a tensioned state, correlation kinetic equations of the floating platform and the anchor chains are established, and active control is conducted over motors controlling the anchor chains so that the anchor chains connected with the floating platform can be tensioned or released, and therefore the surging, swaying and yawing phenomena of the floating platform are reduced. According to the floating type wind generator set load reduction method based on the TMD and active anchor chain structure control, the passive TMD adjustment is adopted; meanwhile, the states of the hung chains are changed for different sea conditions so that the load response of an offshore floating type wind generator set of a barge type structure can be controlled, and therefore the total load and the pitching motion of an engine room and the floating platform of the floating type wind generator set under different working conditions can be effectively reduced; and in this way, the quality of the electric energy output by the floating type wind generator set is improved, and the service life of the floating type wind generator set is prolonged.",2016,F03D   7/00; Y02E  10/723; F05B2270/331
472452002,CN201610595766,Analysis method of carrying out paralleling reactor optimization configuration on offshore wind power plant outgoing line terminal submarine cable,"The invention discloses an analysis method of carrying out paralleling reactor optimization configuration on an offshore wind power plant outgoing line terminal submarine cable. In the method, optimization configuration theory calculation of paralleling reactors is performed on an offshore-wind-power-plant no-load submarine-cable long line and two ports of an offshore booster station system component are networked so as to acquire a transition function of a no-load long line tail terminal voltage to a power-supply electromotive force. Mathematical analysis is performed on the transition function, different paralleling reactor configuration schemes are compared so that an effect of carrying out charging power reactive compensation on the no-load submarine cable long line tail terminal paralleling reactors is the best, an effect of carrying out reactive compensation on the paralleling reactor of two ends of the submarine cable simultaneously comes second and an effect of carrying out reactive compensation on a head terminal of the submarine cable is worst. Finally, analogue simulation verification is performed; electromagnetic transient analysis software PSCAD is used to establish a model and the no-load submarine cable under different paralleling reactor configuration schemes is operated in a simulation mode; compensation effects are compared and theory calculation correctness is verified.",2016,H02J   3/00; H02H   9/04; H02J2203/20
472462054,US201615241807,Vortex resonance wind turbine,"Wind turbine consisting of an anchoring to the ground or to a base and a mast, the natural oscillation frequency of which is purposely adjusted to the frequency of appearance of the air vortices or eddies produced after the collision of a laminar and stationary airflow against the surface thereof. The aeroelastic energy thus absorbed is converted into electrical energy due to the use of materials with high electromechanical coupling.",2016,F03D   5/06; F05B2220/706; H02N   2/18; H02N   2/185; H02N   2/188; F03D   5/00; F03G   7/08; F05B2240/122; Y02E  10/70; Y02E  10/725; F03D   9/25; F03D   9/00; F05B2260/407
472475372,CN201610665914,Rock-embedded single-pile double-cylinder construction assisting device and construction method thereof,"The invention relates to a rock-embedded single-pile double-cylinder construction assisting device and a construction method thereof, and aims to solve the problems of shallow-covered layer large-diameter single-pile rock-embedded construction, and the like. According to the technical scheme of the invention, the rock-embedded single-pile double-cylinder construction assisting device is characterized by comprising a conical pile-shaped outer protecting cylinder and a columnar inner protecting cylinder, wherein the conical pile-shaped outer protecting cylinder is sunk to a seabed; the columnar inner protecting cylinder is sunk into the outer protecting cylinder; the upper end of the inner protecting cylinder is exposed outside the outer protecting cylinder for a certain distance; an annular assisting platform is arranged at the upper end of the inner protecting cylinder; the bottom of the annular assisting platform is connected with the bottom of the outer protecting cylinder in a welded manner through a plurality of inclined support rods which are annularly and symmetrically distributed; support rods for support are welded between the inclined support rods and the upper part of the outer protecting cylinder; and a plurality of jacks which are annularly and symmetrically arranged, and a sand conveying tube which penetrates through the assisting platform and is connected with the inner wall of the outer protecting cylinder are fixed onthe assisting platform. The rock-embedded single-pile double-cylinder construction assisting device is applicable to the technical field of offshore wind power engineering, and particularly construction of rock-embedded single piles under a shallow covered foundation condition.",2016,E02D   5/66; E02D   5/68; E02D   5/665
472528994,CN201610465622,System and method of positioning offshore wind farm collecting power line fault,"The invention discloses a system and a method of positioning offshore wind farm collecting power line fault. Current transformers are arranged on the offshore wind farm collecting power line according to wind turbine pre-fabricated substation access points; multiple terminal units are used for acquiring current data of pre-fabricated substation high voltage-side CTs and CTs on the collecting power line; a fault positioning intelligent unit at a booster station end carries out processing and judging; and a fault positioning result is obtained finally. During a data processing process, a network transmission model is used for determining the time difference between different current terminal units; synchronous processing and correction are carried out on the data through interpolation calculation; when a differential protection principle is then used for fault judgment, a tri-linear differential protection criterion is provided, unbalanced current and CT saturation situations in the normal case can be avoided, the relation between the differential current and the braking current is judged, and a fault area is determined. The offshore wind farm collecting power line fault can be quickly positioned, and while tripping is protected, the fault area is judged.",2016,G01R  31/085; G01R  31/088; G01R  31/08; Y04S  10/522
472553332,CN201610451183,Fan arrangement method for offshore wind power plant,"The invention relates to a fan arrangement method for an offshore wind power plant. The fan arrangement method for the offshore wind power plant comprises the steps that an arrangement array of fans is determined; constraint condition data of the wind power plant are obtained; candidate arrangement schemes are selected according to the arrangement array of the fans and the constraint condition data of the wind power plant; wake flow losses of all the schemes are calculated; and the optimal scheme is checked. Compared with the prior part, the fan arrangement method for the offshore wind power plant has the advantages that changes of fan arrangement on the aspects of form, direction and interval are fully considered, the method can flexibly adapt to the condition where multiple predominant wind directions exist and complex geometric boundary of the wind power plant, the array screening range is wider, and the efficiency is higher.",2016,F03D   7/00; Y02E  10/723
472586304,CN201610547232,Folding type ocean tidal current energy and wind energy dual-purpose power generation device,"The invention provides a folding type ocean tidal current energy and wind energy dual-purpose power generation device. The folding type ocean tidal current energy and wind energy dual-purpose power generation device is composed of a device body. The device body comprises a floating body with a separation plate, a wind energy power generation system and a water energy power generation system. A first outlet for the wind energy power generation system to stretch out is formed in the upper end face of the floating body, and a second outlet for the water energy power generation system to stretch out is formed in the lower end face of the floating body. The wind energy power generation system is composed of a wind energy lifting table and a wind energy drive mechanism. The folding type ocean tidal current energy and wind energy dual-purpose power generation device solves the technical problem that in the prior art, the energy exploitation rate is low, and overcomes the defect that a traditional energy development machine is single in design structure; and the energy utilization rate is greatly increased, and the power generation efficiency of the single device is greatly improved.",2016,Y02E  10/38; F05B2240/95; Y02E  10/725; F03D   9/25; F03B  13/14; F03D  80/70; Y02E  10/722; F03D  15/00; F05B2260/4031
472588335,CN201610550214,Salient pole type offshore wind turbine parameter optimization method based on high-temperature superconducting magnet exciting coil,"The invention discloses a salient pole type offshore wind turbine parameter optimization method based on a high-temperature superconducting magnet exciting coil. A rotor of a motor is a salient pole; the magnet exciting coil adopts a high-temperature superconducting material; and the weight, loss and efficiency analysis of the motor are completed by setting of basic parameters of the motor, armature winding parameters, magnetic flux density, stator iron core parameters, wind turbine armature winding structure, high-temperature superconducting magnet exciting coil parameters, armature magnetic leakage and reverse magnetic potential under a load condition, three-dimensional magnetic field analysis and the like. According to the method, the salient pole type offshore wind turbine parameter optimization method can be carried out automatically according to computational formulas to realize optimization of the weight, the efficiency, the high-temperature superconducting material length and other parameters of the offshore wind turbine; and meanwhile, two closed loop feedback circuits of a magnetic field leakage inductance coefficient and a running current are included in the optimization process, so that the method plays a key role in improvement of the optimization of the motor performance.",2016,G06F  30/367; G06F  30/17; G06F  17/50; Y02E  10/725; H02K  15/00
472590810,CN201610613666,Wind power tower foundation with support and construction technology of foundation,"The invention relates to a wind power tower foundation with a support and a construction technology of the foundation. The foundation comprises a wind power tower foundation body, a ground anchor cage, a cushion layer, a ground anchor cage supporting column and the support. The ground anchor cage is vertically embedded in the wind power tower foundation body, the cushion layer is arranged below the ground anchor cage and the wind power tower foundation body, a hollow cavity is formed in the wind power tower foundation body, the cushion layer is arranged in the center of the lower surface of the wind power tower foundation body and downwards indented to form a concave cavity, the support used for fixing the ground anchor cage is arranged in the hollow cavity, the upper end of the support extends out of the upper portion of the hollow cavity and is fixedly connected with the ground anchor cage and the wind power tower foundation body, and the lower end of the support is fixedly connected with the cushion layer. The invention further provides a corresponding construction technological method. Installation is firm and reliable, and the support can be repeatedly used. The wind power tower foundation with the support and the construction technology of the foundation have the advantages that damaged anchor bolts can be replaced, and the support can be repeatedly used.",2016,E02D  27/425; E02D  27/42
472591169,CN201610621484,Transport installation platform for offshore wind turbines,"The invention discloses a transport installation platform for offshore wind turbines. The transport installation platform is characterized in that propellers (200) are arranged at the bottom of a main body (100); positioning grooves (110) are arranged in the main body (100); the positioning grooves (110) are used for fixing an installation base (400) of the offshore wind turbines (500); the positioning grooves (110) extend along the center of the main body (100); fixing holes (120) distributing in pairs and used for being in location fit with a tower tube (510) of the offshore wind turbines (500) are arranged in the main body (100); a lifting appliance (300) comprises an all-rotation main crane (310) and an all-rotation auxiliary crane (320); the all-rotation main crane (310) is used for lifting the installation base (400) and the offshore wind turbines (500); the all-rotation auxiliary crane (320) is used for fixing vanes (520) of the offshore wind turbines (500) while lifting the offshore wind turbines (500). By the arrangement, the problem that transportation and installation of the offshore wind turbines cannot be performed by existing wind power manufacturers can be solved.",2016,Y02E  10/727; Y02P  70/523; F05B2240/95; F03D  13/25
472591317,CN201610623263,Complete offshore wind power machine transportation and installation method,"The invention provides a complete offshore wind power machine transportation and installation method. A complete offshore wind power machine comprises a wind power body and a wind power base. The method includes that the complete offshore wind power machine is transferred by the land in the putting-down state through a cross-sea crane to be fixed to a lifting rack, in a flat state, of a mentioned shipment, and the lifting rack is rotated to the upright state after the shipment is transferred to the pre-installed location of the complete offshore wind power machine, so that the complete offshore wind power machine is turned into the upright state from the flat state to have the wind power state fixed on seabed. With the complete offshore wind power machine transportation and installation method and through the cross-sea crane and the shipment, using of a large-scale offshore floating crane is not needed, the shipment is low in the center of gravity during transportation, and simpleness in operation, high installation efficiency and low cost are achieved.",2016,B63B  35/00; B63B  27/00
472623494,KR20150061123,Wind power generator to be equipped with highly inertial rotor to have lift disk,"The present invention relates to a vertical axis wind power generator with low noise and low vibration, which includes a high inertia rotor with a lift disc in order to resolve the problems of a horizontal axis propeller-type wind power generator, such as noise and vibration, and the difficulty in maintenance arising from an acceleration unit and a generator which are installed at a high place. The vertical axis wind power generator includes the high inertia rotor which has a lift disc attached to an upper part and a drag blade attached to a lateral side. The inertia of the high inertia rotor is reduced or the high inertia rotor is floated by a lift force generated by the lift disc when wind is introduced, so rotation by the side blade can be easier and the rotational force is transmitted to an acceleration gear and the generator.",2015,F03D   3/06; Y02E  10/74
472659728,JP20150084509,"CABLE LEAD-IN STRUCTURE, CABLE LEAD-IN METHOD AND SHEATH PIP UNIT","PROBLEM TO BE SOLVED: To provide a simple cable lead-in structure capable of preventing a cable from being made into a free span state in occurrence of scouring.SOLUTION: In a cable lead-in structure 2 leading a cable 22 into a steel pipe pile 11 placed on a ground 100 of a water bottom, the steel pipe pile 11 has a hole 111 on a side surface thereof, and a sheath pipe 20 is attached to the side surface of the steel pipe pile 11. The sheath pipe 20 can rotate in a vertical surface with a lower part as an approximate center. The sheath pipe 20 is inclined toward the water bottom, the lower end part of the sheath pipe 20 is inserted into the steel pipe pile 11 through the hole 111, and the cable 22 is lead into the steel pipe pile 11 through the sheath pipe 20.SELECTED DRAWING: Figure 4",2015,Y02E  10/722; F03D  80/00; F03D  13/25
472669174,JP20160543559,??????????????????????????????????????????????????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,B63B  21/502; E02D  27/52; B63B  21/00; F03D  13/20; F03D  13/25; B63B  35/00; F03D  13/22; B63B2035/446; E02B2017/0091; F05B2240/95; B63B   1/107; B63B  35/44; F05B2240/93; B63B  11/04; B63B  43/06; E02B  17/00; B63B  21/50; Y02E  10/727
472744088,AU20150263682,Vertical axis wind machine having controllable output power,"A vertical axis wind machine having controllable output power, comprising a wind machine base, and an integrated shaftless circular three dimensional framework having a rigid connection with an annular floating body; blades are installed on the three dimensional framework; the angles of attack of the blades are controlled via a computer; the wind machine base is provided with an annular groove with water; the annular floating body using the rigid connection to support the three dimensional framework is the bottom structure of the wind machine rotating body, and the shape of the annular floating body is consistent with the inner cavity of the annular groove; the angles of attack and lifting force direction of the blades installed on the wind machine can be automatically controlled by computer according to the momentary wind force on the blades; the blades of the wind machine are of a double-sided lift type; the lift-type blades are in the shape of wings, and the front edges thereof are normally in the windward direction, and the rear edges are in the downwind direction.",2015,F05B2270/1033; F03D   3/067; Y02E  10/70; F03D   3/00; F03D   3/005; F03D   7/06; F03D   5/04
472781963,NL20162017637,SELF-PROPELLED JACK-UP VESSEL,"A self-propelled jack-up vessel has a centreline extending from a bow end to a stern end of the vessel along a central longitudinal axis, defining port and starboard sides of the vessel. The vessel comprises a hull, a deck and four retractable legs, which extend through the hull and the deck. The vessel includes a bow leg arranged on the centreline towards the bow, a stern leg arranged on the centreline towards the stern, and a starboard leg arranged at the starboard side. The diagonal placement of the legs, with respect to the centreline gives greater stability and flexibility. Further, a vessel is provided having a cruciform primary structural arrangement.",2016,F03D  13/40; B63B  35/44; B63B  27/10; F03D  13/25; Y02E  10/727; B63B2035/446; E02B  17/02; E02B  17/021
472805055,CN201610621916,Offshore wind power operation and maintenance supporting platform,"The invention discloses an offshore wind power operation and maintenance supporting platform. The supporting platform mainly comprises a main hull (100), a living building (200), a halting boat system (300) and a personnel transportation system (400); wherein, the living building (200) is arranged on the main hull (100), a roof (210) of the living building (200) is a helicopter landing port; the personnel transportation system (400) is arranged on the main hull (100) and used for transporting working personnel to a trestle (110) of the main hull (100); the halting boat system (300) is arranged on the main hull (100) and used for realizing withdrawal and release of a halting boat (b). With the offshore wind power operation and maintenance supporting platform, the problem that existing equipment cannot meet the requirement for ever-increasing workload of offshore wind power operation and maintenance can be solved.",2016,B63B  35/32; B63B  35/44; B63B  27/00
472848197,KR20150064350,ELECTRONIC DEVICE AND METHOD FOR DETERMINING CAPACITY AND THE NUMBER OF TRANSFORMERS OF AN OFFSHORE SUBSTATIONS RECORDING MEDIUM FOR PERFORMING THE METHOD,"The present invention relates to an electronic device and a method to determine the capacity and number of transformers in a marine substation, capable of minimizing all costs for a marine wind power generation plant. The present invention includes: an objective function determining part determining an objective function based on initial investment costs, management costs, and credibility costs for the marine wind power generation plant; and a transformer number and capacity determining part determining at least one number of installable transformer based on a tolerance of a marine substation in the marine wind power generation plant, selecting a number, making the objective function become minimum, and then determining the capacity of each of the transformers based on the selected number and whole capacity of the marine wind power generation plant.",2015,B63B  35/00; G06Q  10/06; B63B  35/44; H02J   3/00; G06Q  50/06; G06Q  10/00
472851586,KR20117028081,EXTRACTING WAVE ENERGY IN A WIND TURBINE INSTALLATION,??? ?? ??? ???? ?? ??? ??? ?? ?????? ???? ????? ????. ???? ?? ??? ???? ?? ??? ???? ??? ???? ?? ???? ?????? ??? ?? ??? ????.,2010,F03D   7/0276; F03D   7/04; F03D   7/042; F03D   7/0272; F03D  13/25; F03D   7/02; Y02E  10/727; Y02E  10/723; B63B  39/062; F05B2240/93; Y02E  10/38
472884367,JP20140557296,????????????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F05B2230/232; B63B  35/00; F03D  13/10; Y02E  10/727; B63B2001/128; F03D  80/00; B63B   1/107; F05B2240/93; B63B  75/00; B63B2035/446; Y02P  70/523; F03D  13/25
472896791,DK20130382358T,Vindm¯llevinge og fremgangsmÂde til at styre l¯ftet af vingen,NULL,2013,B63H   9/02; F03D   1/06; F03D   1/0616; F03D   1/0675; F03D   3/00; Y02E  10/28; Y02E  10/721
472926001,US201615244801,Floatable support structure for an offshore wind turbine or other device,"An apparatus for supporting an additional structure near a surface of a body of water, and a system which includes the apparatus and further includes the structure attached to the apparatus. The apparatus and the system are each configured to assume a rest position and orientation when the apparatus or system is floating at the surface and when the body of water is substantially still, where the rest orientation defines a vertical direction extending from the surface to a keel at a lowermost position of the apparatus. The apparatus includes a support member, which, in use, is attached to the additional structure; and buoyant units. Each buoyant unit is attached to the support member at or near the keel and extends from the keel in a longitudinal direction of the buoyant unit, which longitudinal direction defines an angle of approximately 35∞-65∞ with respect to the vertical direction.",2016,B63B  35/00; B63B2001/128; B63B  35/003; B63B  39/03; B63B2035/446; E02B  17/00; E02D  27/525; B63B  35/44; B63B2021/505; F03D  13/20; F03D  13/25; Y02E  10/727; E02D  27/42; F03D  13/22; E02B2017/0091; E02D  27/425; F05B2240/95; E02D  27/52; F05B2240/93; B63B   1/107; B63B  21/502; E02B2017/0039; E02D  27/50
472959083,CN201620786687U,Modular marine wind power foundation structure,"The utility model relates to a marine wind power foundation structure field, aim at provides a modular marine wind power foundation structure, modular marine wind power foundation structure, including single pile and the reinforcing bar concrete pile more than two, the diameter of single pile is greater than reinforcing bar concrete pile's diameter, reinforcing bar concrete pile more than two is parallel to each other and connects the lower terminal surface at the single pile, reinforcing bar concrete pile distributes at the circumference within range of single pile. The utility model has the advantages of the utility model discloses the marine wind power foundation structure of many reinforcing bar concrete pile and large -diameter single pile combination, large -diameter steel pipe pile after the pile sinking reaches certain degree of depth, continue the very big condition of the pile sinking degree of difficulty under, adopt a plurality of minor diameter reinforcing bar concrete pile to replace large -diameter steel pipe pile, continue the pile sinking, reduce the pile -sinking construction degree of difficulty, and the cycle is short, economic benefits is good.",2016,E02D   5/30; E02D   5/48; E02D  27/42; E02D  27/52
472959195,CN201620786625U,Marine wind power basis post pilework,"The utility model relates to a marine wind power foundation structure field, aim at provides a marine wind power basis post pilework, marine wind power basis post pilework, including single pile and the steel -pipe pile more than two, the diameter of single pile is greater than the diameter of steel -pipe pile, steel -pipe pile more than two is parallel to each other and connects the lower terminal surface at the single pile, the steel -pipe pile distributes at the circumference within range of single pile. The utility model has the advantages of the utility model discloses the marine wind power foundation structure of many steel -pipe piles and large -diameter single pile combination, large -diameter steel pipe pile after the pile sinking reaches certain degree of depth, continue the very big condition of the pile sinking degree of difficulty under, adopt a plurality of minor diameter steel -pipe piles to replace large -diameter steel pipe pile, continue the pile sinking, reduce the pile -sinking construction degree of difficulty, and the cycle is short, economic benefits is good.",2016,E02D  27/44; E02D  27/42
472960763,CN201620787201U,Marine fan tower foundation structure,"The utility model relates to a marine wind power mechanism field, aim at provides a marine fan tower foundation structure, marine fan tower foundation structure, including jacket and post pile cluster spare, the jacket is including setting up at the more than one of bottom drum, post pile cluster spare includes the post stake that more than one was parallel to each other, post pile cluster spare top sets up in the drum, connecting piece interconnect is passed through to the part of post stake setting in the drum, grout makes post pile cluster spare and drum interconnect in the drum. The utility model has the advantages of the minor diameter steel -pipe pile can be adopted in the post stake, and a plurality of post stakes jointly are connected through the connecting piece together and with the sleeve grout of jacket main duct bottom for forming the cancelled structure between the post stake, having increased the structure inertia couple, the the stiffness and the horizontal bearing capacity of reinforcing structure have reduced post stake pile body horizontal displacement, have improved basic antidumping ability.",2016,E02D  27/42; E02D  27/44; E02D  27/52
472960777,CN201620786607U,Marine structure scour prevention system,"The utility model relates to a marine structure scour prevention field, aim at provides a marine structure scour prevention system, marine structure scour prevention system, including overburden and ballast, the overburden comprises the flexible material who has the hole of permeating water, the overburden tiling sets up, ballast evenly distributed is in the overburden top, the density of ballast is greater than extra large density of water. The utility model has the advantages of this novel technical scheme constitutes collision avoidance system by overburden and ballast, and reasonable in design, simple structure, overburden cover in the sea bed surface and by the fixed compaction of ballast, do not receive the influence of rivers. This system can effectively reduce rivers and erode long service life to marine structure such as wind turbine foundation, extra large cable, marine pipeline.",2016,E02D  31/06
472967724,CN201620712047U,Closed marine type wind generating set cabin environment system,"The utility model relates to a closed marine type wind generating set cabin environment system, two inside and outside cabins body is divided by the lobe at cabin rear portion in whole cabin, except heat exchanger and run through the lobe and connect that other all devices all seal in the closed interior cabin body heat exchanger's the pipeline, under -deck air path circulating cycles through the coupling of under -deck heat exchanger with the water route, carry out the extrinsic cycle through the heat exchanger outside the cabin, form the circulation of water soft breeze respectively at two cabin bodies, can cool off a plurality of consumption parts in cabin inside simultaneously, and pass through the three -way valve, heater and cooling fan's coupling control realizes the inside air temperature and humidity precise adjustment in closed cabin, the inside humidity in closed cabin prevents simultaneously at normal work moisture range that the condensation from taking place, except that the outside heat exchanger water inlet and outlet pipes of cabin tail, whole under -deck system is isolated completely with external atmospheric environment, and salt fog environment corrosion is avoided to protection under -deck device, in order to promote a whole set of system reliability.",2016,F03D   9/30; F03D  80/80; Y02P  80/158; F03D  80/60; Y02E  10/722; Y02E  10/727
473036664,EP20160002663,OFFSHORE FLOATING INFRASTRUCTURE FOR EXPLOITING WIND ENERGY,"An offshore floating infrastructure for exploiting wind energy is described, comprising: an elongated floating element (1); a tower (11) arranged on and coaxial with the floating element (1); a first power generator (10) operatively connected to the tower (11), the first power generator (10) being rotating around the axis of the floating element (1) being pushed by the wind force; a wind rotor (12) assembled on the first power generator (10); and a second power generator (20) operatively connected to the floating element (1), the second power generator (20) being rotating around the axis of the floating element (1) being pushed by the wind force, the second power generator (20) being equipped with at least one oscillating arm (21) interacting with a system of ropes (22) adapted to connect the second power generator (20) to at least one power kite (23).",2016,B63B2035/446; F03D  13/25; F05B2240/93; F03D   1/00; Y02E  10/70; B63B  35/44; B63B2001/044; F03D   5/00; Y02E  10/727
473098311,KR20150076281,.Offshore Floating wind turbine comprising a plurality of generator units.,"The present invention relates to an offshore floating wind turbine comprising a plurality of generator units, and more specifically, to an offshore floating wind turbine which produces electric power by using sea breeze and which, when a plurality of generator units are combined to compose a generator, comprises a plurality of generator units which can produce electric power without being influenced by the wake of each of the generator units. The offshore floating wind turbine comprises: a main tower which is vertically placed on the sea; a plurality of generator units which are connected to the main tower; and a weather measuring tower which is placed in the center of a support unit which is placed on the top end of the main tower. The offshore floating wind turbine is not influenced by the wake from other generators, has a plurality of generator units which settle complexity of management of generator complexes and inconvenience in procedures, and has a simple structure to produce electric power.",2015,F03D   1/00; F03D   7/02; F03D   1/02; Y02E  10/723
473246628,US201414901959,Floating wind turbine,"Floating TLP wind turbine comprising a buoyancy structure, a plurality of braces, one or more tensioned mooring lines for each brace, and a support structure arranged on the buoyancy structure. The braces extend radially outwardly from a region of the buoyancy structure or support structure, each brace having a distal end portion with respect to the buoyancy structure or support structure. Each distal end portion of the braces comprises a guiding element to allow a guided passage of a tensioned mooring line. Each of the tensioned mooring lines is anchored to the seabed at a first end, and attached/coupled to a region of the buoyancy structure or support structure at a second end, said region being above the region of the buoyancy structure or support structure from which the braces extend radially outwardly. Each tensioned mooring line is guided by the guiding element of the corresponding brace.",2014,B63B  21/50; F03D  13/25; Y02E  10/727; B63B  21/502; B63B  35/44; B63B2035/446
473253328,US201514545768,System for producing fresh water and electricity using cold ocean water in combination with wind power,"A system for producing potable water and electrical power utilizing the difference in temperature between ambient air and deep, cold ocean water is disclosed. Cold water from depths of 2000 feet (610 meters) or more is pumped to a liquid/gas heat exchanger in the upper portion of a hollow cylinder. Ambient air currents are concentrated and diverted into the exchanger, becoming cooler and denser. Moisture condensing from the ambient air onto the cool surface of the heat exchanger is collected and channeled to storage or piped to shore. The air gains velocity before reaching a wind turbine near the bottom of the cylinder. This turbine is connected to a generator to extract the wind energy. This extracted energy is converted to electricity by the generator and sent to shore.",2015,B01D   3/00; B01D   5/0012; B01D   5/0054; H02K   7/18; F01D  15/10; Y02A  20/109; Y02B  10/70; Y02E  10/74; B01D   5/0084; Y02B  10/30; B01D   5/00; B01D   5/0057; F03D   3/04; F03D   3/0427; F03D   9/25; Y02P  80/158; F03D   9/00; F05B2220/62; Y02P  70/34
473253646,US201615186307,Floating wind turbine platform structure with optimized transfer of wave and wind loads,"A structure of a floating, semi-submersible wind turbine platform is provided. The floating wind turbine platform includes three elongate stabilizing columns, each having a top end, a keel end, and an outer shell containing an inner shaft. Each stabilizing column further includes a water entrapment plate at its keel cantilevered in a plane perpendicular to a longitudinal axis of the stabilizing column. The floating wind turbine platform also includes three truss members, each truss member including two horizontal main tubular members and two diagonal tubular members. The truss members connect the stabilizing columns to form a triangular cross-section. An elongate wind turbine tower is disposed over the top end of one of the three stabilizing columns such that the longitudinal axis of the tower is substantially parallel to the longitudinal axis of the stabilizing column.",2016,B63B   1/10; B63B   1/12; F05B2240/93; F03D   9/00; F03D  13/25; Y02E  10/727; B63B   1/107; F05B2240/95; B63B  35/44; B63B2001/128; B63B  39/03; B63B2035/446; B63B  39/06; B63B  43/06; B63B2039/067; B63B2209/20
473392666,CN201610615004,Combined offshore wind power foundation and construction method thereof,"The invention discloses a combined offshore wind power foundation and a construction method thereof. The wind power foundation comprises a caisson with a rectangular section frame body structure; multiple bays with water inlet valves and water outlet valves are formed in the caisson; inclined support rods and horizontal support rods are uniformly distributed between the caisson and upper and lower steel lantern rings; steel pipe piles are inserted and connected into the upper and lower steel lantern rings; during constructing, the steel pipe piles and the connected caisson, the horizontal support rods, the inclined support rods and the upper and lower steel lantern rings are totally floated in place; then, the caisson is sunk to a seabed through a mode of water feeding by the water inlet valve and exhausting by the water outlet valve; the upper and lower steel lantern rings are used as pile guidance to beat the steel pipe piles to a designed depth in the seabed; and finally, the steel pipe piles and the upper and lower steel lantern rings are respectively connected through high-viscosity materials. The combined offshore wind power foundation is simple in structure, reasonable in design, low in construction cost, capable of prefabricating, convenient for construction and higher in practicability, can preferably satisfy the mounting demands of an offshore wind power unit, and can effectively improve the construction efficiency and the construction quality.",2016,E02D  23/02; E02D  27/44; E02D  27/52
473450782,CN201610873912,Intelligent monitoring system and method for offshore wind turbine blade faults,"The invention provides an intelligent monitoring system for offshore wind turbine blade faults. The system comprises a monitoring terminal and a controller; the monitoring terminal comprises a current monitoring device, a wind power monitoring device, a start and stop monitoring device, a blade vibration monitoring device and a blade video monitoring device; the blade vibration monitoring device is connected with the current monitoring device and the wind power monitoring device separately; the blade video monitoring device is connected with the start and stop monitoring device; the blade vibration monitoring device and the blade video monitoring device are connected with the controller separately. Due to the fact that the blade vibration monitoring device is connected with the current monitoring device and the wind power monitoring device separately, blade vibration data of a wind turbine can be collected according to a first trigger signal or a second trigger signal, therefore, the blade vibration monitoring device does not need to collect the blade vibration data of the wind turbine in real time, and the running maintenance cost of the intelligent monitoring system for the offshore wind turbine blade faults can be reduced. The invention further provides an intelligent monitoring method for the offshore wind turbine blade faults, and the running maintenance cost can be reduced through the method.",2016,F05B2270/334; Y02E  10/723; F03D   7/00; F03D  17/00
473461817,DK20120850438T,VindkraftanlÊg til at omdanne vindenergi til elektrisk energi til havs,NULL,2012,F05B2240/95; B63B  35/44; F03D  80/00; F03D  13/25; F05B2240/97; Y02E  10/727; F03D  13/22; F05B2240/93; F03D  13/10; F03D   1/02; F05B2240/40
473484394,CN201620725231U,Two stator aerogenerator of rotor in middle of floating bearing supports,"The utility model provides a two stator aerogenerator of rotor in middle of floating bearing supports, this generator of includes external stator, internal stator and sets up the rotor between external stator and internal stator, its simple structure has just reduced the radial load of center pin, and it has guaranteed that the heat dissipation of internal stator and cooling effect are good.",2016,H02K  16/04; H02K   5/16; Y02E  10/725
473522329,PL20040721840T,WIND ENERGY PLANT,NULL,2004,A01K  61/70; F05B2240/912; F03D  80/00; Y10S 415/905; F03D  13/25; Y02E  10/727; F03D  11/00; F03D  80/30; F05B2240/95; Y02A  40/83; A01K  61/00; Y02P  60/64
473532089,DE201510121794,Ankervorrichtung und Schwimmvorrichtung,"Die Erfindung betrifft eine Ankervorrichtung 1 zum Befestigen wenigstens eines Ankerseiles 10 einer Schwimmvorrichtung 52 an einem Gew‰sserboden 16, wobei die Ankervorrichtung 1 wenigstens einen Ankerkasten 2 aufweist, wobei die Ankervorrichtung (1) wenigstens ein Lager mit einem Innenring (6), der an dem wenigstens einen Ankerkasten (2) angeordnet ist und der eine erste Lagerfl‰che (20) aufweist sowie wenigstens einem Auflenringsegment (8) aufweist, an dem das wenigstens eine Ankerseil (10) befestigt ist und das an der ersten Lagerfl‰che (20) verschiebbar angeordnet ist.",2015,B63B2035/446; B63B  21/227; B63B  21/29; F03D  13/25; F03D  13/00; Y02E  10/727; B63B2021/505; F05B2240/93; F03D   1/02
473532908,RO20160000580,FLOATING PLANT FOR PRODUCING ELECTRIC ENERGY FROM MULTIPLE RENEWABLE SOURCES,"The invention relates to a system for producing electric energy based on the cumulated effect of several sources of renewable energy, i.e. hydraulic energy, wind energy and solar energy. According to the invention, the system couples two modules (1 and 2), one cylindrical aerial module, which collects both the energy of the air currents and the solar energy and one cylindrical partially submersed module, which collects the hydraulic energy, at the intersection of a central vertical axle (3) of the aerial module (1) with a horizontal axle (4) of the partially submersed module (2) there being a rotation speed multiplication and rotation coupling (5), on the central axle (3) of the aerial module (1) there being eight rows of trapezoidal blades (6) arranged in extension of one another and in perpendicular planes, on the generatrices of the cylindrical aerial module (1), there being provided some vertical slots (7) for concentrating the air current, adjustable by a system of deflectors (8) which also have the role of support for some photovoltaic cells (9) for collecting the solar energy, where the aerial module (1) is provided, in the upper side, with a cone-shaped solar panel (10), and the partially submersed module (2), of the same diameter as the aerial module (1), is immersed into water so that the horizontal axle (4) has no contact with water, on the horizontal axle (4) there being 16 rectangular paddles (11), eight on each side of the coupling (5), on the generatrix of the cylindrical module (2), there being six horizontal slots in the submersed area and two symmetrical slots (12) above the horizontal axle (4), the partially submersed module (2) being also provided with two intervention manholes (13), the submersed part of the module (2) and the assembly comprising the aerial module (1) and the part of the partially submersed module which is above water are delimited by a floating platform (14), on which there are a technological space (15) and a research space (16).",2016,Y02E  10/74; Y02E  10/38; F03D   9/00; F03D   3/06; F03B  13/14; F03D   3/04
473553279,CN201620638946U,Vertical axis wind power generation device driver's ship,"The utility model relates to a vertical axis wind power generation device driver's ship, it is including having the hull and the vertical axis wind power generation drive arrangement of screw, and the screw is at the inside motor of taking the gear that is equipped with of hull, and in this vertical axis wind power generation drive arrangement holding was fixed in the hull, outside the hull upper deck was located to vertical axis wind power generation drive arrangement's blading dew, vertical axis wind power generation drive arrangement passed through the wire and is connected with the electronic electromechanics of screw, the utility model discloses drive power derives from the wind energy, clean environmental protection, and the non -staining environment need not to use other energy drive boats and ships to go, has saved the cost that goes, and can keep boats and ships continuously to go, marine calm state, but also continuously drive.",2016,Y02E  10/727; Y02T  70/5254; B63H  13/00; Y02T  70/58; F03D   9/25; B63H  21/17; F03D   9/32
473569373,CN201620675106U,Axial flow power helical pipe power generation system,"The utility model relates to an axial flow power helical pipe power generation system, it includes: helical pipe, generating set and frame, it be the excircle of screw link strengthen the pipeline or in the screw excircle link the design of strengthening the pipeline and improving large -scale screw or screw shaft simultaneously to excircle output power from the screw increases substantially power, strengthens anti destructiveness, the maintenance cost is low, realizes large -scale screw or screw shaft hydroelectric power generation, provides dive formula slug flow electricity generation scheme and main equipment for tide, riverbed, water pipe wind channel, universal ocean current water conservancy and universal wind -force.",2016,F03D   1/06; F03B   3/12; F03B  13/10; Y02E  10/725; Y02E  10/22; Y02E  10/223; Y02E  10/722; F03D   9/25; F03D   1/02; F03D  15/10; Y02E  10/721
473572303,CN201620687388U,"Tower section of thick bamboo unit, a tower section of thick bamboo and aerogenerator","The utility model discloses a tower section of thick bamboo unit, the novel nipple rectifier comprises a cylindrical shel, the barrel is formed by concrete, at least one first reinforcing bar layer, second reinforcing bar layer and the connecting device one -piece casting of locating the barrel both ends, second reinforcing bar layer is followed by a plurality of second reinforcing bars the constitution is arranged to the barrel hoop, the second reinforcing bar has predetermined stress, and its both ends respectively through the retaining member with the connecting device installation at barrel both ends is fixed. The utility model discloses the barrel of tower section of thick bamboo unit adopts reinforced concrete loop configuration and prestressed concrete technique, after fan cast in situs is accomplished again with the stretch -draw of second reinforcing bar to designing the pretightning force value, messenger's concrete bears certain precompression, has improved the tensile strength of concrete barrel, has promoted the whole bearing capacity of a tower section of thick bamboo. The utility model discloses the tower section of thick bamboo and the aerogenerator that adopt this tower section of thick bamboo unit are further still disclosed.",2016,Y02E  10/727; F03D  13/25
473573802,CN201620719311U,Wheel counter -current power fly leaf draws and hangs zhang heliu wooden handcart and power generation system,"The utility model relates to a wheel counter -current power fly leaf draws and hangs zhang heliu wooden handcart and power generation system, it includes: runner, center pin, fly leaf, draw and hang piece, chain belt, frame and generating set, the plural number fly leaf is connected the plural number with the power end respectively and is drawn and hang and respectively with the fly leaf fulcrum with draw and hang an other end activity hinge joint on the chain area, the runner circulation linkage fly leaf at chain belt linkage frame both ends constitutes the stream wooden handcart, under class masterpiece is used, the fly leaf that flows wooden handcart one side is drawn a pulling force that hangs and is in and opens the fender stream mode, and flow the fly leaf following current of wooden handcart opposite side and hang messenger's fly leaf following current in the fluid in the anti - push -and -pull of flow directn, unbalance and the rotary driving generating set of runner both sides atress like this, for the tide, the riverbed, the water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow electricity generation scheme and main equipment, big power has, the anti reinforce that destroys, the characteristics that the maintenance cost is low.",2016,Y02E  10/223; F03B   7/00; Y02E  10/226; F03B  11/00; Y02E  10/725; F03B  13/00; Y02E  10/722; F03D  80/00; F03D   9/25
473591630,CN201620816744U,Wind power generation tower hyollow foundation support,"The utility model relates to a wind power generation tower hyollow foundation support, including bracket and support column, the hollow position of the vertical setting of support column in wind power generation tower hyollow foundation to outside extending to hollow position, the bracket level sets up in the top of support column, and with support column fixed connection, the bottom of support column is equipped with first connecting plate, the support column is connected through the bottom of first connecting plate with wind power generation tower hyollow foundation. The beneficial effects of the utility model are that: the utility model discloses a wind power generation tower hyollow foundation support, simple structure, it is firm reliable, when the wind power generation tower is constructed, need not practice thrift manpower and materials with the fixed earth anchor cage of crane.",2016,E02D  27/42
473630490,CN201610782781,Offshore wind farm resonance inhibiting method based on modal calculation,"The invention discloses an offshore wind farm resonance inhibiting method based on modal calculation. The method comprises the steps that 1, a system harmonic wave model is established according to a connection relation between an offshore wind farm system, namely, all components and a cable; 2, a network admittance matrix of the system is established according to the system harmonic wave model, the modal impedance frequency spectrum of the system is solved through a modal method, participation factors of all nodes are calculated, and the true generation position of resonance is determined; 3, inhibiting measures for the resonance are designed according to the participation factors. According to the method, the installing position of a filter is determined according to the participation factors, and compared with the traditional method that the filter is only installed at a confluence point, harmonic waves transmitted in a wind field can be better inhibited.",2016,G06F  19/00; G06F  17/50; G16Z  99/00
473656031,ES20130161084T,Procedimiento para la regulaciÛn de corriente,"Procedimiento para la regulaciÛn de la corriente de un sistema (2) offshore de energÌa eÛlica, en el que el sistema (2) offshore de energÌa eÛlica posee al menos un cable (8, 10) submarino, comprendiendo: - registro de la corriente inyectada en un punto de inyecciÛn del cable (8, 10) submarino, - determinaciÛn de la corriente m·xima dependiente del tiempo admisible para el cable (8, 10) submarino en funciÛn de un valor prefijado de un par·metro de temperatura m·ximo admisible en un punto de referencia, que se halla a una profundidad prefijada en el fondo (26) marino, determinando la corriente m·xima admisible en funciÛn de la distancia del cable (8, 10) submarino al punto de referencia y - regulaciÛn de la corriente inyectada en el cable (8, 10) submarino de tal modo, que la corriente inyectada no rebase la corriente en funciÛn del tiempo m·xima admisible determinada.",2013,H02J   3/386; Y02E  10/723; F03D   7/02; Y02E  10/763; H02J   3/38; F03D   9/00; F05B2240/95; F03D   7/0284
473829084,KR20150087480,MUD MIXING NOZZLE,A mud mixing nozzle is disclosed. The mud mixing nozzle comprises: a venturi unit wherein a moving flow path into which mud powder discharged from a mud mixing hopper is introduced to be moved is formed; an injection nozzle injecting drilling water to the moving flow path at a side surface of the venturi unit; and a rotating body which is installed in the injection nozzle to allow rotation by injection pressure of the drilling water so that the drilling water can be injected into the moving flow path while forming an eddy.,2015,B05B   1/34; E21B  21/06; Y02E  10/727; B01F   5/02; B63B  35/44; B01F   5/00
473872703,KR20150174101,Junction Node of Truss for Offshore Wind Power Generation Plant,"The present invention relates to a junction node of a truss, where first and second branch pipes (3) are connected to be inclined from the center line of a main pipe (1) at a center angle, respectively. The junction node of a truss comprises: first and second risers (5) which are formed on one surface of the main pipe where the first and second branch pipes are connected to be symmetrical toward the first and second branch pipes; support parts (7) which are formed in the first and second risers, respectively, to be extended in a cylinder shape; and spherical insertion parts (9) which are inserted into the first and second branch pipes to be fastened to the ends of the support parts, wherein the symmetrical surface (11) where the first and second risers touch each other forms a vertical surface (13) with respect to the main pipe, wherein the vertical surface and the support parts form the angle of 90-center angle degrees, and wherein the junction node is manufactured through a casting process.",2015,E04H  12/14; E04H  12/00
473877254,KR20150105252,SYSTEM AND METHOD FOR PROVIDING FISHING INFORMATION USING FACILITIES IN OFFSHORE WIND AREA,"Provided is a system for providing fishing information using facilities in an offshore wind power area. The system for providing the fishing information includes: an ocean information obtaining apparatus for obtaining ocean information to provide the ocean informational through wireless communication; an ocean informational providing terminal for transmitting the ocean information provided from the ocean information obtaining apparatus to a fishing information server through an internet; a regional fisherman terminal for transmitting fishing point information obtained by a fish detector and the fishing information interlocked with ships to the fishing information server through the internet; and a fishing information server for providing a paid service as a reward with respect to provision of the fishing point information and the fishing point information and the fishing information to the regional fisherman terminal, providing the ocean information, the fishing point information, and the fishing information to a client terminal, additionally providing a ship reservation and fishing comments sharing service to the client terminal, and providing a shipping cost payment service for ship-renting between the regional fisherman terminal and the client terminal.",2015,G06Q  10/02; G06Q  50/06; G06Q  50/02; G06Q  50/10; G06Q  30/06
473883314,KR20167033415,SYSTEM FOR MOORING OFFSHORE STRUCTURE GROUP AND METHOD FOR MOORING OFFSHORE STRUCTURE GROUP,"??? ?????(10)? ???? ?????? ??? ??? 1?? ?????(10)? 3?? ?? 8?? ??? ??? ???? ????(20)? ????, ??? ??? ????(20)? ??? ????(30)? ???? ???? ?? ??, ??? 1?? ????(30)?, ?????? ?? 3? ?? 8? ??? ?????(10)? ??? ???? ????(20)? ????. ??? ??, ??? ?? ? ??? ?????, ?? ?????(10)? ???? ????(20)? ??? ???, ????(30)? ????? ??? ????, ? ?????(10)? ?????, ? ?????(10)? ???? ????(30)?? ?? ?? ????, ? ?????(10)? ?? ?????(10)? ???? ?? ?? ? ??, ? ????? ????(20)? ??? ???? ???? ? ??, ???? ??????? ??? ? ??.",2014,B63B2021/505; Y02E  10/722; B63B  21/50; B63B  35/00; B63B2035/446; B63B2021/203; B63B2035/442; B63B2209/20; Y02E  10/72; B63B  21/20; B63B  35/44
473886870,NL20162017797,"Offshore system for converting energy, and method for the assembly and use of such an offshore system","An offshore system for converting energy comprises: at least one energy convertor 2 for converting renewable energy into electrical energy, a renewable liquid fuel synthesis plant 4 comprising at least an electrical connection 6 with the energy convertor 2 and an inlet 8 for sea water 10, an offloading device 12 for transferring the renewable liquid fuel to a vehicle 14 and/or a pipeline, and a foundation 16 which in an operative state of the offshore system 1 rests on a sea bed 18 and supports the renewable liquid fuel synthesis plant 4.",2016,F03D  13/25; Y02E  10/727; F03D   9/19
473912153,CN201610663711,Offshore wind power plant wake flow loss measuring method based on running draught fan SCADA data,"The invention discloses an offshore wind power plant wake flow loss measuring method based on running draught fan SCADA data. According to the method, the running draught fan SCADA data and field anemometer tower data are mainly utilized, screening treatment is conducted, abnormal recorded values and shutdown time periods are removed, and the actual generating capacity of each section of each draught fan is obtained; and a wind power plant is divided into a plurality of sections, the reference generating capacity of each section is calculated, and accordingly the wake flow loss is calculated. The measuring method has the beneficial effects that measuring is convenient, cost is low, data are easy to obtain, and accuracy is high.",2016,F03D  17/00
473922333,JP20160134830,PROPELLER,"PROBLEM TO BE SOLVED: To provide a propeller improved in properties.SOLUTION: One or more blades 202, 204 are connected to a central shaft 206. A propeller is rotated counterclockwise as shown in curved arrows. With this, as shown by three arrows on the right and left sides, air flows are created toward the propeller center from its opposite sides. Air also flows into the paper surface (front to back) from the configuration shown in the figure with the counterclockwise rotation of the propeller. Namely, the propeller pulls air in from the sides of the blades toward the rotation axis of the propeller and creates pressure in an area near the center of the rotating shaft of the propeller so that thrust is generated.SELECTED DRAWING: Figure 2",2016,B63H   1/14; B64C  11/48; F01D   5/14; F03D   1/06; Y02E  10/721; Y10T  29/49332; B64C  11/00; B64C  11/16; F01D   5/141; B63H   1/265; B63H   5/07; B64C  11/18
473924677,JP20150111563,COOLING SYSTEM FOR OFFSHORE WIND POWER GENERATION FACILITY SUBMARINE CABLE,"PROBLEM TO BE SOLVED: To provide a cooling system for an offshore wind power generation facility submarine cable, capable of suppressing a rise of temperature of the submarine cable.SOLUTION: A submarine cable 1 is connected to an offshore wind power generation facility 20. The submarine cable 1 is inserted into a protective pipe fixed on the offshore facility, and is connected to the offshore wind power generation facility 20 in the air. The submarine cable 1 is connected to another offshore facility, an electric power substation on the ground, etc. and transmits electricity obtained by wind power generation. The protective pipe 3 is provided outside the offshore wind power generation facility 20. On the offshore wind power generation facility 20 is provided a cooling device 10. The cooling device 10 is composed of a pump 5 and an injection pipe 7. The cooling device 10 is a device for cooling the protective pipe 3 and the submarine cable 1. The injection pipe 7 is connected to the pump 5. The pump 5 takes sea water by using a water-intake pipe submerged under the sea, and discharges sea water to the protective pipe 3 through the injection pipe 7. A monitor device 21 measures or estimates a temperature of the submarine cable.SELECTED DRAWING: Figure 1",2015,H02G   9/00; B63B  35/00; H02G   1/10
473958837,JP20150114999,OFFSHORE WIND TURBINE INSTALLATION METHOD AND TRANSITION PIECE,"PROBLEM TO BE SOLVED: To provide an offshore wind turbine installation method capable of preventing striking between members caused by oscillation generated by tidal wave or wind when the offshore wind turbine is installed on a pile and capable of reducing shock occurred, and provide a transition piece therefor.SOLUTION: A transition piece is configured by a pile cover 29 and a guide pile 41. When an offshore wind turbine and a pile 27 are connected, the guide pile 41 is lowered under a state in which an air tube 45 is contacted with an outer peripheral surface 37 of the pile cover 29 integrated with an upper end of the pile 27 while air is being fed to each of the air tube 45 arranged in an annular form at an inner peripheral surface 43 of the guide pile 41 integrally formed with a lower end of the offshore wind turbine and a space 59 inside the guide pile 41, and then the guide pile 41 is applied to the pile cover 29. At this time, an insertion guide 47 at the inner peripheral surface 43 of the guide pile 41 is fitted to a guide groove 57 of the outer peripheral surface 37 of the pile cover 29. After this operation, a flange 39 of the pile cover 29 and a flange 49 of the guide pile 41 are fastened by a fastener.SELECTED DRAWING: Figure 6",2015,B63B  39/02; B63B  27/00; F03D  80/00; Y02E  10/722; F03D  13/25; B63B  35/00
473984842,JP20140553949,????????????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2012,Y02E  10/727; F03D   7/0224; F03D   7/04; Y02E  10/725; B63B2035/446; F03D   9/25; Y02E  10/723; F03D  13/25; F03D  17/00; F03D   7/0204; F05B2240/93; F03D  80/00
474020681,JP20150124993,FLOATING BODY TYPE OCEAN WIND POWER GENERATION DEVICE,"PROBLEM TO BE SOLVED: To provide a floating body type ocean wind power generation device showing a high tracking characteristic for wind direction through its simple configuration.SOLUTION: A floating body type ocean wind power generation device 1 has a floating body 2 connected to an engaging pipe 7 through a holding arm 16 and a dampening holder arm 28. A supporting column 3 is vertically installed at the floating body 2, an upper end of the supporting column 3 has a nacell 5 and wind turbines 4 are fixed to this nacell 5. A power generation device 6 is arranged at a lower end of the supporting column 3. Electrical power generated at the power generation device 6 is transmitted to an electrical wiring in the engaging pipe 7 through a slip ring 13. The engaging pipe 7 and a holding arm 16 are rotatably connected to each other by an alignment bearing 14 arranged in a rotating mechanism 8 and oscillatably arranged. A lower part of the engaging pipe 7 and a dampening holder arm 28 are connected through a damper mechanism 20. The damper mechanism 20 holds the engaging pipe 7 through a dampening material under its free passing state.SELECTED DRAWING: Figure 1",2015,F03D   7/04; Y02E  10/721; Y02E  10/722; Y02E  10/727; F03D   9/30; Y02E  10/723; F03D   1/06; F03D  80/00
474096358,CN201620861999U,Offshore wind power generation system,"The utility model discloses an offshore wind power generation system, including floating carrier, pillar, generating set, pivot and fan blade, wherein, the pillar lower extreme is fixed on floating the carrier, is equipped with lifting rotary device in the pillar upper end, lifting rotary device includes lifting and drop rotating pillar and drive arrangement, lifting and drop rotating pillar upper end and generating set fixed connection. It removes humidity control system to be equipped with intelligence in the generating set, intelligence is removed humidity control system and is included programmable control module, temperature acquisition module, operation module, executable module, humidity transducer and dehumidifier. The utility model discloses offshore wind power generation system has that the cost lowly, easy is maintained, high, the damp proof technological effect such as salt fog of preventing is rateed to wind energy utilization.",2016,F03D   9/25; F03D  80/00; Y02E  10/722; Y02E  10/727; Y02E  10/725; F03D  13/25
474098378,CN201620875279U,Utilize wind -force oxygen suppliment and utilize device that solar energy drew water,"The utility model relates to an utilize wind -force oxygen suppliment and utilize device that solar energy drew water belongs to the wind energy utilization field, including aerogenerator and gas making device, the gas making device include that the middle part cover is established in the pivot of aerogenerator blade and with aerogenerator's blade rotatory gas making case and water electrolyzing device together, this utilize wind -force oxygen suppliment and utilize device that solar energy drew water can utilize the hydrogen manufacturing of action of the wind system oxygen, and equipment structure is simple, need not to reform transform original aerogenerator by a wide margin, can provide aquaculture required oxygen, especially is fit for being used for carrying on near current marine aerogenerator aquaculture.",2016,F03D   9/25; Y02E  70/10; Y02P  80/158; C25B   1/04; Y02E  60/366; Y02P  20/133; F03D   9/20; F04B  17/03; H02S  40/38; Y02E  10/725; Y02P  20/134; Y02P  70/523
474102502,CN201620844479U,Novel add wing stake,"The utility model discloses a novel add wing stake. It includes steel -pipe pile, annular slab, rib and the wing, and the steel -pipe pile welding has the annular slab, and the annular slab upper surface passes through the rib to be connected with the steel -pipe pile, the rib be triangle -shaped, the welding of annular slab below has a plurality of wings, crisscross setting of rib and the wing. The utility model discloses a set up the reinforced plate on fin upper portion, make every effort to reduce cost when increasing pile foundation rigidity to promote marine wind power's commercialized process.",2016,E02D  27/44
474103216,CN201620794079U,A multi freedom cyclic loading device for indoor experimental study of marine wind turbine foundation,"The utility model discloses a multi freedom cyclic loading device for indoor experimental study of marine wind turbine foundation, the device utilize movable pulley and fixed pulley to form pulley system, combine endless stepping motor, spring base and special design's mold box, steel frame and ring flange, can realize arbitrary cycle and any type of cyclic loading through displacement and the translation rate who controls the endless stepping motor. In addition, changing the hookup location of steel frame and mold box, rotating the flange dish, the cyclic loading of arbitrary angle degree can be realized to the universal wheel of copy control base bottom simultaneously. The utility model discloses easily the equipment of processing ann has higher economic nature and practicality, can be applied to marine wind turbine foundation's laboratory model testing research.",2016,E02D  33/00
474110600,CN201610748212,Wind-solar complementary type unmanned driving ferry boat system based on Internet,"The invention discloses a wind-solar complementary type unmanned driving ferry boat system based on Internet. The wind-solar complementary type unmanned driving ferry boat system comprises a ferry boat and a ground control subsystem, wherein the ground control subsystem comprises an autonomous navigation module and a manual remote control module; the autonomous navigation module is used for realizing the autonomous navigation of the berry boat when the ferry boat is navigated on a fixed route; the manual remote control module is used when the ferry boat is started, and is approached or left away from a berth or the autonomous navigation module fails; an unmanned ferry boat navigation subsystem comprises two nacelle type propellers and a berth approaching and leaving pedal, and the nacelle type propellers are arranged at head end and tail end of the ferry boat; a communication subsystem comprises a wireless communication unit and a wired communication unit; a power subsystem comprises a storage battery, a conventional power grid unit, a wind energy magnetic suspension power generation unit and a solar power generation unit, the storage battery is used for supplying power for the ferry boat, and the conventional power grid unit, the wind energy magnetic suspension power generation unit and the solar power generation unit are used for charging electricity for the storage battery. The wind-solar complementary type unmanned driving ferry boat system has the advantages that the safe, intelligent and reliable person-carrying and river-crossing functions of the unmanned driving ferry boat are realized, and the reliability of intelligent power supply on the boat is greatly improved.",2016,B63B  27/14; B63B2209/20; G05D   1/0022; G05D   1/02; G05D   1/0206; G08C  17/02; B63B2201/16; G05D   1/00; B63H2021/171; B63B2209/18; B63H  21/17
474251182,KR20160100480,METHOD FOR CORRECTING PERPENDICULARITY OF OFFSHORE WIND POWER FACILITY WITH SINGLE SUCTION PILE,"The present invention relates to a method for correcting perpendicularity of an offshore wind power facility, and more specifically, to a method for correcting perpendicularity of an offshore wind power facility with a single suction foundation which uses a pair of levels arranged perpendicular to each other and installed on a center line of an offshore wind power facility consisting of a single suction foundation having three compartments by three bulkheads radially installed to have an equal angle on the center line to calculate an azimuth () of a current position (A) of an end point of a horizontal component at an origin of the offshore wind power facility, calculates a distance (l) from the origin to a center of a nacelle to find which compartment the current position (A) is located on, then calculates distances (l1, l2, l3) between the origin and points (B1, B2, B3) where a path of the current position (A) and a plurality of action lines meet when rotating the single suction foundation by allowing a negative pressure or a negative pressure and a positive pressure to act on the found compartment and the remaining compartment to calculate the shortest distance, then moves the current position (A) to a corresponding arbitrary point by allowing a negative pressure or a negative pressure and a positive pressure to act in each compartment to move the current position (A) by the shortest distance, and repeats until a pair of a level value and an inclination value is within an allowable value.",2016,F03D  17/00; E02D  27/52; Y02E  10/72; F03D  13/20
474275485,CN201620947398U,Marine wind power fortune dimension ship,"The utility model discloses a marine wind power fortune dimension ship, include the main hull and step on by the system, the main hull is the twinhull vessel type, the main hull includes location base member two at least and rolling member two at least, twinhull vessel type be equipped with respectively on two ship lamellar bodies in the main hull the location base member, the location base member with the rolling member is located the bow position respectively, the rolling member set up in on the ship lamellar body, at least two distance between the rolling member equals to be arranged in the distance between two adjacent wind tower cat ladder fenders of the marine fixed wind tower of as ready dimension, step on by the system include vertical position sensor, vertical pneumatic cylinder, transversely rotate position sensor, transversely rotate the pneumatic cylinder, vertically rotate position sensor and vertically rotate the pneumatic cylinder. The utility model has the advantages of simple structure step on the system of leaning on, and have stronger resistance wind -wave capability, security performance height, manufacturing cost are lower.",2016,B63B  27/14; B63B   1/12
474282872,CN201620760847U,Utilize power generation system who synthesizes ocean energy,"The utility model relates to an utilize power generation system who synthesizes ocean energy. The system includes hydraulic pressure ability collection module, power module, generated power control module and energy storage and absorption vibration module through the pipe connection, the energy transfer that hydraulic pressure ability collection module collected is used for generating electricity for power module, generated power control module is used for controlling the size of hydraulic pressure energy output in can collection module, the energy storage with absorb vibration module and be used for the fluctuation of absorption liquid pressure energy, wherein, generated power control module includes deadweight safety valve and proportion overflow valve. The utility model discloses on the bases through a large amount of investigations in earlier stage, can have obvious coincidence on resource district and time based on marine wind energy, wave, still have certain complementarity simultaneously on different seasons, time, has proposed to carry out the wind energy and has developed and used with the complementary of wave energy, realize the optimal configuration of resource reducing the energy development cost, improved above all can the source follower stability.",2016,Y02E  10/72; F03D   9/17; F03B  13/14; Y02E  10/38; Y02E  60/15; F15B   1/02; F15B  21/14
474303186,CA20142954232,SYSTEM FOR MOORING OFFSHORE STRUCTURE GROUP AND METHOD FOR MOORING OFFSHORE STRUCTURE GROUP,"A system includes mooring lines 20 arranged respectively in three to eight directions, and at least one of a plurality of offshore structures 10 included in the offshore structure group is moored by locking the mooring lines 20 in the respective directions with separate mooring bases 30, and at least one of the mooring bases 30 locks the mooring lines 20 which are connected respectively to three to eight of the offshore structures 10 in the offshore structure group. With this configuration, even when part of the mooring lines 20 mooring the offshore structures 10 is broken or the mooring function of the mooring bases 30 is lost, although the offshore structure moves, the offshore structure 10 is kept being moored by the remaining mooring-line group, so that the offshore structure 10 can be prevented from colliding with another offshore structure 10, thus making it possible to moor the offshore structure 10 at the offshore installation site safely without excessively increasing the strength of the mooring lines 20 in the mooring directions.",2014,B63B2035/442; B63B2021/203; B63B  21/50; Y02E  10/722; B63B  35/00; B63B2209/20; Y02E  10/72; B63B  21/20; B63B2021/505; B63B2035/446
474306925,KR20160114119,One integrated offshore wind turbine installation apparatus and method of installation comprises a suction base,"The present invention provides an installation device and an installation method of an integrated offshore wind turbine with a suction foundation. The present invention comprises a suction foundation on a lower portion thereof to bury the suction foundation in the ground by sucking and discharging underground water stored in an inner space of the suction foundation when the suction foundation penetrates into the seabed and to install an integrated offshore wind turbine quickly and economically. To this end, the installation device of an integrated offshore wind turbine with a suction foundation, comprises: a buoyancy body having a buoyant force to float on a water surface; an elevating means provided in the buoyancy body and vertically lifted and lowered in a state that a part of a foundation structure is mounted; and a support bracket adapted to support the elevating means to the buoyancy body.",2016,B63B  27/00; B63B  27/02; B63B  35/003; F03D   1/00; B63B  35/00; F03D  13/40; Y02E  10/72
474372243,JP20140557297,??????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D  13/40; B63B  35/00; F03D   9/255; F03D   9/30; F03D  13/10; B63B  35/44; B63B2001/128; B63B2021/505; B63B2035/446; B63J   3/04; B63B   1/107; B63J  99/00; F03D  80/00; B63B  21/50; F05B2240/93; Y02E  10/727; B63B  22/20; F03D   7/0264; F03D   7/042; F03D  13/25; F05B2240/95; F03D   9/25; F03D   9/28; F03D  80/50; Y02E  10/725; B63B   9/00; B63B  39/03; B63B2001/044; F03D   9/32
474389925,DK20090750017T,"WING-TIP DEVICE FOR THE TIP OF A WING, THE BLADE OF A WIND GENERATOR OR OF A MARINE GENERATOR FOR REDUCING OR EVEN CANCELLING WHAT ARE KNOWN AS WING TIP VORTICES",NULL,2009,B64C  23/06; F05B2240/30; B64C  23/065; F15D   1/10; Y02E  10/721; Y02T  50/164; F03D   1/065
474402063,US201615140336,Vortex propeller,"A central shaft is oriented in a position that is normal to the surface of the ground and normal to a direction of fluid flow. The central shaft has a plurality of blades emanating from the central shaft, wherein each one of the plurality of blades has an outside edge and an inside edge, the inside edge being attached directly to an outside surface of the central shaft. The outside edge of the blade extends upward curving around the central shaft and the inside edge of the blade extends upward curving around the central shaft. The turn rate of the inside edge of the blades about the central shaft is less than the turn rate of the outside edge of the blades about the central shaft.",2016,F03D   3/00; F03D   3/06; F03D   3/005; F03D   7/06; Y02E  10/74; B63H   1/12; B63H2001/122; F03D   3/061; B63H   1/26
474535551,CN201610951751,Method and system for forming offshore wind plant integration scheme,"The invention relates to a method and system for forming an offshore wind plant integration scheme. The method comprises the following steps: acquiring target power grid parameters, and generating an offshore wind plant integration scheme according to the target power grid parameters; acquiring a technical index after the offshore wind plant power in each offshore wind plant integration scheme is integrated into a target power grid; designing a topological structure and equipment reliability parameters according to the offshore wind plant integration scheme having the technical index meeting the requirement of a preset technical index, and calculating an economic index corresponding to the offshore wind plant integration scheme according to the topological structure and equipment reliability parameters of an offshore wind plant; comparing corresponding offshore wind plant integration schemes according to the economic index to acquire an optimized offshore wind plant integration scheme, and outputting; evaluating the technical index and economic index of each offshore integration scheme to acquire an optimized offshore wind plant integration scheme. Therefore, the offshore wind plant integration scheme has optimized investment cost, and the integration cost for an offshore wind plant can be reduced.",2016,H02J   3/38; H02J2203/20; H02J   3/386; Y02E  10/763
474538513,CN201610946236,Blade running state monitoring system for offshore wind turbine,"The invention provides a blade running state monitoring system for an offshore wind turbine. The system comprises a blade frequency acquisition device for acquiring the blade frequency of the wind turbine, a synchronous driving circuit for receiving the blade frequency and outputting two paths of same driving signals having the frequency in an integer multiple relation with the blade frequency, a light emitting device for receiving the driving signals, emitting light having the frequency same as that of the driving signals and irradiating the rotating blades, a thermal image acquisition device for receiving the driving signals and performing thermal image acquisition in the frequency same as that of the driving signals to obtain thermal image data, and an analysis terminal for receiving the thermal image data and performing fault analysis; the blade frequency acquisition device is connected with the synchronous driving circuit; the synchronous driving circuit is connected with the light emitting device and the thermal image acquisition device; and the thermal image acquisition device is connected with the analysis terminal. The blade running state monitoring system for the offshore wind turbine can timely monitor the blade state of the wind turbine.",2016,F03D  17/00
474592754,CN201620948299U,Levelling mechanism and anemometry equipment,"The utility model relates to a leveling technical field of marine anemometry platform, in particular to levelling mechanism and anemometry equipment. The levelling mechanism includes: supporting part, platform and elastic element, the platform articulates on the supporting part, and elastic element's upper end and platform are connected, and the lower extreme is connected with the supporting part. The utility model provides an atress, elastic element self cushions the shock attenuation through the deformation, and its response is very fast that is used for the levelling mechanism of anemometry equipment, receives external force when the platform and takes place to shake the measured time, and elastic element produces to be out of shape thereupon and draws or compress, and elastic element's elasticity buffering platform shakes the measured time to make the levelling mechanism leveling very fast.",2016,F03D  80/00; Y02E  10/722
474609578,CN201620606578U,Marine wind power and solar energy integration technical equipment,"The utility model discloses a marine wind power and solar energy integration technical equipment, its constitution includes: wind -powered electricity generation host devices, pylon, sea level, sea bed face, extra large cable tube, chain, floating block, connecting plate, solar energy component and wind turbine foundation, its characterized in that: solar energy component fixes on the floating block of being made by high density polyethylene through the connecting plate, the floating block links together through metal crate, floats on the sea level to be connected with wind turbine foundation through the chain, wind turbine foundation installs on the sea bed face, installs the pylon on wind turbine foundation, and wind -powered electricity generation host devices is installed on the top of pylon, the sea cable tube connect on wind turbine foundation. It not only practices thrift marine resources, reduces construction and output cost, can utilize to bigger efficiency solar energy resource in addition on not influencing the basis of wind energy.",2016,B63B  35/44; E02D  27/42; E04H  12/00
474609590,CN201620606580U,Marine wind turbine foundation of multi -bucket negative -pressure barrel pipe posture,"The utility model discloses a marine wind turbine foundation of multi -bucket negative -pressure barrel pipe posture, it includes: jacket steel construction and two above negative -pressure barrel, jacket steel construction top is equipped with work platform, is equipped with the changeover portion above the work platform, is equipped with a tower section of thick bamboo above the changeover portion, platform in the middle of being equipped with above the jacket steel construction more than the sea level, middle platform is connected with the cat ladder, the top of running through the jacket steel construction is equipped with an extra large cable tube to the bottom, be equipped with two above negative -pressure barrel bottom the jacket steel construction, and is equipped with air exhaust device above every negative -pressure barrel respectively, and air exhaust device is in position more than the sea bed face. It compares the wave load that the structure bore with traditional gravity type foundation less, and to compare the antidumping ability stronger with the single -bucket negative -pressure barrel basis, has the advantage that marine process is few, the efficiency of construction is high, the cost is low.",2016,E02D  27/42; E02D  27/24; E02D  27/52
474609746,CN201620606576U,Marine fan inlays interim construction platform in rock single pile basis,"The utility model discloses a marine fan inlays interim construction platform in rock single pile basis, it is a jacket structure of being connected the component by four supplementary tubular pile (2) and vaulting pole (6), its characterized in that: pilespacing between four supplementary tubular pile (2) is 18m, the high 20m that is of jacket platform, set up platform two (5) and platform (4) respectively in the position apart from jacket structure top 5m and 2m, and all installed the jack on platform two (5) and the platform one (4), be used for adjusting the straightness that hangs down that the steel protected a section of thick bamboo (1), be provided with bottom the jacket structure and prevent sinking board (3), set up limiting member on platform (4), the bracket is shelved on limiting member, organizes the steel to protect a section of thick bamboo and sinks. Its effectual more shallow batholith sea bed in top layer residual material layer of having solved, marine fan inlay the difficult problem of rock single pile foundation construction, inlay rock single pile basic technology and provide strong support for marine wind power already introduces marine fan, have reduced engineering cost.",2016,E02D  27/52; E02D  27/42; E02D  27/12
474619114,DK20120891221T,FREMGANGSM≈DE OG INDRETNING TIL STYRING AF INDRETNING TIL GENERERING af VINDKRAFTELEKTRICITET P≈ ET FLYDELEGEME OG INDRETNING TIL GENERERING AF VINDKRAFTELEKTRICITET P≈ ET FLYDELEGEME,NULL,2012,F05B2270/309; F03D   7/0224; F03D   7/026; F03D   7/04; F05B2240/93; F03D   7/0252; F05B2260/901; B63B2035/446; Y02E  10/721; Y02E  10/723; F03D   7/0244; F03D  13/25
474619160,DK20130745339T,Flydende vindm¯llesikkerhedssystem,NULL,2013,B63B2035/446; F03D   7/042; Y02E  10/725; B63B  39/03; F05B2240/93; F03D   7/02; F03D  13/25; B63B  39/00; Y02E  10/727; F03D   9/257; Y02E  10/723
474656794,US201615267655,Renewable energy marine hydrokinetic or wind turbine,"Three controls, three variable gear assemblies, a hatch, and a variable torque and power generator (VT&PG), may be used independently and together to provide constant frequency and voltage output power and to increase the amount of output power generated with the same input water flow or wind speed. A three variable spur/helical gear assembly of sun and planetary gear sets is a mechanical three variable control and referred to herein as a Transgearô gear assembly, simply Transgear. A hatch wraps around a waterwheel and may control the amount of water inlet to the system by opening and closing and may be controlled by Transgears and a VT&PG. Two Transgears may comprise a constant speed motor control and produce required frequency and voltage and be reduced in part count and complexity. The VT&PG of a marine hydrokinetic or wind power generator may be used as a low torque generator and a high power-rated generator in these applications and may generate more electric power than a conventional fixed power generator (the rotor axially aligned to overlap the stator in a conventional manner) over a wider input range.",2016,F03B  17/06; F03D   3/002; F05B2240/93; H02P   1/04; Y02E  10/28; F03B  13/10; F05B2210/11; F05B2210/16; F05B2240/97; F03B  15/08; F03B  15/12; F03D   7/02; F03D   9/00; F05B2260/404; F16H  48/06; H02P   9/04; Y10T  74/2101; F03B  13/00; F03D  17/00; F05B2220/706; F05B2260/40311; F05B2270/32; H02K   7/183; F03B  17/063; F03D   3/04; F03D   3/0436; F03D   9/25; F05B2210/12; Y02E  10/74; F03B  13/264; F05B2220/32; H02K   7/116; F03B  11/00; F03B  11/02; F03B  15/16; F03D  15/00; F05B2270/101; Y10T  74/18056; F03B  13/26; F03D   3/00; H02K   7/18
474684400,JP20150141165,WIND POWER GENERATION DEVICE,"PROBLEM TO BE SOLVED: To provide a wind power generation device capable of suppressing degradation of power generation efficiency as much as possible.SOLUTION: A wind power generation device includes a fixing member 2 fixed in a manner that a central shaft C extending along a prescribed direction is applied as a shaft core, and provided with a winding coil 6 disposed radially from the central shaft C toward an outer peripheral portion, a rotary member 3 disposed around the fixing member 2 rotatably about the central shaft C as the shaft core, and provided with a magnet 7 for power generation in a manner of being opposed to the winding coil 6, magnets 4a-4h for floating, opposed to an outer peripheral portion of the fixing member 2 and an inner peripheral portion of the rotary member 3 respectively with same polarities, and floating the rotary member 3 from the fixing member 2 by magnetic repulsive force, and a blade member 5 disposed on the outer peripheral portion of the rotary member 3 and rotating the rotary member 3 to the fixing member 2 in the circumferential direction by receiving wind force.SELECTED DRAWING: Figure 1",2015,F03D   3/06; Y02E  10/74; F03D  80/00; F16C  32/04; H02K  21/22
474684802,JP20150140138,SUCTION ANCHOR EXTRACTION PREVENTION METHOD AND SYSTEM,"PROBLEM TO BE SOLVED: To prevent extraction caused by an excessive external force without increasing the size of a suction anchor.SOLUTION: A suction anchor extraction prevention system 1 comprises: a drainage pump 10 that communicates with and is connected to an internal space of a suction anchor 2; a weight meter 7 as measurement means for measuring a tensile force generated at a tension cable 5; and an operation control device 8 as operation control means for controlling activation of the drainage pump 10. The operation control device 8 determines whether or not the tensile force measured by the weight meter 7 has exceeded or can exceed a predetermined allowable tensile force and, when the tensile force has exceeded or can exceed the predetermined allowable tensile force, activates the drainage pump 10 so that water spreading in the internal space of the suction anchor 2 is drained away.SELECTED DRAWING: Figure 1",2015,F03D  80/00; E02D   5/80; F03D  13/25; Y02E  10/722; E02D  27/52
474692185,JP20160540011,????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,F03D  13/22; B63B  75/00; E02D  27/14; F05B2240/95; E02B2017/0091; E02D  13/00; B63B  35/00; E02D  27/425; F03D  13/10; F03D  13/25; E02B2017/0047; Y02E  10/727; B63B  35/003; B63B  35/28; B66C   1/56; E02B2017/0065
474717757,CN201611051920,Wind energy and ocean energy integrated generating set,"The invention relates to a wind energy and ocean energy integrated generating set. The generating set comprises a tidal current energy driven generating set and a wave power driven generating set, wherein the tidal current energy driven generating set is arranged below the sea level and comprises a turbine and a rigid supporting frame; the turbine comprises an impeller rotating horizontally; the impeller is provided with a through hole; a vertical shaft is arranged on the rigid supporting frame; the impeller sleeves the vertical shaft via the through hole; the wave energy driven generating set comprises an oscillatory type floater; the oscillatory type floater is connected with the upper part of the vertical shaft and is positioned on the sea level. According to the wind energy and ocean energy integrated generating set disclosed by the invention, the impeller and the oscillatory type floater are together arranged on the same vertical shaft, so wave energy and tidal current energy can be transformed into kinetic energy of the vertical shaft; meanwhile, the power supplied to the impeller and the oscillatory type floater is increased, and energy transformation ratio is increased.",2016,F03B  13/18; F03B  13/26; F03D  13/25; Y02E  10/38; Y02E  10/727; F05B2220/706; Y02E  10/223; Y02E  10/28; F03B   3/12; F03B  13/14; F03D   9/25; F03B  13/264; F03D   9/008; Y02E  10/725
474727134,CN201610908799,Offshore wind power generation device,"The invention provides an offshore wind power generation device and belongs to the technical field of wind power generation. The offshore wind power generation device comprises a support column and a wind power generator mechanism arranged at the upper end of the support column. The lower end of the support column is provided with a floating body. Piston cylinders are arranged at the four corners of the floating body. Each piston cylinder comprises a piston, a cylinder body and a piston rod. Each piston is arranged in an inner cavity of the corresponding cylinder body. The inner cavity of each cylinder body is divided by the corresponding piston into a liquid cavity and a gas cavity. Each piston rod is movably arranged at the lower end of the corresponding cylinder body. Seal arrangement is adopted between each piston rod and the corresponding cylinder body. The upper end of each piston rod is located in the corresponding gas cavity, and the end of each piston rod is fixedly connected with the lower side face of the corresponding piston. The upper end of each piston rod is located outside the corresponding cylinder body, and the end of each piston rod is provided with an adjusting plate. The liquid cavities of two piston cylinders located at each diagonal line of the floating body communicate with each other through a liquid pipe, and the gas cavities of two piston cylinders located on each diagonal line of the floating body communicate with each other through a gas pipe. The lower end face of the floating body is fixedly connected with a fixing ring. The fixing ring is connected with a locating anchor through a fixing rope. The offshore wind power generation device has the advantages of being stable in work, being slightly influenced by stormy waves and the like.",2016,F03D   1/06; F03D   9/008; Y02E  10/721; F03D  13/25; Y02E  10/725; F03B  13/22; F03D   9/25; F03B  13/24; F03D   1/065; F03D   1/0675; Y02E  10/722; Y02E  10/727; F05B2220/706; F03D  15/10; Y02E  10/38
474797404,JP20150537515,??????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,F03D  80/82; F03D  13/25; F03D  80/80; F03D  80/60; Y02E  10/727; F03D  80/00; F05B2240/95
474863163,CN201620875655U,Nested formula stormy waves optical integrated circuit self -power data buoy of many casings,"The utility model discloses a nested formula stormy waves optical integrated circuit self -power data buoy of many casings, it mainly contains buoy body system, wind optical power generation system, unrestrained four parts of power generation system and information acquisition transmitting system that flow, wherein buoy body structure adopts the structure of the nested formula of many casings, install on the buoy body be used for realizing marine wind energy, solar energy and unrestrained flow can collection and the wind optical power generation system and the unrestrained power generation system that flows of storage, wind optical power generation system and the unrestrained power generation system mutual independence that flows set up, have avoided the buoy continuation of the journey problem because of the unstable production of marine weather, guarantee that the buoy lasts continuation of the journey and all -weather data acquisition ability. The utility model discloses structural design is compact, the marine buoy structure of being convenient for one the nature protection, installation and transport, novel structure has the value of in -depth study and popularization again.",2016,F03B  13/12; B63B  22/00; H02S  10/12; H02J   7/35
474887148,CN201620536089U,Compound power generation facility of solar energy wind -force,"The utility model provides a compound power generation facility of solar energy wind -force, belongs to wind energy, solar energy application technology field. The utility model discloses a casing, generator, solar energy top cap, casing include the fan blade, and the fan blade is the top form, and the fan blade outside sets up the water conservancy diversion piece that the multi -disc was arranged in proper order, the inboard of fan blade pass through the connection piece with the rotor of generator is connected, set up stator, stator and dead axle assembly reciprocal anchorage between the rotor of generator and the dead axle, the bottom of rotor sets up bearing, bearing Kit in dead axle, the dead axle is the hollow shaft, the threaded eye is established to the dead axle upper end, and the top of dead axle is fixed with the solar energy top cap, the dead axle lower extreme sets up the water conservancy diversion base, water conservancy diversion base below device control ware, the work of each part is controlled to the controller. The utility model discloses a fan blade is the top form, and multi -disc water conservancy diversion piece is established in the fan blade outside, can utilize the wind -force of various wind directions simultaneously, the utility model relates to a simple structure can realize batch production.",2016,Y02E  10/722; F03D   9/25; F03D  80/00; H02S  10/12; Y02E  10/725; Y02P  70/523
474892278,CN201620212071U,Marine V type aerogenerator,"The utility model provides a marine V type aerogenerator, belongs to wind power generation technical field. Marine V type aerogenerator includes V type wind wheel, gear drive, shaft coupling, generating set and base platform, V type wind wheel sets up the swinging boom that three slopes were arranged, swinging boom lower extreme and the assembly of wind wheel carousel, the swinging boom uses the wind wheel rotation axis to be radially distributed as the center, sets up the blade in the upper end of each swinging boom, wind wheel rotation axis lower extreme passes through gear drive, the shaft coupling is connected with generating set, generating set installs on the base platform, the base platform adopts sea stake or anchor chain to be fixed in the seabed. The utility model has the characteristics of it is convenient that construction cost is low, the installation is maintained, can avoid the damage at high sea condition lower blade according to marine stormy waves conditioning swinging boom and blade angle, prolong the life of offshore wind power generation machine.",2016,F03D   3/06; Y02E  10/74; F03D   7/06; F03D   9/25
474892378,CN201620216853U,Dampproofing system of offshore wind power generation unit motor heating,"The utility model provides a dampproofing system of offshore wind power generation unit motor heating, including controlling means and with set up the heater in the motor, controlling means is used for opening of control heater to stop. The utility model discloses a control sets up and stops inside the opening of heater of motor, can make the inside comdenstion water evaporation that forms of motor to can improve the insulating nature of motor.",2016,F03D  80/60; Y02E  10/722
474912741,DK20100760295T,Fundamentkonstruktion til vindm¯lle,NULL,2010,E02D  27/425; F03D  13/22; F05B2250/311; Y02E  10/727; E02D  27/50; F05B2240/95; E02D  27/52; E02D  27/42; F03D   1/00
474912927,DK20130159219T,"VÊrkt¯j til montage af rotorvinger p et rotornav, offshore konstruktionsindretning og fremgangsmÂde til montage af en vindgenerator",NULL,2013,F03D   1/06; F05B2230/60; Y02E  10/727; F03D  13/10; F05B2240/95; Y02E  10/721; Y02P  70/523; F03D   1/0658; F05B2230/61; F05B2230/6102; F03D   1/00
474912977,DK20110193711T,Offshore-vindm¯lle og fremgangsmÂde til drift af samme,NULL,2011,E02B2017/0091; F05B2270/334; H02P   9/008; H02P   9/00; F05B2240/95; H02P   9/04; Y02E  10/723; E02B  17/00; F03D   7/02; H02P2101/15; F03D   7/0296; F03D   7/04; F03D   7/042; F05B2260/96; E02B2017/0065
474998957,AT20160050228,Auflenbordantrieb f¸r einen Bootskˆrper,"Es wird ein Auflenbordantrieb f¸r einen Bootskˆrper (1) mit einem Gestell (5) und mit einer Halterung (7) f¸r das Gestell (5) beschrieben, das an einem Ende einen Propeller (4) und eine mit der Propellerwelle (3) antriebsverbundene, als Motor oder Generator betreibbare elektrische Maschine (2) aufweist, die als Motor an eine Batterie (14) und als Generator an eine Ladeeinrichtung (13) der Batterie (14) anschlieflbar ist. Um vorteilhafte Konstruktionsverh‰ltnisse zu schaffen, wird vorgeschlagen, dass die Halterung das Gestell (5) f¸r den Generatorbetrieb der elektrischen Maschine (2) in einer mit dem propellerseitigen Ende nach oben weisenden Hochstellung aufnimmt, in der auf der Propellerwelle (3) ein Windrad (9, 19) befestigbar ist.",2016,F03D   9/32; B63H  20/08; Y02E  10/72
475019477,CN201610899805,Passive wave absorbing and roll damping power generation device of floating draught fan platform,"The invention provides a passive wave absorbing and roll damping power generation device of a floating draught fan platform. The passive wave absorbing and roll damping power generation device comprises the floating draught fan platform, wave absorbing floaters, buffer springs and linear generators. The floating draught fan platform comprises platform pile legs and brace rods. Each linear generator comprises a stator and a rotor. The passive wave absorbing and roll damping power generation device can reduce motion response of floating draught fans under the wave action and can also absorb wave energy and convert wave energy into electric energy. The buffer springs and the linear generators can play a role of roll damping, increase motion damping of the floating draught fan platform and can reduce motion response of the floating draught fan platform under the wave action. The wave absorbing floaters absorb wave energy and convert wave energy into motion mechanical energy of the wave absorbing floaters. The motion mechanical energy of the wave absorbing floaters can be converted into electric energy through the linear generators. The passive wave absorbing and roll damping power generation device can effectively reduce the motion response of the floating draught fan platform under waves, enable the draught fans to be in a more stable operating state and improve the working efficiency and safety of the draught fans.",2016,F05B2240/93; H02K   7/1876; Y02E  10/38; F03D  13/25; Y02E  10/727; F05B2240/95; F03B  13/20; H02K   7/18
475087873,CN201620210673U,Swinging boom can receive and release type offshore wind power generation machine,"The utility model provides a swinging boom can receive and release type offshore wind power generation machine, belongs to wind power generation technical field. Aerogenerator's wind wheel sets up the swinging boom, the swinging boom slope is arranged to the wind wheel rotation axis sets up the blade for the center is radially distributed in the upper end of swinging boom, and its special part lies in: the swinging boom lower extreme is installed on the wind wheel carousel with articulated mode to hinged end at the swinging boom is equipped with first tractive arm, first tractive underarm end and swinging boom fixed connection, the articulated assembly of actuating mechanism is receive and release through second tractive arm and setting at the rotatory epaxial swinging boom of wind wheel in the upper end. The utility model discloses can suitably adjust the inclination of swinging boom according to the marine stormy waves condition, reach the purpose that satisfies the stability requirement, guarantee the reliability of offshore wind farm work.",2016,F03D   3/06; Y02E  10/74; F03D   7/06
475088319,CN201620506551U,Middle -size and small -size multistage vertical axis aerogenerator,"The utility model discloses a middle -size and small -size multistage vertical axis aerogenerator belongs to wind power generation equipment technical field, including the blading, generating set, the battery, inverter, wind -force detection device, a controller, generating set includes the generating set casing, floating generator, a fixed base, the fixing power generating machine, the floating generator fixing base, the guide arm, floating generator elevating gear, the fixing power generating machine, a fixed base, the guide arm sets up in generating set casing bottom, floating generator sets up on the floating generator fixing base, floating generator elevating gear sets up on the fixing base, the floating generator fixing base is connected with floating generator elevating gear, controller control floating generator elevating gear's switch, floating generator elevating gear realizes reciprocating of floating generator fixing base, this generator is fit for operation wind speed wide range, it is effectual that to have solved the noise big, the area occupied is big, the maintenance cost is high, start a series of problems that are difficult to the solution such as wind speed height.",2016,F03D   3/06; F03D   9/11; F03D  15/00; Y02E  10/74
475092157,CN201620604349U,Marine wind power steel -pipe pile side sensing fiber protection device,"The utility model discloses a marine wind power steel -pipe pile side sensing fiber protection device, it includes wind -powered electricity generation cylindrical steel pipe post, the inner wall of wind -powered electricity generation cylindrical steel pipe post is along tubular column direction of height symmetry installation sensing fiber, and sensing fiber passes through that the binder is fixed to bond on wind -powered electricity generation cylindrical steel pipe post inner wall, sensing fiber's outer surface paste has one deck gold foil paper, gold foil paper's outer surface paste has the one deck asbestos cloth, the outside of asbestos cloth is provided with the angle steel, the both sides welded fastening of angle steel is on the inner wall of wind -powered electricity generation cylindrical steel pipe post, the angle steel seals sensing fiber, golden foil paper and asbestos cloth inside it. This protection device can protect sensing fiber, prevents that the optical cable from damaging at installation and pile in -process, prevents it simultaneously and scalds in welding process or the scraping damage, improves its security.",2016,E02D  33/00
475094448,CN201620719315U,Wheel counter -current power expansion plate water wheels or wind wheel and power generation system,"The utility model relates to a wheel counter -current power expansion plate water wheels or wind wheel and power generation system, it includes: runner, center pin, expansion plate and generating set, it sets up the expansion plate to slide on the runner, stretches source in manger plate stress at the expansion plate of water conservancy action of the wind lower rotating wheel one side, and rivers do not produce thrust to the expansion plate in the expansion plate indentation runner of runner opposite side, so unbalance the and rotary driving generating set of runner both sides atress, for tide, riverbed, water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, has big power, anti destruction reinforce, the characteristics that the maintenance cost is low.",2016,F03B   3/14; F03D   9/25; Y02E  10/74; F03B   3/12; F03B  13/00; Y02E  10/223; F03D   3/06
475094672,CN201620719313U,Flexible wooden handcart and power generation system of flowing of wheel counter -current power,"The utility model relates to a flexible wooden handcart and power generation system of flowing of wheel counter -current power, it includes: runner, center pin, chain belt, expansion plate, expansion plate support, frame and generating set, expansion plate sliding scale is on the expansion plate support, the runner circulation linkage expansion plate support that plural expansion plate support and linkage frame both ends are connected to the chain belt constitutes the stream wooden handcart, under class masterpiece is used, flow the expansion plate of wooden handcart one side and stretch source in keeping off the stream mode, and flow the expansion plate of wooden handcart opposite side and contract in the frame and following current in flow directn, unbalance and the rotary driving generating set of runner both sides atress like this, for the tide, the riverbed, the water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, big power has, the anti reinforce that destroys, the characteristics that the maintenance cost is low.",2016,Y02E  10/70; Y02E  10/725; F03D   5/02; F03B   9/00; F03B  13/00; F03D   9/25; Y02E  10/20
475094684,CN201620719391U,Wheel counter -current power spacing zhang heshui wheel of fly leaf or wind wheel and power generation system,"The utility model relates to a wheel counter -current power spacing zhang heshui wheel of fly leaf or wind wheel and power generation system, it includes: runner, center pin, fly leaf, locating part and generating set, rotating on the runner and setting up fly leaf and the fixed locating part that sets up, the fly leaf in water conservancy action of the wind lower rotating wheel one side receives the orientation and the angular limitation of locating part, and its fly leaf is in and opens the manger plate stress, and the fly leaf of opposite side leaves locating part effect following current in aquatic in the same direction as water flow direction, so unbalance the and rotary driving generator of runner both sides atress, for tide, riverbed, water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, has big power, anti destruction reinforce, the characteristics that the maintenance cost is low.",2016,F03D   3/06; F03B   3/14; Y02E  10/223; F03B  13/00; F03D   9/25; Y02E  10/74
475094704,CN201620719130U,Wheel counter -current power fly leaf draws and hangs zhang heshui wheel or wind wheel and power generation system,"The utility model relates to a wheel counter -current power fly leaf draws and hangs zhang heshui wheel or wind wheel and power generation system, it includes: runner, center pin, fly leaf, draw and hang and generating set, it sets up the fly leaf on the runner to connect the fly leaf power end with drawing to hang from fly leaf one side, close and make the fly leaf runner on one side of drawn an effect of hanging to be in that open the manger plate stress and the fly leaf of opposite side hangs messenger's fly leaf following current an in aquatic in the same direction as the anti - push -and -pull of water flow direction automatic the opening of water conservancy action of the wind lower movable plate, so unbalance the and rotary driving generating set of runner both sides atress, for tide, riverbed, water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, big power has, and anti destruction reinforce, maintenance cost are hanged down.",2016,F03B  11/00; Y02E  10/226; Y02E  10/725; Y02E  10/223; F03D  80/00; F03B  13/00; Y02E  10/722; F03B   7/00; F03D   9/25; Y02P  80/158
475095098,CN201620719312U,Wheel counter -current power spacing zhang heliu wooden handcart of fly leaf and power generation system,"The utility model relates to a wheel counter -current power spacing zhang heliu wooden handcart of fly leaf and power generation system, it includes: runner, center pin, fly leaf, locating part, chain belt, frame and generating set, the runner circulation linkage fly leaf that plural fly leaf and linkage frame both ends are connected to the chain belt constitutes the stream wooden handcart, under class masterpiece is used, the fly leaf that flows wooden handcart one side receives the effect of locating part and is in and opens the fender stream mode, and flow the fly leaf of wooden handcart opposite side and arrange the flow directn following current in the fluid, unbalance and the rotary driving generating set of runner both sides atress like this, for the tide, the riverbed, the water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, big power has, the anti reinforce that destroys, the characteristics that the maintenance cost is low.",2016,F03D   9/25; F03B  13/00; Y02E  10/70; Y02E  10/725; F03D   5/02
475095204,CN201620719314U,Wheel counter -current power retractable curtain water wheels or wind wheel and power generation system,"The utility model relates to a wheel counter -current power retractable curtain water wheels or wind wheel and power generation system, it includes: runner, center pin, book curtain, spool, telescoping device and generating set, it sets up a roll curtain to slide on the runner, and telescoping device lug connection rolls up the curtain or connects the spool drive and roll up a curtain and stretch out and draw back on the runner, and book curtain in water conservancy action of the wind lower rotating wheel one side receives class masterpiece with stretching out and at the manger plate stress, and the book curtain of runner opposite side automatic winding under the effect of telescoping device, and rivers do not produce thrust to roll curtain, so unbalance the and rotary driving generating set of runner both sides atress, for tide, riverbed, water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, has big power, anti destruction reinforce, the characteristics that the maintenance cost is low.",2016,F03B   3/12; F03B  13/00; F03B  13/10; F03B   3/14; Y02E  10/223; F03D   9/25; Y02E  10/22; Y02E  10/74; F03D   3/06
475095212,CN201620719128U,Wheel counter -current power retractable curtain flows wooden handcart and power generation system,"The utility model relates to a wheel counter -current power retractable curtain flows wooden handcart and power generation system, it includes: runner, center pin, chain belt, book curtain, book curtain support, spool, frame and generating set, roll up curtain sliding scale on roll curtain support, the chain belt is connected the runner circulation linkage at plural book curtain support and linkage frame both ends and is rolled up curtain support constitution stream wooden handcart, under class masterpiece is used, flow the book curtain of wooden handcart one side and stretch source in keeping off the stream mode, and flow the book curtain of wooden handcart opposite side and contract on the spool, unbalance and the rotary driving generating set of runner both sides atress like this, for the tide, the riverbed, the water pipe wind channel, universal ocean current water conservancy and universal wind -force provide dive formula slug flow power generation schemes and main equipment, big power has, the anti reinforce that destroys, the characteristics that the maintenance cost is low.",2016,F03D   9/25; F03B   9/00; F03D   5/02; Y02E  10/70; Y02E  10/725; Y02E  10/20
475096706,CN201620771146U,Annular ocean power generation facility,"The utility model provides an annular ocean power generation facility, it contains the unsteady carrier unit of the plural number that possesses two layers of space at least, an electric generator, the fixed rope of center ring and plural number, it is equipped with rectilinear windmill to be located this space, and locate the generator in order to receive the power that rectilinear windmill was exported on the carrier unit that floats, and the carrier unit ability of should floating and unsteady carrier unit concatenation combination are the ring -type, and will fix two ends in the rope and wear to establish to be fixed in float carrier unit and center ring respectively, make the annular ocean power generation facility who constitutes to assemble in land completion, and can anchoring in island reef, and need not to receive the seabed degree of depth to restrict, and can reinforce whole annular ocean power generation facility structure, save construction cost.",2016,B63B  35/44; F03D   9/25; Y02E  10/725
475098012,CN201620787160U,Marine wind power pile foundation of multiplicable single -machine capacity,"The utility model relates to a marine wind power equipment field, aim at provides a marine wind power pile foundation of multiplicable single -machine capacity, marine wind power pile foundation of multiplicable single -machine capacity, including single pile, basic linkage section, horizontal steel pipe, oblique steel pipe and three above perpendicular skirt piles, the vertical setting of single pile, the basic linkage section is fixed at the single pile top, perpendicular skirt piles evenly distributed is in single pile week side, perpendicular skirt piles lateral wall is connected with the single pile through horizontal steel pipe, perpendicular skirt piles top is connected through oblique steel pipe and basic linkage section. The utility model has the advantages of adopt the single pile to add perpendicular skirt piles, increase structure level rigidity, solved because poor too big, the present construction equipment of single pile foundation structure diameter that results in of shallow layer soil body bearing capacity can't satisfy the construction requirements scheduling problem.",2016,E02D  27/12; E02D  27/42; E02D  27/16; E02D  27/44
475107958,CN201620902480U,Overwater wind energy collecting system,"The utility model provides an overwater wind energy collecting system, go up fixed ball and fix through the sealing washer between the fixed ball down, go up the upper end of fixed ball and install the pivot, the connecting rod is installed to the upper end of pivot, the plane at the axis perpendicular to sealing washer place of connecting rod is arranged, the urceolus is installed to the upper end of connecting rod, the inside of urceolus is fixed with the guiding gutter, install the protection network on the both sides terminal surface of urceolus, aerogenerator installs the inside at the urceolus, the LED lamp fixing is in the upside position of sealing washer, the mount is located fixed ball down, realize through adding aerogenerator that it saves to turn into the electric energy with the wind energy on the surface of water, the interpolation of LED lamp is then played the coming and going ship of warning carefully the purpose of the utility model is to provide a, this design prevents that coming and going ship collision from causing the utility model discloses the condition about damaging takes place, in addition optical line sensors's interpolation then realize the perception of light to external world, and then light the LED lamp when the darkness, the energy can be saved's purpose has been played in this design.",2016,F03D   9/11; F03D  13/25; F21Y 115/10; Y02E  10/727; F21V  33/00
475110232,CN201620928521U,Aerogenerator's transmission shaft bearing structure,"The utility model relates to an aerogenerator's transmission shaft bearing structure, the one end of transmission shaft stretches into cabin pars intramuralis and coaxial arrangement shaft coupling, and this shaft coupling is used for connecting the input shaft of gear box, the other end of transmission shaft stretches out the cabin wall outer and connect wheel hub, and wheel hub is used for installing the paddle and rotatory by the paddle drive, its characterized in that: the cover is equipped with a bearing frame on the transmission shaft between wheel hub and cabin wall, and a plurality of bolt fastenings that this bearing frame passes through radial equipartition are on the wall of cabin, the cover is equipped with a floating bearing on the transmission shaft in the bearing frame, and the system has one to support the convex shoulder on the transmission shaft between bearing frame and wheel hub, coaxial arrangement has support bearing and sealing filler in the bearing frame between floating bearing and cabin wall. The utility model has the advantages of reasonable design, firmly durable, long service life, can be better bear down with the wind axial pressure, reduce the moment of torsion, the wind power generation that can bear for a long time multiple climatic conditions under works, and is reliably durable.",2016,Y02E  10/722; F03D  15/00; Y02E  10/726
475116529,CN201620949090U,Reinforcing apparatus is rammed by force on liquefaction place marine wind power basis,"The utility model discloses a reinforcing apparatus is rammed by force on liquefaction place marine wind power basis, its characterized in that: it includes the bottom basis that the multilayer bottom plate constitutes, the vertical steel pipe of installing on the roof on bottom basis. The bottom basis is including the first layer bottom plate, the first layer bottom plate links to each other with second floor bottom plate is fixed through the spliced pole of top surface on it, second floor bottom plate is continuous with third layer bottom plate through its spliced pole of going up the top surface, third layer bottom plate is continuous with fourth layer bottom plate through its spliced pole of going up the top surface. This reinforcing apparatus can be fine application and liquefaction place, can guarantee not influenced by the ground liquefied at the wind power equipment of liquefaction place installation, improve the installation intensity on wind -powered electricity generation basis, and then guarantee wind power equipment's safe operation.",2016,E02D  27/44
475116911,CN201620939349U,Device is buried underground to marine wind power steel -pipe pile lateral soil pressure meter,"The utility model discloses a device is buried underground to marine wind power steel -pipe pile lateral soil pressure meter, it includes the marine wind power steel -pipe pile, arranges the measurement station of a plurality of differences on the stake side outer wall of wind -powered electricity generation steel -pipe pile, all installs native side pressure measuring device on every measurement station. The outer wall at the wind -powered electricity generation steel -pipe pile is installed to a left side pressure cell draw -in groove and right pressure cell draw -in groove, and the top of pressure cell draw -in groove and right pressure cell draw -in groove is fixed with top pressure box draw -in groove, top pressure box draw -in groove is along the outer wall of wind -powered electricity generation steel -pipe pile the bottom of pressure cell draw -in groove and right pressure cell draw -in groove is fixed with bottom pressure box draw -in groove, bottom pressure box draw -in groove along the outer wall of wind -powered electricity generation steel -pipe pile to it keeps certain radian to be fixed with the pressure gauge under the draw -in groove effect of four orientations to match with the outer circumference arc of steel -pipe pile. This device can carry out effectual protection to the soil pressure meter of steel -pipe pile side, makes its stable work, and real -time supervision is carried out to stake lateral soil pressure to assurance pile sinking process, then the analysis reachs the side friction resistance of pile body.",2016,E02D  33/00
475179541,KR20150171804,OFFSHORE POWER GENERATION PLANT WITH ARRANGEMENT STRUCTURE FOR REDUCING INTERFERENCE OF WAKE,"An offshore wind power plant having an arrangement structure for reducing a wake interference according to an embodiment of the present invention comprises: a marine structure; and a plurality of wind turbines installed on the marine structure and generating power according to rotation of blades provided in the wind turbine to produce electric energy, wherein the plurality of wind turbines are arranged not to be located on the same line as a first horizontal extension line extending from a rotational axis of a first blade provided in at least one first wind turbine arranged at a front and a second horizontal extending from a rotational axis of a second blade provided in at least one second wind turbine arranged at a rear.",2015,F03D   7/02; F03D   1/00; F03D   9/00; Y02E  10/723
475189395,KR20167034581,METHOD FOR CONSTRUCTING OFFSHORE STRUCTURE,"?? ???(10)? ?? ???(11)? ?? ???(12)? ???? ???? ?? ???, ?? ???(12)? ?? ?? ??? ??? ?? ??? ???? ?? ?? ???, ? ?? ??? ??? ?? ???? ?? ??? ?? ???(11)? ???? ?? ???, ?? ???(12)? ?????, ?? ???(11)? ??? ???? ?? ?? ?? ?? ???(11)? ? ?? ?? ???(23)? ??? ???? ??? ???(20)? ??? ??????? ?? ???(11)? ????? ?? ???(12)? ??? ???? ?? ??? ?? ?? ?? ??? ?? ???, ?? ???(12)? ?? ???(11)? ????? ?? ??? ???? ?? ???? ?? ??? ????. ?? ??, ?? ?? ?? ?? ??? ??? ?? ?? ???? ?? ??? ???, ????? ???? ?? ???? ?? ?? ??? ????.",2014,B63B2021/505; B63B  21/20; B63B  21/502; B63B2021/203; B63B  27/08; Y02E  10/722; Y02E  10/727; B63B2207/02; F03D   9/00; F03D  13/25; B63B  75/00; B63B2035/446; Y02P  70/523; B63B  22/20; B63B  35/00; B63B  27/36; B63B  35/003; B63B  35/44
475190368,KR20150132671,METHOD OF PROVIDING SERVICE FOR OFFSHORE ACTIVITIES IN OFFSHORE WIND FARM,"The present invention relates to a method for providing an offshore activity service in an offshore wind farm. The method comprises a step of collecting environment information in an offshore wind farm; a step of calculating a prediction information based on the collected environment information; a step of allowing a service operating system to calculate a fitness for each offshore activity based on the calculated prediction information, a step of allowing the service operating system to receive information about an offshore activity utilization plan, and a step of allowing the service operating system to establish a schedule of the offshore activity based on the information about the received utilization plan and the calculated fitness. So, safety, fairness and profitability can be improved.",2015,G06Q  50/06; G06Q  10/10; G06Q  10/04
475212486,US201515303091,Foundation for a wind turbine,"The present invention provides a foundation for a wind turbine. To reduce set-up time and to allow complete alignment of the platform which carries the base flange of the tower construction, the invention provides a foundation with a cage structure having an upper stress distribution flange connected by a plurality of tensioned anchor bolts to a lower flange. The flanges are separated by a number of distance elements whereby the shape of the cage structure becomes fixed by the combination between tensioned bolts and distance elements. Since the cage structure has a fixed shape, the upper stress distribution flange can be aligned before the cage structure is embedded in concrete, and it becomes unnecessary to wait for the concrete to harden.",2015,F03D  13/20; E04H  12/34; E02D  27/12; E02D2300/002; F03D  13/22; E02D2600/20; E02D  27/425; E02D2250/0023; E02D  27/42; E02D2250/0046
475224328,CN201610850498,A construction method for an improved brake surface model simulating wind turbine wake flow,"The invention provides a construction method for an improved brake surface model simulating wind turbine wake flow. The method comprises the steps of: 1) constructing an actuation model; 2) calculating a body force source item in a unit length in the spanwise direction of vanes, wherein body force distribution employs piecewise linear distribution; 3) adding the body force source item to a zero-thickness plane defined by a brake surface model; 4) using the plane where the vanes are located as the plane where the brake surface is located, and judging the position of a to-be-determined point according to the vector product of the to-be-determined point and each vane to realize automatic identification of grid points; 5) calculating a simulated flow field. The invention provides an improved brake surface model simulating wind turbine wake flow, can reduce grid quantity and calculation time and is suitable for the calculation of wind turbine wake flow fields. The method is of certain guiding significance for offshore wind power plant micro-siting and enjoys a favorable application prospect in engineering.",2016,G06F  17/50; G06F  30/20
475266984,NL20162017937,"A wave-induced motion compensating crane for use on an offshore vessel, vessel and load transferring method","The invention relates to a wave-induced motion compensation crane and corresponding vessel and method. The crane comprises a motion compensation device at a tip end portion of the boom structure to compensate for X-Y wave-induced motion and a heave compensation device for Z-motion. The motion compensation device comprises a moveable jib beam that extends in a substantially horizontal direction, wherein the jib beam is slewable about a substantially vertical slew axis and translatable in a longitudinal direction of the jib beam. Preferably, the jib beam can be levelled based on the angular orientation of the boom structure.",2016,F03D  13/10; B66C  23/185; B66C  23/52; B63B  27/10; B66C  13/04; B66D   1/50; B66C  13/02; B66D   1/52
475267005,NL20172018263,Aerodynamisch of hydrodynamisch blad uit gelaagd materiaal,"15 Uittreksel Een blad uit gelaagd materiaal, zoals composietmateriaal, uitgevoerd voor blootstelling aan een fluÔdumstroming, omvat tussen een voorrand (3) en een achterrand (4) bepaalde 5 huiden (1, 2) welke in dwarsdoorsnede een stromingsprofiel vormen. Het gelaagde materiaal kan bestaan uit meerdere met een matrixmateriaal geÔmpregneerde lagen vezelmateriaal (5, 5í, Ö) t, waarbij lagen vezelmateriaal elk een respectievelijk lijfgedeelte (6, 6í, Ö, 13) tussen en dwars ten opzichte van de huiden en elk tenminste een respectievelijk huidgedeelte (7, 7í, Ö; 8, 8í, Ö) dat onderdeel vormt van de huiden 10 omvatten. De genoemde huidgedeelten strekken zich alle vanaf het bijbehorende lijfgedeelte uit in de richting van de achterrand. Van deze huidgedeelten overlappen tenminste twee opeenvolgende huidgedeelten van de ene huid en/of overlappen twee opeenvolgende huidgedeelten van de andere huid elkaar. 15 Figuur 1",2017,B64C   3/18; B64C   9/00; B64C   3/24; B64C  11/24; B29D  99/0025; B63H   1/26; B64C  11/26; B64C  27/473; F03D   1/0675; Y02E  10/721; B64C   3/20
475298502,CN201610960492,Manufacturing method of offshore wind turbine base,"The invention relates to a manufacturing method of an offshore wind turbine base. The wind turbine base comprises a tower tube lower end and a seabed foundation connected with the tower tube lower end. Through improvement of all the steps of manufacturing methods of the tower tube lower end and the seabed foundation, the service life of a whole offshore wind turbine is greatly prolonged.",2016,C04B  28/00; C21D   6/04; C22C  38/04; C22C  38/50; Y02P  70/523; C22C  38/005; F03D  13/25; C22C  38/02; C22C  38/001; F05B2240/95; C21D   1/18; C22F   1/06; C21D   6/004; C22C  23/00; C22C  38/48; Y02E  10/727
475330280,CN201620212072U,Offshore wind power generation machine,"The utility model provides an offshore wind power generation machine, belongs to wind power generation technical field. Set up a set of swinging boom on aerogenerator's the wind wheel, the swinging boom slope is arranged to rotor shaft is radially distributed for the center, and the lower extreme of swinging boom is fixed on the wind wheel carousel, sets up the blade on the swinging boom. The utility model discloses reduce the height of center of gravity of aerogenerator wind wheel, improved aerogenerator job stabilization nature, avoided aerogenerator can produce the problem of great displacement effectively in the high sea to the potential safety hazard in the offshore wind farm working process has been eliminated.",2016,F03D   9/30; F03D  80/00; Y02E  10/722; Y02E  10/727
475330676,CN201620270111U,Blade can receive and release type offshore wind power generation machine,"The utility model provides a blade can receive and release type offshore wind power generation machine, belongs to wind power generation technical field. Aerogenerator's wind wheel sets up the swinging boom, the swinging boom slope is arranged to rotor shaft sets up the blade for the center is radially distributed in the upper end of swinging boom, the blade is split type structure, including first blade and lower half blade, first blade and lower half blade are respectively through hinge structure and swivel arm, the swinging boom is the cavity structure it receive and releases actuating mechanism to set up the blade in the cavity structure. The utility model discloses can avoid the damage at high sea condition lower blade according to marine stormy waves condition adjusting blade angle, prolong the life of offshore wind power generation machine.",2016,F03D   3/06; Y02E  10/74; F03D   9/30; Y02E  10/727
475330978,CN201620210653U,Marine V type aerogenerator blade receive and releases structure,"The utility model provides a marine V type aerogenerator blade receive and releases structure, belongs to wind power generation technical field, and it includes that blade, tractive subassembly, blade receive and release drive assembly and swinging boom, the blade is by first blade and lower half blades, and first blade and lower half blade are connected through on hinge structure and the swinging boom respectively, all be equipped with slide groove hole on the lateral wall about the swinging boom, set up the blade and receive and release drive assembly in the swinging boom cavity, the blade receive and releases drive assembly to be passed through first blade of tractive component control and lower half blade and rotates around the articulated shaft, the tractive subassembly is equipped with the shrouding, the shrouding includes shrouding and lower shrouding, all installs the pull rod on the lateral surface of last shrouding under and, the pull rod pass behind the slide groove hole of lateral wall about the swinging boom respectively with first blade, the articulated assembly of lower half blade. The utility model discloses avoided sea wind, sea water to receive and release drive assembly's erosion to the blade to the life of offshore wind power generation machine has been prolonged.",2016,F03D   7/06; Y02E  10/74; F03D   3/06; F03D  13/10
475378454,CN201620992931U,A stake foundation structure for marine wind power device,"The utility model provides a stake foundation structure for marine wind power device, includes pile body, flange plate, backup pad, lug, local beaded finish and anti drag ring, the pile body is thin wall steel tube, two flange plates lie in steel pipe pile body outside lower part, two vertical edge of backup pad weld with flange plate and steel pipe pile body lateral wall respectively, local beaded finish includes two upper and lower beaded finishs that the structure is the same, the position is opposite, the anti drag ring is the cyclic annular hollow steel plate structure in right angled triangle cross -section, anti drag ring and steel pipe pile body welded fastening, whole stake foundation structure is connected fixedly through the top of steel pipe pile body with the tower section of thick bamboo of wind -powered electricity generation device after pile is accomplished. The utility model has the advantages that: this foundation structure's pile body provides the bearing capacity of horizontal direction construction, the area of contact of flange plate increase horizontal direction pile body and the soil body, and local enhancement has been done in mud face load point department to local beaded finish, and the anti drag ring reaches the effect of lowering the resistance to plucking resistance through destroying the inside soil stopper of pile body.",2016,E02D   5/28; E02D  27/12; E02D  27/42
475411662,UAA201504064,NULL,"????????? ? ????????????? ??? ???????????? ???????????? ???? ??????? ?????? ????, ????? ??? ??????????? ??????????? ?????????? ??? ?????????? ? ???????????? ??????? ???????, ??????? ??? ????????? ?????? ???? ? ???????????, ?????? ??? ????????????? ??????, ????????? ???????. ?????? ???? ???????? ? ??????? ???????? ?????????, ?? ??????????? ? ???????, ????????? ? ???????? ??????? ??????? ????????????? ????????? ? ????????????? ????????, ??? ????? ???????? ??????? ?????????? ?? ?????? ??????? ???????? ? ??????????? ? ?????????? ????????? ?? ?? ???????? ?????? ?????. ????? ??? ??????????? ??????????? ?????? ?????????? ??? ?????????? ? ???????????? ??????? ??????? ????????? ? ??????? ?????, ?? ??????????? ? ????????????? ????, ???????????? ?? ????????????? ???????? ?? ????????? ??????-?????????????? ?????, ?? ????????? ????????. ???? ????????? ? ?????????? ????????? ?? ????????? ????????????, ???? ??????????? ?? ???????????? ? ????????? ??????? ?????????, ??????????, ??? ??????? ?????? ?'?????? ? ??????? ???'?, ? ?????? ?????? ?????????? ?? ????????. ??????? ??? ????????? ?????? ???? ? ??????????? ???????? ? ??????? ???????????? ?????? ? ?????????? ??????????? ??????? ??? ???????? ??????? ?????. ?????? ????????? ? ????????? ??????? ?????????, ??????????? ? ??????? ??????? ??????? ?? ?????????, ???????? ? ???????? ????? ?? ???????? ?????????. ?????? ???????? ?????? ? ????????? ????? ??????????? ? ??????????????? ?????????. ?????? ??? ????????????? ?????? ??????????? ? ??????, ????????????? ?? ????????????? ????????. ??????? ???????? ?????? ??????? ? ??'?? ?????? ????? ????? ? ?? ??????? ???????? ??????. ??",2015,F03D  13/25; Y02E  10/727; E02B  15/00; F03D   9/30; C02F   1/00; F03D   9/28
475440682,JP20160550171,????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2015,B63B  35/00; F03D  13/10; B21D  47/00; B63B  35/44; Y02B  10/30; Y10T  29/49616; B63B2021/505; F05B2240/93; Y02E  10/721; B63B   1/107; F03D  13/25; B63B  21/20; B63B  21/502; B63B  77/10; B63B2035/446; B63B   5/18; B63B2009/067; F03D   3/005; B63B  21/50; B63B  35/38; B63B  75/00; F05B2230/60; Y02E  10/727; Y02P  70/523; F03D   1/06
475468905,FR20160060172,"FLOTTEUR A PILONNEMENT REDUIT, NOTAMMENT POUR UNE EOLIENNE FLOTTANTE.","L'invention porte sur un flotteur 10 d'axe vertical X10 pour une plateforme 8 flottante, comprenant, ‡ sa base, des moyens 30 de perte de charge comprenant un Èlargissement radial 28, 31, 32 et au moins un passage d'eau 33 entre une surface supÈrieure 31 et une surface infÈrieure 28 de l'Èlargissement. Un tel flotteur est adaptÈ pour une plateforme portant une Èolienne off-shore.",2016,B63B2035/446; F03D  13/25; B63B   1/125; B63B  35/44; F05B2240/93; B63B2039/067; Y02E  10/727
475549602,CN201610810123,Connection device of floating wind power station and water charging pile,"The invention relates to a connection device of a floating wind power station and a water charging pile, and belongs to the technical field of application of a clean energy source. The floating wind power station comprises a floating platform and a wind power generator, wherein a current output from the floating wind power station is input to a full-sealed waterproof junction box which is arranged on a water bottom and is arranged on an underwater support rack through a waterproof cable, two heads of the full-sealed waterproof junction box are sealed by pouring a waterproof sealant, a current output from the full-sealed waterproof junction box passes through the waterproof cable, an input current of a left side of an upper part of the water charging pile passes through a waterproof sealing socket and an electric wire input control circuit, a current output from the control circuit passes through an electric wire, a current output from a right side of the upper part of the water charging pile passes through the waterproof sealing socket, an output current is supplied to a power utilization user through the waterproof cable, and information of a control current of a control circuit is transmitted to an information storage device for storing through an information transmission line. The connection device is beneficial for rapid supplying wind power of the clean energy source to the power utilization user.",2016,H02J   7/00; H02G  15/10; H02J   7/0042
475579388,CN201611041925,Multi-shaft concentric blade self-locking type turbine,"A multi-shaft concentric blade self-locking type turbine comprises a base, a motor system and a rotating main shaft. The multi-shaft concentric blade self-locking type turbine is characterized in that the upper portion and the lower portion of the main shaft are fixedly connected with arm rods arranged in a crossed manner, and the outer ends of the upper arm rods and the outer ends of the lower arm rods are fixedly connected with upper force equalizing connecting rods and lower force equalizing connecting rods; rotary inner split shafts and rotary outer split shafts are arranged between the upper arm rods and the lower arm rods, rotary inner front blades and rotary inner rear blades are assembled to the inner split shafts; rotary outer front blades and rotary outer rear blades are assembled to the outer split shafts; and self-locking devices are arranged at the opposite ends of the inner front blades and the outer rear blades. By means of the multi-shaft concentric blade self-locking type turbine, the large-scale energy extraction can be achieved, and the efficiency of collecting and absorbing ocean energy or wind energy is high; and no special requirement exists for the environment, and the multi-shaft concentric blade self-locking type turbine is not limited by the flowing medium direction.",2016,F03B   3/12; F03B  13/12; F03B  13/26; F03D   3/005; F03B  13/00; F03B   3/128; F03B   3/14; F03D   3/068; Y02E  10/74; Y02E  10/223; Y02E  10/28; F03D   3/06; F03D   9/25
475580440,CN201611051258,Ocean power generation device,"The invention relates to an ocean power generation device. The ocean power generation device comprises a wind power generation device and a tidal current power generation device arranged below the sea level, wherein the wind power generation device is connected to the tidal current power generation device. The tidal current power generation device comprises turbines and rigid supporting frames, the turbines comprise impellers rotating horizontally, the rigid supporting frames comprise first supporting frames and vertical shafts, the first supporting frames are provided with filtering devices, the first supporting frames are perpendicularly connected to the vertical shafts, and the impellers are provided with through holes and are installed on the vertical shafts through the through holes. According to the ocean power generation device, the filtering devices are arranged above the impellers so that the influence of waves on the impellers in the rotation process can be reduced, the impellers are installed on the vertical shafts through the through holes, tidal currents can drive the impellers to rotate horizontally, power exerted on the impellers of the tidal current power generation device is increased, and the energy transformation ratio is increased.",2016,F03B  13/26; F05B2220/706; F03D   9/25; Y02E  10/28; F03D   9/008; F03D  13/25; Y02E  10/727; F03B  13/264; F05B2240/95; Y02E  10/725
475582426,CN201611101198,Frequency control method of offshore wind power integration multi-terminal flexible DC transmission system,"The invention discloses a frequency control method of an offshore wind power integration multi-terminal flexible DC transmission system. When a shore-based converter station exits, asynchronous power grid transient frequency deviation drop and wind farm additional pitch angle control are realized through reasonable configuration of the controllers of a converter station in a power grid at a receiver side and through wind farm additional virtual inertia control, and asynchronous power grid steady-state frequency deviation is eliminated eventually. Thus, the frequency characteristic of adjacent asynchronous power grids is improved, and the influence of failure of a converter station on the operation safety and stability of other shore-based asynchronous power grids is reduced. By using the method to analyze the exit of a shore-based converter station of a large-capacity offshore wind farm integration multi-terminal flexible DC transmission system, the designed frequency control strategy can improve the frequency stability of a shore-based AC system.",2016,H02J   5/00; H02J   3/36
475603162,CN201580031818,A foundation for a wind turbine,"The present invention provides a foundation for a wind turbine. To reduce set-up time and to allow complete alignment of the platform which carries the base flange of the tower construction, the invention provides a foundation with a cage structure having an upper stress distribution flange connected by a plurality of tensioned anchor bolts to a lower flange. The flanges are separated by a number of distance elements whereby the shape of the cage structure becomes fixed by the combination between tensioned bolts and distance elements. Since the cage structure has a fixed shape, the upper stress distribution flange can be aligned before the cage structure is embedded in concrete, and it becomes unnecessary to wait for the concrete to harden.",2015,E02D2300/002; E02D  27/425; E02D2250/0023; E02D2250/0046; E02D2600/20; E02D  27/12; F03D  13/22; E02D  27/42
475612165,CN201580023130,Azimuth adjustment of wind turbine,"The invention relates to an adjusting device (1) for adjusting an azimuth position of a nacelle (104) of a wind turbine (100) comprising an encircling perforated flange (2) provided with bores, and at least one adjusting means (4) with a gripping portion (8) for gripping on the perforated flange (2), a fastening portion (12) for fastening to an anchoring point (326) of the wind turbine (100) and a linear drive (10) for executing a linear movement between the gripping portion (8) and the fastening portion (12), wherein the perforated flange (2) is connected fixedly to the nacelle (104) and the anchoring point (326) is connected fixedly to a fixed part of the wind turbine (100), in particular to a wind turbine tower (102), or vice versa, and the nacelle (104) is rotatably mounted relative to this fixed part of the wind turbine (100), with the result that the perforated flange (2) and the anchoring point (326) can also execute a rotary movement relative to one another, with the result that a linear movement between the gripping portion (8) and the fastening portion (12) executed by the linear drive (10) brings about a rotary movement between the perforated flange (2) and the anchoring point (326), thereby brings about an azimuth adjustment of the nacelle (104). The gripping portion (8) has at least one movable fixing pin for engaging in each case in one of the bores (6) in the perforated flange (2) in order thereby to releasably fix the gripping portion (8) on the perforated flange (2).",2015,F03D  80/88; Y02E  10/721; Y02E  10/726; F03D  80/70; Y02E  10/723; F03D   7/02; F03D   1/00; F03D   7/0204; F03D  80/50; F03D   1/065
475621077,CN201580019222,Wind turbine with floating foundation and position regulating control system and method thereof,The present invention relates to a wind turbine structure comprising a wind turbine tower with a nacelle arranged on the top to which a rotor hub with one or more rotata- ble mounted wind turbine blades are mounted which form a rotor plane. A floating foundation is mounted to the bottom of the wind turbine tower and the pitch and/or yaw system are used to regulate the position of the wind turbine structure. A control unit detects the relative movement of the wind turbine structure in two axial directions and activates the pitch or yaw system to move the wind turbine structure into an equi- librium position. This reduces the directional movement of the wind turbine structure so that it remains in a stable equilibrium position. This also reduces the oscillating movement and tension forces in the anchor chains.,2015,F03D   9/32; Y02E  10/727; B63H  25/42; F03D   3/068; Y02E  10/723; B63B  21/50; F03D   7/0224; F03D  13/25; F03D   7/02; F03D   7/0228; F05B2240/93; G05D   1/0875; B63B2035/446; B63B  35/44; F03D   7/042
475636400,DK20110720437T,Indstillelig propel eller repeller,NULL,2011,F01D   7/00; Y02E  10/721; Y02E  10/723; F05B2210/16; B63H   3/06; F03D   7/0224; F03D   7/04; F05B2260/79
475692384,US201615258747,Rainwater harvesting system,"A system for collection of rainwater in the open ocean may include: (a) one or more ocean-going vessels, wherein each ocean-going vessel is configured for collection and storage of rainwater, wherein each ocean-going vessel is configured to drift with surface ocean currents in order to navigate to one or more delivery locations, wherein each delivery location is on or near to a land mass; and (b) one or more delivery stations located at the one or more delivery locations, wherein each delivery station is configured to receive stored rainwater from one or more of the ocean-going vessels.",2016,Y02E  10/727; B63B2209/18; B63B2213/02; B63B  25/10; B63B  35/00; B63J   3/00; B63B  25/08; B63B2035/007; B63J2003/003; B63B   1/04; B63B  11/00; B63B   1/047
475694853,CN201621043994U,Electric pile that fills unsteady on water of wind -powered electricity generation power supply,"The utility model relates to an electric pile that fills unsteady on water of wind -powered electricity generation power supply belongs to the clean energy application technique field. Current conveyance waterproof cable and the electric pile that fills on water from wind power station output supply power to the electricity consumer beacon. Install the breakwater bounding wall around the upper surface of the flotation pontoon on the surface of water, do not offer 4 - 8 wash ports in the bottom of breakwater bounding wall to equidirectional, central point in the breakwater bounding wall puts installation charging -Pile shell, peripheral installation waterproof insulation cover at charging -Pile shell, from the installation information accumulator that makes progress down in charging -Pile shell, a control circuit arranged in the inner cavity of th, control circuit passes through the conductor wire and is connected with arrival current's waterproof sealing socket, arrival current's waterproof sealing socket passes through the waterproof cable and is connected with wind power station, control circuit passes through the conductor wire and is connected with output current's waterproof sealing socket, output current's waterproof sealing socket passes through the waterproof cable and is connected with the beacon. The information that the electric pile of filling on water that floats transmitted power is passed through information transmission line input information accumulator and is stored.",2016,H02J   7/14; H02J   7/00
475696616,CN201621043933U,Pyramid wind power station draws transmission of electricity device that electric pile of filling on water was given to cable of swimming,"The utility model relates to a pyramid wind power station draws transmission of electricity device that electric pile of filling on water was given to cable of swimming belongs to new forms of energy application technique field. Buoyancy barrel's buoyancy supports the cable of swimming and floats on the surface of water, and the current transport who produces pyramid wind power station gives the electric pile that fills on water. 1 - 2 air intakes are respectively seted up at the middle part of four triangle -shaped sides of pyramid wind power station. Pyramid wind power station is at the surface of water measured time that floats, has the wind comes from of 1 - 2 wind directions, goes into hollow body of the tower from air inlet, goes out the air current through the body of the tower from tower top air outlet mouth, and the impeller that blows horizontal aerogenerator is rotatory, drive horizontal aerogenerator generate current, and current conveyance conductor wire, the cable of swimming are carried for the electric pile of filling on water, carry for the electricity consumer through the cable of swimming after that. The body of pyramid wind power station lower part provides the buoyancy that supports the power station, and the focus of installing controller and energy storage battery's in the body of lower part the whole power station of weight messenger moves down, has the effect of stabilizing the power station.",2016,F03D  13/25; H02J   7/14; Y02E  10/727; F03D   9/11; H02J   7/00
475756200,CN201620487523U,Marine wind turbine foundation floats type collision avoidance system,"The utility model relates to a marine wind turbine foundation floats type collision avoidance system, including a plurality of showy types anticollision bodies that can fluctuate along with the change of tide and a plurality of even cloth solid fixed ring on the wind turbine foundation lateral wall at sea that encircle, it centers on the guard circle in the wind turbine foundation outside at sea to establish ties into at least one deck through the horizontally connect device between the showy type anticollision end of body, the guard circle is connected through vertical connecting device and solid fixed ring, vertical connecting device connects the upper end at showy type anticollision end of body, vertical connecting device lower extreme is fixed on solid fixed ring. This collision avoidance system reasonable in design, simple structure, the anticollision body floats on the surface of water, does not receive the influence of water level. This collision avoidance system can effectively reduce the harm that wind turbine foundation and boats and ships received the striking, long service life to dismantle and change the convenience, greatly reduced installation, maintenance and maintenance cost, reduce the marine construction operation time, reduce the construction degree of difficulty, improve economic benefits.",2016,E02D  31/00; Y02A  30/36; E02B   3/26
475756277,CN201620487525U,Long legs marine wind power jacket basis varies,"The utility model relates to a long legs marine wind power jacket basis varies, this long legs marine wind power jacket basis varies be including at least three different in size main duct leg, adopt polygonally distributed between the main duct leg, the difference in height between each main duct leg is unanimous with the pile bolck depth displacement that the seabed corresponds between the pile foundation, connects into holistic lattice formula jacket basis through the bracing between two arbitrary adjacent main duct legs. The utility model discloses a length leg jacket marine wind power basis comprises the bracing and the long legs two parts that vary, has material saving, is convenient for to be under construction, to adapt to advantages such as environment. Because jacket owner leg has adopted not isometric structure, result in the stake to squeeze into the degree of depth not not for the moment when the geology change of condition is great, can avoid cutting work such as stake, the material waste is reduced simultaneously to convenient the construction. In addition, not isometric pipe structure can reduce the weight of basic cost and jacket itself, has obvious social and economic benefits.",2016,E02D  27/42
475766038,CN201620464689U,A levelling device for marine wind power jacket basis,"The utility model belongs to the technical field of wind -powered electricity generation trade infrastructure and specifically relates to a levelling device for marine wind power jacket basis. Vertical the burying deeply in ground of concrete pile core of levelling device, steel pipe pile sleeve goes into the earth's surface part of concrete pile core, and the lower sleeve embolias the outside of steel -pipe pile, and the lower sleeve is equipped with the connecting rod, and the bottom of being fixed in the jacket is connected to the other end of connecting rod, supporting the top nozzle position that the shaped steel level is fixed in the lower sleeve, being equipped with the jack in the section of thick bamboo of lower sleeve, the top surface of being fixed in the concrete pile core in support shaped steel, lower extreme is connected to the upper end of jack. The beneficial effects are that: 1 )When adopting this system to carry out the leveling, confirm the jack that needs adjusted according to the measured data, the effect is obvious, adjusts efficiently. 2 )A concrete just can be realized in this governing system only needed jack, support shaped steel, stake, and is with low costs. 3 )Adjusting one by one through the jack, adjusting the precision height, easy operation guarantees the marine installation accuracy of jacket.",2016,E02D  35/00
475768147,CN201620456707U,Offshore wind farm vertical axis aerogenerator arched bridge formula bearing structure,"The utility model provides an offshore wind farm vertical axis aerogenerator arched bridge formula bearing structure, supporting column foundation, supporting arch rib and the swing arm down that column foundation is connected the aerogenerator support column and connects left and right sides aerogenerator support column with aerogenerator including aerogenerator, lower swing arm passes through the prestressing force jib and hangs and adorn in the below of arch rib the outstanding aerogenerator that adorns in lower swing arm below. Effectively combine bridge engineering field arched bridge structure and offshore wind farm aerogenerator support column, common cooperation through arch rib, prestressing force jib and lower chord has improved aerogenerator bearing structure whole stress performance, has greatly reduced the backing material use amount, has realized the growth more than the installed capacity triple in the unit area, has greatly reduced wind -powered electricity generation field aerogenerator construction cost.",2016,F03D  13/25; F03D   9/25; Y02E  10/727
475774957,CN201620744432U,Power generation facility is united with wind energy to wave energy,"The utility model relates to a renewable energy utilization technical field discloses a power generation facility is united with wind energy to wave energy, including wave collecting system, wave energy and wind energy conversion system, gear drive system, generating set, rotatory operating system. The wave collecting system is collected and leading -in wave, and wave energy and wind energy conversion system pass through wave electricity generation impeller and the wind power generation impeller drives the wave force drive shaft respectively and the wind -force drive shaft is rotated, and the gear drive system realizes with the help of wave axial cone ratchet soft breeze axial cone ratchet that mechanical energy is to electric transformation of energy to make the generating set electricity generation, rotatory operating system comes if whole device rotates and goes up and down according to different water levels and wave, and the ramp position is catchmented in order to collect the wave as far as to the adjustment. The utility model discloses utilize the complementation of wave energy and wind energy and drive same power generation system for the ocean energy resources enable is utilized to low -cost development and high efficiency, can adjust the position according to the sea situation of difference again, has increased the energy absorption of effective space scope.",2016,Y02E  10/22; Y02E  10/722; E02B   9/02; F03B  11/00; F03D   9/25; Y02E  10/725; Y02E  10/38; F03D  15/10; F03B  13/14; Y02E  10/226
475778388,CN201620687880U,Hollow wind power generation column foot plinth,"The utility model relates to a hollow wind power generation column foot plinth, including wind power generation column foot plinth main part, earth anchor cage, bed course and earth anchor cage support, the vertical embedding of earth anchor cage is in the wind power generation column foot plinth main part that is become by concrete placement, the bed course is disposed under the earth anchor cage and wind power generation column foot plinth main part, what have a perfect understanding about in the wind power generation column foot plinth main part is equipped with well cavity, an undercut is put at the central point of wind power generation column foot plinth main part lower surface to the bed course, form the recessed cavity of be convenient for a people or an instrument operation, well cavity and recessed cavity are linked together, the lower extreme of earth anchor cage stretches into in the recessed cavity, be equipped with the earth anchor cage support that is used for supporting the earth anchor cage among the recessed cavity. The beneficial effects of the utility model are that: the utility model discloses a cavity and recessed cavity during the hollow wind power generation column foot plinth main part is equipped with make things convenient for people or instrument to get into and wherein change the crab -bolt of badly decreasing, and fixed, support earth anchor cage that can be better.",2016,E02D  27/42
475781504,CN201620660667U,Cooling system of offshore wind power generation unit,"The utility model relates to a cooling system of offshore wind power generation unit, it includes liquid heat exchanger, pump, seawater cooling ware, coolant liquid supplementary device, carries the coolant reservoir and retrieve the coolant reservoir, liquid heat exchanger sets up in the cabin, on carrying the coolant reservoir and retrieving the same horizontal plane of coolant reservoir setting in the cabin, be equipped with the pump between liquid heat exchanger and recovery coolant reservoir, the seawater cooling ware sets up in the sea water, the export of seawater cooling ware and entry are connected with carrying the coolant reservoir and retrieve the coolant reservoir respectively through the pipeline, and cooling system during operation, the liquid conveying that will carry the coolant reservoir with the pump utilize communicating vessel theory to retrieve the coolant reservoir in, have greatly reduced the consumption of cooling system during operation, and the sea water that utilizes tower bobbin base portion is as final cooling source, have improved cooling system's effect greatly.",2016,F03D  80/60; Y02E  10/722
475786099,CN201620582855U,Wind generating set basis protection device and marine wind generating set,"The utility model provides a wind generating set basis protection device and marine wind generating set. This wind generating set basis protection device include: plinth course, plinth course include two at least base unit that connect through corrosion -resistant connecting piece, and base unit encloses dodging the groove or dodging the hole of the basis that becomes to dodge wind generating set, the enhancement layer, the enhancement layer is fixed to be set up and dodges the groove or dodge the outer edge in hole upward keeping away from of plinth course, the portion is established to the pressure, presses the portion of establishing to press and establishes on the plinth course. This wind generating set basis protection device can the erosion control, and with low costs.",2016,E02D  27/42; E02D  31/00
475787233,CN201620610394U,Leading truck device is transferred to inclined hole embedded rock pile steel reinforcement cage,"The utility model relates to a marine wind power basis construction field, a concretely relates to inclined hole embedded rock pile steel reinforcement cage transfer the device. A leading truck device is transferred to inclined hole embedded rock pile steel reinforcement cage is proposed, including leading truck base, steel reinforcement cage support and hydraulic means, the lower extreme of steel reinforcement cage support is articulated with the leading truck base, and the middle part of steel reinforcement cage support is articulated with hydraulic means's one end, and on hydraulic means's the other end was fixed in the leading truck base, the upper end of steel reinforcement cage support was provided with the assembly pulley, and the assembly pulley passes through wire rope with the hoist engine of setting on the leading truck base and is connected. The utility model relates to an inclined hole embedded rock pile steel reinforcement cage transfer the device, can adapt to the steel pipe pile foundation of different inclinations, easy and simple to handle, not influenced by the sea situation at the in -process of transferring the steel reinforcement cage, transfer under the safe prerequisite guaranteeing the steel reinforcement cage, practiced thrift the cost of labor, improved the efficiency of construction.",2016,E02D   5/34; E02D  13/04
475788423,CN201620556470U,Marine wind power bottle -shaped gravity type foundation,"The utility model relates to a marine wind power bottle -shaped gravity type foundation. Aim at reducing the construction risk, practice thrift construction cost, make the basis itself should satisfy simultaneously and stabilize the requirement from floating, can put the construction not having under the condition of large -scale crane ship the short distance haul and sink. The utility model provides a: this foundation class is like big end down's bottle -shaped, the basis center is direct small -bore middle standing pillar on earth, a fan tower section of thick bamboo is connected to the middle standing pillar upper end, the circular box of external confined major diameter below the middle standing pillar middle part, this circular box is by the bottom plate, the box outer wall, lamina tecti that the reducing was put to one side and become the box partition plate group that the radial lobe of a plurality of is separated into to circular box, box baffle one side and middle standing pillar wall connection, opposite side and box wall connection, lamina tecti upper end and middle standing pillar wall connection, lower extreme and box outer wall upper edge connection. The utility model is suitable for an execution conditions that lack large -scale crane ship equipment at home to reach the sea bed environment that lamina zonalis has the higher ground of bearing capacity.",2016,E02D  27/42
475792468,CN201620530727U,Annular combination formula super large diameter marine wind power single pile basis,"The utility model relates to an annular combination formula super large diameter marine wind power single pile basis, its characterized in that: including overlapping first single pile and the second single pile of putting each other, first, second single pile is the steel -pipe pile, and two single piles are whole through establishing in annular of a plurality of connector plates welding formation between the two. The difficult problem of super large -diameter pile base construction installation has been solved effectively on this basis, has improved pile foundation horizontal bearing capacity and antidumping ability, has reduced foundation structure's dynamic response, has enlarged the application scope on single pile basis, make 6MW, 8MW even more the wind turbine generator system of large capacity adopt the single pile enable. Consequently, this base case has high engineering practical application value.",2016,E02D  27/12; E02D  27/42
475792478,CN201620528407U,Energy -concerving and environment -protective boats and ships,"The utility model discloses an energy -concerving and environment -protective boats and ships, including driver's cabin and main hull, driver's cabin fixed connection is in the main hull top, the driver's cabin top is equipped with the solar energy electroplax, the inside control panel that is equipped with of driver's cabin, the driver's cabin left side is equipped with first electricity generation windmill, the driver's cabin right side is equipped with second electricity generation windmill, ballast tank bottom left side is equipped with the water pipe, the ballast tank bottom is equipped with anticorrosive spelter, the top left side is equipped with liquid -level sensor in the ballast tank, the liquid -level sensor right side is equipped with air apparatus, the motor output end is equipped with the waterproof shaft coupling that runs through in steering engine room, waterproof shaft coupling right side is equipped with the screw, the steering engine room right side is equipped with the foam cabin, foam cabin right side is equipped with the forepeak, the inside storage battery that is equipped with of forepeak, the forepeak right side is equipped with the device that casts anchor, has realized the rational utilization of solar energy and wind energy, the energy saving, and safety ring protects.",2016,F03D   9/11; B63H  21/17; Y02E  10/72; H02J   7/35
475816515,KR20150104918,SPUDCAN OF FLOATING STRUCTURE,"The present invention relates to a spud can to compensate an inclination of a sea bed. More specifically, according to an embodiment of the present invention, provided is a spud can of a floating structure, which comprises: a body mounted in a lower end of a leg of the floating structure; an inclination compensation member selectively coupled to the body to compensate an inclination of the body with respect to a sea bed; a body coupling means provided to any one of the body and the inclination compensation member; and a body guide means provided to the other one of the body and the inclination compensation member, and guiding the body coupling means when the inclination compensation member is coupled to the body.",2015,E02B  17/00; B63B  35/00; E02B  17/02; E02B  17/04; Y02E  10/727; B63B  35/44
475827009,KR20150108000,MAINTENANCE APPARATUS OF LEG OF FLOATING STRUCTURE,"The present invention relates to a maintenance apparatus for legs of a floating structure. Specifically, an exemplary embodiment of the present invention comprises an up and down moving unit provided to be able to move up and down based on legs selectively fixing a floating structure in the sea bottom, wherein the up and down moving unit comprises: a frame; a pinion engaged with a rack included in the legs; a driving motor provided to the frame and moving the up and down moving unit by rotating the pinion; and a maintenance means provided to the frame and having equipment for maintaining and repairing a code portion.",2015,E02B  17/08; B63B  35/44; Y02E  10/727; B63B   9/06; B63B   9/00
475829108,KR20160110324,SYSTEM AND METHOD FOR COMPLIANCE OF ALLOWABLE POWER GENERATION CAPACITY TO ELECTRICAL GRID IN OPEN SEA TEST SITE FOR OCEAN ENERGY DEVICE USING LOAD BANK,"The present invention relates to a system and a method for compliance with an allowable system power generation capacity on an open sea test site for an ocean energy device using a load bank which consume power exceeding an allowable system power generation capacity on an open sea test site by a load bank if the power exceeding an allowable system power generation capacity is generated and link electric energy of the allowable system power generation capacity to an electrical grid. The system for compliance with an allowable system power generation capacity on an open sea test site for an ocean energy device using a load bank comprises: a plurality of ocean energy generation facilities installed in the sea to acquire energy generated by the sea; a seabed cable to transmit energy acquired from the ocean energy generation facilities; a first substation to detect the amount of energy acquired from the ocean energy generation facilities by the seabed cable to consume exceeding energy and convert receivable energy of an allowable system power generation capacity into electricity; a land cable to transfer electricity inputted from the first substation; and a second substation to receive electricity of the allowable system power generation capacity transferred by the land cable to transmit the electricity to a system. Costs required for extending the allowable system power generation capacity can be reduced, and a period required for an approval process can be reduced.",2016,Y02E  10/38; Y02E  40/72; B63B2035/4453; H02J   3/38; Y02E  10/70; B63B  35/44; Y02E  10/50
475842564,US201515308350,Yaw adjustment of a wind turbine,"An adjusting device for adjusting a yaw position of a nacelle of a wind turbine, comprising a circumferential holed flange provided with drilled holes, and at least one adjusting means, having a gripping portion for gripping on the holed flange, a fastening portion for fastening to an anchorage point of the wind turbine, and a linear drive for exerting a linear movement between the gripping portion and the fastening portion, wherein the holed flange is fixedly connected to the nacelle, and the anchorage point is fixedly connected to stationary part of the wind turbine, in particular a wind turbine tower, or vice versa, and the nacelle is mounted so as to be rotatable relative to this stationary part of the wind turbine, such that the holed flange and the anchorage point can also execute a rotational movement relative to each other, such that a linear movement exerted between the gripping portion and the fastening portion by the linear drive effects a rotational movement between the holed flange and the anchorage point, and thereby effects a yaw adjustment of the nacelle, wherein the gripping portion has at least one movable fixing pin for engaging in respectively one of the drilled holes of the holed flange, in order thereby to fix the gripping portion to the holed flange in a releasable manner.",2015,F03D  80/88; F03D   1/065; F03D   7/02; F03D  80/50; F03D  80/80; F03D  80/70; Y02E  10/723; Y02E  10/721; Y02E  10/726; F03D   1/06; F03D   7/0204
475888661,PL20130001038T,Methods and systems for alleviating loads in off-shore wind turbines,NULL,2013,F03D   7/04; F03D   7/042; F03D   7/048; F03D   7/02; F03D   7/0224; F05B2260/71; F05B2260/966; F05B2270/1095; F05B2270/329; F03D   7/046; F03D   7/047; F05B2240/96; F03D   7/024; F05B2260/845; F05B2270/326; F05B2240/95; F05B2270/32; Y02E  10/723
475961047,CN201580033891,Submerged datacenter,"The subject disclosure is directed towards a submerged datacenter, which may be made up of modules (102(19 - 102(n)), into a body of water such as the ocean. The submersion facilitates cooling of the datacenter as well as providing protection of the datacenter from environmental conditions that exist at or near the surface. Power may be generated from the datacenter heat, and power generated by or near the body of water (e.g., via waves, tides, wind, currents, temperature differences) may be used to help power the datacenter.",2015,H05K   7/2079; F03D   9/25; G01M   3/3263; G01M   3/40; H05K   7/14; Y02E  10/28; F03B  13/22; H05K   7/20709; H05K   7/20; F03B  13/26; H05K   7/1497; Y02E  10/38; Y02P  80/158; F03B  13/10
475984164,DK2015PA70509,Flexible twin-container for oil change,"For oil change in a gearbox of a wind turbine (19), a flexible, collapsible oil tank (1) is provided with an upper chamber (2) for receiving the used oil from the gearbox and a lower chamber (3) for providing clean oil. After draining the used oil from the gearbox into the upper chamber (2) of the oil tank (1) and during the process of filling new oil into the gearbox from the lower chamber (3) of the oil tank (1), the weight of the used oil in the upper chamber (2) presses the clean oil out of the lower chamber (3) which minimizes the risk for cavitation of the pumping unit (24) that is used to pump the new oil up into the gearbox in the nacelle. For offshore wind turbines (19), the oil tank (1, 1') is brought by a sea vessel (21) to the wind turbine (19) and fetched again after oil change. Optionally, the necessary pumping unit (24) and pipes (27) are also brought and fetched again by the vessel (21).",2015,F16N2210/025; Y02E  10/726; F05B2260/98; F03D  80/70; F16H  57/04; F01M  11/04; F05B2240/95; F03D   1/00; F03D  80/50; F16N  31/004; F16H  57/0408
475984298,DK20130838067T,FlÂdningsfremgangsmÂde for en komplet offshore vindkraftmaskine,NULL,2013,E02B  17/00; F03D  13/20; Y02E  10/727; E02B  17/02; F03D  13/22; F05B2230/6102; F05B2240/95; E02B2017/0047; F03D   1/00; B63B  35/00; F03D  13/40; B63B  35/003; E02B2017/0091; F03D  13/25; Y02P  70/523
476008341,US201615259969,Hybrid vertical/horizontal axis wind turbine for deep-water offshore installations,"A wind-driven power generating system with a hybrid wind turbine mounted on a floating platform that heels relative to horizontal in the presence of a prevailing wind. The hybrid turbine has a turbine rotor with at least two rotor blades, each mounted to a turbine shaft by at least one strut, and the system is configured so that the shaft forms a predetermined non-zero operating heel angle relative to vertical in the presence of a prevailing wind at a predetermined velocity. The blades and struts are airfoils with predetermined aerodynamic characteristics that generate lift forces with components in the direction of rotation around the shaft of the blades and struts at the operating heel angle to drive an electrical generator carried by the platform. The system can be designed to generate maximum power at the predetermined heel angle or essentially constant power over a range of heel angles.",2016,F03D   3/062; F03D   3/06; Y02E  10/727; F03D  13/25; Y02E  10/74; F03D   9/25; F03D   7/06; F03D   3/00; F03D   9/00; F03D   3/005; F03D  17/00
476043672,CN201620961932U,A water -retaining structure for wind turbine foundation anchor subassembly,"The utility model discloses a water -retaining structure for wind turbine foundation anchor subassembly, wind turbine foundation include the pillar body, and the anchor subassembly is fixed on the pillar body, are equipped with the pitch inoxidizing coating in anchor subassembly periphery, are equipped with concrete barrier in pitch inoxidizing coating periphery, are equipped with the joint bar in the concrete barrier, and the bottom mounting of joint bar is in the internal portion of pillar. The utility model discloses be equipped with different forms's anticorrosion structure in the periphery of anchor subassembly, realize multiple waterproof, anti -corrosion effect, and combine neotype anticorrosion coating mode of processing, improved the anticorrosive ability of anchor subassembly self greatly, with the resistant gap of waiting silica gel replacement grease and packing the anchor subassembly, waterproof, antiseptic effect can be improved simultaneously, environmental pollution also can be avoided taking place simultaneously.",2016,E02D  27/42; E02D  31/00; E02D  27/44
476043898,CN201620870011U,Low noise blade rotor structure,"The utility model relates to a low noise blade rotor structure contains: a pin joint portion has an axis and the all side ring faces around this axis, the plural number blade, respectively this blade sets up in this pin joint portion around this axis rotatoryly, and respectively has a blade end who connects in a row all side ring faces of this pin joint portion, and reversion an in blade end's the 2nd blade end, and respectively the 2nd blade end has a forward section and a reverse section, respectively this forward section is extended around this axis forward, respectively this reversion's section is around the reverse extension of this axis, and respectively the forward section of this blade is connected with reversion's section of adjacent blade, respectively reversion's section of this blade is connected with the forward section of adjacent blade, and respectively this forward section forms a ring portion that encircles this axis with reverse section, and this ring portion has the outer loop surface of a surfacing.",2016,F03D   1/06; Y02E  10/721; B63H   1/26; F04D  29/24; B64C  11/16; F01D   5/10
476056735,JP20150526050,???????????????????????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2013,B63B  39/00; F03D  13/25; F05B2240/93; B63B2035/442; F03D  80/80; F03D  80/00; Y02E  10/727; B63B2035/446; F03D  80/82
476067254,JP20150514762,??????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2014,F05B2240/95; Y02B  10/30; F03D   3/04; Y02P  70/523; F03D  80/50; F05B2240/96; Y02E  10/72; F05B2230/61; F05B2230/6102; F03D   3/06; F03D  80/00
476082991,JP20160550210,?????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2015,B63B   5/18; B63B   9/06; B63B  21/20; Y02E  10/721; B63B  75/00; B63B2009/067; B63B2035/446; F03D   1/06; Y10T  29/49616; B63B  35/00; B63B  77/10; F03D  13/10; Y02B  10/30; B63B  11/04; F03D  13/25; Y02E  10/727; B63B   1/107; B63B2021/505; F05B2240/93; B63B  21/502; B21D  47/00; B63B  21/50; B63C   3/04; Y02P  70/523; B63B   9/00; F03D   3/005; F05B2230/60
476088935,JP20150167071,OFFSHORE WIND TURBINE CONSTRUCTION METHOD,"PROBLEM TO BE SOLVED: To provide an offshore wind turbine construction method capable of reducing construction cost and adapting for an increasing in the number of construction units by enabling the wind turbine to be installed without using any special ship such as a jack-up ship or the like.SOLUTION: This invention relates to an offshore wind turbine construction method for installing a wind turbine 10 including a base 12 that can be installed in respect to a foundation 40 arranged at an offshore comprising a step for towing the wind turbine 10 assembled in advance and moving it to its installation site; and a step in which after the base 12 constituting the wind turbine 10 is arranged at the upper part of the foundation 40 installed at the installation site, draft adjustment for a floating body supporting the wind turbine 10 is carried out to install the basis 12 at the upper part of the foundation 40.SELECTED DRAWING: Figure 1",2015,F03D  13/40; F03D  80/00; F03D  13/10; Y02E  10/722
476092544,SE20150050937,Floating wind energy harvesting apparatus with replaceable energy converter,NULL,2015,F03D  80/50; B63B  71/00; F03D   9/25; B63B  35/44; Y02P  70/523; B63B  35/003; B63B2035/446; F05B2240/95; H02K   7/183; F03D   7/06; Y02E  10/74; F03D   3/06; F05B2230/6102; B63B  81/00; F03D   3/065; F03D  13/25; F03D   3/005; F05B2220/706; F05B2230/80; H02K   7/102; H02K   7/18; Y02E  10/727
476150906,NL20162017594,Offshore structure comprising a coated slip joint and method for forming the same,"Offshore structure comprising a pile of a foundation and at least one offshore element, mounted on the pile, forming a slip joint, wherein between an inner surface of the offshore element and an outer surface of the pile a coating, especially an anti-fouling coating is provided, increasing friction between the said two surfaces and/or preventing corrosion of one or both of said surfaces.",2016,E02B  17/00; F03D  13/25; E04H  12/342; E02B  17/04; Y02E  10/727; F05B2230/50; E04H  12/085; F03D  13/22; E02D  27/425; E02B  17/0004; E02B  17/027; E02B2017/0091; E04H  12/08; F05B2240/95
476304751,PL20130705382T,METHOD OF INSTALLING A FOUNDATION IN THE SEA BED AND SUCH FOUNDATION,NULL,2013,E02D  27/42; Y02E  10/727; E02D  27/32; E02D  27/52; E02D  29/06; E02D  27/525; F05B2240/95; E02D  23/00; E02D  27/10; E02D  27/22; E02B2017/0078; F03D  13/22; B63B2021/267; B63B  21/27; E02D  27/50
476304753,PL20130161084T,Method for current control,NULL,2013,Y02E  10/763; F03D   7/02; H02J   3/38; H02J   3/386; F03D   7/0284; F05B2240/95; F03D   9/00; Y02E  10/723
476352729,DK20120779020T,FremgangsmÂde til installation af et offshoretÂrn,NULL,2012,E02B2017/0082; F03D   1/00; E02B  17/0004; E02B  17/02; E02B  17/027; E02B2017/0047; E02B2017/0065; F03D  13/10; Y02P  70/523; E02B2017/0039; E02B  17/025; F03D  13/20; F03D  13/25; E02B  17/00; F05B2240/95; Y02E  10/727; E02B  17/08; E02B2017/0091
476352968,DK20120720580T,"System til omdannelse af vindenergi til elektrisk energi via flyvning af power-kites, der er t¯jret til jorden ved hjÊlp af kabler af en fast lÊngde, uden passive faser og med automatisk tilpasning til vindforholdene.",NULL,2012,F05B2240/95; Y02E  10/725; F05B2240/94; Y02E  10/727; F03D  13/20; F03D   5/02; F05B2240/311; Y02E  10/721; F05B2240/93; F03D   9/25; F05B2240/941; Y02E  10/70
476402811,CN201620936941U,Take cantilever structure's offshore wind farm fan single pile basis examination pile supporting structure,"The utility model provides a take cantilever structure's offshore wind farm fan single pile basis examination pile supporting structure, include vertical testing pile and the supporting pile who inserts the seabed respectively, supporting pile is equipped with at least one, the supporting pile top is equipped with a longeron, still include a cantilever beam, the first end of cantilever beam with testing pile's top is connected, the second end position in the top of longeron, the cantilever beam with be equipped with the jacking device between the longeron. The utility model discloses being different from traditional test pile method, having realized giving the single pile basis to exert the moment of flexure of toppling greatly through cantilever beam and vertical load, for the basic test pile of marine wind power single pile provides the method, testing pile atress property is agreed with with single pile element task property.",2016,E02D  33/00
476404766,CN201620936942U,Take offshore wind farm fan single pile basis examination pile supporting structure of shoulder pole structure,"The utility model provides a take offshore wind farm fan single pile basis examination pile supporting structure of shoulder pole structure, including testing pile, a supporting pile and the 2nd supporting pile, a supporting pile's top has set firmly first longeron, and the 2nd supporting pile's top has set firmly the second longeron, testing pile's top has set firmly a balance beam, balance beam's first end position in first longeron below, and balance beam's second end position in the top of second longeron, balance beam is last to be equipped with first jacking device, and first jacking unit bit is equipped with second jacking device on the second longeron between balance beam and first longeron, and second jacking unit bit is between balance beam and second longeron. Use the utility model provides a single pile basis examination pile supporting structure carries out single pile basis test pile, breaks through traditional axial bearing strength test and horizontal bearing strength test's restriction, has realized exerting toppling the moment of flexure greatly and carrying out the test pile to the single pile basis, makes more the laminate property of bearing the weight of on single pile basis of single pile basis test pile.",2016,E02D  27/44
476407067,CN201620982860U,Wind turbine foundation of displaceable prestressed anchorage cable,"The utility model provides a wind turbine foundation of displaceable prestressed anchorage cable, including tower frame of the draught fan and concrete hollow foundation, concrete hollow foundation's centre is the through -hole, the tower frame of the draught fan lower extreme fix in concrete hollow foundation, there is a recess concrete hollow foundation bottom, ask for through many prestressed anchorage between tower frame of the draught fan lower extreme and the concrete hollow foundation bottom and be connected. The utility model provides a concrete hollow foundation adopts the prestressed anchorage cable to be connected with the pylon, adopts concrete hollow foundation to change under the condition that the prestressed anchorage cable became invalid. This foundation structure pattern construction is simple and convenient, and the structure atress is more reasonable, if the prestressed anchorage cable became invalid, can change fast, solved current adoption prestressed anchorage and tied an unable difficult problem of changing when becoming invalid, and the cost is cheaper.",2016,E02D  27/42
476407125,CN201620982876U,Prestressed anchor wind turbine foundation reinforcing apparatus,"The utility model provides a prestressed anchor wind turbine foundation reinforcing apparatus, including former wind turbine foundation, many country rock killagh poles, many anchor assembly and pylon, former wind turbine foundation be physical foundation concrete structure, former wind turbine foundation below be the basement rock, former wind turbine foundation goes up division there are a plurality of anchorage holes, anchorage holes pass former wind turbine foundation and get into in the basement rock, also have layer bed course concrete between basement rock and the former wind turbine foundation, the pylon lower extreme be located former wind turbine foundation, the bottom of many country rock killagh poles is fixed in former wind turbine foundation, the pylon bottom is provided with respectively from top to bottom and consolidates the apical ring and consolidate the bottom ring, be provided with a plurality of anchor eyes on consolidating the apical ring and consolidating the bottom ring, a plurality of anchor assembly pass corresponding anchor eye and corresponding anchorage holes and fix. This device can can also use by the whole wind turbine foundation of effectual assurance under the condition that wind turbine foundation became invalid. This device simple structure easily operates simultaneously, and is with low costs, efficient.",2016,E02D  27/42; E02D  37/00; E02D  27/44
476408570,CN201620981012U,A mechanical energy is gathered can mechanism for marine multipotency power generation facility,"The utility model relates to a marine power generation facility's mechanical energy gathering mechanism belongs to marine resources and develops and uses technical field. A mechanical energy is gathered can the mechanism, should gather can the mechanism by the triplex: for the marine power generation facility of multipotency the one -level energy collects the mechanism, the second grade energy collects mechanism and energy storage mechanism, the one -level energy collects mechanism and second grade energy and collects the mechanism and have the same structure, the one -level energy collects the mechanism and the second grade energy collects between the mechanism to and the second grade energy collects and all passes through the coupling joint between mechanism and the energy storage mechanism. The utility model discloses a beneficial effect that a mechanical energy is gathered can mechanism for marine multipotency power generation facility has is: should gather and can the mechanism become by three modularization, compact structure's sub - mechanism group, the mechanical energy gathering that not only can be simultaneously convert wind energy, wave energy and energy by ocean current to, but also can be with energy storage and definite value output for drive the electricity generation of marine generator.",2016,F03D   9/10; F03B  13/14; Y02E  10/38; Y02E  10/722; F03B  13/26; F03D  15/10
476410798,CN201621000821U,Novel leading truck is basic with marine wind power that jacket is united,"The utility model provides a novel leading truck is basic with marine wind power that jacket is united, including being located the jacket structure on upper portion and being fixed in jacket structure below as the leading truck structure that supports, the leading truck structure includes the leading truck sleeve with the main duct lower part fixed connection of jacket, leading truck sleeve endotheca is equipped with the pile body, between pile body and the leading truck sleeve inner wall, main duct lower extreme and frame have the stopper between the sleeve, the utility model discloses leading truck sleeve and jacket are with establishing the stopper, and the location of supplementary pile body falls to putting with the location of jacket, prevents the removal of pile body in the position fixing process, make the location more reliable and more stable, more steady, accurate, and the final main duct with the jacket of leading truck is connected some as foundation structure with stake grout, improves the stability of structure.",2016,E02D  27/52; E02D  27/42; E02D  27/14
476410940,CN201621000541U,Marine wind power single pile basis resistance to compression bearing strength test device,"The utility model discloses a marine wind power single pile basis resistance to compression bearing strength test device, it includes squeezes into the testing pile of the following supporting course of mud face in order to obtain stability, slope to squeeze into on the same straight line of testing pile to fixed mounting has an accurate stake of two foundation, squeezes into many anchor logs in the bilateral symmetry of testing pile and benchmark stake, the top of many anchor logs links to each other through spacing steel pipe is fixed, installs the test pile platform at the top of anchor log, the reaction frame system is installed at the top of test pile platform. This test device is very big has saved the experimental cost in marine wind power single pile basis, has improved work efficiency moreover, has reduced the proof strength.",2016,E02D  33/00
476421617,CN201621039607U,Cyclic annular base apparatus of marine wind power suction formula,"The utility model discloses a cyclic annular base apparatus of marine wind power suction formula, including inside wall, lateral wall, top cap and branch storehouse board, inside wall and lateral wall be the tubular structure of coaxial setting, and the top cap sets up in the top of inside wall and lateral wall, space between cover inside wall and the lateral wall, equidistance between inside wall and the lateral wall set up branch storehouse board between with inside wall and lateral wall the partition be the branch storehouse of areas such as at least two, the utility model discloses reduced the construction cost on suction formula wind -powered electricity generation basis, reduce basic materials under the circumstances of guaranteeing foundation bearing capacity, and branch storehouse formula structure can make this basis keep the basal level degree in sinking process.",2016,E02D  27/44; E02D  27/42
476486926,KR20170011340,SUBSTRUCTURE FOR OFFSHORE WIND POWER,"The present invention provides a substructure for offshore wind power generation, comprising: a jacket portion having a plurality of jacket legs and a brace member connecting the plurality of jacket legs; a transition piece provided at an upper side of the jacket portion and providing an installation portion of a wind power generation structure; and a support pile installed through the jacket portion and the transition piece and penetrating a bottom of the seabed and supporting the jacket portion and the transition piece, wherein the substructure for offshore wind power generation adjusts verticality of the transition piece by relatively displacing the support pile and the transition piece, by stretching of a hydraulic device provided between the transition piece and the support pile.",2017,E02B  17/0004; E02B2017/0091; E02D  27/52; F03D  13/20
476488290,KR20160037944,ARTIFICIAL WATER CIRCULATION DEVICE FOR THE IMPROVEMENT OF WATER QUALITY AND ITS CONTROL METHOD,"The present invention relates to an artificial water circulation apparatus for forcibly circulating water in lakes or the like to remove green algae and improve water quality. The artificial water circulation apparatus according to the present invention comprises: a frame configured to support the apparatus; a floater provided at the bottom of the frame so as to form buoyancy enabling the apparatus to float on water; a circulating power-generating device disposed in the center of the frame so as to forcibly circulate water; a driving motor located above the circulating power-generating device in the frame so as to rotate the circulating power-generating device; a wind power generator provided above the frame and configured to generate electricity by wind power in order to supply the electricity to the driving motor; and a hybrid controller configured to apply electricity, generated by the wind power generator, and commercial electricity, in order to drive the driving motor. The apparatus according to the present invention has the effects of removing green algae and improving water quality.",2016,C02F   1/00; C02F   1/40; F03D   3/0409; F03D   9/25; F03D   9/00; Y02E  10/74; Y02W  10/15; C02F   1/008; B01F2215/0052; B01F   5/10; B01F   5/104; C02F   7/00; C02F   1/74; F03D   3/02; Y02W  10/37
476493386,NL20172018377,WERKWIJZE VOOR HET PLAATSEN VAN EEN WINDMOLEN,"De uitvinding heeft betrekking op een werkwijze voor het plaatsen van een windmolen op een onderwater gelegen bodem. De windmolen omvat een fundering die geschikt is om te verankeren met de bodem. De werkwijze omvat de volgende stappen: (a) bevestigen van de windmolen in een nagenoeg horizontale positie aan een framewerk, (b) afzinken van het framewerk verkregen in stap (a), (c) positioneren en verankeren van het framewerk op de onderwater gelegen bodem, (d) plaatsen van de windmolen op de waterbodem in een verticale positie en (e) fixeren van de fundering met de bodem.",2017,B63B  35/44; E02B  17/02; E02B2017/0091; B63B  35/003; E02B  17/00; E02B2017/0047; F03D  13/10; Y02E  10/727; E02B  17/027; E02B2017/0039; F03D  13/25
476494733,EP20170161568,"WIND-TURBINE TOWER, WIND TURBINE, AND METHOD OF ASSEMBLING WIND-TURBINE TOWER","A wind-turbine tower includes: a base structure; and a tower body to be erected on the base structure. The base structure includes: a cylindrical member having an inner diameter larger than an outer diameter of a root part of the tower body and being disposed along an upward and downward direction; a stiffening plate mounted to an inner wall surface of the cylindrical member so as to extend inward in a radial direction of the cylindrical member; and a load transmitting part, disposed between the stiffening plate and the root part of the tower body, for transmitting a load of the root part of the tower body to the cylindrical member.",2017,Y02E  10/727; F05B2240/95; F03D  13/20; F03D  13/25
476540706,ES20120850438T,Central de energÌa eÛlica para convertir energÌa eÛlica en energÌa elÈctrica en el mar,"Central de energÌa eÛlica para convertir energÌa eÛlica en energÌa elÈctrica en el mar, que comprende: - m˙ltiples aerogeneradores (2), - un andamiaje flotante que incluye al menos dos elementos de soporte (3a-b) adaptado para soportar los aerogeneradores y dispuesto de forma tal que se forme una abertura (7) entre los elementos de soporte, y - una disposiciÛn para conectar el andamiaje a una base dispuesta en el mar, dicha disposiciÛn comprende: - una viga alargada (9) que se extiende a travÈs de dicha abertura en el andamiaje y sobresale a ambos lados del andamiaje, - una unidad de conexiÛn (10) para conectar un extremo de la viga a la base, y - m˙ltiples cables de alambre (14a-i) dispuestos entre dicha viga y dicho andamiaje para conectar mec·nicamente la viga al andamiaje, en donde al menos tres de dichos cables de alambre (14a-d) est·n dispuestos entre un extremo de la viga y el andamiaje y al menos tres (14e-h) de dichos cables de alambre est·n dispuestos entre el extremo opuesto de la viga y el andamiaje.",2012,F03D  13/10; F03D   1/02; F05B2240/97; F03D  13/25; F05B2240/40; Y02E  10/727; F05B2240/95; B63B  35/44; F03D  80/00; F05B2240/93; F03D  13/22
476544595,JP20160195478,SPHERICAL JOINT,"PROBLEM TO BE SOLVED: To provide a movable joint of a levitation type structure, hardly damaged even if large force is added from a wave.SOLUTION: A spherical joint 6 of the present invention is the spherical joint for cushioning force by a wave by rocking a joint part of a levitation type structure, and comprises a spherical socket 61 having an inner chamber 61c and a conical hole 61d, a central ball 62, a spherical stud 63 having a spherical plate 63a and a connection rod 63b, a spherical seat 64 and at least two connection flanges 65 for fixing-supporting the spherical stud 63 and the spherical seat 64. The central ball 62 is formed in a smaller diameter than the inner chamber 61c and a larger diameter than an inner chamber side opening of the conical hole 61d, and an outer peripheral end of the spherical plate 63a of the spherical stud 63 is formed in a circular shape of a larger diameter than the inner chamber side opening of the conical hole 61d.SELECTED DRAWING: Figure 5",2016,B63B  35/00; F03D  13/25; F16C  11/06; Y02E  10/727; Y02E  10/722
476617659,CN201621008943U,Wind energy gas compressor fan blade safe operation automatic safety device,"Wind energy gas compressor fan blade safe operation automatic safety device belongs to a wind energy equipment technical field. Concretely relates to drives air compressor through the fan blade rotation for one kind, produces compressed gas and carries out the improvement of the device structure of oxygenation aeration to river, lake, river system. The utility model provides a simple structure, speed can not be out of control because of especially big wind -force when the fan blade was rotatory to avoid equipment because of the big wind energy gas compressor fan blade safe operation automatic safety device who damages of wind. The utility model discloses a rotary case, its characterized in that: the rotary case is provided with the connector all around, is provided with the fan blade through buffering rotary device on the connector, buffering rotary device includes the casing that links to each other with the fan blade, is provided with the restoring force between casing and the connector towards the reset spring at rotary case center, and the casing is provided with the spiral track outward, side corresponding to the casing on the connector is provided with the fixed plate, be provided with on the fixed plate with spiral track complex guide way.",2016,Y02E  10/722; F03D  80/00
476632169,CN201620911709U,Float formula developments leveling subassembly and wind measuring device,"The utility model relates to a wind power generation technical field, in particular to float formula developments leveling subassembly and wind measuring device to solve the supporting platform and the low technical problem of wind measuring device leveling precision that float at sea. Most likely showy formula developments leveling subassembly includes supporting platform, showy subassembly and anchor rope that top -down set gradually, supporting platform is equipped with the appearance water tank, holds the water tank and is equipped with the notes outlet rather than being linked together, showy subassembly include at least three flotation tank and with each flotation tank fixed connection's linking arm, linking arm and supporting platform fixed connection, and the vertical centre of symmetry line circumference evenly distributed of each flotation tank for supporting platform, the one end and the linking arm fixed connection of anchor rope, the other end and sea bed fixed connection. The wind measuring device at the anemometry platform that floats formula developments leveling subassembly top, is equipped with radarsonde including floating formula developments leveling subassembly and fixed connection on the anemometry platform. The utility model is used for carry out the leveling to the wind measuring device.",2016,B63B  21/20; B63B  35/00; B63B  35/44
476637357,CN201620684785U,Bottom sprag device and offshore wind power generation device of offshore platform,"The utility model discloses a bottom sprag device and offshore wind power generation device of offshore platform relates to offshore wind power generation technical field. The bottom sprag device of this offshore platform includes supporting seat, support column and connecting catheters, the annular pipe body that the supporting seat becomes for the cavity circumference of cannon bone, the support column is the body of bottom lock, the vertical setting of support column is at the middle part of supporting seat, connecting catheters's one end and supporting seat intercommunication, the other end and support column intercommunication, this offshore wind power generation device, including the bottom sprag device of foretell offshore platform, aerogenerator's a tower section of thick bamboo sets up on the support column. The utility model discloses a bottom sprag device of offshore platform, its supporting seat are the confined annular pipe body that is become by the cavity circumference of cannon bone, and support column bottom lock, connecting catheters be supporting seat and support column intercommunication, entry that the back is whole can float on the sea, can carry out towage on the sea to this device, are convenient for transport, have to carry out the value popularized and applied.",2016,E02D  27/42; E02D  27/06
476646441,KR20150176636,Multi-Cylinder Control and Remote Monitoring System,"The present invention relates to a multi-cylinder control and remote monitoring system. The present invention relates to a multi-cylinder control and remote monitoring system, comprising: a marine wind power generator including a tilt sensor, a valve, a control device, a transmission device, and a reception device; a database server for storing the defaulting tilt value and stroke value of the multi-cylinder; and a client for receiving and monitoring information from a second transmission server. The present invention provides the multi-cylinder control and remote monitoring system having a leveling system for easy management.",2015,G01P  15/00; G01C  19/00; G06Q  50/10; F03D   1/00; Y02E  10/72
476656569,KR20150135326,Control Method for Stabilizing the Floating Offshore Wind Turbine,"A floating offshore wind turbine of the present invention comprises: a floater (5) which lets a wind turbine (2), which generates power by a rotor (3), which is rotated by sea breeze, vertically stand with buoyancy; and a posture stabilization unit (10) which generates thrust to the floater (5) for a pitch motion of the Y-axis of a three-dimensional motion of a coordinate system of x, y, and z by changes in sea breeze and waves to reduce changes in the pitch motion and to keep a wind facing posture which is favorable for the rotation of the rotor. The present invention keeps system stability which does not cause a negative damping effect even at a low natural frequency by using thrust of a thruster (40) for changes in sea breeze and waves, and specifically has a very excellent posture control stabilization efficiency of additional thrust to reduce the pitch motion of the Y-axis which is formed to be the greatest of the three-dimensional motion.",2015,F03D   1/00; F03D   9/00; Y02E  10/723; F03D   7/02
476671610,CN201610935434,Protecting device for wave-energy power generating device,"The invention discloses a protecting device for a wave-energy power generating device. The protecting device comprises the wave-energy power generating device, an air inlet and water inlet pipe is arranged in the middle of the wave-energy power generating device, one end of the air inlet and water inlet pipe is connected with a hose, the other end of the air inlet and water inlet pipe is arranged in an air inlet and water drainage cabin which is arranged at the bottom of the wave-energy power generating device, a floating mat is arranged at the other end of the hose, floating balls are arranged all around the floating mat through connecting parts, floating balls and wind power generators are arranged on the upper surface of the floating mat, and a power conversion and power collection device is arranged in the floating mat; and drainage pipes are arranged on the air inlet and water drainage cabin, two fixing blocks are connected to the bottom of the air inlet and water drainage cabin through fixing block anchor chains, and multiple stabilizing blocks are arranged at the bottom of each fixing block. The protecting device for the wave-energy power generating device has the advantages of being capable of being suitable for bad weather, capable of better utilizing wind energy under bad weather and achieving multiple power generating modes, higher in safety and longer in service life.",2016,Y02E  10/725; Y02E  10/226; F03B  11/00; F03D   9/008; F03B  13/14; F03D   9/25; Y02E  10/38
476679974,CN201610952145,Marine floating platform seabed anchoring and fixing device having fractal characteristic,"The invention relates to a marine floating platform seabed anchoring and fixing device having a fractal characteristic. The marine floating platform seabed anchoring and fixing device comprises a benthonic anchor fixing part and a mooring part for connecting a platform and the anchor fixing part, wherein the anchor fixing part is of a fractal tree structure provided with a plurality of layers, a plurality of tree-like structure forks are arranged at the top ends of the trunk of the fractal tree, and the adjacent tree-like structure forks having parent child relation have self-similarity iteration relation of a geometrical shape. According to the marine floating platform seabed anchoring and fixing device having the fractal characteristic, the fractal tree structure based on a fractal theoretical construction is applied to a benthonic anchor fixing device of a floating wind turbine. The fixing anchor and seabed contact area is increased by adopting the multi-layer branch structure of a fixing anchor, so that a fixing effect of the device is good. In addition, the pull force in the vertical direction can be borne by adopting the fixing anchor with the fractal tree structure, and the pull force in the horizontal direction can be also borne.",2016,B63B  21/50
476731504,CN201611128735,Optimization selection method for grid-connected points of offshore wind power plant,"The invention discloses an optimization selection method for grid-connected points of an offshore wind power plant. Adequacy and safety of a regional power grid in a calculation period (such as one year) are determined by combination of output characteristic and grid-connected points of the wind power plant, load characteristic of the regional power grid, a power-grid grid structure, and power supply output constraint, for comparing and analyzing the consumption capability of the regional power grid under different grid-connected points on the offshore wind power, and relatively good grid-connected points are screened preliminarily; for the preliminarily-screened grid-connected points, a grid reinforced scheme set is formed; specific to each grid reinforced scheme, re-calculation on time facture surfaces which do not satisfy the adequacy and safety of the regional power grid is carried out from the preliminarily-screened calculation, so as to satisfy the adequacy and safety constraint conditions of the power grid; and finally, by taking the minimum investment as an objective, the optimal grid-connected point of the offshore wind power plant is obtained. By taking the minimum investment cost as the objective, and by comprehensive consideration of the influence to the power grid after offshore wind power grid connection, and the power-grid grid reinforced schemes, the optimal grid-connected point of the offshore wind power is obtained.",2016,Y02E  10/763; H02J   3/38; H02J2203/20; H02J   3/386
476748883,BE20170005164,Steunstructuur voor een offshore windturbine en ballasthouder daarvoor,"Beschreven wordt een steunstructuur voor een offshore windturbine. Deze omvat een rond een centrale as gevormd vakwerk van hoekpalen en verstijvingsribben en, aan een onderzijde van de steunstructuur voorziene, zuigemmers die zijn ingericht om zich in een onderwaterbodem vast te zuigen en aldus de steunstructuur aan de onderwaterbodem te verankeren. Verder is de steunstructuur aan een bovenzijde voorzien van een aansluitflens voor een windturbinetoren. De bovenzijde omvat ook een ballasthouder waarin massa is opgenomen zodat het zwaartepunt van de massa excentrisch ligt ten opzichte van de centrale as. De ballasthouder zorgt ervoor dat de steunstructuur niet scheef zakt tijdens het indringen in de onderwaterbodem.",2017,E02D  27/42; E04H2012/006; F03D  13/25; Y02E  10/727; E02D  27/425
476778061,CN201611057154,Super-thick EH36 steel for offshore wind power pipe pile and preparation method thereof,"The invention relates to super-thick EH36 steel for an offshore wind power pipe pile. The super-thick EH36 steel for the offshore wind power pipe pile comprises the following chemical components in percentage by mass: .015 to 0.18 percent of C, 0.15 to 0.30 percent of Si, 1.40 to 1.60 percent of Mn, less than or equal to 0.0070 percent of P, less than or equal to 0.0030 percent of S, 0.050 to 0.070 percent of Nb, 0.015 to 0.030 percent of V, 0.08 to 0.020 percent of Ti, 0.030 to 0.050 percent of Al, 0.15 to 0.40 percent of Ni, 0.10 to 0.20 percent of Cr, and the balance of Fe. A production process flow comprises the following steps: performing converter operation, performing LF refining, performing vacuum degasifying, performing Ca treatment, performing continuous casting, dehydrogenizing, rolling, performing air cooling, performing high-temperature hot straightening, and normalizing. According to the production process flow, the super-thick EH36 steel of 90 to 120 mm for the offshore wind power pipe pile, which is high in unit weight, high in strength, high in impact toughness, small in thickness tolerance and high in straightness and does not have a surface defect is obtained.",2016,C21D   8/02; C22C  33/04; C21D   8/0247; C22C  38/02; C22C  38/50; C21D   1/28; C22C  38/58; C21D   8/0226; C22C  38/04; C22C  38/06; C22C  38/48; C22C  38/46
476885274,DK20100193900T,Systemer til samling af et offshore-bÊresystem til anvendelse med en vindm¯lle,NULL,2010,F03D   1/00; B63B  39/03; F03D  13/10; F03D  13/22; Y02E  10/727; F05B2240/95; B63B2039/067; F03D  13/25; F05B2240/93
476923388,CN201620939802U,Offshore wind farm single pile basis,"The utility model provides an offshore wind farm single pile basis, includes the single pile pipe, the single pile pipe passes that the seabed mud is vertical to be supported in the dense layer surface, at the intraductal centre form steel cylinder that has inserted of single pile, has inserted many steel -pipe piles in the clearance between single pile pipe and the centre form steel cylinder, the steel -pipe pile lower extreme pass seabed dense layer insert at the strong decompoed rock in seabed in place, the utility model is suitable for a complicated offshore wind farm of sea bed geological conditions.",2016,E02D  27/52; E02D  27/14; E02D  27/42
477037598,FR20160063074,SYSTEME DE PRODUCTION ET DE STOCKAGE D'ENERGIE.,"L'invention porte sur un systËme 1 pour produire et stocker de l'Ènergie, comprenant une Èolienne 2 entrainant un compresseur 7 pour l'air ambiant, un ballon 4 immergÈ servant pour le stockage de l'air comprimÈ, et, un turbogÈnÈrateur 5 pour produire de l'ÈlectricitÈ ‡ partir de cet air comprimÈ",2016,F05B2240/95; F03D   9/17; F03D   1/02; Y02E  60/15; F03D   9/28; F05B2240/93; F03D   9/10; Y02E  10/72; Y02E  60/17
477068462,KR20150137370,Boat for Offshore Wind Power Electricity Generator Installation,"According to a ship for installation of an offshore wind power generator, a position controllable ship for installation of an offshore wind power generator comprises: a hull (10); a fixed structure passing groove (20); a gantry support (30); a vertical frame (50); a main lifting block (60); an upper clamping unit (70); a horizontal moving block (80); a lower clamping unit (90); and a control unit (110).",2015,Y02E  10/727; B63B  27/12; B63B  35/00; B63B  27/00
477072198,KR20150120069,Leg management apparatus and operating method thereof,"Provided are a leg management apparatus and an operating method thereof. The leg management apparatus comprises: a first connecting unit holding a first brace; a second connecting unit holding a second brace different from the first brace; an interval adjusting unit connected to the first connecting unit and the second connecting unit to adjust an interval between the first connecting unit and the second connecting unit; and a position sensing unit installed in the interval adjusting unit and sensing a relative position between the first brace, the second brace, and a chord.",2015,B63B   9/06; E02B  17/08; Y02E  10/727; B63B  35/44
477126616,EP20170713351,FLOATING WIND TURBINE HAVING TWIN VERTICAL AXIS TURBINES WITH IMPROVED EFFICIENCY,NULL,2017,F03D   3/062; F03D   3/064; F03D   9/25; F03D  17/00; F03D   3/005; F03D   3/06; F03D   9/30; F03D  13/25; F03D   3/04; F03D   9/007; F05B2270/329; Y02E  10/74; F05B2240/93; F03D   9/00; F05B2260/90; H02K  21/14; F03D   3/065; F05B2240/211; F05B2240/95; H02K   7/102; H02K   7/183; F03D   3/00; F03D   3/02
477136381,KR20150134163,MARINE STRUCTURE INSTALLATION VESSEL AND INSTALLING METHOD OF MARINE STRUCTURE,"According to the present invention, disclosed are a marine structure installation vessel and an installing method of a marine structure. According to the present invention, the marine structure installation vessel comprises: a hull moved in a state of floating on the sea, wherein a seawater chamber is formed, and a marine support body is stacked; a docking device mounted in the hull, wherein a marine structure is supported; and a pumping device supplying seawater to the seawater chamber for the hull to be submerged, enabling the marine support body to float on the hull by buoyancy, and draining seawater in the seawater chamber for the hull to float.",2015,Y02E  10/727; B63B  21/16; B63B  21/50; B63B  35/00; F03D  13/10; F03D  13/40; B63B  13/00; B63B  27/36; B63B  35/003
477138345,ES20140250119T,Aerogenerador marino,"Un aparato para generar electricidad, que comprende: un subconjunto generador (101); una estructura de soporte (102) para soportar dicho subconjunto generador; y un mecanismo de soporte (103) para asegurar el subconjunto generador a dicha estructura de soporte; en el que: dicho subconjunto generador tiene una turbina sensible al viento (104) y un generador elÈctrico (105); dicha estructura de soporte incluye una porciÛn de flotaciÛn (106) para su inmersiÛn en agua y una porciÛn de m·stil (108) que se extiende desde dicha porciÛn de flotaciÛn para extender el subconjunto generador por encima de la lÌnea de flotaciÛn; dicha estructura de soporte es flotante y libre de balancearse al flotar en el agua; y adicionalmente en el que dicho mecanismo de soporte es articulado para permitir que el subconjunto generador mantenga un ·ngulo operativo durante el balanceo de dicha estructura de soporte; y dicha porciÛn de m·stil comprende: un codo (308); un primera secciÛn (310) por debajo de dicho codo, inclinada a un primer ·ngulo (311) alejado de dicha turbina; y una segunda secciÛn (312) por encima de dicho codo, inclinada a un segundo ·ngulo (313) hacia dicha turbina, caracterizado por que: el centro de gravedad del subconjunto generador est· por debajo de la posiciÛn de dicha articulaciÛn.",2014,B63B  35/44; B63B2017/0072; F05B2240/93; F05B2250/411; Y02E  10/721; F03D  13/20; F03D  13/25; B63B  39/02; F03D   9/25; B63B  39/00; F03D   7/0204; B63B2035/446; F03D   1/06; F03D  80/00; F05B2240/95; F03D   1/00; F05B2240/97; Y02E  10/727
477141184,CN201510621470,Submarine cable fixation bracket,"The invention provides a submarine cable fixation bracket which is arranged on a wind turbine base platform. The submarine cable fixation bracket comprises two pillars arranged in parallel, a number of beams arranged between two pillars, submarine cable hoops and hoop fixtures, wherein the submarine cable hoops and the hoop fixtures are arranged on the beams. Two ends of each beam are connected with the pillars through regulating plates. The pillars are provided with a number of first regulating holes in the height direction. Each regulating plate is provided with two groups of symmetrical second regulating holes arranged in arc in the circumferential direction. According to the invention, a submarine cable in the space inclined state is fixed by regulating the height and inclination of the beams, the horizontal position of the hoops on the hoop fixtures and the hoop fixation angle; the disturbance of the submarine cable is reduced; the normal operation of the submarine cable is ensured; the whole structure is compact, reasonable, economical, practical and versatile; the construction efficiency is effectively improved; and the safety of the submarine cable is ensured.",2015,E04H  12/00; E04H  12/02; E04H  12/08; E04H  12/24
477215188,CN201621032747U,Wind turbine generator system sea transport installation ship,"The utility model discloses wind turbine generator system sea transport installation ship relates to the wind power generation equipment fixing field. Its purpose be for provide a fan installation effectiveness high, receive the sea situation influence little, construction cost low, collect the shipment of fan pier complete machine, complete machine transportation, unload a ship and install in the wind turbine generator system sea transport installation ship of an organic whole. The utility model discloses wind turbine generator system sea transport installation ship includes hull, conveying support and jacking system, and the at least one end of hull sets up the notch along vertical axis direction, conveying support includes the king -tower frame, the upper portion support that can open and shut and the lower support that can open and shut, two king -tower framves are fixed the top at two king -tower framves is fixed to the both sides of notch on the hull, upper portion support for support fan tower section of thick bamboo upper segment, lower support sets up the lower part between two king -tower framves for fixed fan tower bobbin base section, the jacking device is fixed on the hull of lower support below, and jacking device top is connected with lower support for it reciprocates to drive lower support.",2016,B63B  35/28; Y02E  10/727; B63B  35/00; F03D  13/10; F03D  13/40
477215310,CN201621052557U,Combined ocean power generation device,"The utility model relates to a combined ocean power generation device, the device is with wave -power generation device (50), trend power generation facility (51) and wind -force power generation facility (52) make up integratively, utilize wave power generation platforms fixed assembly (7) down, wind power generation motor fixed platform (46), the wave electricity generation is bearing diagonal (6) down, bearing diagonal (22) are gone up in the wave electricity generation, assembly (5) and trend electricity generation bearing diagonal (4) links together and constitutes the overall framework structure to do the basis fixed under the trend electricity generation rotary fixing structure, being generated electricity by horizontal tie -bar (43), wave electricity generation horizontal support rod (47) and wave between the public support post of wind -force trend electricity generation, horizontal tie -bar (48) constitute wave electricity generation stationary mast stabilized platform (23) between the support post, install wind power generation motor (21) on wind power generation motor fixed platform (46), are connected through wind power generation motor and switch board assembly connecting wire (29) and switch board assembly (30). The utility model discloses can improve the exploitation of marine energy rate.",2016,F03B  11/00; H02J   3/38; Y02E  10/722; Y02A  30/62; Y02E  10/763; F03D   9/11; Y02E  10/226; Y02E  10/38; F03B  13/26; F03D  80/00; Y02E  10/725; F03B  13/14; F03D   9/25
477311837,NL20162018066,"A method for installation of a pile adapted to support an offshore wind turbine, wave-induced motion compensated pile holding system, vessel, and pile holder.","The invention relates to a method for installation of a pile adapted to support an offshore wind turbine in which the piles are transported horizontally, positioned in a pile holder, rotated to a vertical orientation while being held by the pile holder, and subsequently lowered into the water while being held by the pile holder, wherein the installation vessel is in a floating condition, and wherein the pile holder is compensated for wave-induced motion of the vessel to maintain a predetermined X-Y location independent of the wave-induced motion of the vessel. The invention also relates to a pile holding system, a pile holder, and a vessel comprising a pile holding system.",2016,E02D  27/42; E02B2017/0091; E02B2017/0043; E02D  13/04; E02D  27/425; F16L   1/207
477311853,NL20172018328,Upending device for upending an elongate support structure,"The present invention relates to an offshore structure comprising an upending device for upending an elongate support structure from a substantially horizontal loading position on a deck of the offshore structure to a substantially vertical launch position outboard of the offshore structure. The upending device comprising a pivot axis situated near a side of the offshore structure for pivoting the upending device between the loading position and the launch position, a ?rst end of the upending device having a connector member for pivotally connecting to the elongate support structure, the connector member in the launch position is in a position outboard from the side of the offshore structure, and a second end of the upending device is attached to a pulling device that is located on the deck of the offshore structure. The upending device is within reach of one or more hoisting means for lifting the elongate support structure.",2017,B63B  27/10; B63B  35/003; F05B2240/95; B63B  35/00; F03D  13/10; Y02P  70/523; F05B2230/6102; Y02E  10/727; B63B   9/06; B63B  75/00; F05B2230/61
477330914,ES20150031364,Buque para el transporte e instalaciÛn de unidades eÛlicas fuera costa,"Buque para el transporte e instalaciÛn de unidades eÛlicas fuera costa. La presente invenciÛn se refiere a un buque para el transporte e instalaciÛn de unidades eÛlicas fuera costa que presenta en planta una forma que media entre una 'U' en su interior y una 'V' en su exterior, semejante al contorno de una herradura que es autopropulsado, que dispone de un sistema de posicionamiento din·mico competente y que tiene un sistema de arriado e izado de gatos de cables ayudado por subsistemas de lastre, defensas, amarras y dispositivos mec·nicos/hidr·ulicos/elÈctricos para realizar con seguridad y autonomÌa las operaciones de transporte e instalaciÛn de unidades eÛlicas fuera costa y/o sus cimentaciones.",2015,B63B  35/44; F03D  13/25; B63B   1/02; B63H  25/42; Y02E  10/727
477388849,ES20170030186,ESTRUCTURA FLOTANTE AUTOINSTALABLE DE TIPO SPAR PARA SOPORTE DE AEROGENERADORES DE GRAN POTENCIA,"Estructura flotante de tipo Spar que sirve como base para aerogeneradores off-shore de gran tamaÒo constituida por un cajÛn triangular inferior de hormigÛn armado, y otro superior met·lico, tambiÈn triangular, sobre el que apoya el fuste del aerogenerador, unidos mediante tres columnas elevables, dispuestas en los vÈrtices. La estructura propuesta, pertenece a la tipologÌa de las plataformas Spar, por basar fundamentalmente su funcionamiento en el descenso del centro de gravedad del conjunto, pero tiene tambiÈn componentes de semisumergible por tener tres flotadores en la lÌnea de flotaciÛn que aumentan su par restaurador. Su bajo calado inicial (en torno a los 10 m), aumenta notablemente la disponibilidad de muelles cercanos al lugar de implantaciÛn para su construcciÛn y montaje. Por otra parte, la sencilla geometrÌa de su base, permite realizarse mediante un sistema de construcciÛn sencillo y eficaz, similar al empleado para la elaboraciÛn de cajones portuarios. Tiene un sistema innovador de puesta en servicio del tanque de lastrado que permite remolcar la estructura con el aerogenerador completamente instalado 'on-shore' con gran estabilidad naval, y una vez llegado a su posiciÛn de trabajo, sin la necesidad de empleo de ning˙n medio de elevaciÛn auxiliar (Jack-up, gr˙as heavilift...), se lastra sÛlo con agua y se desciende a gran profundidad asegurando significativas menores inclinaciones para el correcto funcionamiento del aerogenerador. A diferencia de otros sistemas Spar existentes, el tanque de lastrado es izable y reflotable y permite remolcar de nuevo la plataforma con el aerogenerador, para poder hacer labores de reparaciÛn o mantenimiento en puerto.",2017,F03D  13/25; Y02E  10/727
477388987,DK20100834651T,STUKSVEJSET SAMLING OG FREMGANGSM≈DE TIL FREMSTILLING AF DENNE,NULL,2010,B23K2101/18; B23K2103/04; Y10T 403/477; B23K  15/006; B23K2101/06; B23K  15/00; B23K  15/06; Y10T 403/478; F03D  13/25; B23K  15/0006; B23K  26/20
477389136,DK20120727422T,Helikopterlandingsplads,NULL,2012,F03D   1/00; F03D  80/50; F05B2240/95; Y02E  10/727; E01F   3/00; F03D  80/00; F03D  13/40; Y02B  10/30; Y02E  10/721; Y02E  10/726; F05B2240/14
477389273,DK20130801867T,"FLYDEDYGTIG TRANSPORT- OG INSTALLATIONSSTRUKTUR TIL TRANSPORT OG INSTALLATION AF EN FLYDENDE VINDTURBINE, EN FLYDENDE VINDTURBINE OG FREMGANGSM≈DE TIL TRANSPORT OG INSTALLATION AF SAMME",NULL,2013,E02D  27/50; B63B   1/107; Y02B  10/30; E02B2017/0091; E02D  27/52; F05B2240/95; B63B  35/00; B63B  35/003; B63B2001/128; B63B2035/446; E02B  17/02; Y02E  10/721; B63B2021/505; E02B  17/04; F03D  13/22; F05B2240/93; B63B  21/50; F03D  13/25; Y02E  10/727; E02B2017/0039; E02B2017/0095; B63B  35/44; E02B2017/0047
477446681,EP20170166266,IMAGING A ROTATING COMPONENT,"An imaging apparatus (202) for imaging a rotating component is shown. The imaging apparatus has a proximal end (301) configured to be attached to the rotating component, along with a distal end (302). The imaging apparatus has located within it a convex mirror (306) at the distal end, which has a reflective surface (309) which is directed toward the proximal end and having a field of view (F M ) wider than the imaging apparatus. The imaging apparatus also has located within it a camera (307) at the proximal end, the camera being directed towards to distal end and having a field of view (F C ) which includes the mirror.",2017,F05D2260/83; G02B  26/00; B63H   5/07; F01D  21/00; F05D2270/8041; G03B  15/006; B64D  27/16; B64D  45/00; B64D  47/08; G02B  26/08; G03B  17/08; H04N   7/18; F02C   7/04; G02B  26/0825; H04N   5/23238; F02K   3/06; G01B  11/16; F05D2220/323; G01M  15/14; G03B  15/00; H04N   7/183; B64D  27/10; B64D  33/02; F01D  21/003; F03D  17/00; H04N   5/232; B64D2045/0085; F01D  17/02; F01D  21/10; F04D  15/00; F04D  15/0088
477462533,DE20152008636U,Kraft¸bertragungsmodul f¸r Wind-Offshore Strukturen sowie Gr¸ndungstruktur,"Kraft¸bertragungsmodul f¸r eine insbesondere Offshore Windenergieanlage, welches mittelbar oder unmittelbar mit einem Turm einer Windenergieanlage verbindbar ist, gekennzeichnet durch einen im Betrieb sich im wesentlichen horizontal erstreckenden oberen Ring, insbesondere Blech-Ring, einen im Betrieb sich im wesentlichen horizontal erstreckenden unteren Ring, insbesondere Blech-Ring, und mehrere im Betrieb sich im Wesentlichen in vertikaler Richtung zwischen dem oberen Blech-Ring und dem unteren Blech-Ring erstreckende Blechsegmente zur ‹bertragung von Kr‰ften.",2015,E02B2017/0091; E02D  27/425; E04H  12/08; E04H  12/22; F03D  13/25; Y02E  10/727; E02D  27/52; E02B  17/0004
477463824,DE201510220671,"Aerodynamischer Kˆrper, seine Verwendung und Verfahren zum Absaugen eines Teils eines Fluids","Aerodynamischer Kˆrper (114), umfassend einen Grundkˆrper (122), der ¸ber eine Oberfl‰che (124) verf¸gt, welche zur ‹berstrˆmung (126) durch ein Fluid (128) in einer Strˆmungsgrenzschicht (130) eingerichtet ist, wobei der Grundkˆrper (122) entlang seiner Oberfl‰che (124) mindestens eine in die Strˆmungsgrenzschicht (130) hinein vorspringende Stufe (132) aufweist, wobei auf der Oberfl‰che (124) des Grundkˆrpers (122) an einer stufenzugewandten Seite (136) an die Stufe (132) anschlieflend weiterhin mindestens eine ÷ffnung (138) zum Absaugen eines Teils (140) des Fluids (128) vorgesehen ist, wobei auf der Oberfl‰che (124) des Grundkˆrpers (122) mindestens eine weitere ÷ffnung zum Ausblasen zumindest des Teils (140) des abgesaugten Fluids (128) vorgesehen ist, wobei die Hˆhe der Stufe (132) gegen¸ber der Oberfl‰che (124) des Grundkˆrpers (122) derart eingerichtet ist, dass an der ÷ffnung (138) zum Absaugen des Teils (140) des Fluids (128) ein Druck einstellbar ist, welcher den an der weiteren ÷ffnung herrschenden Druck ¸bersteigt.",2015,B64C   3/14; B64C2230/20; F03D   1/0683; F05B2240/30; Y02E  10/721; B63H   1/28; B64C  21/025; B64C  21/06; F15D   1/10; Y02T  50/166; F15D   1/0055; F15D   1/12; B63H   1/26; B63B   1/32; B64C2003/143; B64C2003/148; F03D   7/022
477510353,KR20150131708,OFFSHORE STURECTURE AND PINION MEMBER,"The present invention relates to an offshore structure. According to an embodiment of the present invention, an offshore structure comprises: an offshore structure body installed for a plurality of legs to vertically penetrate therethrough, and supported on the sea bed by the legs to be raised on a surface of the sea; and a jacking system provided in the offshore structure body to lift the legs, and having a pinion member geared to a rack formed in the legs. The pinion member comprises: a pinion body in which a plurality of sawteeth are formed along a circumferential direction; and a plurality of tip members detachably coupled to a surface of the sawteeth.",2015,Y02E  10/722; Y02E  10/727; F16H  55/12; B63B  35/00; E21B  15/02; B63B  35/44; E02B  17/08; F03D   1/00; F03D  13/40; E02B  17/00; E21B   7/12; F16H  19/04
477514109,KR20150137365,Boat for Offshore Wind Power Electricity Generator Installation,"The present invention relates to a vessel dedicated to install a rear mounting type offshore wind power generator capable of controlling a position of a post, which allows lateral movement without a separate sync device. According to the present invention, the vessel comprises: a hull (10) including a thrust means, and a loading part which generates buoyance capable of supporting the load of a wind power generator and loads the wind power generator; a fixed structure passing groove (20) formed in the symmetrical hull (10) and having an opening part (11) in a front part; a gantry support (30) including a pair of vertical support parts (31) moved forward and backward along a reference rail (R1) formed on both longitudinal sides, and a horizontal support part (35) having a support rail (R2) laterally to connect the top of the pair of vertical support parts (31); a lower support frame (40) to laterally move along the support rail (R2); a vertical frame (50) integrally or detachably fastened on the lower support frame (40) and upwardly erected by a height of 10 to 70 m; a main lifting/lowering block (60) lifted/lowered along the vertical frame (40); an upper holding part (70) fastened and formed in an upper part of the main lifting/lowering block (60) to support the load of the wind power generator; a lateral moving block (80) to laterally move along a third rail (R3) laterally formed in a lower part of the main lifting/lowering block (50); and a lower holding part (90) installed in the lateral moving block (80) to hold a part lower than a first position.",2015,B63B  27/00; B63B  27/12; B63B  35/00; Y02E  10/727
477539063,KR20150134436,Offshore structure installation vessel,"An offshore structure installation ship is disclosed. According to an embodiment of the present invention, the offshore structure installation ship comprises: a hull; an underwater lifting device installed in a lower portion of the hull and lifted in water while supporting an offshore structure; and an upper lifting device installed in an upper portion of the hull and lifted in an upper portion of the hull while fastened to the offshore structure.",2015,B63B  35/00; B63B  27/00; Y02E  10/727; B63B  17/00
477574533,KR20167032779,FLOATING WIND TURBINE WITH A FLOATING FOUNDATION AND METHOD FOR INSTALLATION OF SUCH A WIND TURBINE,"? ??? ??? ??(20); ??? ??(20)? ?? ???? ???? ??(30); ??(30)? ????, ??(20)? ???? ??(30)? ?? ???? ???? ???? ??? ?? ??(50); ? ??(30) ?? ??? ?? ??(50)? ??(20)? ??? ???? ???? ?? ??? ????(60)? ????, ??(20)? 3?? ??(20a, 20b, 20c, leg)? ??, ? ? ??? ??(20a)? ?? 2?? ??(20b, 20c)?? ??, ??(20a, 20b, 20c)? Y? ???? ?? ???? ??(30)? ??(20a, 20b, 20c)? ???(20d)?? ??(20) ?? ????, ?? ? ??(20a)? ??? ???? ?? ?? ????(60)? ?? ??(30) ?? ??? ?? ??(50)? ???? ??? ???? ??(10)? ?? ???.",2015,F03D   1/0675; F03D  13/22; Y02E  10/727; B63B2001/128; F05B2230/60; B63B   1/12; B63B  21/26; B63B2021/203; B63B2035/446; F05B2240/95; B63B  35/44; F05B2240/93; Y02E  10/721; B63B  21/50; F03D  13/10; Y02P  70/523; B63B   1/125; B63B  21/20; F03D  13/20; F03D  13/25
477602072,CN201620739369U,Offshore wind power generation machine based on high temperature superconducting materia,"The utility model discloses an offshore wind power generation machine based on high temperature superconducting materia, used high temperature superconducting materia are second generation high -temperature superconducting tape, adopt film vacuum deposition technique to make the superconducting layer, and the superconducting layer divides six layers altogether, are copper substrate, ha shi alloy C276 layer, yttrium barium copper oxide layer, nanometer layer, silver layer, 20 microns copper top layer respectively. Wherein the copper substrate adopts copper electroplating process technique, and the electrolytic buffing technology is adopted on ha shi alloy C276 layer, and yttrium barium copper oxide layer adopts the metal organic chemistry chemical vapor deposition method technology, and the oxidation process technique is adopted on the nanometer layer, and the silver layer adopts the sputtering technology technique, and 20 microns copper top layer adopts copper electroplating process technique. The utility model has the advantages of synchronous impedance is low, the noise is low, harmonic content is few, the maintenance is simple, the difficult heat fatigue that produces of excitation winding.",2016,G06F  17/50
477603960,CN201620832561U,Marine wind power foundation structure of combined material and steel pipe combination,"The utility model relates to a marine wind power foundation structure of combined material and steel pipe combination, specially adapted have a marine wind power pile foundation among the marine environment of aggressivity or exposing nature, including being used for vertically imbedding the planar steel -pipe pile of sea bed, the outer surface coating of steel -pipe pile has a combined material layer, and the upper end of steel -pipe pile is provided with and is used for the end plate of being connected that is connected with adjacent steel -pipe pile. This foundation structure is simple structure not only, and corrosion resistance is strong, little with the steel volume moreover.",2016,E02D  27/44; E02D   5/36; E02D  27/52
477608952,CN201620961497U,Resistance to plucking tubular pile and piling equipment,"The utility model relates to a resistance to plucking tubular pile and piling equipment, wherein, the resistance to plucking tubular pile is provided with the spire including stake body, the surface of stake body to make the stake body pierce in the soil. The utility model provides a resistance to plucking tubular pile, the surface of stake body is provided with the spire, so that the stake body can pierce in the soil, setting up of spire makes the stake body pierce in the soil, make the stake body change the formula of piercing into by the hammering formula, make it also can use at the hard formation, the application scope of product has been improved, and simultaneously, the spire makes a stake body pierce and produces great friction side resistance behind the soil, the withdrawal resistance of product has been increased substantially, compare the scheme of dark stake of beating of prior art and clump of piles increases friction lateral resistance, the pile cost is greatly reduced, be favorable to the implementation of pile foundation, make the cost greatly reduced of offshore wind power generation or oil exploration.",2016,E02D   7/22; E02D   5/30; E02D   5/56
477613271,CN201620994011U,Professional equipment is maintained in marine wind power hoist and mount,"The utility model provides a pair of professional equipment is maintained in marine wind power hoist and mount, including hoist and mount service equipment, still include the small -size transportation motor vessel that transports hoist and mount service equipment tower section of thick bamboo department, install support frame and hoist mechanism system on the small -size transport ship, still install the hoisting frame that transports hoist and mount service equipment on the support frame, the hoisting frame promotes and descends along the support frame through the hoist mechanism system, the hoisting frame side is articulated will hoist the track that service equipment sent tower section of thick bamboo spud pile upper surface to, set up the fixing device who fixes track and hoisting frame at same horizontal plane on the track. The utility model discloses after will safeguarding that professional equipment transports the position of a tower section of thick bamboo through small -size transport ship to the hoist and mount that a tower section of thick bamboo hoisted the maintenance, will hoist and safeguard that professional equipment transports and hoist the maintenance on the tower section of thick bamboo, the can be safely convenient hoists the maintenance to the big parts of offshore wind turbines.",2016,B66C  23/06; F03D  13/00; B66C  23/52; Y02E  10/72
477624343,CN201580042030,Structure with rigid winglet adapted to traverse a fluid environment,"A structure adapted to traverse a fluid environment includes an elongate body having a root, a wingtip, a leading edge and a trailing edge; and a rigid winglet associated with the wingtip and having a winglet body extending substantially normal to one of a suction side and a pressure side of the elongate body to a termination point that is rearward of the trailing edge. In an embodiment, the structure is a rotor blade that may be incorporated into a wind turbine.",2015,B63H   1/28; F03D   3/061; B64C  23/072; F01D   5/147; F15D   1/0025; B64C  11/14; F03D   1/0675; F03D   3/00; F03D   3/06; F05B2240/221; F05B2250/25; F05B2260/30; F03D   1/0633; F03D   7/0236; F03D  15/10; B64C  23/06; F03D   1/0666; F03D   9/00; F05B2240/30; F05B2260/96; Y02T  50/164; F03B   3/04; F03D   1/06; F05B2250/16; Y02E  10/721; B64C  11/18
477668639,UAA201507441,NULL,"????????? ? ????????????? ??? ???????????? ???????????? ?????? ?????? ??????? ?????? ?????, ???????? ????????????? ?????????, ??? ????????? ? ?????? ???????? ?? ??????? ?????? ???????, ???????????, ??????????? ?? ????????? ????? ?????????????? ????, ???? ??????????? ???'???? ??????????? ? ??????? ???????, ?? ??? ????????? ????????? ?? ???????? ??????????. ?????? ????? ???????? ? ??????? ???????, ??????? ????? ??????? ????? ????????????? ????????, ???????? ??????????? ?????? ?????????, ????????? ? ??????? ??????? ????, ??????????? ? ?????? ????? ???????. ????????????? ??? ??????????? ?? ????????????? ???????? ?? ????????? ???? ??????-????????????? ??????, ???? ? ???? ???????????? ?? ?????? ?? ???????, ? ?????? ???????? ??? ????????? ?? ????????? ??????, ??????? ??????????? ?? ????????????? ????????, ?? ???????????? ??? ??????? ??????????????. ??????? ????? ????????? ? ??????? ???????? ??????, ?? ??????? ???? ???????????? ????????, ???'?????? ? ????????????? ????? ?? ????????? ???????, ?? ????????? ?????? ??????? ????? ?????????? ??????? ????????? ???????????? ??????? ??????? ??????????? ?????, ???????????? ? ??????? ? ???, ??????????? ??????? ????????? ???????? ??????.",2015,F03D   9/20; Y02E  10/223; Y02W  10/15; F03D  13/25; C02F   7/00; E02B  15/00; Y02E  10/727; F03B   7/00; F03D   9/34
477679834,CN201610956248,Multilayer tuned liquid damper,"The invention provides a multilayer tuned liquid damper which is composed of damper chamber units, liquid, blades and connecting nodes. The damper chamber unit has an annular structure. The liquid is injected into the chamber. A plurality of blades are fixed in the chamber. The upper end of each blade is hinged with top of the damper chamber unit, and the lower end is connected with the damper chamber unit through the connecting node. A plurality of damper chamber units are stacked together in a vertical direction, thereby forming an integral member, wherein the integral member is placed on top of an offshore wind turbine spar-type floating foundation. Under the function of factors such as sea surface wave, a pitching angle is reduced through shake of the liquid in each damper chamber unit, thereby realizing a purpose of energy dissipation.",2016,E04H2009/026; E04B   1/98; E01D  19/00; E04H   9/02; E04H   9/021
477758591,ES20120720580T,"Sistema para la conversiÛn de energÌa eÛlica en energÌa elÈctrica a travÈs del vuelo de perfiles de ala de potencia amarrados a tierra mediante cables de longitud fija, sin fases pasivas y con adaptaciÛn autom·tica a las condiciones de viento","Un mÈtodo para convertir energÌa eÛlica en energÌa elÈctrica o mec·nica a travÈs del vuelo de al menos un perfil de ala de potencia, amarrado a travÈs de al menos un cable a una unidad de tierra, movido por dicho perfil de ala de potencia a lo largo de una trayectoria de desplazamiento alternativo para accionar medios generadores, entre el que dicha trayectoria de desplazamiento alternativo es orientable para fijarse en una direcciÛn sustancialmente ortogonal a la direcciÛn del viento, caracterizado porque dicha trayectoria de desplazamiento alternativo es curvada.",2012,F05B2240/311; F05B2240/95; Y02E  10/727; F03D   9/25; F05B2240/941; Y02E  10/721; F03D   5/02; F05B2240/93; F03D  13/20; Y02E  10/70; Y02E  10/725; F05B2240/94
477799517,EP20170168164,METHOD OF INSTALLATION OF AN OFFSHORE WIND POWER PLANT,A method of constructing an offshore wind power plant comprising: Installing a plurality of offshore foundations in an array; providing containerised switchgear on each of the respective foundations; and connecting the containerised switchgear on the respective foundations to the containerised switchgear on another foundation in the array via electric cables prior to erecting wind turbines on the respective foundations.,2013,Y10T 307/724; F03D  13/25; F03D  80/82; F03D  13/10; F03D  80/80; H02J   3/38; F05B2240/95; F03D   9/257; F05B2240/142; Y10T  29/49009; F03D  13/22; Y02E  10/722; Y02E  10/727
477828020,CN201510681124,Seawater pumped storage wind power combination control method for multi-target optimized control,"The invention discloses a seawater pumped storage wind power combination control method for multi-target optimized control. The control method aims to solve the problem of unbalanced electrical network power caused by excessive power fluctuation of offshore wind power output, so as to reduce fluctuation of offshore wind power by performing combined regulation on seawater pumped storage output and offshore wind power output. The combined control method disclosed by the invention can bring functions of seawater pumped storage into full play, on the one hand, the running cost of seawater pumped storage and wind power can be optimized, and on the other hand, the economical efficiency, the wind power permeability, the wind curtailment rate, and the load rejection rate are subjected to multi-target comprehensive optimization. The multi-target optimized control provided by the invention effectively solves the problems of the fluctuation of offshore wind power output power and the economical efficiency of a seawater pumped storage power station.",2015,Y02E  10/763; Y02E  40/72; Y04S  10/123; H02J  13/00; H02J   3/38
477846886,CN201620232908U,Marine wind power single pile basis scour prevention's construction equipment,"The utility model provides a marine wind power single pile basis scour prevention's construction equipment. This construction equipment includes: arrange the ship, geotechnological sack has been laid to its on -board, get the sand ship, it is right to be used for fill sand to geotechnological sack, arrange marinely in being equipped with sand geotechnique's sack sinks to put to be arranged to make the breach portion and the basis contact cooperation of marine wind power single pile of geotechnological sack. This construction equipment has left out among the prior art and have been carried out the process and the relevant equipment that hoist to sand, and the efficiency of construction obtains improving, and engineering cost can reduce.",2016,E02D  15/08; E02D  31/06
477868963,CN201621034993U,Components of a whole that can function independently overlap joint formula grout sealing washer,"The utility model provides a components of a whole that can function independently overlap joint formula grout sealing washer belongs to sealed facility field, and the sealing washer is used for connecting marine wind turbine foundation structure and steel -pipe pile, including the annular primary seal body, the primary seal body is including end to end's a plurality of seals, adjacent two between the inferior seal fixed may dismantle continuous, each inferior seal is all including being used for the connection the first connecting portion of marine wind turbine foundation structure and be used for connecting the second connecting portion of steel -pipe pile. Components of a whole that can function independently overlap joint formula grout sealing washer put into production with man -hour each structure alone processing form, processing is accomplished the convenient transportation in back and is stored, can reduce manpower and materials, reduction construction cost has promoted the precision.",2016,E02D  27/42; E02D  27/12
477881626,CN201621134006U,Cooling system and offshore wind power generation unit of offshore wind power generation unit,"The utility model provides a cooling system and offshore wind power generation unit of offshore wind power generation unit. The cooling system of this offshore wind power generation unit includes: coolant advances the pipe, and coolant advances pipe and the interior cooling tube access connection of the heating element, is provided with delivery pump and first control valve on coolant advances to manage, the coolant exit tube, the coolant exit tube is connected with the interior heat pipe export of the heating element, is provided with the second control valve on the coolant exit tube. This cooling system adopts the sea water as coolant, cooling convenient and fast.",2016,F03D  80/60; Y02E  10/722
477884516,CN201621175235U,Offshore oil field's wind energy type fire smoke alarm device,"The utility model discloses an offshore oil field's wind energy type fire smoke alarm device, including shell, flabellum, miniature wind power generation machine, battery, dc -to -ac converter, control mainboard, wireless connection device, warning light and smoke sensor, the fixed frame that is provided with in shell upper end, be provided with the fixed beam in the fan frame, be provided with the pivot in the fixed beam, the pivot is provided with the master gear, the master gear lower extreme is provided with drive gear, the welding of drive gear lower extreme is provided with the transmission shaft, the miniature wind power generation machine that is provided with is connected to the transmission shaft lower extreme, the upper end of shell bottom is provided with the control mainboard, shell right side wall inboard is located the fixed plate below and is provided with wireless connection device, shell left side wall middle part is provided with the warning light, the connection of shell lower extreme is provided with the ventilation drain pan, it is provided with smoke sensor to be located the connection of shell lower extreme in the ventilation drain pan. The utility model discloses make full use of the wind -force resource of marine abundance, adopt simultaneously the drain pan that ventilates to be convenient for smoke sensor and gather empty gas sample article.",2016,G08B  17/10; Y02E  10/72; Y02P  90/50; F03D   9/11
477962025,KR20160182997,CONSTRUCTION METHOD FOR MARINE WIND GENERATOR USING EXCLUSIVE BARGE SHIP,"The present invention relates to a marine construction method of a wind generator using an exclusive barge. A wind generator to be constructed on the sea can be rapidly and safely installed as compared with the existing method to improve constructability and economic efficiency. The marine construction method according to the present invention comprises: a jacket-integral wind generator assembly step of fixing a wind generator to the upper end of an offshore jacket which is a marine structure in a dock of a land distribution place to be assembled to a jacket-integral wind generator; an exclusive barge docking step of docking an exclusive barge having an opening portion equal to or larger than a plane size of the offshore jacket, to the dock; a wind generator loading lashing step of loading and the jacket-integral wind generator from the dock to the exclusive barge and lashing the jacket-integral wind generator; a balancing step of balancing the center of gravity and weight of the exclusive barge on which the wind generator is loaded; a transport step of transporting the exclusive barge on which the wind generator is lashed, to an installation sea area; an exclusive barge fixing step of anchoring and fixing the exclusive barge to the installation sea area; a lowering step of releasing the lashing of the wind generator lashed on the exclusive barge, and lowering the offshore jacket of the wind generator to the seabed of the installation sea area through the opening portion of the exclusive barge; and a jacket fixing step of fixing the lowered offshore jacket of the wind generator to the seabed.",2016,B63B  35/00; F03D  13/10; B63B  35/30; B63B  27/16; F03D  13/25; F03D   1/00; Y02E  10/727; B66C  23/18
477964259,DE20162008137U,Hybrid-Windkraft-Offshore-Anlage,"Geschlossener Ringwall um die Windkraftanlage Dadurch gekennzeichnet, dass ein Ringwall (30), z. B. ein Betonring oder Spundw‰nde mindestens eine Windkraftanlage, z. B. eine Hybridwindkraftanlage wasserdicht umschlieflen. Der Ringwall (30) ist gegen den Wasserdruck mit Abst¸tzungen versehen und im Boden durch Anker (31) gegen den Auftrieb gesichert. Das Speichervolumen ergibt Umfang und Tiefe des Ringwalls (30). Dieser kann z. B. einteilig im Boden eingelassen sein. Denkbar ist auch eine Anordnung von abgest¸tzten eingerammten Spundw‰nden im Boden. Diese haben dann die Funktion eines Wasserspeichers (Energiespeicher). Der Ringwall (30) Boden kann z. B. auch die Pumpe/Turbine (Francis) aufnehmen oder beinhalten. Der Zu/Abfluss der Pumpe/Turbine kann auch z. B. auflerhalb, unterhalb des Ringwalls (30) verlaufen. Das Ventil (28) sitzt dann direkt unterhalb der Pumpe/Turbine.",2016,F03D   7/00; Y02E  10/72; F03D   9/14; Y02P  80/158; F03D   9/28; Y02E  60/17
477971070,CN201710062948,Turbine blade and turbine composed of same,"The invention provides a turbine blade and a turbine composed of the same. A first blade curved surface and a second blade curved surface or a third blade curved surface are formed by virtue of smooth and non-inflection-point concave curved lines which are coplanar and do not intersect with a rotary shaft. The turbine blade structures of a single-blade curved surface, a multi-blade curved surface, a multi-stage-connected single-blade curved surface, a multi-stage-connected multi-blade curved surface, a multi-stage-connected composite-blade curved surface and the like are formed through combining the abovementioned blade curved surfaces. The turbine provided by the invention is driven by virtue of a vortex artificially formed in a fluid. According to the turbine blade and the turbine which are provided by the invention, the concept of a second-order curved surface is put forward, and the turbine and a turbine group are composed of the turbine blade formed by virtue of second-order blade curved surfaces; and a vortex field is manufactured through the coupling of a vortex flow field, that is, the rotational motion of the blade in the fluid, a Coriolis force is generated in the flow field and the blade is pushed to accelerate rotation through a boundary layer effect, and positive feedback is formed between the vortex and the blade, thus a high energy conversion rate is achieved. The heat efficiency can be additionally increased if the blade is used in the turbine group of a gas turbine engine.",2017,F01D   5/02; F03D   3/062; F04D  29/185; F04D  29/26; F03D   3/06; Y02P  70/523; F03B   3/121; F03D   3/061; F04D  29/18; Y02E  10/74; F01D   5/141; Y02E  10/223; B63H   1/26; B64C  11/20; F01D   5/14; F03B   3/12
478013205,KR20150006487U,WIND-WALL AND MARINE STRUCTURE INCLUDING THE SAME,"? ??? ??? ? ?? ??? ?????? ?? ????, ? ??? ?? ????, ???? ?? ???? ?1 ??? ???, ???? ?? ???? ?2 ??? ??? ?????, ???? ???? ???? ???? ?? ?? ?? ??? ??; ???? ?? ?? ??? ??? ?? ?? ??? ????; ? ???? ?? ?? ??? ??? ????? ????, ?? ??? ?? ?? ??? ??? ?? ?1 ??? ??? ?? ??? ?? ?? ??? ??? ?2 ??? ??? ???? ????? ??????? ???? ?? ???? ??.",2015,B63B  17/00; B63B  35/44; Y02E  10/727; E04B   1/92; E21B  15/00; B63B  27/04
478047415,TW20165113765,Method and device for fixed offshore facilities,"A method for fixed offshore facilities applies for fixing a offshore facility in waters, which comprises a water surface and a ground beneath the water surface. The method comprises (A) providing a fixture, which comprises a guide base, and a carrier, which separately installs on the guide base. The guide base comprises plurality of longitudinally extending guide members upwardly. The carrier applies for fixing a offshore facility and can slide longitudinally along these guide members. (B) The offshore facility is fixed on a top of the carrier and move to the waters. (C) Let the guide base is separated from the carrier and settled to the ground. And (D) Let the carrier along these guide mebers to the water surface and bind to the guide seat and let the facility fixed to the ground.",2016,F03D  13/00; Y02E  10/72
478108685,CN201621199596U,Ship collision device is prevented to marine wind energy conversion system of trompil spherical shell type,"Ship collision device is prevented to marine wind energy conversion system of trompil spherical shell type prevents ship collision device integrated configuration including marine wind energy conversion system structure and spherical shell type, the spherical shell type prevents that ship collision device integrated configuration includes the spherical shell type thin -walled steel plate structure of suit at the waterline position on single pile basis to and fix the soft rubber dottle pin structure and annular support steel plate structure in spherical shell type thin -walled steel plate structure, the inslot that the annular supported steel plate structure is arranged in to the front end of soft rubber dottle pin structure. The beneficial effects are that: the trompil of spherical shell type thin -walled steel plate structure design can be in order effectively to reduce wave load, utilizes self plastic deformation dissipation ship collision energy of steel sheet better, soft rubber dottle pin structure effectively reduces the ship collision power of transmitting lifting hook of tower crane, and soft rubber dottle pin structure produces rotary motion when the collision takes place, and the skew wind energy conversion system major structure of guide boats and ships reduces collision damage, the device structural design is reasonable, the construction is convenient, do not influence former wind energy conversion system structural design.",2016,F03D  80/00; Y02E  10/722
478166069,AU20150339391,Connection system for array cables of disconnectable offshore energy devices,"A floating connector of an offshore energy device and a method for connecting the floating connector is provided. The floating connector includes a buoy having a long spar like floater, where the buoy provides buoyancy to the floating connector. The floating connector further includes at least two cables for connecting to the offshore energy device. The floating connector also includes a joint box for coupling to the offshore energy device and for providing an electrical connection of the at least two cables to a switchgear of the offshore energy device. When the joint box is coupled to the offshore energy device, an electrical circuit with the at least two cables is completed through the offshore energy device via the switchgear.",2015,B63B  35/44; F05B2240/93; B63B  22/18; B63B2035/4433; B63B2035/446; B63B2039/067; Y02E  10/725; B63B  22/00; B63B   1/107; F03D   9/257; B63B  22/04; F03D  13/25
478177938,CN201611072916,Semi-fixed offshore wind turbine foundation,"The invention discloses a semi-fixed offshore wind turbine foundation. The semi-fixed offshore wind turbine foundation comprises a wind turbine, a tower drum, a floating drum, tensioning lines and a bottom semi-fixed foundation, wherein the wind turbine and the upper end of a sleeve are vertically arranged, the lower end of the sleeve and the upper end of the floating drum are vertically arranged, the tower drum and the floating drum are arranged on a straight line, the lower end of the floating drum and the bottom semi-fixed foundation are vertically arranged, one end of each of the plurality of tensioning lines is connected with the top of the floating drum, and the other ends of the plurality of tensioning lines are in uniform distribution connection with a seabed respectively by using the floating drum as the center. According to the semi-fixed offshore wind turbine foundation, the moving amplitude of the whole machine can be effectively reduced, so that the problems of difficulty in construction, high cost, instability and the like of a fixed foundation which is adopted in a transitional sea area are solved.",2016,E02D  27/42
478184533,US201314434112,Vessel for transporting and installing a floating platform and method for transporting and installing a floating platform using said vessel,"The invention allows setting up floating platforms comprising an elongated central body (1) from the lower portion of which legs (2) come out intended to fix the platform to anchoring elements arranged in the sea bed (5). The vessel comprises: a) a longitudinal through groove (4) up to the vessel bottom, and leaving part of the vessel bow (5) open; and b) a plurality of slots (6, 7) placed at the bottom of the vessel, wherein the groove (4) and the slots (6, 7) are configured both in dimension and in shape in such a way that they fit in at least some of the legs (2), so that the legs (2) can be inserted, at least partially, in the slots (6, 7) to attach the platform to the vessel.",2013,B63B  21/50; B63B  35/00; B63B  35/003; B63B2035/446; E02B  17/02; B63B   1/04; B63B2001/044; F03D  13/25; Y02E  10/727; B63B   1/042; B63B  35/28; E02B  17/027; E02B2017/0065; F03D  13/20; F03D  13/40; B63B   1/00; F05B2240/95; E02B  17/00; E02B2017/0039; B63B  35/44; E02B2017/0047; E02B2017/0091; B63B2021/505; F05B2240/93
478305683,CN201621046670U,Marine booster station suitable for float installation of support method,"The utility model relates to a marine booster station suitable for float installation of support method. The utility model aims at providing a simple structure, safe and reliable, construction convenience, save the marine booster station suitable for float installation of support method of engineering volume. The utility model provides a: a marine booster station suitable for float installation of support method, includes the booster station main part, the booster station main part has 1~3 layer of mechanical floor to and 1 level in the top layer of mechanical floor top, its characterized in that: booster station main part lower extreme is fixed with a plurality of construction time stands and a plurality of operation period stand, and wherein the construction time stand arranges evenly that the operation period stand is evenly arranged in booster station main part both ends position in booster station main part middle part position. The utility model is suitable for an offshore wind power generation field.",2016,E02B  17/00; E04H   5/04
478321324,CN201621193468U,But towage's truss marine wind turbine foundation structure of gravity type combination,"The utility model provides a but towage's truss marine wind turbine foundation structure of gravity type combination, but including the gravity type foundation and truss -like fan bearing structure who has cavity towage, gravity type foundation includes the pre -buried concrete pier platform and the concrete cavity body that has the butt joint steel pipe, truss -like fan bearing structure with pre -buried butt joint steel pipe passes through grouting material and connects, the utility model discloses can be applied to 20~50m depth of water, and the ground is the hard sand or the offshore wind farm of rock, have be suitable for more deep water dark, support more that large capacity fan, the wave force that receives reduce, need not pile, have the pile noise, practice thrift steel, installation and advantages such as the transportation is simple and convenient, reduction construction cost.",2016,E02D  27/42
478330095,PT20130705382T,METHOD OF INSTALLING A FOUNDATION IN THE SEA BED AND SUCH FOUNDATION,NULL,2013,E02B2017/0078; F03D  13/22; E02D  23/00; B63B  21/27; E02D  27/50; E02D  29/06; E02D  27/525; F05B2240/95; E02D  27/32; E02D  27/52; E02D  27/22; Y02E  10/727; E02D  27/10; B63B2021/267; E02D  27/42
478337930,PT20100717729T,EXTRACTING WAVE ENERGY IN A WIND TURBINE INSTALLATION,NULL,2010,F03D   7/04; F05B2240/93; F03D   7/02; F03D   7/0272; F03D  13/25; F03D   7/0276; F03D   7/042; Y02E  10/727; Y02E  10/723; B63B  39/062; Y02E  10/38
478337938,PT20040721840T,WIND ENERGY PLANT,NULL,2004,A01K  61/70; F03D  80/30; F05B2240/912; F05B2240/95; Y02A  40/83; Y02E  10/727; F03D  80/00; F03D  13/25; Y02P  60/64; F03D  11/00; Y10S 415/905
478395298,PT20120850438T,A WIND POWER PLANT FOR CONVERTING WIND ENERGY TO ELECTRICAL ENERGY AT SEA,NULL,2012,F03D  80/00; Y02E  10/727; F03D  13/22; F03D  13/25; F03D   1/02; F05B2240/95; F05B2240/97; B63B  35/44; F05B2240/40; F05B2240/93; F03D  13/10
478438135,DK20100714605T,OFFSHORE-TRANSFORMATORSTATION MED UDSKIFTELIG TRANSFORMATORANORDNING,NULL,2010,E02B  17/0034; E02B2017/0082; E02B2017/0091; F03D   1/00; H02B   5/00; E02B  17/00
478438648,DK20120891105T,"Styreindretning, fremgangsmÂde og program samt flydende, vinddrevet og str¯mgenererende indretning, der er udstyret dermed",NULL,2012,F03D   7/0204; Y02E  10/727; F03D  80/00; F03D   9/00; F03D  13/25; Y02E  10/723; Y02E  10/725; F03D   7/02; F03D   9/25; B63B2035/446; F03D   7/0224; F03D  17/00; F03D   7/04; F05B2240/93
478560422,CN201621095989U,A flexible shaft structure for marine wind power gear box,"A flexible shaft structure for marine wind power gear box, it mainly comprises flexibility round pin, circlip, flexible guide, planet carrier, planetary gear, bearing, lock nut, planet axle, its characterized in that flexible guide to pack the planet carrier into downthehole, flexible round pin is installed in a planet axle, installs the planetary gear that can mesh with sun gear and ring gear through the bearing in that the planet is epaxial, flexible round pin is fixed in flexible guide and is constituteed a cantilever structure with circlip, flexible guide be connected with the planet carrier interference to through warping in the flexible overload of selling of contact restriction that face of cylinder A located with the planet axle, the epaxial lock nut that disposes of planet, just lock nut fixes the bearing the planet is epaxial, the utility model has the characteristics of can carry high tooth roller box power density, increase the gear box life -span, satisfy that marine wind power gearbox casing is long -pending little, light in weight, reliability be high.",2016,F16H  57/08
478605321,US201515323474,Apparatus for providing access to equipment or structures that require maintenance,"The present invention relates to an apparatus for providing access to equipment or structures that require maintenance. More particularly, the present invention is suitable to provide access to equipment or structures located offshore, such as wind turbines or structures for oil and gas production. The apparatus comprises a deck, an apparatus structure for supporting the deck, a platform and a platform support mechanism. The platform is movable with respect to the deck from a stowed position to an extended position. In the extended position the platform forms an extension to the deck. The platform support mechanism comprises at least one cable and at least one compression post. The/each cable has a cable first end attached to the platform at or adjacent to a platform leading edge and a cable second end attached to the platform at or adjacent to a platform trailing edge. The/each compression post supports the cable between the cable first end and the cable second end and is adapted to maintain a substantially constant tension in one of said cables as the platform moves from the stowed position to the extended position.",2015,B63B  81/00; E02B  17/02; E02B2017/0091; E21B  15/003; E21B  15/02; Y02P  70/523; B66F  11/04; F03D  80/50; B63B  71/00; E02B  17/0034; E21B  15/00; B63B   9/00; B63B2027/141; E02B2017/0056; B66C  23/52; E02B  17/00; E02B  17/021
478736786,ES20130159219T,"Herramienta para el montaje de las palas del rotor en un buje del rotor, dispositivo de construcciÛn marino y procedimiento de ensamblaje de un generador eÛlico","Una herramienta (2) para el montaje de palas (4) del rotor en un buje (6) del rotor de un generador eÛlico, comprendiendo la herramienta una primera parte (8) y una segunda parte (10), en donde la primera parte (8) est· configurada para ser montada en un plano (12) de la base de un dispositivo de montaje y la segunda parte (10) est· configurada para recibir una brida (14) del ·rbol del buje (6) del rotor, en donde la brida (14) del ·rbol del buje (6) del rotor est· configurada para ser montada en un ·rbol del tren de accionamiento del generador eÛlico, y en donde la segunda parte (10) puede girar con respecto a la primera parte (8) en donde la herramienta se caracteriza por una tercera parte (50), que est· dispuesta entre la primera parte (8) y la segunda parte (10), en donde la tercera parte (50) est· configurada para inclinar un plano de rotaciÛn de la segunda parte (10) con respecto a la primera parte (8).",2013,F03D  13/10; Y02E  10/721; F05B2230/61; F05B2240/95; Y02P  70/523; F03D   1/06; F05B2230/60; Y02E  10/727; F03D   1/00; F03D   1/0658; F05B2230/6102
478757897,AU20170100439,Floating air cushion module,"INVENTION DISCLOSURE FORM FLOATING AIR CUSHION MODULE The invention is for square or rectangular modules of any size floating on the cushion of air trapped in the module by vertical walls that extend far enough beneath the water surface so that no air can escape due to passing waves. The modules can be made from a wide variety of materials including reinforced concrete, steel, aluminium, carbon fibre, plastic, wood or any combination of these. Modules can be joined to make floating platforms of various sizes from small pontoons for domestic and entertainment uses, to very large floating structures (VLFS). Air cushion module 4 Air cushion )p Figure 5 Figure 5: Elevation of the modular air cushion floating platform on the ocean with air trapped above the water. Hoks for post-tansionir cables in air cushion niodule walls. Figure 6 Figure 6: Perspective view of the modular air cushion floating platform from above showing holes for post-tensioning cables. The post-tensioning cables are threaded through the holes provided, then tensioned using recognised techniques, after which the holes are then sealed using recognised techniques to maintain the airtight integrity of each air cushion module. If a module is used as a single modular air cushion floating platform, there is no need for post-tensioning holes.",2017,Y02B  10/30; B63B   5/00; Y02E  10/727; B63B  35/73; B63B  35/58
478820170,KR20150163155,APPARATUS FOR GENERATING ELECTRICITY,"Provided is a power generation apparatus which is able to generate electricity by using a wave. To achieve this purpose, according to an embodiment of the present invention, the power generation apparatus comprises: a first float on which a support frame is installed to protrude upwards; a driving frame whose one end is rotatably combined with the support frame and whose the other end is combined with a second float; a rotary body on which a belt, whose one end is combined with the driving frame, is wound, to rotate as the belt is released in accordance with the vertical displacement difference between the first float and the second float by the wave height; a cam which is installed on the rotary body; a driving shaft which is rotatably installed on the first float, and allows a driving gear placed to engage with the cam to be installed on the outer circumferential surface thereof so as to rotate by the cam when the rotary body rotates; a driving unit which comprises a weight connected to the rotary body and rotating the rotary body by its own weight in the direction the belt is wound in; and a power generation unit which is driven by using the rotation force of the driving shaft.",2015,F03B  11/00; F03D   3/00; Y02E  10/38; F16H  19/06; Y02E  10/226; F03B  13/18; F03D   9/00; F03G   3/02; Y02E  10/74
478838633,KR20160147283,Multi rotor system of the variable angle control structure,"The present invention provides a multi-wind power generation device of a variable angle control structure, enabling a cylinder to be installed on a rear side of a frame to control a frame installation angle of a wind power generation device where a plurality of turbines are installed. Moreover, a wind collection guide is installed in a boundary section between the turbines to induce wind to be gathered to each turbine through a concentrator in order to generate high power at the low wind speed.",2016,F03D   1/02; F03D   3/04; F03D   7/02; F03D  13/25; B63B2209/20; F03D  80/50; B63B  35/28; F03D   1/04; B63B  35/44; F03D   3/02; Y02E  10/70; B63B2035/446; F03D   3/00; Y02E  10/74; F03D   3/002; F03D   7/0204; Y02E  10/727
478839554,KR20177009594,#NAME?,"? ???, ?? ?? ?(115)? ?? ???? ? ?? ??(102, 103)? ???? ?? ??? (105)? ???? ?? ?? ?? ???? ?? ???. ?? ?? ?? (111)? ?? ??? ???? ??? ??? ??? ?? ?? ?? ?? ??(102) ?? ??? ??. ?? ????(101)? ??(111) ?? ???? ??(125)? ??? ?? ??. ??? ???? ??? ? ?? ?? ??? ??? ????? ????? ??(111)? ??? ?? ??-?? ??(102)? ?? ??? ? ??. ?? ???(105)?, ??? ??? 10 ?? ??? ??(111)? ????? ?? ??(102, 103) ??? ?? ???? ? ???? ???? ????. ??-????? ????(107)? ??? ??? ?? ???(105)? ?? ??? ????? ?? ??(102, 103)? ??? ????.",2009,E02B   9/00; Y02E  10/725; B63B  35/44; B63B2039/067; F03D   9/25; F03D   9/257; F03D  13/25; B63B   1/107; E02B  17/04; F05B2240/93; Y02E  10/22; E02B2017/0091; F03D  80/00; E04H2012/006; F03D   7/0204; Y02E  10/727; B63B  39/03; B63B  39/06; F03D  17/00; F05B2240/95; B63B  35/00; B63B2035/446; F03D  13/10
478915953,ES20130001038T,MÈtodos y sistemas para aliviar cargas en aerogeneradores marinos,"MÈtodo de control de un aerogenerador perteneciente a un parque eÛlico marino que tienen un sistema individual de control del ·ngulo de paso para contrarrestar cargas asimÈtricas basado en un sistema de mediciÛn de cargas, caracterizado porque comprende el paso de usar, en caso de mal funcionamiento del sistema de mediciÛn de cargas, el siguiente vector de ·ngulo de paso para el c·lculo del comando de ·ngulo de paso de cada pala: - el vector de ·ngulo de paso que est· siendo aplicado al mismo tiempo en un aerogenerador del parque eÛlico en el que funciona correctamente el sistema de mediciÛn de cargas o un valor medio de los vectores de ·ngulo de paso que est·n siendo aplicados al mismo tiempo en un grupo de aerogeneradores del parque eÛlico en los que funciona correctamente el sistema de mediciÛn de cargas; - el vector de ·ngulo de paso resultante de una ley de control, obtenida a partir de registros histÛricos del aerogenerador cuando el sistema de mediciÛn de cargas funcionaba correctamente, definiendo el vector de ·ngulo de paso como una funciÛn de, al menos, la velocidad del viento V, si los anteriores vectores de ·ngulo de paso no est·n disponibles.",2013,F03D   7/046; F03D   7/047; F05B2260/845; Y02E  10/723; F03D   7/042; F03D   7/048; F05B2260/966; F05B2260/71; F05B2270/326; F05B2270/1095; F05B2270/329; F03D   7/02; F05B2240/96; F03D   7/0224; F03D   7/04; F03D   7/024; F05B2240/95; F05B2270/32
478964544,DE201510121371,Offshore-Windpark,"Offshore-Windpark (100) mit- einer Mehrzahl von Gr¸ndungselementen (10), die die Ecken einer Mehrzahl von parkettierten Hexagonen ausbildend angeordnet sind, und- einer Mehrzahl von schwimmenden Offshore-Windenergieanlagen (20), wobei jeweils eine schwimmende Offshore-Windenergieanlage (20) innerhalb je eines Hexagons mit den das Hexagon ausbildenden Gr¸ndungselementen (10) verbunden ist,dadurch gekennzeichnet, dassdie schwimmenden Offshore-Windenergieanlagen (20) mit den Gr¸ndungselementen (10) mittels einer Kombination aus Kette und Seil ausgebildeten Verbindungsmitteln (30) verbunden sind,wobei die Verbindungsmittel (30)- mit ihrem Kettenanteil mit den Gr¸ndungselementen (10) und mit ihrem Seilanteil mit der schwimmenden Offshore-Windenergieanlage (20) verbunden sind und- eine L‰nge aufweisen, die ein Driften der Offshore-Windenergieanlagen (20) innerhalb einer Kreisfl‰che mit einem Radius von bis zu 10 % der Hexagon-Umkreisradien um den jeweiligen Hexagon-Mittelpunkt zulassen.",2015,Y02E  10/727; F05B2240/95; B63B  21/50; B63B  35/44; F03D   9/25; E02D  27/52; F03D  13/25; Y02E  10/725; F03D  13/22; F05B2240/93
478973436,CN201621229534U,Marine wind power piling bar is measured and overhaul of equipments platform,"The utility model provides a marine wind power piling bar is measured and overhaul of equipments platform, including the outer platform of steel and the circular inner platform of steel, outer platform is including the annular bottom, by the interior rail of the fixed cylinder of extending up of circle in the annular bottom, by the outer rail of the fixed cylinder of extending up of annular bottom excircle, and circular inner platform lies in rail and detachable and sets up and realize bottom annular, the height that highly is less than outer rail of interior rail, outer rail upper portion on with the circumference evenly the interval be provided with 3 at least hangers. The utility model provides a marine wind power piling bar is measured and overhaul of equipments platform adopts the inside and outside sleeving structure of detachable, can be used for piling bar flange top hang down straightness's the measurement and the maintenance work of hydraulic hammer.",2016,E02D  33/00
478975662,CN201621240253U,Prestressed anchor wind turbine generator system foundation structure,"The utility model discloses a prestressed anchor wind turbine generator system foundation structure, among the prestressed anchor wind turbine generator system foundation structure that the solution had now, the prestressed anchor lower end is very easily direct to be contacted with external environment, causes the prestressed anchor subassembly to be corroded easily, influences the wholeness of foundation structure system and the problem of security. The utility model provides a prestressed anchor wind turbine generator system foundation structure, including cushion cap and prestressed anchor, prestressed anchor runs through the cushion cap from top to bottom, and prestressed anchor lower end downside is support piece respectively, and prestressed anchor lower end downside is bed course and under layer in proper order, under layer forms heavy platform, does in the heavy platform go up the bed course, go up the concrete that the same concrete mark was chooseed for use to bed course and cushion cap, form a whole after pouring, can avoid forming the construction joint, go up the bed course and carry out the insulation blocking to the prestressed anchor lower end to prestressed anchor does not possess the condition that takes place the corruption, and main part structural durability can obtain guaranteeing.",2016,E02D  27/42
478986242,CN201621143396U,Coastal waters soil investigation synthesizes platform with detection,"The utility model provides a coastal waters soil investigation synthesizes platform with detection, relates to the ocean engineering soil investigation field. Cylindrical foundation extends the sea through the changeover portion, and above -water platform is connected to the upper end, normal position crossplate testing equipment, static sounding testing equipment are installed to above -water platform upper portion, mobile penetration test, drilling sampling reconnoitre operation equipment entirely, the empty cabin of no roof is reserved in the inside empty cabin of the no roof of cylindrical division board formation reservation that sets up of bucket foundation, and the top is access to above -water platform. The utility model discloses the negative pressure jet pump is the same with cylindrical foundation's branch storehouse quantity with negative pressure detection test module's quantity, top outlying station negative pressure jet pump and 4 negative pressure detection test module, set up inside gasbag in bucket foundation each minute storehouse for regulation among the sinking process with right. The beneficial effects are that, this platform can use with the marine wind power bucket foundation installation ship cooperation, need not extra towboat and other erection equipments, saves activity duration and cost greatly.",2016,E02B  17/00; E02D  33/00
478999807,NL20172018250,Assembly comprising a first and a second upright section and a fixation,"The present invention relates to an assembly, comprising a first and a second upright section, each upright section comprising a longitudinal axis, and a fixation configured to fix the first and the second upright section, wherein at least one of the first and the second upright section comprises a body that is configured to be engaged by the fixation, and wherein the fixation comprises an abutment and a radially displaceable actuator.",2017,E02B  17/027; E02B2017/0091; E04H  12/08; E02B2017/0065; E04H  12/085; E02B  17/00; F03D  13/25; F05B2230/608; E02B  17/02
479029568,KR20150150960,Wind Turbine Installation Apparatus And Wind Turbine Installation Vessel Comprising The Same,"The present invention discloses an installation device for an offshore wind power generator and an installation ship for an offshore wind power generator including the same. The present invention relates to an installment device for an offshore wind power generator, including: a tower; a generator body provided at the top of the tower; and a plurality of blades rotatably provided to the generator body. More specifically, the present invention includes: a plurality of cases in which the blades are respectively mounted; a case including a plurality of buckets, each of which is mounted and supported; a blade elevator for continuously raising a plurality of buckets to the upper side of the tower; and a plurality of docking units for approaching the case from the buckets to the side of the generator body. Accordingly, the present invention can smoothly perform the assembly and installment work of an offshore wind power generator.",2015,E02B  17/021; E02B2017/0039; F03D   1/00; E02B2017/0091; B65G   1/127; B63B  27/00; B65G   1/04; F03D   1/06; Y02E  10/721; B63B  35/00; E02B2017/0065
479032817,KR20150150751,LEG SUPPORT DEVICE FOR FLOATING STRUCTURE,"Disclosed are a leg support device for a floating structure, and a leg support method. According to an embodiment of the present invention, the leg support device for a floating structure comprises: a support structure lifted along a leg installed in a floating structure and provided to be supported by the ground surface; a lifting unit lifting the support structure along the leg; a recess sensing unit sensing whether or not the leg is recessed when the leg is inserted into the ground; and a restraint unit fastening the leg and the support structure based on sensing information of the recess sensing unit.",2015,Y02E  10/727; B63B  35/00; E02B  17/00; B63B  35/44; E02B  17/08
479046418,PT20130745339T,FLOATING WIND TURBINE SAFETY SYSTEM,NULL,2013,B63B  39/00; B63B2035/446; F03D   7/042; Y02E  10/725; B63B  39/03; F03D   7/02; F03D  13/25; Y02E  10/727; F03D   9/257; F05B2240/93; Y02E  10/723
479046759,PT20120720580T,"SYSTEM FOR CONVERTING WIND ENERGY INTO ELECTRICAL ENERGY THROUGH THE FLIGHT OF POWER WING PROFILES TETHERED TO THE GROUND BY CABLES OF A FIXED LENGTH, WITHOUT PASSIVE PHASES, AND WITH AUTOMATIC ADAPTATION TO WIND CONDITIONS",NULL,2012,F05B2240/93; Y02E  10/70; Y02E  10/725; F05B2240/94; F05B2240/311; F05B2240/95; F03D   5/02; Y02E  10/721; F03D   9/25; F05B2240/941; F03D  13/20; Y02E  10/727
479066001,CN201621273269U,Ocean power generation device,"The utility model relates to an ocean power generation device, can power generation facility with the trend that sets up below the sea level including wind power generation set, wind power generation set with the trend can be connected by power generation facility, the trend can include turbine and rigid support frame by power generation facility, the turbine includes the impeller that horizontal rotary drum moved, the rigid support frame is including first support frame and vertical axis, be equipped with the filter on the first support frame, first support frame with the vertical axis is connected perpendicularly, be equipped with the through -hole on the impeller, the impeller passes through the through-hole is installed on the vertical axis. The utility model discloses an impeller top is equipped with the filter, can reduce the influence that the wave rotates the in -process to the impeller, the impeller passes through the through -hole is installed on the vertical axis, the trend can drive the impeller horizontal direction and rotate, has increased trend ability power generation facility's the power that the impeller received has improved energy transformation ratio.",2016,F03D   9/25; Y02E  10/28; F03B  13/26; F03D  13/25; Y02E  10/727
479073997,CN201621222195U,Machine head positioning device of wind driven generator,"The utility model discloses a wind power generation technical field's a machine head positioning device of wind driven generator, , which comprises a hea, the bottom of aircraft nose is provided with the recess, the inner chamber of recess is provided with the pole setting, the outer wall of pole setting has cup jointed the floating bearing, gyration bearing position in the inner chamber of recess, the bottom of floating bearing is provided with two sets of electromagnetic tablet, electromagnetic tablet's bottom evenly is provided with the locating piece, the outer wall of pole setting cup joints flexible, the outer wall bottom of pole setting is provided with the spout, the sheetmetal has been cup jointed to the bottom of pole setting, the outer wall of sheetmetal be provided with with spout assorted slider, the top of sheetmetal evenly is provided with constant head tank, simple structure, reliable operation, convenient operation for motor head can the automatic tracking wind direction, and fixed lock is died the floating bearing and in the down stable work of this wind direction, can not made the required wind direction of motor head bias under the action of the wind rapidly.",2016,F03D   7/02; Y02E  10/723
479219475,FR20170053098,FLOTTEUR HYBRIDE D'EOLIENNE OFFSHORE,"Ce flotteur hybride notamment d'Èolienne offshore (1), comportant au moins quatre colonnes (5), dont une colonne centrale et trois colonnes extÈrieures (5) raccordÈes ‡ la colonne centrale par des branches (8) en forme de ponton en bÈton, est caractÈrisÈ en ce qu'il comporte, associÈe ‡ chaque branche en forme de ponton, une couronne d'ÈlÈments en saillie de tirants (9) de fixation de la colonne correspondante.",2017,B63B  35/44; B63B2035/446; F05B2240/93; F03D  13/25; Y02E  10/727
479219483,FR20170053158,"FLOTTEUR, NOTAMMENT D'EOLIENNE OFFSHORE.","L'invention concerne un flotteur notamment d'Èolienne offshore, comprenant au moins quatre colonnes (22), dont une colonne centrale et trois colonnes extÈrieures (22) raccordÈes ‡ la colonne centrale (20) par des branches (14) en forme de ponton. Les colonnes (22) comportent des moyens en forme de collerette de fixation (30) de celles-ci sur des portions de montage correspondantes de la branche (14) en forme de ponton, et le flotteur comprend des moyens de centrage (41) des colonnes (22) en position de montage sur les portions de montage correspondantes de la branche (14) en forme de ponton.",2017,B63B2035/446; Y02E  10/727; B63B  35/44; F05B2240/93; F03D  13/25
479219837,NL20172018257,System for use with a crane on a surface vessel,"The i nvent i on re l ates to a system (1) f or use wi th a crane ( 4 ) on a surf ace vesse l (3 ), compr i s i ng a crane too l (1 5 ) attached or attachabl e to a ho i st i ng cabl e (5) of the crane ( 4 ) and one or more adaptors (1 6 ) attached or attachabl e to one or more too l s (11-1 4 , 25 ) f or carryi ng out operat i ons or to one or more components (2 , 10 ), the crane too l (1 5) compr i s i ng a connector (1 7) and at l east one of the adaptors (1 6 ) compr i s i ng a connector- counterpart (1 8 ).",2017,B63B  35/003; F03D  13/22; E02D   7/08; E02D   7/14; E02D  13/00; F03D  13/10; B63B  27/10; B66C   1/108; B66C   1/66; E02B  17/021; E02B2017/0056; E02D   3/046; E02D   7/06; E02D2600/10; B63B  27/30; B66C   1/10; B66C  23/52; F03D  13/25
479233925,TW20165119336,Floating wind turbine platform structure with optimized transfer of wave and wind loads,"A structure of a floating, semi-submersible wind turbine platform is provided. The floating wind turbine platform includes three elongate stabilizing columns, each having a top end, a keel end, and an outer shell containing an inner shaft. Each stabilizing column further includes a water entrapment plates at its keel cantilevered in a plane perpendicular to a longitudinal axis of the stabilizing column. The floating wind turbine platform also includes three truss members, each truss member including two horizontal main tubular members and two diagonal tubular members. The truss members connect the stabilizing columns to form a triangular cross-section. An elongate wind turbine tower is disposed over the top end of one of the three stabilizing columns such that the longitudinal axis of the tower is substantially parallel to the longitudinal axis of the stabilizing column.",2016,B63B   1/107; B63B2039/067; Y02E  10/727; B63B  43/06; F03D  13/20; F03D  13/25; B63B  35/44; F05B2240/93; B63B2209/20; B63B  39/03; B63B  39/06; B63B2001/128; B63B2035/446; F03D   9/34; F05B2240/95
479276935,PT20120891221T,"METHOD AND DEVICE FOR CONTROLLING FLOATING BODY WIND POWER ELECTRICITY GENERATION DEVICE, AND FLOATING BODY WIND POWER ELECTRICITY GENERATION DEVICE",NULL,2012,B63B2035/446; F03D   7/0252; F03D   7/04; F05B2240/93; Y02E  10/723; F03D   7/0244; F05B2270/309; Y02E  10/721; F03D   7/0224; F05B2260/901; F03D   7/026; F03D  13/25
479284779,CN201490001298U,Electricity generation device,"The utility model provides an electricity generation device. Utilize the coastal waters wind turbine, the description electricity generation condition. Electricity generation subassembly 101 is strutted on bearing structure 102 by strutting mechanism (103). Electricity generation windy turbine of subassembly and generator. Bearing structure includes buoyant device part (106) and mast part (108), the submergence of buoyant device part in aqueous, mast part follow the buoyant device part extends to the electricity generation subassembly of waterline top. Bearing structure can float, but and its when floating in aqueous free swing, it is equipped with the hinge to strut the mechanism, during the bearing structure swing, can make the electricity generation subassembly keep working angle.",2014,B63B2017/0072; F03D   9/25; B63B  39/00; F03D   7/0204; F03D  13/20; F03D  13/25; B63B  39/02; F03D   1/06; F05B2240/97; F03D   1/00; F05B2240/93; Y02E  10/721; Y02E  10/727; B63B  35/44; B63B2035/446; F05B2240/95; F05B2250/411
479298890,CN201621135190U,Flexible marine booster station,"The utility model relates to a flexible marine booster station, including upper portion steel platform, flexible coupling assembling, lower part strutting arrangement, flexible coupling assembling include by the last upper steel sheet that down sets gradually, upper steel pipe, damping piece, lower floor's steel pipe, lower floor's steel sheet, variable cross section steel pipe, upper portion steel platform and upper steel sheet fixed connection, lower extreme and the lower part strutting arrangement fixed connection of variable cross section steel pipe. The damping piece be rubber support or hydraulic damper. Upper portion steel platform pass through flange dish and upper steel sheet fixed connection, or, the welding of upper portion steel platform on upper steel sheet. The utility model discloses the level of enabling to loading when the steel platform of upper portion, reduce the influence to lower part strutting arrangement to when receiving circulation loading such as wave at lower part strutting arrangement, the same influence that reduces upper portion steel platform belongs to offshore wind power generation technical field.",2016,F03D  13/25; Y02E  10/727
479299778,CN201621169427U,Marine wind turbine blades trouble on -line monitoring device,"The utility model provides a marine wind turbine blades trouble on -line monitoring device, include: gather the blade frequency acquisition equipment of the blade frequency of wind energy conversion system, receive the same and frequency of blade frequency, output two tunnel and the blade frequency becomes the drive signal's of integral multiple relation synchro -driven circuit, receives drive signal, send the frequency with the same light of drive signal frequency shines the lighting equipment on the rotatory blade, receives drive signal, with the thermal imagery collection equipment that the thermal imagery collection obtained the thermal imagery data is carried out to the frequency that drive signal is the same, and receives the thermal imagery data, carry out failure analysis's analysis terminal, thermal imagery collection equipment is the thermal infrared imager, blade frequency acquisition equipment is connected the synchro -driven circuit, synchro -driven circuit connection lighting equipment reaches thermal imagery collection equipment, thermal imagery collection equipment connects analysis terminal. This marine wind turbine blades trouble on -line monitoring device can in time monitor the wind turbine blades state.",2016,F03D  17/00
479301118,CN201621159806U,Offshore wind power generation machine and blade protection and apex loss prevention device thereof,"The utility model relates to an offshore wind power generation machine and blade protection and apex loss prevention device thereof. But the surface pressure that the pressure sensor perception received to the blade. As snowing or during rain drops strikings blade, surface pressure increase that the blade received is until satisfying when predetermineeing the condition to send triggering signal. Further, the controller sends the vibration signal, sets up vibrator in the blade with the vibration frequency oscillation generation. Vibration through the blade is with high -speed rotatory, can with impact the blade snow and rain drops get rid of, prevent that it is attached to the blade surface. And snow and supercooled water droplet, then the main cause at blade surface production icing. In addition, the blade can clash into produced vibration with rain drops and offset mutually through the vibration to prevent that the internal stress from gatheing in the blade. Consequently, above -mentioned offshore wind power generation machine and blade protection and apex loss prevention device thereof can effectively prevent to produce icing and internal stress.",2016,F03D  80/50; Y02E  10/721; F03D   1/06; Y02E  10/722; Y02P  70/523
479301266,CN201621164894U,Measurement device for offshore wind farm steel -pipe pile inner wall and fill -core concrete contact State,"The utility model provides a measurement device for offshore wind farm steel -pipe pile inner wall and fill -core concrete contact State, the steel -pipe pile bottom sinks to fresh rock, built -in fill -core concrete steel reinforcement cage after the steel -pipe pile pile sinking is accomplished, the steel reinforcement cage with it forms the protective layer to leave even interval between the inner wall of steel -pipe pile, measuring device is including protecting a section of thick bamboo, it fixes to protect a section of thick bamboo on the steel reinforcement cage, the tip that protects a section of thick bamboo is connected with the biography clamp plate, a terminal surface that passes the clamp plate faces the inner wall of steel -pipe pile is equipped with bellied connecting portion on another terminal surface, be equipped with pressure sensor in the connecting portion, connecting portion are located protect in the section of thick bamboo to monitoring steel -pipe pile and fill -core concrete 's contact State, measuring device simple structure, mounting adjustment is convenient, receives the influence through what the setting protected that a section of thick bamboo avoids being equipped with pressure sensor when the concreting construction, ensures that numerical value is accurate.",2016,E02D  33/00
479303046,CN201621254015U,Boats and ships alongside device and offshore wind power generation machine fortune dimension ship,"The utility model provides a boats and ships alongside device and offshore wind power generation machine fortune dimension ship. This boats and ships alongside device for supplementary boats and ships alongside is in a plurality of by the ship stake: boats and ships alongside device includes: the supporting part, have a plurality of acceptance divisions support to depend on portion and the magnetic force adsorption component corresponding with a plurality of acceptance divisions, the one end of supporting part and the ship body connected of boats and ships, the other end with to being connected by the portion, supporting and leaning on the portion to have a plurality ofly and lean on the corresponding acceptance division of ship stake along transversal arrangement, the at least subregion of acceptance division is made by elastic material to the acceptance division have with the corresponding at least part of the leaning on the ship stake inside profile that profile of surface suited that inclines, make in a plurality of acceptance divisions and can closely press the corresponding at least part side region of leaning on the ship stake respectively with leaning on the corresponding acceptance division of ship stake, magnetic force adsorption component sets up on supporting by the portion for magnetic force adsorption component is close to at a plurality of acceptance divisions and corresponding can adsorbs by the ship stake when leaning on the ship stake. Thereby it is stepping on the range of rocking by the in -process to reduce boats and ships.",2016,B63B  35/00; B63B  39/00; Y02E  10/727; B63B  21/02
479305780,CN201621270662U,Energy -conservation ship of travelling,"The utility model discloses an energy -conservation ship of travelling, including ship body, wind generator system and the setting ceiling in the ship body top, be provided with audio player, lighting system in the ship body and be used for the drive ship body's drive arrangement, ship body's head is provided with the GPS navigator, wind generator system includes the wind -engaging device, aerogenerator, the battery, controller and dc -to -ac converter, aerogenerator and wind -engaging device set up on the ceiling, the wind -engaging device is connected with aerogenerator, aerogenerator connection director, the battery is connected with controller and dc -to -ac converter respectively, the dc -to -ac converter respectively with the GPS navigator, lighting system and audio player connect, still be provided with the emergency alarm ware in the ship body, the emergency alarm ware is connected with independent source of power. The utility model discloses can utilize wind power generation, for the navigation in the ship, lighting system and the power supply of amusement equipment, the operation cost of practicing thrift the ship of travelling realizes energy -concerving and environment -protectively.",2016,B63B  49/00; B63J   3/00; B63B  29/00
479306585,CN201621209380U,Loudspeaker tube -shape floating body high altitude wind power generation set,"The utility model discloses a loudspeaker tube -shape floating body high altitude wind power generation set, the device includes the fan blade generator, the minor diameter mouth one end at loudspeaker tube -shape floating body is established to the fan blade generator, be that the fan blade generator is established in the minor diameter mouth of the loudspeaker tube -shape floating body one end as the air outlet, and the fan blade of fan blade generator faces toward the one end of the major diameter mouth of loudspeaker tube -shape floating body as the air intake, loudspeaker tube -shape floating body is hollow structure, be filled with the helium in the cavity of loudspeaker tube -shape floating body, be equipped with direction and gesture balance wing on the surface of loudspeaker tube -shape floating body minor diameter mouth one end, be equipped with the rope of being connected with the spud pile on ground on loudspeaker tube -shape floating body, be equipped with the cable that is used for electrical apparatus transmission of electricity for the earthward on the fan blade generator. The utility model has the advantages of invest in for a short time, simple structure, easy operation, generating efficiency are high, economic benefits is showing.",2016,F03D   1/04; F03D   9/25; Y02E  10/725
479307706,CN201621227287U,Eight high rise pile cap foundation,"The utility model discloses an eight high rise pile cap foundation, including concrete cap and a plurality of steel -pipe pile, the steel -pipe pile has eight, and eight steel -pipe piles all are the slope form and distribute in concrete cap's below uniformly, all are provided with the baffle in the top of every steel -pipe pile, is provided with two bolt anchors in the top of the every inherent baffle of steel -pipe pile is equal, and outside concrete cap was stretched out at the top of bolt anchor, the top of eight steel -pipe piles was buried underground and is fixed on concrete cap. The beneficial effect of the utility model: adopt eight steel -pipe pile structural design, the stability ability is good, lift -launch ability reinforce, adopt pre -buried formula bolt anchor to be used for connecting wind turbine generator system, it is convenient that the later stage installation is maintained, connects firm more reliably. Simultaneously, the bolt anchor still plays the fixed concrete cap's of enhancement effect. The mode that adopts the secondary to drive piles in the work progress, the uniformity and the stability of eight steel -pipe piles of assurance, improvement later stage wind turbine generator system's installation accuracy and reliability.",2016,E02D  27/14; E02D  27/42
479308032,CN201621231872U,Wind -energy driven floats solid refuse environmental protection recovery system,"The utility model relates to a wind -energy driven floats solid refuse environmental protection recovery system, including windmill driving system, floating gate system and salvage transfer system, salvage transfer system and connect windmill driving system and surface of water floating gate system to set up in the V fill die bed portion of floating gate system, the utility model discloses an utilize windmill driving system to turn into kinetic energy with the wind energy, as whole recovery system's power resources, accomplished the carbon -free environmental protection, low -cost running's innovation point, the floating gate system utilizes water flowing direction and power, carries out automatic gui ji with surface of water floating garbage, and salvaging transfer system, to realize salvaging the conveying disembarkation automatic, high -efficient low -cost, and to salvage efficiency be that traditional salvage ship is incomparable to floating the solid refuse.",2016,E02B  15/10; Y02E  10/72; F03D   9/20; E02B  15/08
479327335,GB20170006390,Method for assembling a wind turbine and a wind turbine system,"A method for assembling a wind turbine, eg in deep water offshore, includes attaching an elevator carriage 27 to a nacelle 9 to form a carriage-nacelle assembly 27,9, with or without the rotor 15, and mounting the carriage-nacelle preassembly 27,9 on to a tower 3 as a unit. The carriage 27 engages elevator rails 21a,21b along the length of the tower 3 and is driven up the rails 21a,21b to the top of the tower 3 by gears (57, 59, figs.2,3,4b) driven by an electric or hydraulic drive system (33,fig.3) which engage teeth (23a,25a, figs.2,3) on the rails. A ship (71, fig.16), which does not need to be a crane vessel type, has a platform system (77, fig.12) with an overhanging movable platform 79 for transferring the carriage-nacelle or carriage-nacelle-rotor assemblies to the tower 3, the orientation of the platform being adjusted in response to sensed wind and waves. The elevator carriage 27 may be used as an elevator for a maintenance platform (91, figs. 14a-c) for workers and/or equipment, eg a crane (94, figs.14b,14c).",2017,F05B2230/6102; F05B2240/931; Y02P  70/523; F03D  13/10; F03D  13/40; F03D  80/50; Y02E  10/727; F05B2230/61
479343032,US201515300406,Stacking wind turbine blades for sea transport,"The present invention relates to a method of stacking wind turbine blades for sea transport. An improved way of arranging blades for sea transport, where less structural framework is needed, would be advantageous. Structural framework not only causes additional cost, but also takes up additional time for arranging the blades for transport. The invention involves a method of stacking wind turbine generator blades for sea transportation, the method involving attaching a blade root support frame to a root flange of the blade, is supported by at least two legs located as at least one leg on each transverse side of a root end of the blade, and attaching a blade spanwise support frame to a spanwise portion of the blade, and where the spanwise support frame includes least two legs located as at least one leg on each transverse side of the blade, where the legs of the root support frame and the spanwise support frame extend both downwards and upwards and are adapted to have lengths downwards and upwards in order that at least two blades are stackable on top of each other, and wherein a stacking support structure for the blades consists of mainly the support frames, when the at least two blades are transported at sea.",2015,B60P   3/40; Y02E  10/72; F03D  13/40; F03D   1/00; F03D  80/00
479364975,JP20160563408,?????????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????∞???∞?????????,2015,B63B  21/50; F03D  13/25; Y02E  10/727; F05B2240/93; B63B  21/502; F03D  13/22; B63B  35/44; B63B2021/505; B63B2035/446; B63B  35/00; B63B  35/003; B63B  39/03; B63B2001/128; E02D  27/425; E02D  27/50; E02B2017/0091; E02D  27/525; F05B2240/95; B63B   1/107; E02B  17/00; E02B2017/0039; E02D  27/52
479389628,CN201480081567,Method and system for coordinating control of wind farm during disconnection to utility grid,"A method and a system for coordinating control of wind turbines of a wind farm during a fault in a utility grid to which energy is to be delivered via at least one cable and via a substation of the wind farm, are provided. The method comprises: disconnecting the utility grid from the wind turbines; electrically connecting auxiliary equipment of at least one group of the wind turbines via respective one of at least one cable; selecting at least one wind turbine electrically close to the substation of the wind farm in the respective one of the at least one group of wind turbines; and absorbing reactive power generated on the at least one cable by converter of the selected at least one wind turbine. Said method and system ensure the most effective cable charging power compensation.",2014,F03D   7/048; H02J   3/388; F05B2240/96; F05B2270/107; Y02E  40/30; F03D   7/00; F05B2240/95; H02J   3/18; Y02E  10/763; F03D   9/257; F03D   7/0284; Y02E  10/723; H02J   3/386
479420939,CN201611216253,Intertidal zone seaborne operation and maintenance catamaran,"The invention relates to an intertidal zone seaborne operation and maintenance catamaran. A lower-layer catamaran body comprises two symmetric long and thin single ship bodies, a deck is laid on an opening of the lower-layer single ship body, an upper-layer building is built at the rear position of the middle of the deck, and the deck is divided by the upper-layer building to form a front deck body and a rear deck body; the a kunckle crane is mounted on the front deck body. The upper-layer building comprises a lower-layer living and working area and an upper-layer ship steering area, and comprises a machine repair room and a material storage room; the machine repair room and the material storage room are located at the front end, towards the upper-layer building of the front deck body, of the lower-layer living and working area. The intertidal zone seaborne operation and maintenance catamaran has the advantages that catamaran body design is adopted, a flat head landing end opening is designed in the stem and cooperates with a propeller on the stern, and therefore the intertidal zone seaborne operation and maintenance catamaran can be close to wind power equipment during maintenance; the bottoms of the single ship bodies are flat, so that the operation and maintenance catamaran has the function of bottom sitting; the machine repair room and the material storage room are additionally arranged, therefore, machining of small maintenance products is convenient; the machine repair room and the material storage room are arranged close to the front side of the front deck body, the front deck body is broad, and material carrying is convenient.",2016,B63B   1/12; B63B  35/00; B63B   1/121
479435357,CN201611195956,Power generation system consisting of flexibly-connected clutch turbines,"A power generation system consisting of flexibly-connected clutch turbines relates to flexible connection and power generation technologies of turbines and is applicable to hydroelectric generation, ocean power generation, wind power generation and fluid kinetic energy or mechanical energy conversion. The power generation system is formed in the way that the plurality of clutch turbines are in series or parallel flexible connection to form a turbine set or a turbine group which is connected with a power generator through an output turning bar, the turbine set or the turbine group is arranged in river or sea in a submerging manner in the direction of water current or ocean current, or the clutch turbines are fixed on high-rising buildings or subjected to air floating and hauling suspension to utilize wind for power generation. As the plurality of clutch turbines are in flexible connection, the clutch turbines can be connected according to zigzagging of water current or ocean current geological environments; and the natural flow rate of water current or ocean current is fully utilized to impact and enable the clutch turbines to rotate, so that the power generator can generate power. The power generation system is low in construction cost, does not change the original ecology of the natural environment, and has the characteristics of high energy conversion efficiency, benefit and reliability and wide applicability.",2016,Y02B  10/30; F03B  13/00; Y02E  10/722; F03D  80/00; Y02E  10/226; F03B  11/00; F03D   9/008; F03D   9/25; Y02E  10/725
479444239,CN201610545681,Offshore wind driven generator split installation construction method,"The invention discloses an offshore wind driven generator split installation construction method. According to the offshore wind driven generator split installation construction method, a self-elevating wind power installation vessel and a large transport vessel matched with the self-elevating wind power installation vessel are adopted, and the self-elevating wind power installation vessel is provided with a full-rotating main crane and an auxiliary crane. The construction method comprises a preassembling procedure of wind driven generator equipment, an installation procedure of parts in a basic section, a hoisting procedure of a tower drum, a hoisting procedure of a machine room, a hoisting procedure of a power generator, a splicing procedure of an impeller and a hoisting procedure of the impeller. During the preassembling procedure of the wind driven generator equipment, the cranes on an preassembling site are utilized for conducting an assembly step of a bottom section of the tower drum, an assembly step of a meteorological station system at the top of the machine room, an installation step of a ventilation pipeline at the top of the power generator, an installation step of a hub fairing and an overturning step of the tower drum. According to the construction method, through reasonable procedure arrangement, connection between all the procedures is made reasonable, and the problems existing in wind driven generator installation under the working condition that a construction sea area is greatly affected by abnormal strong wind meteorological condition in winter monsoon period and surges in an open sea area are successfully solved.",2016,F03D  13/25; F03D  13/10; Y02E  10/727
479537959,RU20150149421,ROLLER BEARING FOR WIND TURBINES,"FIELD: machine engineering.SUBSTANCE: bearing assembly (10) includes: an outer ring (3), an inner ring (2), a first row of roller elements (1A) and a second row of roller elements (1B). On the radially inner circumferential surface of the outer ring (3), there are at least two grooves (3A, 3B), and on the radially outer circumferential surface of the inner ring (2) at least two grooves (2A, 2B) are made. The first row of roller elements (1A) is held by a first separator (4A) and the second row of roller elements (2A) is held by a second separator (4B). All roller elements (1A) of the first row have the same length as all the roller elements (2A) of the second row. The roller elements (1A) of the first row are arranged at a contact angle different from the contact angle of the roller elements (2A) of the second row. The first row of roller elements (1A) and the second row of roller elements (2A) are separated by a floating spacer ring (7).EFFECT: creation of bearing unit capable to withstand both radial and axial loads.3 cl, 1 dwg",2013,F16C  33/485; F16C  33/00; F16C2240/34; F16C  33/37; F16C  33/60; F16C2300/14; F16C  19/38; F16C2360/31; F03D  13/00; F16C  33/64; F16C  19/00; F16C  23/086
479586359,CN201611191639,"Embedded grouting anchor bolt, system and method for repairing cracking of wind turbine foundation","The invention relates to an embedded grouting anchor bolt, a system and a method for repairing cracking of a wind turbine foundation. The system comprises foundation grouting anchor bolts, a foundation grouting machine, foundation grouting liquid, screw bolts of the anchor bolts and gaskets, wherein each foundation grouting anchor bolt consists of an inner hollow steel pipe and an outer hollow steel pipe; holes are formed in the side surface of each foundation grouting anchor bolt; the inner grouting anchor bolts and the outer grouting anchor bolts are installed through thread fit, and the grouting holes of the inner grouting anchor bolts and the outer grouting anchor bolts are aligned to ensure the smooth grouting, or are staggered to prevent the grouting liquid from flowing into the inner grouting anchor bolts; high strength and high compressive property of the inner and outer grouting anchor bolts are required; the foundation grouting anchor bolts are uniformly embedded around a foundation ring of a wind turbine tower tube; when the wind turbine foundation is cracked, the foundation grouting liquid is injected by the foundation grouting machine to repair. The embedded grouting anchor bolt has the advantages that the wind turbine foundation is simply, conveniently, efficiently and comprehensively repaired, and the problem of cracking of the wind turbine foundation is effectively solved.",2016,E02D  15/00; E02D2250/003; E02D   5/74; E21D  20/02; E02D  37/00
479611638,CN201710072950,Single-pole attachment fabricated mooring structure for offshore wind turbine foundation and construction method of single-pole attachment fabricated mooring structure,"The invention relates to a single-pole attachment fabricated mooring structure for an offshore wind turbine foundation and a construction method. The single-pole attachment fabricated mooring structure is characterized by comprising a concrete bearing platform and a plurality of steel pipe piles of which the upper ends are obliquely inserted into the concrete bearing platform; the upper portion of the side wall of the concrete bearing platform is provided with a steel platform and a vertical steel ladder of which the upper portion is arranged in the steel platform in a penetrating mode; the concrete bearing platform and the side edges of the steel pipe piles are provided with a vertical berthing member; the berthing member comprises a plurality of horizontally-arranged mooring steel columns and a plurality of vertically-arranged berthing steel pipes, and the multiple horizontally-arranged mooring steel columns and the multiple vertically-arranged berthing steel pipes are connected with one another; the upper portion of the bearing member and connection steel pipes on the side surface of the concrete bearing platform are connected through flanges; and all subsections of the steel ladder are connected through flange bolts. According to the single-pole attachment fabricated mooring structure for the offshore wind turbine foundation and the construction method, safe and convenient ship mooring and operation and maintenance work in a wide-tidal-range sea area with heavy storm waves can be achieved, the mooring structure can be replaced and maintained conveniently, the adaptability of wind turbine foundation mooring to the severe sea condition is improved, the structural strength and stability of a wind turbine foundation mooring system are improved, and the mooring structure and the construction method have wide application prospects in ocean engineering.",2017,E02B  17/0034; E02D  27/42; E02B  17/00; E02D  27/14; E02D  27/425; E02D  27/16
479620280,CN201611061033,Offshore wind power non-aftercombustion compressed air constant-pressure energy storage device,"The invention aims at providing an offshore wind power non-aftercombustion compressed air constant-pressure energy storage device which comprises a cold air buffering device, a low-pressure compressor, a first heat exchanger, a sea water cooler, a high-pressure compressor, a second heat exchanger, a third heat exchanger, and an air energy storage module which are sequentially connected. Gas-gas and gas-water dual heat exchange technologies are adopted, so that the enthalpy value of an inlet working medium of an air cooled turbine is improved, and the compression power consumption is reduced; the air storage module is a piston type air storage device, and is capable of realizing constant-pressure air energy storage by use of pressure of sea water, realizing no bearing pressure for an air storage device wall, reducing the requirement on the material strength and improving the economical efficiency. The exhaust of the air cooled turbine is used as doping gas for the inlet working medium of the compressor, so that the energy utilization ratio is improved. The offshore wind power non-aftercombustion compressed air constant-pressure energy storage device has the technical advantages of high efficiency, no carbon emission, cold-power cogeneration, so that an effective solution for realizing the offshore wind-power wind curtailment problem and the problem of overhigh bearing pressure of the air storage device wall.",2016,F01D  15/10; Y02E  60/15; Y02E  10/72; F03D   9/17
479622306,CN201611090185,Full-submersible separation type fan foundation,"The invention discloses a full-submersible separation type fan foundation and relates to the technical field of offshore wind power generation. Through the full-submersible separation type fan foundation, influence on a buoy by wave load is directly avoided, and the whole power response of a fan is obviously lowered. The full-submersible separation type fan foundation mainly comprises two parts including a submerging and surfacing type foundation and a fan system. The submerging and surfacing type foundation is composed of a sleeve, a supporting frame, submerging and surfacing drums, tensioning wires and catenaries; the fan system is composed of a fan and a tower drum; the tower drum penetrates through a middle sleeve, capable of realizing floating up and down; the sleeve is fixedly connected with a submerging and surfacing box through the supporting frame; the sleeve, the supporting frame and the submerging and surfacing drums are fixed beneath the ocean surface to form the submerging and surfacing type foundation, serving as a directed supporting seat of the tower drum, through the tensioning wires and the catenaries; and the bottom of the tower drum is connected with a seabed through the tensioning wires. The full-submersible separation type fan foundation is in a completely-new offshore fan foundation structure form and is suitable for building an offshore fan foundation.",2016,E02D  27/44; E02D  27/52
479624036,CN201480080579,METHOD FOR CONSTRUCTING OFFSHORE STRUCTURE AND OFFSHORE STRUCTURE,"The invention discloses a method for constructing an offshore structure and an offshore structure. The method for constructing an offshore structure comprises the following steps: a manufacturing step of separately manufacturing an upper structure (11) and lower structure (12) of an offshore structure (10); an underwater state keeping step of keeping part or all of the lower structure (12) under water in a standing state; a moving step of moving the upper structure (11) above the lower structure (12) kept in the standing state; an integration step including a lifting step of lifting the lower structure (12) so as to be arranged on the bottom side of the upper structure (11) and/or a lowering step of submerging part of a carrier (20) carrying the upper structure (11) in a state in which the upper structure (11) is held by a pair of arm-like structures (23) in order to lower the upper structure (11) so as to be arranged on the upper side of the lower structure (12); and a joining step of combining the lower structure (12) with the upper structure (11). Therefore, in this method for constructing a spar-type or other type of offshore structure having an installed wind turbine or other apparatus, the offshore apparatus is able to safely be moored at an offshore construction site without using a crane ship.",2014,B63B  22/20; B63B  35/00; B63B2035/446; F03D  13/10; B63B  21/20; B63B  21/502; B63B  35/44; B63B2207/02; B63B  27/36; F03D   9/00; B63B2021/203; Y02E  10/722; B63B  35/003; B63B  75/00; B63B  27/08; B63B2021/505; F03D   9/30; Y02E  10/727; F03D  13/25; Y02P  70/523
479636198,CN201611208941,Marine vehicle,"A marine vehicle comprises a hull, a supporting assembly and a sail assisting assembly. The hull comprises a cabin and two marine railways. Two installation parts are arranged on the two sides of the hull. The two marine railways are arranged on the installation parts respectively. The end portion of each marine railway is provided with a bulbous bow. The supporting assembly comprises two supporting pieces, and each supporting piece is correspondingly arranged at the bottom of one marine railway. The sail assisting assembly comprises an installation seat, an installation rod, a main sail body and an auxiliary sail body, and the installation seat is arranged on the cabin. The supporting assembly of the marine vehicle makes contact with the ground through the arranged supporting pieces, so that the hull is supported, the area, making contact with the ground, of the bottom of the hull can be reduced, the bottom of the hull can be better protected, and the bottom of the hull is not damaged. In addition, the sail assisting effect can be achieved, an operator can conduct adjustment better according to the wind direction, so that the use efficiency of wind energy is improved, and therefore the assisting effect is improved.",2016,B63B  59/02; B63H   9/0673; B63H   9/06; B63H   9/067
479652294,CN201611245473,Dip angle adjusting system and method and offshore wind turbine generator set,"The invention provides a dip angle adjusting system and method and an offshore wind turbine generator set. The system comprises an adjusting mechanism and a controller, wherein the adjusting mechanism is arranged on a tower tube of the wind turbine generator set and adjusts the torque applied to the tower tube by using self-weight changes so as to adjust the inclination of the tower tube; and the controller changes the weight of the adjusting mechanism by controlling the water capacity inside the adjusting mechanism. According to the dip angle adjusting system and method of the offshore wind turbine generator set, the dip angle of the offshore wind turbine generator set can be adjusted, namely the swept area of the offshore wind turbine generator set is changed, the generated power is adjusted, the loads of the offshore wind turbine generator set are reduced, the service life of the set is prolonged, and the offshore wind turbine generator set is made to have the typhoon resistance.",2016,F05B2240/95; F05B2270/32; Y02E  10/723; Y02E  10/727; F03D   7/0208; F03D   7/02; F03D  13/25; F03D  13/20; F05B2270/327
479690901,CN201710040370,Water conservancy power generation assembly with water gates,"The invention relates to a power generation assembly with water gates for water conservancy projects. The power generation assembly comprises the first gate, the second gate, the third gage, an impeller device, a power generation set, a sewage treatment plant and a floating object collecting device. The power generation assembly has the advantages that the impeller device and the power generation set are improved, rotation potential energy can be provided for the power generation set when the gates are laid down and lifted, accordingly, power can be supplied to the sewage treatment plant and the floating object collecting device without extra electric energy, and energy consumption and external line laying can be reduced; floating objects which float on a side of each gate in a concentrated manner can be collected by the floating object collecting device, and the problem of loss of fatigue strength of existing gates due to the fact that existing floating objects flow to downstream locations via rotational flow or are collided with the existing gates back and forth can be solved.",2017,C02F   1/32; E02B   7/26; E03B   7/074; F03D   9/25; C02F2303/04; E02B   7/28; E02B   8/02; C02F2301/08; C02F   1/001; E02B   7/34; E02B   8/023; E03B   7/07; F03B  13/00
479707852,CN201710000576,Offshore combined platform for low-carbon sustainable living and tourism,"An offshore combined platform for low-carbon sustainable living and tourism comprises a plurality of suspended platform modules floating offshore. The suspended platform modules are connected mutually, each suspended platform module comprises a base and a plurality of suspended cabins which are arranged outside the base at intervals, four frame structures perpendicular to the base are fixedly arranged on the base, the frame structures are arranged at intervals and are fixedly and horizontally connected through two connecting trusses at intervals, and each frame structure comprises a planting layer, a living layer and an electromechanical equipment layer which are sequentially arranged from top to bottom. The offshore combined platform is integrated with vegetable planting, human living, wind power generation and sea water desalination, marine resources are fully utilized, long-term living of tourists and seniors is favored, the effect of integrating tourism and pension can be achieved, and problems about living and pension in coastal cities can be alleviated to a certain degree.",2017,B63B  35/44; B63B2035/4466; B63B2241/20; B63B2035/4453; B63B2035/4426; B63B2035/446; B63B2701/00
479733585,CN201580042055,Structure with rigid projections adapted to traverse fluid environment,"A structure adapted to traverse a fluid environment includes an elongate body having a root, a wingtip, a leading edge and a trailing edge; and a plurality of rigid projections each extending from a respective position along the leading edge and/or the trailing edge generally along the same plane as a front surface of the body.",2015,B64C  11/14; F03D   1/0691; F05B2240/133; F03D  80/00; F05B2240/221; F05B2250/183; B64C  23/072; F05B2250/15; F05B2250/25; Y02E  10/721; B63H   1/28; F01D   5/14; F03D   1/0633; F03B  11/00; F03D   1/0625; F03D   1/0608; F05B2260/96; Y02T  50/164; F03D   1/0666; F05B2240/30; B64C  11/18; F05B2250/16; F03D   1/0675; F05B2250/611; F05B2260/30; F15D   1/12
479788752,CN201710113661,Three-barrel self-elevating gantry type wind power generator foundation structure and construction method thereof,"The invention belongs to the field of ocean wind power generator foundations, and discloses a three-barrel self-elevating gantry type wind power generator foundation structure and a construction method thereof. The three-barrel self-elevating gantry type wind power generator foundation structure comprises three barrel-shaped bases which are connected into an integral body through a gantry type tower frame; and the gantry type tower frame comprises three vertical tower frames and three transverse tower frames which are connected into a gate shape; the vertical tower frames and the transverse tower frames are connected through lifting mechanisms; the lifting mechanisms comprise racks mounted on the two sides of the vertical tower frames, gears mounted at the outer ends of the transverse tower frames, locking devices and lifting control systems; and during construction, on one hand, buoyancy of the barrel-shaped bases is effectively utilized during towing, and on the other hand, mechanical sinking is achieved through the lifting mechanisms, and mounting is achieved through a traditional sinking manner. The three-barrel self-elevating gantry type wind power generator foundation structure has the advantages of the barrel-shaped bases and a self-elevating gantry; and in the construction method, buoyancy of the barrel-shaped bases is effectively utilized during towing, the entire sinking process is simple and quick, few construction devices are required, a large on-water site construction device is not utilized, the construction speed is high, and comprehensive construction cost is low.",2017,E02D  27/44; E02D  27/42; E02D  27/425
479793993,CN201621231483U,Marine wind turbine foundation of coaxial piling bar of reducing,"The utility model discloses a marine wind turbine foundation of coaxial piling bar of reducing, it includes reducing stud (1), i -shaped props (3) and the Y type props (4), i -shaped props (3) one end and connects the middle part at reducing stud (1) inner wall, the Y type props the one end of (4) and connects the downside at reducing stud (1) inner wall, i -shaped props (3) and Y type and props (4) other end and be connected with crown plate (10) and lower annular plate (11) respectively, reducing king -pile (2) suit is in last crown plate (10) and lower annular plate (11), upward install on crown plate (10) adjusting bolt (6), ann is gone up in reducing stud (1) has reinforced concrete shrouding (8), and the round hole has been seted up on (8) to the reinforced concrete shrouding, is equipped with steel cover board (12) on the round hole. The utility model has the advantages of reasonable design, processing, simple to operate can improve the efficiency of resisting on whole piling bar basis effectively, and be with low costs, the sound construction, and it is big to bear the load, and the practicality is strong.",2017,E02D  27/44
479879263,CN201621274386U,"Power generation platforms is used multipurposely to wind energy, ocean energy","The utility model relates to a power generation platforms can be used multipurposely to marine wind energy, trend, including setting up trend ability power generation facility, spud pile, wind -force power generation facility and the wave energy power generation facility below the sea level, the trend can include the turbine by power generation facility, the turbine includes the impeller that horizontal rotary drum moved, be equipped with power transmission system in the spud pile, power transmission system with wind power generation set connects, power transmission system with the trend can be connected by power generation facility, power transmission system with wave energy power generation facility connects. Through setting up wind power generation set, trend ability power generation facility and wave energy power generation facility jointly on the spud pile of fan, simultaneously through power transmission system, the transmission electric energy, the unit cost of electricity -generating can be effectively reduced, energy transmission efficiency is improved, especial, when equipment trouble appearing, wind energy, trend ability, wave energy power generating equipment can provide the energy safeguard each other, promote the survival ability of marine energy equipment.",2016,F03B  13/18; F03B  13/26; Y02E  10/38; F03D   9/25; F03D  13/25; Y02E  10/28; Y02E  10/727; Y02E  10/725
479912107,PH20151000382,POWER GENERATION DEVICE,"A power generation device is adapted to be driven by ocean currents, and includes a craft body unit, a plurality of blade units, a plurality of power generators, and a plurality of sails. The blade units are mounted on the craft body unit, and are adapted to extend into the sea and to be driven rotatably by the ocean currents. The power generators are mounted on the craft body unit and connected respectively to the blade units for converting a kinetic energy of the blade units into electrical energy. The sails are mounted on the craft body unit for capturing the wind to maintain a location of the craft body unit against drifting from a force of the ocean currents applied to the craft body unit.",2015,F03B  13/22; F03B  17/06; Y02T  70/5254; F03B  17/063; F03D   9/32; F03D  13/25; F05B2240/931; Y02E  10/727; F03D   9/008; F05B2240/216; Y02E  10/725; F03B  17/062; Y02E  10/38; B63B2035/4466; F05B2240/40; Y02E  10/28
479952986,DE20122013510U,Windenergiekonverter,"Windenergiekonverter mit mehreren, in einer Reihe parallel nebeneinander angeordneten Savonius-Rotoren (1), die jeweils zwei schaufelfˆrmige, einander ¸berlappende Fl¸gel (2) aufweisen, die entlang der Rotordrehachse (3) befestigt sind und zwischen sich einen zentralen Winddurchlasskanal (9) bilden, wobei die Rotordrehachsen (3) ¸ber Getriebe derart miteinander verbunden sind, dass jeder zweite Rotor (1) sich in derselben Richtung dreht und die dazwischen angeordneten Rotoren (1) sich in entgegengesetzter Richtung drehen, dadurch gekennzeichnet, dass der zur Drehachse senkrechte Fl¸gel-Bewegungsraum (13) des Rotors (1), der von den zwei Fl¸geln (2) des Rotors durchlaufen wird, den Fl¸gel-Bewegungsraum (13) des benachbarten Rotors (1) zu einem Teil durchdringt, und dass in der Querstellung eines Rotors (1) bei der die zwei Fl¸gel (2) des Rotors im Wesentlichen l‰ngs der Ausrichtung der Reihe der Rotoren stehen, die ‰ufleren Enden (2b) der Fl¸gel (2) des Rotors den dazu quer stehenden Fl¸geln (2) der benachbarten Rotoren (1) derart nahe sind, dass die Fl¸gel aller Rotoren eine geschlossene Reihe insbesondere Wand bilden, bei der die Luft im Wesentlichen nur noch durch die Winddurchlasskan‰le (9) strˆmt.",2012,B63H   5/14; F03D   3/04; Y02E  10/74; F03D   3/0454; F05B2240/213; F05B2240/301; B63B  32/10; F05B2240/12; F05B2240/40; F05B2260/4031; F03D   3/061; F03D   3/02; F03D   3/0436
479967417,AU20150352370,Floating platform for harnessing wind energy,"The invention relates to a floating platform for harnessing wind energy, comprising a tower (1) with a wind turbine (2), and two horizontal, identical cylindrical floating elements (3) parallel to the main longitudinal axis of alignment, the tower and the floating elements being interconnected by bar structures (5). The floating elements are joined to a stabilising element (4) which is situated directly beneath the floating elements (3), said stabilising element comprising two substantially rectangular first concrete slabs (4a) which are solid or more lightweight, with a ribbed structure, arranged perpendicularly to the axes of the floaters and joined to said floaters by means of auxiliary structures.",2015,F03D   7/0204; F03D  13/25; F05B2240/93; B63B  35/44; F05B2240/95; F03D  13/20; Y02E  10/727; F03D   9/30; B63B2035/446
480006276,JP20150236588,FLOATING BODY TYPE ELECTRICITY PLANT,"PROBLEM TO BE SOLVED: To provide a floating body type electricity plant capable of preventing a cable connected to a power generation facility on a floating body from being entangled with the floating body even when the floating body such as a tower floating on the ocean receives winds or waves and rotates, in the floating body type ocean wind turbine generation or the like.SOLUTION: A floating body type electricity plant includes a floating body 2 on which an electricity facility 3 is mounted, a cable 4 for transmitting power handled in the electricity facility, and a power transmission unit 15 and a power reception unit 16 capable of transmitting the power handled in the electricity facility 3 from a power transmission side to a power reception side by a non-contact power supply system. The power transmission unit 15 is provided in a state of being fixed to the floating body 2, and the power reception unit 16 is provided so as to be rotatable around a rotational shaft of the floating body 2 with respect to the power transmission unit 15. The cable 4 is connected to the power reception unit 16 from a direction intersecting with the rotational shaft of the floating body 2.SELECTED DRAWING: Figure 1",2015,H02J  50/00; B63B  27/30; B63B  35/00; B63J  99/00; F03D  80/00; Y02E  10/722
480020565,US201415324427,System for mooring offshore structure group and method for mooring offshore structure group,"A system includes mooring lines arranged respectively in three to eight directions, and at least one of a plurality of offshore structures included in the offshore structure group is moored by locking the mooring lines in the respective directions with separate mooring bases, and at least one of the mooring bases locks the mooring lines which are connected respectively to three to eight of the offshore structures in the offshore structure group. With this configuration, even when part of the mooring lines mooring the offshore structures is broken or the mooring function of the mooring bases is lost, although the offshore structure moves, the offshore structure is kept being moored by the remaining mooring-line group, so that the offshore structure can be prevented from colliding with another offshore structure.",2014,B63B  21/20; B63B2021/203; B63B2035/446; Y02E  10/722; B63B  35/44; B63B2021/505; B63B2035/442; B63B2209/20; Y02E  10/72; B63B  21/50; B63B  35/00
480092205,CN201621326218U,Boats and ships direct current network deployment electrically -propelled system with wind energy and solar energy power generation,"The utility model discloses a boats and ships direct current network deployment electrically -propelled system with wind energy and solar energy power generation has solved the problem of boats and ships new forms of energy with the combination of direct current network deployment electrically -propelled system. Diesel engine electric generator set (1), the 2nd diesel engine electric generator set (3) are connected with common direct current bus (5) through the rectifier respectively, be connected with main propulsion motor dc -to -ac converter (6) and side propulsion motor dc -to -ac converter (9) respectively on common direct current bus (5), be connected with main push motor (7) on main propulsion motor dc -to -ac converter (6), be connected with primary thruster (8) on main push motor, side propulsion motor dc -to -ac converter (9) is connected with side push motor (10), be connected with wind power generation rectifier (15) on common direct current bus, the wind power generation rectifier is connected with wind power generation unit (17) through wind power generation unit control switch (16). The utility model discloses the power that replaces the new forms of energy part diesel engine is supplied with, reaches the purpose that reduces emission and energy consumption.",2016,B63H  21/17; H02J   7/35; Y02E  10/763; H02J   3/38
480097420,NL20172018646,AN OFFSHORE MONOPILE FOUNDATION FOR A WIND ENERGY TURBINE,A method for manufacturing an offshore monopile that is to be driven into the seabed for a wind energy turbine comprising a mast to be mounted on the monopile. In the manufacturing of cylindrical steel can members use is made of elongated and hot rolled cross-sectional profiled steel plates that each have a pair of opposed first and second longitudinal edge regions that each have been formed in the hot rolling process of the steel plate with an increased wall thickness relative to an intermediate reduced wall thickness portion of the steel plate.,2017,B21B   1/088; B21D   5/14; B21D  35/00; E02B  17/027; E04H  12/08; E02B  17/02; E02B2017/0091; E02D  27/425; E04H  12/085; F03D  13/25; B21D  35/006; E02B2017/0065; E02B  17/00
480146208,ES20100834651T,Junta soldada a tope y mÈtodo para fabricarla,"Una junta soldada a tope, que consiste en: un par de chapas de acero (1), un primer metal de aportaciÛn (2) que se forma en una porciÛn soldable del par de chapas de acero (1), desde la cara de una primera superficie (1A) del par de chapas de acero (1) a la cara de una segunda superficie (1B) opuesta a la cara de la primera superficie (1A) por irradiaciÛn de un primer haz de alta densidad de energÌa desde la cara de la primera superficie (1A), y un segundo metal de aportaciÛn (3A) que se forma por irradiaciÛn de un segundo haz de alta densidad de energÌa para cubrir una superficie del extremo de la cara de la primera superficie (1A) del primer metal de aportaciÛn (2), y opcionalmente un tercer metal de aportaciÛn (3B) que se forma por un tercer haz de alta densidad de energÌa para cubrir una superficie del extremo de la cara de la segunda superficie (1B) del primer metal de aportaciÛn (2), en el que el ancho W1 del primer metal de aportaciÛn (2) sobre la primera superficie (1A) y el ancho W2 del segundo metal de aportaciÛn (3A) sobre la primera superficie (1A) satisfacen la siguiente ecuaciÛn <1> y la profundidad (D1) desde la primera superficie (1A) del segundo metal de aportaciÛn (3A) es 2,0 a 10,0 mm. en el que el ancho W3 del primer metal de aportaciÛn (2) en el centro del espesor de la chapa de acero (1) es 15% o menos del espesor de la chapa de acero (1), en el que el espesor de la chapa de acero (1) es 30 a 200 mm, y en el que, cuando est· presente el tercer metal de aportaciÛn, el ancho W4 del primer metal de aportaciÛn (2) sobre la segunda superficie (1B) y el ancho W5 del tercer metal de aportaciÛn (3B) sobre la segunda superficie (1B) de la chapa de acero (1) satisfacen la siguiente ecuaciÛn <2>, y la profundidad (D2) desde la segunda superficie (1B) del tercer metal de aportaciÛn (3B) es 2,0 a 10,0 mm.",2010,B23K2103/04; Y10T 403/478; B23K  15/06; B23K2101/18; B23K  15/00; B23K  15/006; B23K  15/0006; F03D  13/25; Y10T 403/477; B23K  26/20; B23K2101/06
480193134,KR20160009475,Water recycling device using wind power,"The present invention relates to a device to recycle water using wind power. More specifically, disclosed is a technical field for a water recycling device using wind power capable of eco-friendly recycle water and obtain drinking water in the ocean or a water-deficient environment by storing electric energy in a battery using wind power generation; operating a circulation part using the stored electric energy; and purifying water after sucking, heating, and condensing water contained in air. The present invention comprises: an energy part; a circulation part; a heat exchange part; a storage part; and a humidity sensor. The present invention is able to be used in place where power is not separately supplied by generating and storing electric energy using wind power. The present invention is able to prevent a large amount of E. coli from being generated in recycled water and is able to be used during the winter when the outside air temperature is low by absorbing the outside air, absorbing water, evaporating the absorbed water, and condensing the water again. The present invention is able to generate eco-friendly drinking water by generating and storing electric energy using wind power and condensing water without a refrigerant.",2016,E03B   3/28; F03D   1/02; Y02A  20/109; B01D  53/00; Y02E  10/72
480258452,ES20170030175,"ESTRUCTURA MARITIMA PARA LA CIMENTACION POR GRAVEDAD DE EDIFICACIONES, INSTALACIONES Y AEROGENERADORES EN EL MEDIO MARINO","Estructura marÌtima para la cimentaciÛn por gravedad de edificaciones, instalaciones y aerogeneradores en el medio marino. La estructura presenta grandes ventajas para su construcciÛn, transporte, puesta en posiciÛn y operaciÛn, gracias a las novedades que introduce en su diseÒo frente a otros tipos existentes. Consta de una base con forma triangular equil·tera achaflanada, de altura suficiente para optimizar la navegabilidad, compuesta por una trama de paramentos verticales que forman celdas hexagonales o triangulares, que se cierran en sus extremos por una losa inferior y otra superior, y tres torres cerradas de secciÛn hexagonal regular o circular, situadas en sus vÈrtices. La estructura es remolcable con el aerogenerador, o superestructura que soporta, completamente instalada, con bajo calado inicial, gran estabilidad naval y baja resistencia al desplazamiento. Su proceso de fondeo se realiza mediante el lastrado por gravedad de sus celdas con agua de mar, sin necesidad de ning˙n medio adicional, ni embarcaciones auxiliares de grandes capacidades, ni de elementos de flotaciÛn ajenos a la estructura en sÌ. Puede ser ubicada como cimentaciÛn de gravedad desde los 20, hasta los 50 metros de profundidad, y para su desmantelamiento puede ser reflotada para su traslado Ìntegro de nuevo a puerto.",2017,E02B2017/0091; F03D  13/25; E02B  17/025; E02D  23/02; Y02B  10/30; E02D  27/425; E02D  27/06; E02D  27/52; Y02E  10/727
480348794,DK20100183789T,FremgangsmÂde til drift af en vindpark,NULL,2002,F03D   9/257; F05B2270/335; H02J   3/386; Y10T 307/724; F03D   7/04; F03D   9/255; F05B2270/1033; F05B2270/304; F03D   7/0272; F03D   7/048; H02P   9/00; F03D   7/0284; F05B2270/337; Y02B  10/30; F03D   7/02; Y02E  10/763; B63H   1/06; F03D   7/00; F03D   9/00; H02J   3/38; Y02E  10/723; Y02E  10/725
480386791,US201514974699,Wind turbine with improved safety features,"The wind turbine includes a wind driven turbine wheel rotatable about a central axis that has sail wings that catch the wind and rotate the turbine wheel. An anchor has its anchor line attached to the turbine wheel at its axis of rotation to prevent tilting the wind turbine in response to high wind conditions. A set of streamers attached to the spokes at one end and including a free end wherein the free end is disposed in a space defined between two adjacent spokes when the turbine wheel is rotating. A trolley removably and slidably attached to a main anchor line, a secondary anchor line attached to the trolley and a secondary anchor; and, a drop line removably attached to the secondary anchor configured to lower the anchor to the main anchor so that the trolley, secondary anchor line and secondary anchor is configured to provide an anchor support structure for the main anchor.",2015,F03D   1/06; F03D   1/0625; F03D   9/30; Y02E  10/727; B63B  35/44; F03D   9/25; F05B2240/95; Y02E  10/721; Y02E  10/725; F03D   9/00; F05B2240/221; B63B   1/121; B63B  21/50; F03D  13/25; F05B2220/706; F05B2240/33; F05B2240/93; B63B  22/00; B63B2035/446; H02K   7/183; F05B2220/30; H02K   7/18
480400493,FR20170000333,FLOTTEUR HYBRIDE D'EOLIENNE,"Ce flotteur hybride notamment d'Èolienne offshore, comportant au moins quatre colonnes en acier, dont une colonne centrale et trois colonnes extÈrieures raccordÈes ‡ la colonne centrale par des branches en forme de ponton en bÈton, est caractÈrisÈ en ce qu'il comporte des moyens (21) d'obturation et d'ÈtanchÈitÈ des colonnes par rapport aux branches en forme de ponton.",2017,B63B  35/44; F05B2240/93; B63B   5/20; B63B  75/00; B63B2001/128; B63B2035/446; B63B   1/107; F03D  13/25
480400495,FR20170000334,FLOTTEUR HYBRIDE D'EOLIENNE OFFSHORE,"Ce flotteur hybride (2) notamment d'Èolienne offshore (1), comportant au moins quatre colonnes en acier, dont une colonne centrale (3) et trois colonnes extÈrieures (4, 5, 6) raccordÈes ‡ la colonne centrale par des branches (7, 8) en forme de ponton en bÈton, est caractÈrisÈ en ce qu'il comporte, associÈes aux branches (7, 8) en forme de ponton, des brides en acier (11, 12, 13) sur lesquelles sont fixÈes les colonnes correspondantes (3, 4, 5).",2017,B63B  35/44; B63B  75/00; B63B2035/446; B63B   1/107; B63B2001/128; F05B2240/93; B63B   5/20; F03D  13/25
480400889,FR20170053697,FLOTTEUR SEMI-SUBMERSIBLE NOTAMMENT D'EOLIENNE,"Ce flotteur semi-submersible (2) notamment d'Èolienne offshore (1), comportant au moins quatre colonnes, dont une colonne centrale (3) et trois colonnes extÈrieures (4) raccordÈes ‡ la colonne centrale par des branches (7) en forme de ponton, les colonnes extÈrieures et les branches en forme de ponton comportant des ballasts (10), est caractÈrisÈ en ce que les ballasts (10) sont des ballasts ‡ remplissage par gravitÈ et ‡ vidange par air comprimÈ.",2017,B63B2001/123; F03D  13/25; B63B  35/44; B63B   1/107; B63B  11/04; F05B2240/93; B63B  39/03; B63B2035/446; B63B   5/20; B63B  75/00
480400891,FR20170053699,FLOTTEUR SEMI-SUBMERSIBLE NOTAMMENT D'EOLIENNE OFFSHORE,"Ce flotteur semi-submersible (2) notamment d'Èolienne offshore (1), comportant au moins quatre colonnes, dont une colonne centrale (3) et trois colonnes extÈrieures (4) raccordÈes ‡ la colonne centrale par des branches en forme de ponton (7), les colonnes extÈrieures et les branches en forme de ponton comportant des ballasts (10), est caractÈrisÈ en ce que les ballasts (10) des branches comportent une portion (12) s'Ètendant dans la colonne centrale (3).",2017,B63B  75/00; B63B2035/446; B63B   1/107; B63B  35/44; B63B  39/03; B63B2001/123; B63B  11/04; B63B   5/20; F03D  13/25
480445367,CN201621395086U,Marine type wind generating set cabin pressure boost dehydrating unit,"The utility model relates to a marine type wind generating set cabin pressure boost dehydrating unit, including setting up booster pump and heat exchanger, the PLC in the cover of cabin and being used for detecting the sensor that covers internal pressure, humidity signal in the collection cabin, the booster pump passes through gas transmission pipeline to be connected with heat exchanger, is provided with the aspiration channel in the side of booster pump, the air intake that sets up on port and the cabin cover outer wall that induced drafts of aspiration channel meets, is provided with the exhaust pipe in heat exchanger's side, the port setting of airing exhaust of exhaust pipe in cabin cover inside, is provided with in heat exchanger's bottom and accesss to the outside drainage pipe of cabin cover, and booster pump, heat exchanger, sensor are connected with PLC through the cable respectively. The utility model discloses both played the effect that increases cabin cover internal pressure, reduction air humidity, and cover internal pressure in cabin was greater than the external pressure this moment, the entering that can completely cut off outside humid air effectively prevents the erosion of salt fog to the interior spare part of cabin cover.",2016,F03D  80/80; F03D  17/00; Y02E  10/722; F03D  80/00
480472104,CA20152968898,A TURNING DEVICE FOR TURNING A FIRST MOULD PART FOR MANUFACTURING A WIND TURBINE BLADE PART RELATIVE TO A SECOND MOULD PART,"The device (10) comprises a base part (12), a rotational part (14) movable relative to the base part about a rotation axis (16), a first linear actuator (18) having a first end (19) and a second end (20), the first end being attached to the base part, the second end being attached to the rotational part at a first anchor point arranged on a first turning axis (21), and a second linear actuator (22a) having a first end (23) and a second end (24), the first end being attached to the base part, the second end being attached to the rotational part at a second anchor point arranged on a second turning axis (25). The first turning axis is arranged at a first distance from the rotation axis, and the second turning axis is arranged at a second distance from the rotation axis, the second distance being different from the first distance.",2015,B29C  33/28; F03D   1/06; Y02E  10/721; B29C  33/30; F03D  13/10; Y02P  70/523; B29C  65/48; B29C  65/80; B29L2031/085
480472829,CA20152916228,PRE-CAST CONCRETE FOUNDATION OF MODULAR CONSTRUCTION FOR TELECOMMUNICATION OR WIND TURBINE TOWER,"A modular foundation design for supporting a wind turbine or telecommunication tower, comprised of pre-cast concrete modules offering advantages of off-site manufacture and ease of transportation, but which deign is simple to construct. A base slab is provided comprised of sub-modules/base members arranged together in juxtaposed position which together provide a horizontal surface on which pre-cast pipe members may be stacked in end-to-end position to form a pedestal. Anchor rods extend through the pipe members into screw retainers in the base members, which rods serve to not only post-tension the pipe members and secure them together, but further advantageously serve to retain the base members together thereby assisting in distributing forces and loads applied to one sub- module/base member over the entire base slab. Coupling means to further couple the base members together may be added to better retain the base members together and still further improve distribution of forces.",2015,E02D  27/42; E02D  27/08; E02D  27/425; E02D2250/0046; E04H  12/22; E02D2600/40; E04H  12/34; E02D  27/016; E02D2200/1685
480502853,US201615009020,Pre-cast concrete foundation of modular construction for telecommunication or wind turbine tower,"A modular foundation design for supporting a wind turbine or telecommunication tower, comprised of pre-cast concrete modules offering advantages of off-site manufacture and ease of transportation, but which deign is simple to construct. A base slab is provided comprised of sub-modules/base members arranged together in juxtaposed position which together provide a horizontal surface on which pre-cast pipe members may be stacked in end-to-end position to form a pedestal. Anchor rods extend through the pipe members into screw retainers in the base members, which rods serve to not only post-tension the pipe members and secure them together, but further advantageously serve to retain the base members together thereby assisting in distributing forces and loads applied to one sub-module/base member over the entire base slab. Coupling means to further couple the base members together may be added to better retain the base members together and still further improve distribution of forces.",2016,E02D  27/00; E02D  27/42; E02D  27/016; E02D2250/0046; E02D2600/40; E02D2200/1685; E02D  27/01; E02D  27/425
480570658,CN201620857847U,Marine wind power basis collision avoidance system,"The utility model relates to a marine wind power basis collision avoidance system, including the circular foundation that is located the center, be located peripheral the overlapping in basis and be equipped with at least one rotation buffer stop along axial arrangement, rotate buffer stop and include the rotational system of footing rotation relatively, be located the rotational system periphery and be provided with the anticollision layer. The utility model discloses when the ship collision basis, rotational system around footing rotation is passed through in the meeting of anticollision layer, changes striking orientation and hull displacement direction in the twinkling of an eye, and messenger's boats and ships are followed the buffer stop outside and are slipped, avoid positive collision, reduce being used in the energy on the basis simultaneously, and crashproof layer clashes into the ability with buffer layer consumption part to reduce ship collision force, reduce the damage degree of basis and boats and ships.",2016,Y02A  30/36; E02B   3/26; E02D  27/44
480570744,CN201620857823U,Add marine wind power single pile basis that side direction supported,"The utility model relates to an add marine wind power single pile basis that side direction supported, including the steel pipe single pile of the lower extreme embedding middle and upper end position of sea bed on the sea level, the peripheral part of steel pipe single pile has linked firmly at least one deck, and every layer of at least one interval sets up follows radial outwardly directed side direction support frame. The utility model discloses the performance of the add marine wind power single pile basis that side direction supported make full use of upper strata soil body for the single pile provides horizontal direction and vertical support, has improved the vertical bearing ability of steel pipe single pile greatly, reduces foundation settlement, thereby reduce the pile body displacement, the buried depth of effectual reduction single pile, the long and wall thickness of stake makes material cost reduce, reduces time and cost that buried depth has also reduced the construction to improve economic benefits.",2016,E02D  27/42
480573964,CN201620857834U,Single pile anchored marine wind power foundation structure,"The utility model relates to a single pile anchored marine wind power foundation structure, including the steel pipe single pile of the lower extreme embedding middle and upper end position of sea bed on the sea level, a fan tower section of thick bamboo is installed to steel pipe single pile upper end, the portion was provided with the anchor assembly who builds in in the sea bed rock mass steel pipe single pile week, and anchor assembly's anchor head is fixed in on the steel pipe single pile. The utility model discloses single pile anchored marine wind power foundation structure carries out the anchor to the single pile, when the steel pipe single pile receives the exogenic action, anchor assembly transmits external force to among the rock mass of periphery, the ability of moment of flexure is resisted to the reinforcing structure, reduce the pile body displacement, improve the horizontal bearing performance of foundation pile, the stability of the pile body is whole is improved and security, reduce the dynamic response of foundation pile under the dynamic load effect, thereby reach and effectively reduce steel pipe single pile diameter, the mesh of thickness and length, but reduce project cost, and economic benefit can be improved as well.",2016,E02D  27/42
480574741,ES20130801867T,"Estructura de instalaciÛn y transporte flotante para instalaciÛn y transporte de una turbina eÛlica flotante, una turbina eÛlica flotante y un mÈtodo para instalaciÛn y transporte de la misma","Una estructura (2) de instalaciÛn y transporte flotante para instalaciÛn y transporte de una esencialmente turbina (1) eÛlica flotante erguida y totalmente ensamblada, en donde dicha estructura (2) de instalaciÛn y transporte comprende: medios (4) de aseguramiento para separar especialmente y asegurar temporalmente la estructura (2) de instalaciÛn y transporte flotante a la turbina (1) eÛlica flotante erguida de tal forma que la turbina (1) eÛlica flotante se estabilice y se pueda mover moviendo la estructura (2) de instalaciÛn y transporte, y un ·rea (8) de acomodaciÛn donde se pueda acomoda la turbina (1) eÛlica de tal forma que la estructura (2) de instalaciÛn y transporte flotante encierre al menos parcialmente la turbina (1) eÛlica flotante, caracterizado porque dicha estructura (2) de instalaciÛn y transporte comprende adem·s al menos una estructura de apertura - cierre o una estructura (10) de puerta similar para encerrar completamente de manera inversa el ·rea (8) de acomodaciÛn alrededor de la turbina (1) eÛlica flotante asegurada.",2013,E02D  27/50; B63B   1/107; B63B  21/50; B63B  35/003; B63B2001/128; B63B2021/505; B63B2035/446; E02B  17/02; F03D  13/22; Y02E  10/721; E02B2017/0039; E02B2017/0095; B63B  35/00; Y02B  10/30; E02B2017/0091; E02D  27/52; F05B2240/95; E02B  17/04; F03D  13/25; F05B2240/93; Y02E  10/727; B63B  35/44; E02B2017/0047
480642685,CN201611095530,Liftable offshore wind power generation pile protection device using image analysis and application method thereof,"The invention relates to a liftable offshore wind power generation pile protection device using image analysis. The protection device comprises a lifting tool, an expansion-retraction protection means, a protection means operating part and an abnormal object sensing part, wherein the lifting tool is installed on the peripheral surface of a pile and located above the sea surface, and rises and falls by means of a lifting means; the expansion-retraction protection means is installed on the lifting tool, absorbs impact, applied to the pile, of an abnormal object in an expansion state, and retracts after the abnormal object leaves; the protection means operating part receives an instruction from the abnormal object sensing part, and implements expansion-retraction operation to the expansion-retraction protection means; and the abnormal object sensing part monitors whether the abnormal object approaches the pile, and inputs a control signal to the protection means operating part when the abnormal object is judged to approach the pile. The expansion-retraction protection means is normally located above the sea surface under a normal condition, but declines to the sea surface and expands to absorb the impact of the abnormal object in emergency to protect the pile, and retracts and newly rises after the abnormal object leaves.",2016,F05B2240/95; F03D  13/25; Y02E  10/727
480672769,CN201710046301,Multi-energy complementary electric generation system,"The invention belongs to the technical field of electric generation, and relates to a multi-energy complementary electric generation system. The multi-energy complementary electric generation system solves the technical problem that an existing electric generation system is low in energy utilization rate and the like. The multi-energy complementary electric generation system comprises a supporting column which can be erected at the ocean floor, a lower cylinder is arranged on the supporting column, a water inlet cavity is formed in the lower cylinder, an upper cylinder is arranged at the upper end of the lower cylinder, an inner cavity is formed in the upper cylinder, a turbine generator is arranged in the middle of the inner cavity, a partition plate for dividing the inner cavity into an air inlet chamber and an air outlet chamber is arranged on the turbine generator, the upper end and the lower end of the air inlet chamber are provided with an upper air inlet valve and a lower air inlet valve correspondingly, and the upper end and the lower end of the air outlet chamber are provided with an upper air outlet valve and a lower air outlet valve correspondingly; a wind driven generator is arranged on the top of the supporting column, a solar cell panel is arranged on the outer cylinder wall of the lower cylinder, and the solar cell panel is connected with a solar generator. According to the system, the energy utilization rate is effectively improved, and multi-energy complementary electric generation can be achieved.",2017,Y02E  10/727; F03D   9/007; Y02E  10/725; F03B  13/24; F05B2240/95; F03D  13/25; H02S  10/10; F03D   9/25; H02S  10/12; Y02E  10/38; F03D   9/008
480678304,CN201710069391,Marine full-scale structural simulation wind power load test system,"The invention provides a marine full-scale structural simulation wind power load test system. The marine full-scale structural simulation wind power load test system comprises a concrete pile foundation, a bearing platform, a load-bearing structure, a loading system and a shear wall structure, wherein the concrete pile foundation, the bearing platform, the load-bearing structure, the loading system and the shear wall structure are arranged on the concrete pile foundation, the load-bearing structure is connected to a board which is arranged on the bearing platform through a flange, the shear wall structure is installed on a shear wall steely base, the shear wall steely base is connected to an embedded part which is arranged in the bearing platform through an embedded bolt, and the loading system is composed of loading devices which are uniformly arranged between the shear wall structure and the load-bearing structure, each loading device comprises a sucking cup which is connected to the surface of the load-bearing structure, a forcemeter which is connected to the sucking cup through a steel wire rope, and an adjustable retractor which is connected to the end of the forcemeter through the steel wire rope, wherein the end of the retractor is connected to an opening which is formed in the shear wall structure through the steel wire rope. The marine full-scale structural simulation wind power load test system can conduct simulation wind power loading on ship full-scale structures particularly composite material structures.",2017,G01M   9/06
480681746,CN201710023623,Vibration test method for offshore wind power generation tower single pile foundation rigidity,"The invention relates to a vibration test method for offshore wind power generation tower single pile foundation rigidity. The method comprises the steps that (1), the exciting force and frequency sweeping range of a double-cam vibration exciter are determined; (2), the symmetrical double-cam vibration exciter is fixed to the top of a pile, variable frequency excitation sweeping is conducted, acceleration response of the top of the pile is recorded, a spectrum is analyzed, and the resonance frequency omega1 is extracted; (3), an additional mass block is fixed to the top of the pile, the step (2) is repeated, and the resonance frequency omega2 of a structure when the top of the pile is provided with the additional mass block is extracted; (4) according to the extracted resonance frequencies measured in the step (2) and the step (3) twice, the bending rigidity and lateral rigidity of the single pile foundation structure are deduced; and (5), a static loading test is conducted in a wind field to be measured, the rigidity and bearing capacity of the pile are measured, the dynamic measured rigidity obtained in terms of the step (1) to the step (4) is corrected according to the static loading test rigidity when a horizontal load is at a designed value, and the rigidity of other foundations in the wind field is obtained by similar correcting through the vibration test method. The design is reasonable, operation is easy, and the test result is accurate and reliable.",2017,E02D  33/00
480686683,CN201611216699,Offshore wind power platform having rapid pile pulling function,"The invention relates to an offshore wind power platform having a rapid pile pulling function. The offshore wind power platform comprises a ship body, lifting mechanisms, cranes, a deck and pile fixing chambers. The deck is arranged at the top end of the ship body, the deck is square, the pile fixing chambers are arranged on the two sides of the deck, the lifting mechanisms are installed on the pile fixing chambers, and the cranes are installed at the top ends of the pile fixing chambers. Water spraying devices are installed around a pile shoe. The offshore wind power platform has the rapid pile pulling function, so platform installation and operation firmness and resistance are improved, the resistance of the pile fixing chambers and a pile leg to changeable environments such as undersea impact is improved, and the market prospect is considerable. By arranging the water spraying devices on the pile shoe, the pile shoe can scatter soil covering the pile shoe during pile pulling, the pile shoe is not subjected to entanglement of seabed soil during pulling, the pile shoe is directly pulled out of softened soil, and stability of the offshore platform is not affected.",2016,E02B  17/0809; E02B  17/00; E02B  17/08; E02B2017/0056; E02D   9/00
480731891,CN201710220667,"Single point mooring, energy self-supplying and deep sea anti-stormy breeding device","The invention discloses a single point mooring, energy self-supply and deep sea anti-stormy breeding device. The front end of a bow is provided with a deck mooring post, the bottom of the deck mooring post is fixedly arranged on a deck, the deck mooring post is fixed to the seabed, the top end of the deck mooring post is provided with a rotor capable of freely rotating, a rigid connecting piece is detachably connected to the deck mooring post and a mooring post, a ship body is provided with a first buoy, a second buoy and a third buoy, multiple spaces in a frame structure composed of the first buoy, the second buoy and the third buoy are breeding areas, the breeding areas are internally provided with breeding netting, and the ship body is provided with a solar generating device and multiple wind power generation systems. According to the single point mooring, energy self-supply and deep sea anti-stormy breeding device, a single point mooring system is adopted, a breeding ship is fixed in a certain sea area, can freely rotate around a mooring device, and has a good anti-stormy ability, before an extreme storm comes, the connection between the breeding ship and the mooring device is cut, the surviving ability of the breeding ship is ensured, and energy self-supply in deep and remote sea can be achieved.",2017,B63B2035/4453; Y02A  30/35; B63B  35/44; B63B2035/446; B63B  21/50
480760409,CN201621440512U,A wind generating set that is used for wind generating set's sealing device and includes it,"The utility model provides a wind generating set that is used for wind generating set's sealing device and includes it, sealing device includes: the connecting plate is fixed on wind generating set's the yawing brake dish or a tower section of thick bamboo, the connecting plate includes along the axially extended annular curb plate of a tower section of thick bamboo, the closing plate is fixed cover in wind generating set's cabin, the closing plate includes along the axially extended sealing side panel of a tower section of thick bamboo, the sealing ring, axial installation is in along a tower section of thick bamboo on the annular curb plate, and will sealing side panel holds in the accommodation space of sealing ring, perhaps the sealing ring holds on sealing side panel and with annular curb plate along tower section of thick bamboo axial installation among the accommodation space. According to the utility model discloses a sealing device of example embodiment can prevent that sealing device from damaging the japanning on tower section of thick bamboo surface, can realize installing steadily and reaching simultaneously satisfied sealed effect between closing plate and the sealing ring.",2016,F16J  15/10; F03D  80/00; Y02E  10/722
480762161,CN201621443057U,Marine wind power fortune dimension boats and ships,"The utility model provides a marine wind power fortune dimension boats and ships, include: hull (3), supporting mechanism (4) and set up hull (3) both sides and with hull (3) parallel arrangement's first lamellar body (1) and second lamellar body (2), wherein, supporting mechanism (4) are including first push rod (13) and second push rod (14), first push rod (13) and the one end of second push rod (14) is fixed in first lamellar body (1) and second lamellar body (2) respectively, and the other end is movably to be combined hull (3), first push rod (13) and the width direction that hull (3) can be followed in second push rod (14) removes and makes first lamellar body (1) and second lamellar body (2) are kept away from or are close to hull (3). The utility model provides a but marine wind power fortune dimension boats and ships can improve boats and ships operation sea situation scope to travelling comfort that can furthest improvement personnel take when satisfying boats and ships stability.",2016,B63B   1/10
480767628,NO20150001679,A platform arrangement for offshore energy exploitation,A platform arrangement (1) for offshore energy exploitation comprising an elongated structure (3) with a base portion (5) and a top portion (7). The base portion is adapted to be anchored in the seabed of the sea so that the elongated structure extends away from the seabed towards the surface of the sea. The top portion is adapted to hold process equipment (11) for said exploitation. The arrangement further comprises a plurality of pipes (12) for the operation of the exploitation extending from the base portion to the top portion of the structure. The structure comprises an outer casing (50) and an inner casing (52) arranged so that an outer space (54) is formed between the outer casing and the inner casing. The plurality of pipes are arranged so that they extend in said outer space from the base portion to the top portion of the structure.,2015,E02B  17/02; F03D  13/22; E02B  17/027; E02B2017/0065; E02B2017/0073; F03D  13/20; F03D  13/25; E02B2017/0091; E21B  43/00; E02D  27/00; Y02E  10/727; E02B2017/0078
480768721,CN201710050559,"Offshore garbage disposal, rescue and electricity generation integrated system","The invention discloses an offshore garbage disposal, rescue and electricity generation integrated system. The offshore garbage disposal, rescue and electricity generation integrated system comprises real-time monitoring equipment, wind power generation rotary blades, solar cell panels, eccentric rotary type electricity generation parts, air bin type electricity generation upper half parts, air bin type electricity generation low half parts, water snake type floating belt upper floating blocks, water snake type floating belt circuit connecting belts, fresh water collecting and supplying devices, miniature remote control lifeboat devices, garbage blocking nets, fixing anchor ropes and fixing anchor plates. Immediate emergency rescue of offshore drowning people is carried out by using a real-time monitoring system in cooperation with the intelligent remote control lifeboats. Clean renewable energy sources are produced by using sea wave energy, wind energy and solar energy on the ocean. Thus, multi-aspect, multifunctional and high-efficiency contributions to people are made.",2017,B63C   9/02; Y02E  10/72; C02F   1/04; F03B  13/24; F03B  13/00; F03D   9/007; F03D   9/11; C02F 103/08; F03B  13/14; Y02A  20/141; H02J   7/35; C02F   1/043; C02F   1/045; C02F2103/08; E02B  15/06; F03D   9/008; Y02E  10/38
480776782,CN201710286698,Water three-energy-combined power station,"The invention discloses a water three-energy-combined power station which comprises a plurality of power generation units. The multiple power generation units are connected through connecting rods, and each power generation unit comprises a floating bin, a wind power generating device, a water flow power generating device and a wave energy power generating device; each floating bin is internally provided with a power generator and an accelerator, a transmission shaft of each power generator is connected with the corresponding accelerator, a transmission shaft of each accelerator is provided with a driven gear, and a base is arranged at the position adjacent to each accelerator; and each wind power generating device, the corresponding water flow power generating device and the corresponding wave energy power generating device share one floating bin. The water three-energy-combined power station is novel in structure and low in constructing cost, the green power using rate is increased, and the environment contamination rate is reduced.",2017,F03D  13/25; Y02E  10/722; Y02E  10/727; F03B  13/00; Y02E  10/725; F03B  13/20; F03D  15/10; F05B2220/706; F05B2260/4031; F03D   9/25; F03D   9/008; Y02E  10/38
480778144,CN201710244462,Hoisting component moving device and marine wind generator unit hoisting technology employing hoisting component moving device,"The invention provides a hoisting component moving device and a marine wind generator unit hoisting technology employing the hoisting component moving device. The hoisting component moving device is arranged at the top end of a hoisting derrick mast and is used for moving hoisting components. The hoisting component moving device comprises a fixing beam arranged at the hoisting derrick mast, hydraulic oil cylinders, and connecting components used to connect the hoisting components; the connecting components are connected with the fixing beam in a sleeving manner, and can slide along the fixing beam to drive the hoisting components to move; and one end of each hydraulic oil cylinder is fixedly connected with the fixing beam, and the other ends of the hydraulic oil cylinders are fixedly connected with the connecting components, so as to drive the connecting components to slide relative to the fixing beam. The hoisting component moving device can transversely move the hoisting components simply, quickly and precisely, and is simple to operate and high in hoisting efficiency.",2017,F03D  13/20; B66C  23/52; Y02E  10/727
480778224,CN201710249851,Deep-sea electricity self-generating buoy,"The invention provides a deep-sea electricity self-generating buoy, belongs to the technical field of buoy devices. The deep-sea electricity self-generating buoy comprises a mother ship, a cable and a buoy, the mother ship is provided with a solar energy and wind power generation device and conducts power connections and signal connections through the cable and the buoy at the sea bottom, the buoy is a spherical structure, the internal part of the buoy is divided into a big cavity and a small cavity, the small cavity is arranged at the bottom of the buoy, a pressure resistance wall is arranged between the big cavity and the small cavity, a hydraulic power generating device and an emergency storage battery are arranged inside the small cavity, the outlet pipe of the hydraulic power generating device is connected with the big cavity. The deep-sea electricity self-generating buoy has the beneficial effects that the buoy is simple in structure, clever in design, low in cost and easy to use, the deep sea water hydraulic energy and the solar and wind power are used to maintain the proper functioning of the buoy, and the arrangement of a water surface device makes it easy to recycle, easy to use and can be used for observations for a long time, meanwhile the buoy can be applied to other fields, and is easy to promote and use.",2017,B63B2022/006; B63B  22/00
480792493,CN201710101374,Water conservancy wind power generation device,"The invention relates to a water conservancy wind power generation device. A small size hydraulic power generating device is arranged at the lower portion of a small size wind power generator set, the device is transformed, cooperation between a small size underwater power generation component and a wind power generation component is studied, a connecting gear is transformed, hydraulic power generating can be achieved through the device while wind power generation is carried out, the device can be arranged on a common river route, and high utilization of resources is achieved.",2017,C22C  38/02; C22C  38/44; F03D  13/25; F05B2260/4031; C08L   7/00; C08L  23/22; C21D   6/004; F03D  15/00; C08L  91/06; C21D   6/04; C22C  38/42; C08K   3/04; C08K   3/22; C22C  38/04; F03B  13/00; F03D   9/11; C08L2205/035; C22C  38/005; F05B2260/4022; Y02E  10/226; Y02E  10/722; Y02E  10/727; C08L  63/00; C08L  71/02; C21D   6/005; C21D   6/008; F03B  11/00; F03D   9/008; F03D   9/25; Y02E  10/725
480816708,CN201710113676,Offshore wind power multi-bucket foundation backpack installation vessel and one-step construction method thereof,"The invention belongs to the technical field of marine ships and discloses an offshore wind power multi-bucket foundation backpack installation vessel and a one-step construction method thereof. The vessel comprises a vessel body, a full slewing crane, an anticollision device, a locking and clamping device, a fine-tuning and righting device, an anchoring and positioning device and a control driving cab; the shipment of multi-bucket foundation and sinking crane operation are provided by the full slewing crane, the multi-bucket foundation is connected with the vessel body by the locking and clamping device, the vessel is protected by the anticollision device, leveling is carried out by the fine-tuning and righting device to ensure the structure stability in the transportation and sinking process, the vessel body is positioned by the anchoring and positioning device, and both driving regulation and comprehensive regulation are carried out by the control driving cab. According to the offshore wind power multi-bucket foundation backpack installation vessel and the one-step construction method thereof, the buoyancy force of the multi-bucket foundation is used, the functions of installation, towing, positioning, leveling, sinking and the like can be achieved, the efficiency of lading is improved, the installation cost is reduced, and the vessel is hardly influenced by sea conditions; not only is the longer construction period of split type installation shortened, but also a traditional integrated large-scale transportation device is avoided, the construction difficulty is reduced, and the construction process is simplified.",2017,B63B  21/50; B63B  27/10; B63B  35/00
480826510,CN201710113662,Maritime four-cylindrical-foundation type wind-power complete machine installation vessel and one-step type construction method thereof,"The invention belongs to the technical field of ocean vessels, and discloses a maritime four-cylindrical-foundation type wind-power complete machine installation vessel and a one-step type construction method thereof. The installation vessel comprises a hull, a tower, hoisting equipment, a locking, fixing and holding device, a fine adjustment and righting device, an anti-collision device, an anchor casting positioning device and a control driving cab; three-direction constraint of four cylindrical bases and buoyancy are achieved through the hull, and buoyancy is transmitted; hoisting operation during sinking and leveling is conducted through the tower and the hoisting equipment; the four cylindrical bases and a fan tower drum are connected with the hull through the locking, fixing and holding device so that the buoyancy transmitting effect can be achieved; the hull is protected by the anti-collision device; the fine adjustment and righting device is used for leveling and ensuring the structure stability; the anchor casting positioning device is used for positioning the hull; and the control driving cab has the functions of both driving and comprehensive regulation. According to the maritime four-cylindrical-foundation type wind-power complete machine installation vessel and the one-step type construction method thereof, the functions of one-step installation, towing, positioning, leveling, immersion and the like can be achieved, the machine installation efficiency is improved, the installation cost is reduced, and the sea condition influence is small; and the long construction period of a split type installation mode is shortened, the construction difficulty is lowered, and the construction process is simplified.",2017,B63B  35/00; Y02E  10/72; F03D  13/10; F03D  13/40
480883906,PL20120720580T,"SYSTEM FOR CONVERTING WIND ENERGY INTO ELECTRICAL ENERGY THROUGH THE FLIGHT OF POWER WING PROFILES TETHERED TO THE GROUND BY CABLES OF A FIXED LENGTH, WITHOUT PASSIVE PHASES, AND WITH AUTOMATIC ADAPTATION TO WIND CONDITIONS",NULL,2012,F03D   5/02; Y02E  10/727; F05B2240/941; F05B2240/95; Y02E  10/721; F03D   9/25; F05B2240/94; F05B2240/311; F05B2240/93; F03D  13/20; Y02E  10/70; Y02E  10/725
480883982,PL20120779020T,PROCESS FOR INSTALLING AN OFFSHORE TOWER,NULL,2012,F03D  13/25; E02B  17/08; E02B2017/0047; Y02P  70/523; E02B  17/00; E02B  17/025; E02B2017/0039; E02B2017/0082; F03D  13/20; E02B  17/0004; E02B  17/02; E02B2017/0091; F05B2240/95; E02B  17/027; F03D   1/00; Y02E  10/727; E02B2017/0065; F03D  13/10
480895616,CN201621338416U,Tripod marine wind power energy storage platform structure,"The utility model provides a tripod marine wind power energy storage platform structure, is the platform structure that can place bulky energy storage battery. Constitute by linkage segment, steel -pipe pile, steel platform, connecting rod and railing, three installations of steel -pipe pile are fixed and are formed an equilateral triangle at the sea bed, the linkage segment is arranged in triangle -shaped centre of form department, the connecting rod divide into two -layerly, and three lower floors are connected linkage segment and three steel -pipe piles, the upper strata is the six roots of sensation, wherein is connected linkage segment and three steel -pipe piles for three, connects the steel -pipe pile between two liang for other three, upper strata connecting rod upper portion is equipped with the steel platform, and the peripheral welding of steel platform has the railing. The beneficial effects are that: the structural feature on this structure make full use of tripod basis can provide very big energy storage battery and place the space to can reduce the miniaturized degree of difficulty of high energy storage of battery. The construction cost of energy storage structure had both been saved to the structural feature on its tripod basis, had good economic nature, improved structure overall stability again.",2016,E02D  27/44; H02J   7/32
480925913,ES20120727422T,Cubierta de aterrizaje de helicÛptero,"Montaje que comprende una gÛndola (101), en la gÛndola (101) se aloja una turbina (103) que posee solamente 2 palas (104); y una plataforma de levantamiento (heli-hoist platform) (102) integrada en la estructura de la gÛndola (101) para que la plataforma de levantamiento (102) constituya por lo menos una porciÛn del techo de la gÛndola (101) en la cual: La plataforma de levantamiento (102) es configurada para el despegue y el aterrizaje de un helicÛptero apto para el transporte de personal; y dicha porciÛn del techo de la gÛndola (101) est· constituida por aquella porciÛn de la plataforma de levantamiento (102) que est· configurada de modo operable para el despegue y al aterrizaje de dicho helicÛptero.",2012,F03D  80/00; Y02E  10/727; E01F   3/00; F03D   1/00; F03D  80/50; F05B2240/14; Y02E  10/721; Y02E  10/726; F03D  13/40; Y02B  10/30; F05B2240/95
480967432,CA20152970942,PULSED LOCOMOTOR,"A Pulsed Locomotor (120), for propelling media, fluids and crafts, in fluids and on land, comprising a blade (124) securely connected to a drive shaft (122). Upon reciprocation, the ambient medium is forced towards the trailing edge of the blade (124) thereby causing a reactive locomotion of the apparatus, substantially along the plane of the blade. Apparatus is secured to motor M by fastening through aperture (130). The apparatus can be operated directly by motor M, and indirectly by the reaction momentum imparted to a supporting platform P. Thrust is directed by steering handle (128) about a bearing (126), rotatably coupling to platform P and base C. Lubricant L is supplied to outlets (134) via conduit (136) and inlet (132), to coat the apparatus with a lubricant cavity, for drag reduction. The blade (124) planes along a figure 8 reciprocation path s1e1s2e2s1. Crafts are embodied.",2015,B60F   3/0007; F03B  17/06; F05B2210/16; Y02E  10/721; Y02T  70/5254; B63H   1/32; B64C  29/0008; B64D  27/00; F05B2240/311; B63H   1/36; Y02E  10/70; B64C  11/325; F05B2220/90; Y02E  10/28; B64C  25/32; F03B  13/14; Y02E  10/38; B63H   3/008; F03D   5/06; B63H   1/30; F03B  13/20; F05B2240/931
480967442,CN201610865257,Life cycle-based cost calculation method for current collection system of offshore wind plant,"The invention relates to a life cycle-based cost calculation method for a current collection system of an offshore wind plant. The life cycle-based cost calculation method comprises the following steps of 1) establishing a life cycle cost calculation model of the current collection system of the offshore wind plant; and 2) obtaining a minimum present value of the life cycle total cost of the current collection system of the offshore wind plant according to the life cycle cost calculation model of the current collection system of the offshore wind plant, and then obtaining a topological structure of the current collection system with the lowest cost in the whole life cycle according to the minimum present value. Compared with the prior art, the life cycle-based cost calculation method has the advantages of combination with the life cycle, accurate calculation, comprehensive consideration, and the like.",2016,H02J   3/386; H02J2203/20; H02J   3/38
481021547,US201515313753,"Floating wind turbine with a floating foundation, and method for installation of such a wind turbine","A floating downwind turbine comprising: a floating foundation; a tower which is rotationally fixed on the floating foundation; an energy conversion unit which is mounted on the tower, comprises a rotor and is rotationally fixedly connected to the tower; and at least one tensioning element which connects the tower or the energy conversion unit to the foundation in the upwind direction, the foundation having three legs, one leg of which is longer than the other two legs, the legs being interconnected in a Y shape and the tower, being arranged on the foundation in the connecting region of the legs, and the longest leg extending in the upwind direction and being connected to the tower or to the energy conversion unit by the tensioning element.",2015,F03D   1/06; F03D  13/22; Y02E  10/721; B63B  21/26; F03D  13/20; F03D  13/25; Y02E  10/727; B63B  21/20; B63B   1/12; B63B2021/203; F05B2230/60; B63B2035/446; F05B2240/95; Y02P  70/523; B63B  21/50; B63B2001/128; F03D   1/0675; F03D  13/10; B63B   1/125; B63B  35/44; F05B2240/93
481078350,DK20090733723T,"PELAGISK, B∆REDYGTIGT ENERGISYSTEM",NULL,2009,F05B2250/411; F03B  17/06; F03B  17/061; F03D   9/00; F03D  13/25; F05B2240/40; F03D   9/25; F05B2210/18; F05B2240/95; H02S  10/12; Y02E  10/725; F03B  13/10; Y02E  10/28; F03D   1/025; Y02E  10/22; Y02E  10/727; F03D   9/007; F05B2240/97
481078573,DK20090006677T,Signalindretning til offshore vindpark,NULL,2009,F03D  80/10; F03D   9/00; F03D  80/00; F05B2270/404; Y02E  10/72; F05B2240/96
481089671,CN201621160053U,High platform post back taper basis,"The utility model discloses a high platform post back taper basis, it is including the shape of falling truncated cone basis, toper foundation ditch, plain concrete bed course and rubber grained layer, the shape of falling truncated cone basis is that reinforced concrete is cast -in -place, including high platform post and the shape of falling truncated cone base, lay vertical prefabricated high strength stock inside the high platform post, the bottom of high strength stock extends to the basic position of the shape of falling truncated cone always, and the stock top exceeds the high platform abacus to the anchor is in a wind power tower section of thick bamboo, the rubber grained layer is laid along the basic skew wall of toper to spread one deck plain concrete bed course at the bottom of foundation. The utility model discloses use junked tire rubber granule, realized salvaging, cushioned basic lateral wall atress after laying the rubber grained layer simultaneously, improved anti -seismic performance, increased the basal level side ability of moving simultaneously for the basis had both been improved the anti power of level and had also been improved basic stability just as ' tumbler '.",2016,E02D  27/42
481097110,CN201621437088U,High strength prestressing force screw assembly of displaceable,"The utility model discloses a high strength prestressing force screw assembly of displaceable, including the screw rod, the position that the screw rod is close to the position of lower extreme and is close to the upper end is equipped with screw thread portion respectively, is equipped with fastening nut on being close to the screw thread portion of upper end, is equipped with the anchor slab ring on being close to the screw thread portion of lower extreme, and the upper end of screw rod is equipped with hexagonal head, and the lower extreme of screw rod is equipped with nose cone or round platform head. The downthehole wall of anchor slab ring is equipped with T type screw thread or light wall, and the inclination of the nose cone of screw rod lower extreme or the lateral wall of round platform head is more than or equal to 30, and the hexagonal head's of screw rod upper end diagonal angle length 3 little~5mm of screw rod diameter sets up a through -hole at hexagonal head's a set of opposite side, is screw thread portion equipped with 40 with the screw rod middle part anticorrosive grease is scribbled to 50mm's transition zone, screw rod surface, and the middle part cover of screw rod has a PE pipe, the both ends cover of screw rod has PVC protective sheath cap. Have high strength, difficult fracture, toughness elasticity is good, and advantages such as convenient replacement are applicable to all wind turbine foundation forms to satisfy the anchor screw rod appear quality problems can not normal use and the not fracture condition under the replacement.",2016,E02D  27/42
481119214,FR20170053039,FLOTTEUR PAR EXEMPLE D'EOLIENNE OFFSHORE,"L'invention concerne un flotteur (2) notamment d'Èolienne offshore (1), comportant au moins quatre colonnes (3, 4, 5, 6), dont une colonne centrale (3) et trois colonnes extÈrieures (4, 5, 6), raccordÈes ‡ la colonne centrale par des branches en forme de ponton (8, 9, 10) rÈalisÈes en bÈton et munies de nappes de c‚bles de post-contrainte (11, 12, 13, 14, 15, 16), caractÈrisÈ en ce que les c‚bles des nappes (11, 12, 13, 14, 15, 16) prÈsentent des extrÈmitÈs d'ancrage munies de moyens d'ancrage noyÈs dans des parties en saillie correspondantes de ces branches.",2017,B63B   1/107; F03D  13/25; B63B2001/128; B63B2035/446; B63B   5/20; B63B  75/00; F05B2240/93; B63B  35/44
481162630,TW20165219636U,Offshore wind farm construction assistance system,NULL,2016,F03D  13/00; Y02E  10/72
481192175,CN201621447901U,Ocean environment monitoring buoy,"The utility model discloses an ocean environment monitoring buoy, including the buoy body, the top of buoy body is provided with bracing piece no. 1, the top of bracing piece no. 1 is provided with the satellite receiver, the both sides of a bracing piece upper end are provided with a plurality of windmills, be provided with wind direction sensor and air velocity transducer on the windmill, the inside on buoy body upper portion is provided with solar cell panel, the inside of buoy body is provided with accumulator plate, the panel, the concentrator, control center, the driving machine, the GPS locator, message sink and information processor, the lower part branch of buoy body is provided with a plurality of screws, the lower extreme of buoy body is provided with bracing piece no. 2, be provided with the multirow connecting block on the bracing piece no. 2, the inside of connecting block is provided with distance sensor, be provided with water temperature sensor or water oxygen content sensor on the connecting block. The utility model discloses the lower part branch of buoy body is provided with a plurality of screws, when carrying out data acquisition, reduces the stormy waves to the effect of buoy, and then reaches the effect that reduces the error.",2016,B63B  22/00
481199671,CN201621114204U,Large -tonnage marine wind power mounting platform,"The utility model relates to a large -tonnage marine wind power mounting platform, including hull, elevating system, loop wheel machine, deck and solid stake room, the deck set up in the top of hull, the deck is square setting, gu the stake room set up in on the both sides on deck, elevating system install in gu on the stake room, elevating system includes elevating gear, gu fixed ring liang, spud leg and shoe, the spud leg cover insert in gu in the fixed ring roof beam, elevating gear install in gu fixed ring liang is last, the shoe set up in the lower extreme of spud leg, the spud leg install in gu the bottom of stake room, the loop wheel machine install in gu the top of stake room, this platform collects marine wind power equipment transportation, pile, installation, debugging and maintains that operation etc. Is multi -functional in an organic whole, has that construction cost is low, the reliability is high, bearing capacity is big, the maintenance cost is low and advantage such as operating condition strong adaptability, and market prospect is considerable.",2016,B63B  35/44
481211053,UAA201503989,????????????? ????? ??????,"????????????? ????? ?????????? ?????? ???????????????, ??????? ??????????? ??????? ??? ?????????????, ???????????, ??????? ???????, ???????????? ? ????????? ????????. ????? ??????? ?????????? ??? ??????????? ??????, ??? ??????????? ???????? ??? ????????? ??????. ?????? ???????? ??????? ???????? ???????????? ?????? ?? ???? ?????????? ??? ????????? ??????. ?????? ?????? ???????? ???????????? ?????? ?????? ???????? ??? ??????? ??????, ??? ????????? ?? ??? ???? ?????????, ? ???????? ?? ???? ?????? ???? ?????? ? ???????? ? ???????? ?? ???????? ??????? ???????? ???????? ???????????? ??????, ? ???? ?'?????? ??? ?????. ??????? ???? ?????? ?????? ??'?????? ?? ??????????????? ?????????, ???????????? ??????? ???????? ??????? ???????? ???????????? ??????, ?????? ????? ?????? ??????? ??? ??????? ??????? ?????? ?? ???? ??????.",2015,B63H  11/12; Y02E  10/721; Y02E  10/223; B64C  11/16; F04D  29/26; F03B   3/12; F03D   1/06
481211099,UAA201608784,??????? ????????????? ????????? ? ????????????? ??? ???????????? ???????????? ????? ??????,"??????? ????????????? ????????? ? ????????????? ??? ???????????? ???????????? ????? ?????? ??????? ????? ????????????????, ???????? ? ??????? ??????? ?????????????? ????? ??????????, ?? ??????? ??????? ?????, ????????? ? ??????? ??????? ????????? ???????, ???????????? ??? ????? ? ??????????? ?? ??????? ??????? ?? ????????? ???????? ???????????? ????, ????????? ? ??????? ???????, ??????????? ? ?????????. ????? ??????????? ?? ????????? ??????? ?? ??????????? ????? ???, ?? ????? ????????? ??? ??????? ?????????? ?????????? ?????, ??????? ???? ?????????? ?????? ???????, ? ???? - ??????? ???, ????????? ????? ????????. ????????? ? ????????? ?????????? ???? ??????????? ?? ?????? ?????? ?? ???????? ???? ??? ????? ? ????????? ?????????? ??????, ??????? ????? ????? ??????????? ? ???? ????. ????????? ? ????????? ??????? ????, ?? ??????????? ?? ?????? ?????, ?????????????. ?????? ?????????????? ????????? ??? ???????? ???????. ???????????????? ??????? ??????? ???????? ??????? ??????????????? ????? ?????????, ???? ??? ?? ????? 3-? ???????. ?????? ?????? ??????????? ?? ?????????????? ????, ?? ?'????? ????? ? ????????? ???????????, ???? ????????? ? ??????? ??????? ??????? ????, ?? ??????????? ?? ?????, ??? ????? ??????????? ?????? ??????, ??????? ?????? ????? ??? ????? ?????????? ?????, ? ????? ???????? ? ??????? ??????. ??????? ??????? ?????????? ??????????? ??? ????? ?? ???????? ?????????. ????????? ?????? ?????? ?????? ???????? ?? ???????? ???? ? ??? ????????? ?????. ? ???????? ??????? ?????? ?????? ?????? ??????????????? ?? ?????? ??????? ????????? ????????? ????????????, ???????? ? ??????? ???????????? ????????? ????????? ??????.",2016,F03B  13/00; F03D   3/02; F03D  13/25; Y02E  10/74; F03D   9/34; Y02E  10/727; F03D   9/20
481259589,US201415326245,"Method of constructing an offshore structure, and offshore structure","An offshore structure is separated into an upper structure and a lower structure. Part or whole of the lower structure is kept in an upright standing state in water. The upper structure is moved to above the lower structure kept in the upright standing state. A uniting step includes one or both of raising the lower structure to arrange the lower structure on a lower side of the upper structure and lowering the upper structure to arrange the upper structure on an upper side of the lower structure by submerging part of a carrier vessel on which the upper structure is mounted while being held by a pair of arm-shaped structures of the carrier vessel and integrating the lower structure with the upper structure. In this way, an offshore structure is moored safely at an offshore installation site without using a crane vessel.",2014,B63B  35/00; B63B  21/50; B63B  22/20; B63B  27/36; B63B2207/02; F03D   9/00; B63B   9/06; B63B  35/44; B63B2021/505; B63B2035/446; B63B  21/20; B63B  21/502; Y02P  70/523; B63B  35/003; B63B  75/00; B63B  27/08; B63B2021/203; Y02E  10/722; Y02E  10/727; F03D  13/25
481282118,KR20150173692,DECK ELEVATE DEVICE FOR FLOATING STRUCTURE,"??? ???? ?? ????? ????. ? ??? ?? ?? ?? ??? ???? ?? ????? ??? ??? ???? ???? ??? ???? ?????? ???? ??, ??? ?? ?? ???? ???? ??, ??? ????? ???? ? ??? ?? ?? ????? ????? ???? ??? ? ??.",2015,Y02E  10/727; E02B  17/08; B63B  35/44; E02B  17/06
481288968,KR20150183257,WIND POWER GENERATION SYSTEM FOR MARINE,"? ??? ???? ?? ??? ?? ?? ???? ???? ????, ??? ?? ???? ??? ? ??, ???? ???? ???? ???? ??? ?? ??? ????? ???? ??? ? ?? ???? ?? ???? ??? ? ??? ????, ?? ???? ???? ???? ?? ???? ???? ???? ????, ?? ????? ??????? ??? ????? ?? ??? ????? ??? ? ??.",2015,F03D   9/00; Y02E  10/74; F03D   3/00; F03D   3/06; G01P   5/00; G06F  17/10
481300252,PT20140728434T,TILT DAMPING OF A FLOATING WIND TURBINE,NULL,2014,F03D   7/02; F03D  80/80; Y02E  10/723; Y02E  10/725; F03D  13/20; F03D   1/06; Y02E  10/721; F03D   7/0296; F03D   9/25; F03D   7/0224; F03D   7/043; F05B2240/93; F03D  17/00
481304456,PT20120779020T,PROCESS FOR INSTALLING AN OFFSHORE TOWER,NULL,2012,E02B  17/02; E02B  17/027; E02B2017/0047; E02B2017/0065; F03D  13/10; Y02E  10/727; E02B  17/00; E02B2017/0039; E02B  17/08; E02B2017/0091; F05B2240/95; Y02P  70/523; E02B  17/025; E02B2017/0082; E02B  17/0004; F03D   1/00; F03D  13/20; F03D  13/25
481304730,PT20130801867T,"FLOATABLE TRANSPORTATION AND INSTALLATION STRUCTURE FOR TRANSPORTATION AND INSTALLATION OF A FLOATING WIND TURBINE, A FLOATING WIND TURBINE AND METHOD FOR TRANSPORTATION AND INSTALLATION OF THE SAME",NULL,2013,B63B  35/003; B63B2001/128; B63B2021/505; B63B2035/446; E02B  17/02; F03D  13/22; E02D  27/50; E02B2017/0039; E02B2017/0091; E02B2017/0095; F05B2240/95; F03D  13/25; B63B  35/00; E02B2017/0047; Y02B  10/30; B63B   1/107; B63B  21/50; B63B  35/44; F05B2240/93; Y02E  10/727; E02B  17/04; E02D  27/52; Y02E  10/721
481331895,CN201621079825U,Strengthen anchor type wind turbine foundation ring,"The utility model provides a strengthen anchor type wind turbine foundation ring, includes steel foundation ring (1), divides anchor steel member (2) of laying on steel foundation ring (1) annular surface, the coating is in anticorrosion coating (3) on steel foundation ring (1) annular surface, wherein anticorrosion coating (3) coating is at the internal and external surface of steel foundation ring (1). The utility model discloses can realize the firm connection between reinforced concrete wind turbine foundation is rather than inside steel foundation ring, prevent under circulation loading that the interface that often appears throws off the problem between wind turbine foundation and the foundation ring, improve the reliability of wind turbine foundation ring, strengthen fan operation's stability and security.",2016,E02D  27/42
481337590,CN201621243419U,Energy -saving sterilization outdoor cabinet,"The utility model discloses an energy -saving sterilization outdoor cabinet, the intelligent cabinet temperature adjusting device comprises a cabinet body, the inside left side of the cabinet body is equipped with perpendicular baffle, the left side of the cabinet body is equipped with and is used for carrying out the left cabinet door that seals to erecting baffle left side space, the right side of the cabinet body is equipped with and is used for carrying out the right cabinet door that seals to erecting baffle right side space, the top of the cabinet body is equipped with the roof, the top cooperation of roof is equipped with solar cell panel, solar cell panel's intermediate position still is equipped with wind power generation assembly, the outer lane of roof still is equipped with dash board, the middle part of erecting the baffle is equipped with a plurality of fresh air inlets, the left side of erecting the baffle is equipped with inlet wind cover on each fresh air inlet, inlet wind cover's middle part is equipped with the ventilation pipe, the other end of ventilation pipe is connected on cold and hot fan.",2016,H02B   1/56; H02B   1/28; H02S  10/12; H02B   1/30
481349608,CN201621478671U,Gear box and integrated design transmission structure of generator,"The utility model discloses a gear box and integrated design transmission structure of generator, including the gear box, gear box and generator are through the first connecting piece structure that links into an integrated entity, set up planetary gear train in the gear box, the meshing of planetary gear train and sun gear one end, the sun gear other end passes the drive shaft of generator, and the coupling joint, the drive shaft fixed connection of shaft coupling and generator. The utility model is used for the integrated design of gear box and generator, this integration design transmission structure has characteristics such as compact structure, driving chain total length weak point, light in weight and reliability height. The utility model discloses a be provided with the shaft coupling among the transmission structure, can effectively solve overload protection and the shaft current influence of gear box, can compensated generator with the floating quantity of the gear box error of centralization and gear box sun gear.",2016,Y02E  10/722; F03D  15/10; F16D   1/033
481383108,DE201610200800,Offshorebauwerk,"Ein Offshorebauwerk (6, 7) mit einem elektrischen Ger‰t (1), welches ein mit einer Isolierfl¸ssigkeit (1.5) gef¸lltes Geh‰use (1.1) umfasst, weiter umfassend ein Ausdehnungsgef‰flsystem, dessen Innenvolumen einen Bereich mit Isolierfl¸ssigkeit (3) und ein Gaspolster (4) umfasst, wobei Geh‰use (1.1), Rohrleitung (5, 5.1, 5.5) und Ausdehnungsgef‰flsystem eine druckfeste, hermetisch abgeschlossene Einheit bilden, soll eine besonders einfache Konstruktion ermˆglichen. Dazu ist zumindest ein Teil des Gaspolsters (4) unterhalb des Meeresspiegels (11) angeordnet.",2016,F03D  80/60; H02B   1/56; Y02B  10/30; H02B   7/06; E02B  17/00; F03D   9/00; F03D  13/25; F03D  80/82; H02B   1/28; H01F  27/14; H02B   1/46; Y02E  10/727; F03D   9/30; E02B2017/0091
481448839,ES20090733723T,Sistema de energÌa sostenible pel·gico,"Un sistema de energÌa sostenible para despliegue pel·gico, que comprende: un bastidor (4) que comprende una porciÛn superior y una base (10), en donde dicha base (10) est· configurada para fijar el bastidor (4) a un fondo de un cuerpo de agua; al menos un generador de turbina eÛlica (1), estando dicho al menos un generador de turbina eÛlica (1) acoplado a dicho bastidor (4); al menos un par de generadores de turbina hidr·ulica (6), estando dichos al menos un par de generadores de turbina hidr·ulica (6) acoplados a dicho bastidor (4); y una articulaciÛn giratoria (7) dispuesta entre dicha porciÛn superior y dicha base (10); comprendiendo el sistema, adem·s: una segunda articulaciÛn giratoria dispuesta en dicha porciÛn superior, en donde dicha porciÛn superior comprende una primera porciÛn y una segunda porciÛn, en donde dicha primera porciÛn est· m·s cerca de dicha base (10) que dicha segunda porciÛn; y un sistema de control posicional dispuesto en dicho bastidor; en el que dicho al menos un generador de turbina eÛlica (1) est· acoplado a dicha segunda porciÛn; en el que dichos al menos un par de generadores de turbina hidr·ulica (6) est·n acoplados a dicha primera porciÛn; en el que dicho sistema de control posicional comprende al menos un controlador maestro, al menos un dispositivo de detecciÛn capaz de detectar la direcciÛn del viento y la direcciÛn del agua, y al menos un controlador de posiciÛn (8); en el que el controlador maestro est· configurado para determinar cÛmo el al menos un generador de turbina eÛlica (1) deberÌa estar colocado bas·ndose en la direcciÛn del viento detectada, y el al menos un controlador de posiciÛn (8) est· configurado para ajustar la posiciÛn del al menos un generador de turbina eÛlica (1) bas·ndose en la direcciÛn del viento detectada; y en el que el controlador maestro est· configurado para determinar cÛmo los al menos un par de generadores de turbina hidr·ulica (6) deberÌan estar colocados bas·ndose en la direcciÛn del agua detectada, y el al menos un controlador de posiciÛn (8) est· configurado para ajustar la posiciÛn de los al menos un par de generadores de turbina hidr·ulica (6) bas·ndose la direcciÛn del agua detectada.",2009,Y02E  10/28; Y02E  10/727; F03B  17/061; F03D   9/007; Y02E  10/725; F03D   9/25; F05B2210/18; H02S  10/12; Y02E  10/22; F05B2240/40; F03B  17/06; F05B2240/97; F05B2250/411; F03B  13/10; F03D   1/025; F05B2240/95; F03D   9/00; F03D  13/25
481587776,NL20172018912,Hoisting crane for use on an offshore vessel and method of operation,"The present invention relates to a hoisting crane for use on an offshore vessel, such a vessel and a method for hoisting an offshore wind turbine component wherein use is made of such a crane and/or vessel. The hoisting cranes comprises a base structure, a superstructure, a boom having a longitudinal axis A and a length of 80-200 meters. According to the present invention, the boom comprises a proximal portion connected to the boom connection member, formed integral via a joint structure with a single distal leg, wherein the length of the distal leg between the joint and the boom head structure exceeds 30 meters.",2017,F03D  13/25; F05B2230/6102; F03D  13/10; B66C  23/64; B66C  23/52
481619965,CN201710114350,On-sea three-barrel foundation type wind-electricity overall machine installation ship and single-step construction method thereof,"The invention belongs to the technical field of marine ships and discloses an on-sea three-barrel foundation type wind-electricity overall machine installation ship and a single-step construction method thereof. The on-sea three-barrel foundation type wind-electricity overall machine installation ship comprises a ship body, a tower frame, a hoisting device, a locking cohesion device, a fine adjusting righting device, an anti-collision device, an anchor positioning device and a control driving cab. The ship body achieves three-directional constraint for three barrel-shaped foundations and transfers buoyancy. The tower frame and the hoisting device provide hoisting operation in the sinking and leveling processes. The locking cohesion device enables the three barrel foundations and a draught fan tower barrel to be connected with the ship body and transfers the buoyancy effect. The anti-collision device protects the ship body, and the fine adjusting righting device is responsible for leveling so as to ensure structural stability. The anchor positioning device positions the ship body, and the control driving cab has the driving and comprehensive adjusting and controlling functions. According to the on-sea three-barrel foundation type wind-electricity overall machine installation ship and the single-step construction method thereof, the functions such as single-step installation, towage, positioning, leveling, sinking can be achieved; machine installation efficiency is improved, installation cost is reduced, and the influence of the sea condition is small; and the long construction period of split type installation is shortened, the construction difficulty is lowered, and the construction process is simplified.",2017,Y02E  10/725; F03D  13/25; Y02E  10/727; B63B  35/00; F03D   9/25; B63B  27/16
481660686,CN201610030611,Transportation and installation method and carrier of ultra-large offshore fan underwater base,"The invention discloses a transportation and installation method and carrier of an ultra-large offshore fan underwater base. A floating dock ship is combined with a floating device to bear the ultra-large fan base which is then transported to an installation position through towboats, so that the intercoastal loading step, the navigation securing step and the marine towing step are finished; and positioning is performed through a dynamic positioning propeller of the floating device, then the fan base is combined with an underwater foundation pile arranged in the installation position in advance, and the preliminary installation step and the positioning installation step can be finished. Accordingly, the installation process is simplified, the operation cost is reduced, the operation efficiency is improved, the international competitiveness of the mainland marine work industry is improved, and the offshore wind power construction is autonomized.",2016,B63B  25/00
481697054,CA20162971681,METHOD OF OPERATING A WIND TURBINE WITHOUT GRID CONNECTION AND WIND TURBINE,"The present invention relates to a method of operating a wind turbine, a method of manufacturing a wind turbine and a wind turbine. The wind turbine comprises a permanent magnet (PM) synchronous generator, a main converter, a main converter controller, a wind turbine master controller and an electrical power supply stage comprising an electrical energy storing device. A startup of the wind turbine can be performed using electrical energy from the electrical energy storing device independent from a power supplying grid and/or a combustion engine. After startup, the wind turbine can be operated in an island mode by controlling the intermediate voltage of the main converter by the main converter controller and retrieving power from the PM synchronous generator independent from the electrical energy storing device.",2016,F03D   1/00; F05B2270/107; F03D   7/04; F05B2240/95; Y02E  10/725; F05B2230/60; F05B2270/321; F03D   7/0204; F03D   9/255; F05B2270/327; F05B2220/70642; Y02E  10/723; F03D   9/11; F03D  13/30; F05B2220/7068; F05B2270/329; Y02P  70/523; F03D   7/0264; F03D   7/026; F05B2230/70; F05B2270/1032; F05B2270/328; F03D   7/02; F03D   7/0224; Y02E  10/727
481706039,KR20170057253,OFFSHORE PILED FOUNDATION IMPROVED WATER TIGHTNESS AND CONSTRUCTION METHOD THEREFOR,"???????? ??? ???? ???? ?? ???? ??? ??? ??? ??? ???? ??? ???? ??? ? ?? ??? ? ????? ??? ???? ??? ??????? ? ? ????? ?? ???? ?? ???????? ???? ??? ?? ?????? ???? ??? ??? ?? ??? ????? ???? ???? ???? ???????? ???, ?? ????? ???? ????? ???; ??? ?????; ? ??????;? ????? ????.",2017,E02B2017/0091; E02D  27/42; E02B2017/0039; E02D2600/20; E02B2017/0073; E02D  27/52; E02D   7/00; E02D  27/425; F03D  13/25
481707125,KR20160170424,SYSTEM FOR EVALUATING IMPACT SAFETY OF LEVELING TOOL FOR OFFSHORE WIND TURBINE AND METHOD FOR THE SAME,"???????? ?? ?? ??? ??? ??? ?? ???? ??? ?? ???? ????? ?? ?? ???? ?? ???? ??? ?? ?????? ????? ?? ??? ? ??, ??, ??? ??? ?????? ??? ?? ??? ?? ?? ???? ???? ??? ? ??, ??? ?? ??? ?? ???? ????? ? ??? ??? ?? ??? ??? ???? ??? ? ??, ???????? ??? ?? ?? ??? ?? ??? ? ? ??? ????.",2016,F03D  13/25; Y02E  10/727; Y04S  40/22; G01P  15/02; B63B  35/44; G01M   7/08; G06F  17/50; B63B2209/20; G06F  30/23; Y02E  60/76; B63B2035/446
481714149,KR20160020489,A UNDERWATER POWER GENERATION APPARATUS USING THE WING FOLDING WATERWHEEL STRUCTURE,"? ??? ??? ??? ???? ???? ??? ???? ??? ?? ????, ?? ?????? ??? ??? ???? ???? ??? ???? ????, ??? ?? ???? ?? ?? ???? ?? ??? ???? ???? ?? ??? ??? ????, ??? ?? ??? ?? ??? ?? ???? ?? ???? ???? ???; ?? ???? ???? ?? ???? ? ????, ?? ???? ????? ???? ???? ?? ???? ?? ????? ???? ????? ???? ???? ??? ???? ????? ????; ? ?? ????? ?? ???? ???? ???? ?? ???? ???? ??? ???? ???? ???? ?? ? ???? ???? ??. ? ???? ???? ?? ??? ??? ???? ???? ??? ???? ??? ???, ????? ?? ???? ??? ??? ??? ???? ???? ???? ???? ??? ????? ?? ???? ??? ??? ? ??? ??????, ??? ?? ???? ?? ??? ?? ?? ??? ??? ??? ??? ???? ????? ????? ?? ??? ??? ? ???, ??? ??? ????? ????? ??? ???? ?? ??? ????? ? ? ??. ??, ? ??? ???, ???? ???? ?? ??? ?? ??? ? ??? ???? ???? ?? ?? ? ?? ???? ?? ??? ???? ??????, ?? ??? ????? ?? ??? ????? ????, ?? ?? ?? ??? ?? ???? ?? ??? ? ??? ? ? ??. ?? ???, ? ???, ???? ?? ???? ??? ?? ?? ??? ??? ??? ??? ?? ???? ??? ? ??? ????, ??? ????? ?? ?? ??? ??? ??? ??? ??? ? ??? ? ? ??.",2016,Y02E  10/28; Y02E  10/727; B63J   3/00; F16H  57/02; B63B  35/28; Y02E  10/38; B63B  35/44; F03B  13/18; F03B  13/26
481731114,US201715481427,Submerged datacenter,"The subject disclosure is directed towards a submerged datacenter, which may be made up of modules, into a body of water such as the ocean. The submersion facilitates cooling of the datacenter as well as providing protection of the datacenter from environmental conditions that exist at or near the surface. Power may be generated from the datacenter heat, and power generated by or near the body of water (e.g., via waves, tides, wind, currents, temperature differences) may be used to help power the datacenter.",2017,H05K   7/2079; H05K   7/20; F03B  13/26; G01M   3/40; H05K   7/1497; Y02E  10/38; Y02P  80/158; F03B  13/22; H05K   7/20709; F03D   9/25; G01M   3/32; G01M   3/3263; H05K   7/14; Y02E  10/28; F03B  13/10; H05K   7/00
481732391,US201415326372,Modular system for transporting wind turbine blades,"A modular system for transporting wind turbine blades in at least two different spatial arrangements comprising two or more root end transport frames having a height H for supporting the root end, wherein H<D (D=bolt circle diameter), and two or more first tip end transport frames having a height H1 for supporting the blade towards the tip end, each first tip end transport frame has a base frame and a support bracket provided on top of the base frame, wherein each first tip end transport frame is stackable on top of a root end transport frame and vice versa, so the system is operable to stack successive blades in an alternating root end to tip end arrangement. The first tip end transport frame is replaceable with a second end transport frame that increase the inter-blade spacing, or with a tip end or a root end distance piece.",2014,B65D  88/12; B65D  88/121; B60P   3/40; B61D   3/20; B61D  45/00; B65D  90/00; F03D   1/06; F03D   1/0608; B60P   7/12; B61D   3/16; B63B  25/00; B64D   9/00; B61D  45/003; B64D   9/003; B61D  45/007; B63B  25/28; Y02E  10/721; F05B2260/02; B61D  45/001; B63B  25/004; F03D   1/0675; F03D  13/40; B65D  90/0073
481809121,JP20160005765,FOUNDATION STRUCTURE OF TOWERING STRUCTURE,"PROBLEM TO BE SOLVED: To provide a foundation structure of a towering structure such as a brace and a tower, which prevents concrete from cracking in the foundation structure having a column base part that is fixed by using an unbonded anchor to introduce prestress.SOLUTION: An unbonded anchor 5 is placed across circular base plate 4 and anchor plate 6 concentric with a towering structure 1 and introduces prestress. Vertical reinforcements 7a, 7b are disposed in parallel with the longer direction of the unbonded anchor. A PC steel wire 8 is disposed in a radial direction of a circular arc on which the unbonded anchor 5 is disposed so as to intersect with the unbonded anchor 5 and the vertical reinforcements 7a, 7b. Lower ends of the vertical reinforcements 7a, 7b are extended to a footing portion 3a of a foundation 3. External diameter of a pedestal part 3b of the concrete installed after the reinforcements are arranged is long enough to dispose the PC steel wire 8.SELECTED DRAWING: Figure 1",2016,E02D  27/42; Y02E  10/722; E02D  27/32; F03D  80/00
481812033,UAA201302199,???????? ????? ????????? ? ???? ????????????,"??????? ???????? ?? ???????? ?????? ? ????????????? ?????? ??????? ? ???? ???? ????????????, ?????????, ?? ?????? ????????????????? ????????? ??? ???????????? ???????? ??????. ???????? ?????? ???????? ? ????????? ????????? ??????? ?? ????????? ????????? ??? ????? ????????? ?????? ? ???????, ??????????? ?? ???????? ??????? ????????. ?? ???????? ?????????? ??????????? ????????-?????? ?????, ????????? ????? ?????????? ?? ????????? ??????? ?????. ???????? ????? ????? ????????? ? ???????? ???????. ??? ???????????? ????? ?? ?????? ????????????????? ????????? ???????? ????? ????????, ???? ???????? ????????? ???? ?? ??????? ??? ??? ??????? ?????????????? ?? ?????? ????????? ?? ????????? ????? ? ????????? ? ????? ?????????, ?????????? ?? ?????? ?????????. ??? ???????????? ????? ?? ???????????? ???????? ?????? ???????? ????? ????????, ???? ???????? ???????????? ?????????? ????? ??? ???????????? ???? ???????? ????????? ? ??????? ?? ??????? ??? ?? ????????? ? ????? ?????????, ??????? ??'?????? ? ???????? ??????????. ??????? ???????? ???????????? ?? ???? ?? ?????????, ???????? ??? ??????? ?? ?? ??????? - ?? ???? ?????????? ??????????, ???????? ???? - ?? ???? ???? ????? ?? ?????????? ??????????.",2013,F03D   1/06; Y02T  70/58; B63H  25/40; Y02E  10/721; B63H   9/02
481814922,PT20120891105T,"CONTROL DEVICE, METHOD, AND PROGRAM, AND FLOATING BODY WIND-POWERED ELECTRICITY GENERATION DEVICE EQUIPPED WITH SAME",NULL,2012,F03D   7/02; F03D  13/25; Y02E  10/723; F03D  17/00; F03D   7/04; F03D   7/0224; Y02E  10/727; F03D  80/00; F05B2240/93; B63B2035/446; F03D   7/0204; F03D   9/00; F03D   9/25; Y02E  10/725
481814950,PT20130795810T,TENSION-LEG FLOATING PLATFORM THAT IS PARTICULARLY SUITABLE FOR HARNESSING WIND ENERGY,NULL,2013,F03D  13/20; F03D  13/25; Y02E  10/727; B63B  35/44; B63B2035/446; B63B  21/50; B63B  21/502; F16G  11/00
481815084,PT20130795812T,VESSEL FOR TRANSPORTING AND INSTALLING A FLOATING PLATFORM AND METHOD FOR TRANSPORTING AND INSTALLING SUCH A PLATFORM,NULL,2013,B63B   1/04; B63B   1/10; B66C  23/18; F03D  13/20; F03D  13/25; B63B   1/042; B63B2021/505; B63B2035/446; E02B2017/0091; F05B2240/95; B63B2001/044; E02B  17/08; E02B2017/0047; F05B2240/93; Y02E  10/727; B63B  35/003; E02B  17/00; B63B  35/00; B63B  35/28; E02B2017/0065; F03D  13/40; E02B  17/027; E02B2017/0039; F03D   1/00
481875374,TW20176200928U,Offshore wind farm capable of monitoring operation and maintenance for support structures,"An offshore wind farm includes a cable group and at least one wind power generator. The cable group includes a plurality of first optical fibers. At least one of the optical fibers is optically coupled to an external monitoring system. The wind power generator includes a fan hub, a tower, and a platform. The fan hub has a fan monitoring interface disposed therein. The fan monitoring interface is optically coupled to the first fibers. An end of the tower is connected to the fan hub and has a first signal transmission line disposed therein. An end of the first signal transmission line extends into the fan hub, and is in communication with at least one of the first optical fibers through the fan monitoring interface. The platform is connected to another end of the tower. Another end of the first signal transmission line extends to the platform.",2017,F03D  17/00
481948467,ES20100183789T,Procedimiento para el funcionamiento de un parque eÛlico,"Procedimiento para el funcionamiento de un parque eÛlico, compuesto de varias plantas de energÌa eÛlica (2), estando conectado el parque eÛlico a una red de suministro elÈctrico (6), a la que se alimenta la potencia elÈctrica producida por el parque eÛlico, disponiendo el parque eÛlico y/o al menos una de las plantas de energÌa eÛlica del parque eÛlico de una entrada de control (10) con la que se ajusta la potencia elÈctrica del parque eÛlico o de una o varias plantas de energÌa eÛlica individuales en un intervalo de 0 a 100% de la respectiva potencia que se va a poner a disposiciÛn, en particular la potencia nominal, estando previsto un dispositivo de procesamiento de datos que est· conectado a la entrada de control y con el que se ajusta el valor de ajuste en el intervalo de 0 a 00%, en dependencia de la magnitud de la potencia que pone a disposiciÛn todo el parque eÛlico en su salida para alimentar a la red elÈctrica, caracterizado porque el operador (EVU) de la red de suministro elÈctrico a la que est· conectado el parque eÛlico ajusta la potencia suministrada por el parque eÛlico mediante la entrada de control, y estando previsto para el control del parque eÛlico, asÌ como para el suministro de datos al operador (EVU) de la red de suministro elÈctrico, un sistema de bus estandarizado que dispone de una interfaz estandarizada, de forma que mediante instrucciones de control estandarizadas de manera correspondiente se realiza tambiÈn el control central del parque eÛlico.",2002,F03D   7/0272; F03D   7/00; F03D   7/048; F03D   9/257; F05B2270/1033; F05B2270/337; H02J   3/38; Y02B  10/30; Y10T 307/724; B63H   1/06; F03D   9/00; F03D   7/04; F03D   9/255; F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763; F05B2270/304; Y02E  10/723; Y02E  10/725; F03D   7/02; F03D   7/0284
481987550,CN201621263317U,Concentric blade of multiaxis is from locking -type turbine,"The utility model provides a concentric blade of multiaxis is from locking -type turbine, includes the basis, motor system, and the pivoted main shaft, characterized by: the all power link rod that is the armed lever of cross, the upper and lower portion of armed lever outer end fixed connection of upper and lower portion at the other immobilization connection of the upper and lower part of main shaft, set up outside and split axle of the interior split axle that can rotate between the armed lever of upper and lower portion, leading blade and interior rearmounted blade in the epaxial equipment of the interior division ability pivoted, outer leading blade and outer rearmounted blade that the epaxial equipment of exterior division can be rotated, including leading blade and the relative one end of outer rearmounted blade set up self -lock device. The utility model discloses can realize adopting the ability scale, gather and absorb the efficient of ocean energy or wind energy, do not have the special requirement to the environment, do not receive flow media direction limitation.",2016,F03D   3/06; F03B   3/12; F03B  13/00; F03B  13/26; Y02E  10/28; F03B  13/12; Y02E  10/223; F03B   3/14; F03D   9/25; Y02E  10/74
482097891,CN201710119415,Wind generator set electric control cabinet and decondensation control method,"The invention discloses a wind generator set electric control cabinet and a decondensation control method thereof. The method comprises the following steps: obtaining power-off time difference of an electric control cabinet and temperature value in the electric control cabinet after the power-on initialization of an electric control system is completed; judging whether to carry out decondensation heating control according to the obtained power-off time difference of the electric control cabinet and the temperature value in the electric control cabinet; determining the decondensation heating time of the electric control cabinet if the decondensation heating control is carried out; and controlling a heater in the electric control cabinet to continuously heat according to the determined decondensation heating time of the electric control cabinet. Through the wind generator set electric control cabinet and the decondensation control method thereof, the problem that devices in the electric control cabinet are short-circuited after the electric control cabinet is powered on because of condensation which is easily generated when the electric control cabinet of the wind generator set such as offshore wind power and the like is powered off in high-temperature and high-humidity environment can be solved; and the cost of an electric control system is not increased.",2017,Y02E  10/723; F03D  80/60; H05K   7/20; Y02E  10/722; G05D  23/32; F03D   7/00
482098267,CN201710166788,Feedback and control system for sinking posture of composite barrel foundation,"The invention belongs to the field of marine wind power, and discloses a feedback and control system for a sinking posture of a composite barrel foundation. The system is applied to the sinking process of a multi-compartment composite barrel foundation. The system comprises a data acquisition system, an early warning system and a posture control system, wherein the data acquisition system is in signal connection with the early warning system; the early warning system is in signal connection with the posture control system; the data acquisition system transmits processed data to the early warning system through a system bus; the early warning system receives and calculates inclination angle data input by the data acquisition system, judges the inclination state of the composite barrel foundation according to a calculation result, invokes a corresponding strategy, and transmits the strategy to the posture control system through the system bus; and the posture control system performs levelling control on the composite barrel foundation according to the strategy of the early warning system. The feedback and control system has the advantages that construction period is short, cost is low, and adjustment process is simple, and stability and safety of the composite barrel foundation during the sinking process can be effectively improved.",2017,E02D  27/425; E02D  27/18; E02D  33/00; E02D  23/08; E02D  27/42
482120740,KR20177020218,METHOD FOR MAINTAINING FLOATING WIND-POWER GENERATION DEVICE,"?? ??? ?? ?? ??? ??? ?? ?? ?? ???? ????, ?? ?? ????? ??? ??? ???? ????? ??? ??? ?? ?? ??? ????? ?????, ????? ?? ??? ?? ? 1 ??? ?? ?? ??? ?? ????? ?? ?? ?? ? ?? ???? ???? ?? ???, ?? ?? ?? ?, ?? ?? ?? ? ?? ???? ?? ???? ????? ?? ???, ?? ?? ?? ?, ?? ? 1 ??? ?? ?? ??? ?? ?? ????? ????? ? 1 ?? ???, ????? ?? ??? ?? ?? ? 2 ??? ?? ?? ??? ?? ?? ??? ????? ? 2 ?? ???, ?? ? 2 ?? ?? ?, ?? ?? ?? ? ?? ???? ?? ?? ?????? ????, ?? ? 2 ??? ?? ?? ??? ???? ?? ??? ????.",2013,B63B   9/00; B63B  35/44; F03D   9/28; B63B  39/03; F03D   9/25; F03D  13/10; F03D  13/40; F03D  80/50; F03D   7/042; F05B2240/95; Y02E  10/725; B63B2001/044; F03D   7/0264; F03D   9/32; Y02E  10/727; F03D   9/255; B63B2001/128; B63B2035/446; B63B   1/107; B63B  21/50; B63B2021/505; F03D  13/25; F05B2240/93
482141846,CN201580064388,Floating platform for harnessing wind energy,"The invention relates to a floating platform for harnessing wind energy, comprising a tower (1) with a wind turbine (2), and two horizontal, identical cylindrical floating elements (3) parallel to the main longitudinal axis of alignment, the tower and the floating elements being interconnected by bar structures (5). The floating elements are joined to a stabilising element (4) which is situated directly beneath the floating elements (3), said stabilising element comprising two substantially rectangular first concrete slabs (4a) which are solid or more lightweight, with a ribbed structure, arranged perpendicularly to the axes of the floaters and joined to said floaters by means of auxiliary structures.",2015,F03D   7/0204; F03D  13/25; F03D   9/30; B63B  35/44; B63B2035/446; F05B2240/95; F03D  13/20; Y02E  10/727; F05B2240/93
482142552,CN201580064508,A turning device for turning a first mould part for manufacturing a wind turbine blade part relative to a second mould part,"The device (10) comprises a base part (12), a rotational part (14) movable relative to the base part about a rotation axis (16), a first linear actuator (18) having a first end (19) and a second end (20), the first end being attached to the base part, the second end being attached to the rotational part at a first anchor point arranged on a first turning axis (21), and a second linear actuator (22a) having a first end (23) and a second end (24), the first end being attached to the base part, the second end being attached to the rotational part at a second anchor point arranged on a second turning axis (25). The first turning axis is arranged at a first distance from the rotation axis, and the second turning axis is arranged at a second distance from the rotation axis, the second distance being different from the first distance.",2015,B29C  33/30; F03D   1/06; Y02E  10/721; B29C  65/48; B29C  65/80; F03D  13/10; B29L2031/085; B29C  33/28; B29L  31/08; Y02P  70/523
482167519,KR20160068747,Floating type Wind power generator,"? ??? ??? ?? ????? ?? ???. ??, ???? ???? ?????; ?? ????? ??? ???, ??? ??? ??? ???? ? ??? ????? ??????; ?? ?????? ?? ????? ???? ????; ?? ?????? ??? ??? ?????? ???? ???? ??? ???? ????; ?? ???? ??? ??? ?? ?? ???? ????, ??? ?? ?? ???? ?? ????? ?? ???? ????. ??? ?? ????? ? ??? ??? ?? ?????, ??? ??? ???? ?? ?????? ?? ????? ??? ??????, ??? ??? ?? ??? ??? ????, ???? ??? ???? ???? ??? ????? ???? ??? ?? ??, ????? ??? ??? ??, ?????? ?? ????? ????? ?? ???? ?????, ?????? ??? ???? ??? ???? ??, ??? ????? ?? ????, ???? ??? ??? ???? ???? ?? ????? ??, ?? ???? ????? ?? ???? ??? ? ??????, ??? ??? ??? ??? ? ??.",2016,F03D   9/25; Y02E  10/10; Y02E  10/18; F03D   3/04; F03D   3/0436; Y02E  10/74; F03D   3/06; F24T2010/50; F03D   9/34; F24T  10/10; F24J   3/08
482255240,GB20170009940,Pull-in head assembly,"A pull-in head assembly 8 for releasably connecting a pulling arrangement to an elongate flexible structure 4, 6 comprises a body 30 which defines a pulling axis X of the pull-in head assembly 8 and a retaining member 32 arranged around the pulling axis. The retaining member is configured to secure the pull-in head assembly to one or more elongate flexible structures 4, 6 such that, in use, a pulling force exerted on the pull-in head assembly along the pulling axis is transferred to the elongate flexible structure. The retaining member is configured to release the pull-in head assembly from the elongate flexible structure when the pulling force exceeds a predetermined threshold such that the pull-in head assembly can be separated from the elongate flexible structure. The assembly may be used to install a cable 24 and a protective sleeve 10.",2017,E02B  17/027; F03D  80/85; H02G   1/06; H02G   1/08; H02G   1/081; E02B2017/0065; E02B2017/0095; H02G   1/10; H02G   3/22
482263104,CN201710284653,Round-table-shaped rotor sail device utilizing Magnus effect,"The invention relates to the field of study in an aspect of sail assistance by wind energy in a boat, in particular to a round-table-shaped rotor sail device for efficiently converting wind energy into kinetic energy by utilizing the Magnus effect. A rotor sail comprises a rotor main shaft, a bearing, a round-table-shaped air tube and wing-shaped sails, wherein the rotor is fixed with a deck through hinging; the bearing is used for fixing the wing-shaped sails; the round-table-shaped rotor is fixedly sleeved on the rotor main shaft; the round-table-shaped wind tube is arranged in a manner that the upper side is small and the lower side is bigger; two wing-shaped sails are arranged at the outer side of the round-table-shaped air tube and are in symmetrical arrangement relative to the rotor main shaft; the wing-shaped air sails are arranged at the two sides of the round-table-shaped air tube through rolling bearings; a transmission device for controlling the wing-shaped sails to close is arranged on the rolling bearing. The wind energy can be effectively utilized in the ship transportation process; the power is provided for the ship; the proper regulation is regulated by aiming at the wind power environment under different conditions; the fuel cost is greatly saved; the stability and the firmness in the operation process are improved; the ship operation cost is greatly reduced.",2017,F03D   3/00; Y02E  10/74; B63H   9/02; F03D   3/007; Y02T  70/58
482269986,CN201710144999,Offshore wind power plant topology design method considering reliability constraint,"The invention discloses an offshore wind power plant topology design method considering a reliability constraint. A search result of each step of standard Kruskal is re-constrained, and auxiliary lines are added for connection lines exceeding current-carrying capacity limit to ensure the uniformity of current-carrying capacity of the lines; a specific thought is that the results obtained by standard Kruskal search are analyzed, which line with a maximum influence on the current-carrying capacity of a topology is found out, and then other lines are selected or the auxiliary lines are added for replacing the line, so that finally all the lines in the topology can meet the requirement of the current-carrying capacity; for the wind power plant topology obtained by a standard Kruskal algorithm, the number of cables in a wind power plant is remarkably reduced in structure, but the problems of reliability, cable section and the like are introduced, so that the wind power plant topology does not have advantages in comparison with a typical arrangement mode in economic indexes; and the method gives consideration to relatively short topology connection lines and good reliability, and technical indexes and economic indexes of topology design are remarkably superior to those of an original conventional offshore wind power plant topology design structure.",2017,G06F  30/18; G06F  30/20; G06F 113/06; G06F 111/06; G06F2111/06; G06F  17/50
482280521,CN201710166792,Pulling cable auxiliary control device and method for composite bucket foundation sinking unstability,"The invention belongs to the field of marine wind power and discloses a pulling cable auxiliary control device and method for composite bucket foundation sinking unstability. The pulling cable auxiliary control device comprises lower pulling cables, upper pulling cables and a tension ring. The bottom and the top of the tension ring are separately connected with the multiple lower pulling cables and the multiple upper pulling cables through uniformly and annularly arranged connecting points. The lower ends of the lower pulling cables are used for being connected with a composite bucket foundation, and the upper ends of the upper pulling cables are used for being connected with a lifting device. In the self-weight sinking process of the composite bucket foundation, when the sinking speed of the foundation is overhigh and is at a dangerous state, the pulling cable auxiliary control device assists the foundation to decrease the sinking speed so as to enable the foundation to stably sink. In the self-weight sinking and negative pressure sinking processes, when the inclination angle of the foundation is overlarge, the pulling cable auxiliary control device conducts rapid leveling. The pulling cable auxiliary control device and method can effectively improve the stability and safety of the composite drum foundation in the sinking process and meanwhile has the advantages of being short in construction period, low in cost, easy and convenient to construct and the like.",2017,E02D  27/42; E02D  23/08; E02D  27/18; E02D  27/425
482330195,CN201621438844U,Cabin cover watertight fittings,"The utility model relates to an offshore wind power generation cabin cover technical field discloses a cabin cover watertight fittings, leak the inboard capillary groove of water position including setting up at the cabin cover, prevent that the housing seal that cover in gutter sides top and cabin is connected, be provided with the irrigating gate on the lateral wall of capillary groove, the bottom surface of capillary groove sets up towards the side slope of irrigating gate. The utility model discloses cabin cover watertight fittings simple structure, simple to operate has simplified the maintenance process that cover in the cabin, and its long service life, one -time Setup can use for a long time, has avoided the problem of frequent maintenance, also corresponding reduction the maintenance maintenance cost of cabin cover.",2016,F03D  80/00; Y02E  10/722
482374910,JP20160015854,BASE STRUCTURE OF TOWER STRUCTURE,"PROBLEM TO BE SOLVED: To provide a base structure of a tower structure, which is a base structure of a tower structure, such as prop, tower, etc., and in which, in the base structure comprising column leg parts fixed with an unbound anchor to which prestress is subjected, generation of crack on concrete is suppressed.SOLUTION: On an unbound anchor 5 which bridges a base plate 4 and an anchor plate 6 having a concentric circular shape to a tower structure 1 and to which prestress is subjected, vertical reinforcements 7a and 7b are arranged in parallel with a longitudinal direction of the unbound anchor and a non-radial horizontal reinforcing bar having L-shape, V-shape, X-shape and the like in a plan view is arranged in a crossing manner with the unbound anchor 5 and the vertical reinforcements 7a and 7b so as to be jointed with the vertical reinforcements 7a and 7b. Lower end parts of the vertical reinforcements 7a and 7b extend to footing parts 3a of a base 3. These are arranged and then concrete is cast so as to form the footing part 3a and a base part 3b.SELECTED DRAWING: Figure 1",2016,Y02E  10/722; E02D  27/32; F03D  80/00; E02D  27/42
482379801,JP20160014439,BASE STRUCTURE OF TOWER STRUCTURE,"PROBLEM TO BE SOLVED: To provide a base structure of a tower structure, which is a base structure of a tower structure, such as a prop, tower, etc., and in which, in the base structure comprising a column leg part fixed with unbound anchor to which prestress is subjected, generation of a crack on concrete is suppressed.SOLUTION: In a base having a structure where a base part 3b is formed on an upper part of footing parts 3a, onto an unbound anchor 5 which bridges a base plate 4 and an anchor plate 6 having a concentric circular shape to a tower structure 1 and to which prestress is subjected, vertical reinforcements 7a and 7b are arranged in parallel with a longitudinal direction of the unbound anchor. Lower end parts of the vertical reinforcements 7a and 7b extend to the footing parts 3a of a base 3. In order to suppress generation of crack, these are arranged, concrete is cast, and an outer peripheral surface of the base part 3b is covered with a reinforcement plate 11 so that pulling stress generated in concrete cast into the unbound anchor 5 is competed by confined effect.SELECTED DRAWING: Figure 1",2016,E02D   5/80; E02D  27/42; E04H  12/12; Y02E  10/722; F03D  80/00; Y02B  10/30; E02D  27/32
482384638,JP20160014438,BASE STRUCTURE OF TOWER STRUCTURE,"PROBLEM TO BE SOLVED: To provide a base structure of a tower structure, which is a base structure of a tower structure, such as a prop, tower, etc., and in which, in the base structure comprising a column leg part fixed with unbound anchor to which prestress is subjected, generation of a crack on concrete is suppressed.SOLUTION: On an unbound anchor 5 which bridges between a base plate 4 and an anchor plate 6 having a concentric circular shape to a tower structure 1 and to which prestress is subjected, vertical reinforcements 7a and 7b are arranged in parallel with a longitudinal direction of the unbound anchor and a crack prevention net 8 is arranged in an extended manner to outside of the outside vertical reinforcement 7a and inside of the inside vertical reinforcement 7b. Lower end parts of the vertical reinforcements 7a and 7b extend to footing parts 3a on a base 3. These are arranged and then concrete is cast to form the base 3.SELECTED DRAWING: Figure 1",2016,E02D  27/00; E02D  27/32; F03D  80/00; Y02E  10/722; E02D  27/42
482418960,CN201621371232U,Icing multirow line that generates heat is prevented to wind power generation unit blade,"The utility model discloses an icing multirow line that generates heat is prevented to wind power generation unit blade, including ecderon and alloy resistance wire, fixedly connected with sticky tape on the inside lateral wall of ecderon, the alloy resistance wire adhesion is in the inboard of sticky tape, through the neat seamless adhesion of alloy resistance wire on the sticky tape, the multirow line closely links to each other, can guarantee after the intensification that the temperature is even, avoids the excessive temperature differentials to lead to the blade lamellar body to take place deformation, the heavy burden of reduction wind energy blade that moreover can furthest, the utility model relates to a rationally, simple structure, can be effectual the condition of solution blade icing, be suitable for production and popularize and apply.",2016,Y02E  10/722; Y02P  70/523; F03D  80/60; F03D  80/40
482424539,CN201720028383U,Mud flat formula wind -powered electricity generation fan device that steps up,"The utility model discloses a mud flat formula wind -powered electricity generation fan device that steps up belongs to fan equipment technical field, including base, a tower section of thick bamboo and the box -type substation of setting on base, a tower section of thick bamboo passes through the foundation ring and connects on base, base is the low pile platform of reinforced concrete, is base's cross -section the cylinder the cone body the cylinder connects gradually, box -type substation's pedestal mounting is on base's the cone body, box -type substation's base coincide with base's cone physical contact, a tower section of thick bamboo passes through cable pre buried pipeline and is connected with box -type substation, cable pre buried pipeline's the radius that turns round is greater than 1.5 meters. The utility model provides a mud flat formula wind -powered electricity generation fan device that steps up saves area, practices thrift the cost.",2017,F03D  80/00; Y02E  10/722; Y02E  10/727; F03D  13/25
482424811,CN201720039649U,Wind turbine foundation multidimension degree reinforced structure,"The utility model discloses a wind turbine foundation multidimension degree reinforced structure, including foundation concrete mound, foundation ring, there is the clearance in the foundation concrete mound with the boundary position department of foundation ring, and the grout of clearance department is filled, and the difference in height space between the top of foundation ring and the top surface of foundation concrete mound is passed through concrete layer and is filled, be equipped with in vertical direction and expand first stock, should expand first stock follow concrete layer top and insert, inside the foundation concrete mound, surround that the foundation ring is pre -buried to have a plurality of prestressing tendons rings that comprise prestressing tendons in the concrete layer, the prestressing tendons ring leaves the free end, just the free end extends the outer wall of wearing out the foundation concrete mound, and the position department that foundation concrete mound outer wall was worn out to the free end is equipped with the anchor head that carries out stretch -draw to prestressing tendons. The utility model discloses the anchor demand of wind turbine generator system under complicated operating condition can be adapted to, the safe service requirement of wind turbine generator system under long -term tired loading can be satisfied again.",2017,E02D  27/42; E02D  37/00
482439750,NO20160000289,A positioning device and an arrangement for installing a mono-column platform in the seabed of the sea,NULL,2016,E02B2017/0039; E02B  17/027; E02B2017/0091; B63B  35/003; E02B  17/02; E02B2017/0047; B63B  35/40; F03D  13/25; B63B  35/00; E02B2017/0065; F03D  13/10; F03D  13/40
482497161,CN201710320256,Polyhedral ice-resistant unit suitable for single-column three-pile type offshore wind power foundation,"The invention belongs to the technical field of ice-resistant units for offshore wind power foundations, and discloses a polyhedral ice-resistant unit suitable for a single-column three-pile type offshore wind power foundation. The wind power foundation is provided with a set of ice-resistant unit with a polyhedron structure, and the ice-resistant unit comprises a polyhedral inverted ice-resistant cone, connecting parts arranged between the foundation and the ice-resistant cone, an upper plane and a lower plane of the cone and conical surface steel plate reinforcing devices. After the ice-resistant cone is adopted, extrusion damage is converted into bending damage in the interaction of sea ice and the structure, so that the extreme static ice force and the structural ice-induced vibration borne by the offshore wind power foundation are effectively reduced, and the safe operation of the wind power structure is guaranteed; meanwhile, the polygonal cone adopts a plane steel plate splicing structure, so that the production-manufacturing and installing are convenient, the manufacturing cost is lower compared with a traditional circular-cone-shaped cone, and the economic performance of the offshore wind power structure is considered while the ice-resistant function is achieved; and the connecting reinforcing devices are arranged between every two adjacent contact planes of the polyhedral ice-resisting cone, so that the stability of the ice-resistant cone structure is enhanced.",2017,E02B  17/0021; E02B  17/00; E02D  27/425; E02D  27/42
482529852,CN201710042963,Solar energy and wind energy mixing power-generation catamaran,"The invention provides a solar energy and wind energy mixing power-generation catamaran. The catamaran comprises a catamaran main ship provided with a hybrid power device for driving the catamaran main ship to move, a solar power generation system and a wind power generation system which are used for supplying power to the hybrid power device, and a fault detection and identification system for performing fault detection and identification on the hybrid power device. According to the solar energy and wind energy mixing power-generation catamaran, electric energy conversed from solar energy and wind energy is supplied to the catamaran main ship, and energy saving and environmental protection are achieved; and by setting the fault detection and identification system, the hybrid power device can be performed fault detection and identification timely, and timely maintenance in failure occurrence can be ensured.",2017,B63B   1/10; B63H  21/17; G01D  21/00; B63H2021/171
482537605,CN201710282648,Offshore self-propelled type green-energy electric power supply device,"The invention discloses an offshore self-propelled type green-energy electric power supply device. The offshore self-propelled type green-energy electric power supply device comprises a ship body with a deck on the upper part, a propelling mechanism and a mooring system, wherein the ship body is equipped with at least one wave energy power-generation unit group; the wave energy power-generation unit group comprises a right side wave energy power-generation unit and a left side wave energy power-generation unit; the right side wave energy power-generation unit comprises a first horn mouth, a first L-shaped bent tube and a first air turbine generator set; and the left side wave energy power-generation unit comprises a second horn mouth, a second L-shaped bent tube and a second air turbine generator set. The offshore self-propelled type green-energy electric power supply device organically integrates a back-bent duct oscillating water column wave energy power generation technology, a wind power generation technology, a photovoltaic power generation technology and a shipbuilding technology, guarantees high efficiency and stability of a power generation station, and greatly reduces the ocean engineering cost and the mooring system cost of the device; safety of the device is greatly improved through mobility of the ship, so that possibility is provided for short-sea, deep-sea, fixed-point, wide-flow and low-cost utilization of offshore green energy. Meanwhile, energy can be supplemented for navigation of chips by rich offshore green energy.",2017,F03B  13/142; F03D   9/25; F05B2240/931; H02S  10/12; F05B2240/95; Y02E  10/725; F03D   9/008; Y02E  10/38; H02S  10/10; F03B  13/24; F03D   9/007
482549474,CN201621471455U,Pile hammer is beaten in electronic impact,"The utility model provides a pile hammer is beaten in electronic impact, including operation panel, switch board, power and hammer block, the hammer block is equipped with the headstock including a hammer section of thick bamboo, hammer section of thick bamboo upper end, is equipped with axially movable's hammer core in the hammer section of thick bamboo, the headstock includes actuating mechanism and passes through actuating mechanism driven winch drum, the last hawser that is equipped with of winch drum, the hawser is connected with the hammer core, the operation panel provides the electric energy through the switch board control source for the headstock, hammer section of thick bamboo upper portion is equipped with the mounting panel, the headstock sets up on the mounting panel. The utility model discloses an inverter motor drive drawworks cylinder and then lift hammer core release when high to predetermineeing when the hammer core fast, and hammer core free fall strikes pile, realizes that electric wire netting electrical energy conversion becomes pile impact potential energy. The utility model discloses can satisfy internal marine wind power construction and cross -sea bridge construction needs, have very high practicality.",2016,E02D   7/08
482658608,ES20150000839,"Sistema y procedimiento de fondeo para plataformas marinas flotantes, que evita el movimiento de cabeceo y permite captar la energÌa de las olas","Sistema de fondeo para plataformas flotantes, que se caracteriza porque elimina totalmente los movimientos de cabeceo y de balance mediante la utilizaciÛn de varios cables (8) unidos al fondo (4), que se apoyan en varias paleas de la plataforma (2 y 3) y se unen todos en el mismo punto de un contrapeso com˙n (1) que cuelga de la plataforma (10). El sistema tambiÈn permite captar la energÌa de las olas (a travÈs del movimiento de toda la plataforma) mediante generadores (12) intercalados en las lÌneas de fondeo, e incluye un procedimiento novedoso, para instalarla en su lugar de destino sin la ayuda de buques especiales. El sistema es aplicable a cualquier tipo de plataforma flotante, aunque es especialmente indicado para plataformas soporte de aerogeneradores marinos.",2015,B63B  21/50; B63B  35/44; B63B  39/00; B63B  35/00; B63B  38/00; F03D  13/25; Y02E  10/727
482676480,CN201720051275U,Integrated power generation facility of wind energy and wave energy,"The utility model relates to an integrated power generation facility of wind energy and wave energy belongs to the power generation facility field. An integrated power generation facility of wind energy and wave energy, is including the wave energy power generation platforms who lies in the bottom, lies in the stand of wave energy power generation platforms center stretching to the epirelief perpendicularly, is fixed with a hexagonal supporting bench on the stand, installs the electric energy and handle the cabinet on a hexagonal supporting bench, and wind power generation set is still installed at the top of stand, wave energy power generation platforms and wind power generation set all handle the cabinet with the electric energy and pass through cable junction to realize the storage and the transmission of electric energy. The utility model discloses floating platform is floated in the utilization for wave energy power generation facility and wind energy power generation facility provide the installation basis, can be applicable to the deep water region for marine wind energy conversion system provides the stabilised platform when utilizing wave water potential energy, has higher reliability simultaneously, easily installs and moves.",2017,F03B  13/14; F03D  13/25; F03D   9/11; Y02E  10/38; Y02E  10/727
482676590,CN201720051273U,Float integrated power generation facility of formula stormy waves tide,"The utility model relates to a float integrated power generation facility of formula stormy waves tide belongs to electricity generation technical field. A float integrated power generation facility of formula stormy waves tide, includes the kuppe device for turn into the electric energy behind the absorption tide, connect the anchor through the anchor chain below the kuppe device for fixed whole device, kuppe device top is connected with a supporting bench for for wind power generation set provides the support, install the electric energy control cabinet in the supporting bench simultaneously, be used for saving the electric energy, be fixed with wind power generation set on a supporting bench for turn into the electric energy after the absorption wind energy. The utility model discloses an integrated electricity generation of diversified utilize the float to provide buoyancy for integrated power generation facility, and the tail vane of fan and kuppe can make device adaptation exact facing the wind and meet a class direction, acquires maximum energy.",2017,F03B  13/22; Y02E  10/725; F03D   9/25; Y02E  10/38
482697969,PT20100183789T,METHOD FOR OPERATING A WIND PARK,NULL,2002,F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763; Y10T 307/724; F03D   7/04; F03D   9/255; F05B2270/1033; F03D   7/0284; F05B2270/337; Y02B  10/30; F03D   9/00; F03D   9/257; F05B2270/304; Y02E  10/723; Y02E  10/725; F03D   7/0272; F03D   7/048; B63H   1/06; F03D   7/00; H02J   3/38; F03D   7/02
482716374,FR20170051380,SYSTEME ET PROCEDE POUR COORDONNER UNE HELICE AVEC UNE COMMANDE ELECTRONIQUE DE MOTEUR,"ProcÈdÈ et systËme pour coordonner une hÈlice (18) avec un module de commande (48), comportant une machine ayant un module de commande (48) et une hÈlice (18) montÈe sur un arbre (32) d'hÈlice au niveau d'un moyeu (19). L'arbre (32) est conÁu pour Ítre reÁu dans la machine, et un dÈtecteur est montÈ sur la machine, connectÈ au module Èlectronique de commande (48) et conÁu pour dÈtecter l'hÈlice (18) quand l'arbre (32) d'hÈlice est reÁu dans la machine.",2017,B64C  11/00; F02C   9/00; F03D  17/00; F02B  61/04; B63H2003/006; B64C  11/30; B64C  11/38; B64C  11/301; B64D  31/12; B64F   5/00; B64F   5/60; F02C   3/107; F02D  29/02; B63H   3/00
482778303,DK20020774638T,FremgangsmÂde til drift af en vindpark,NULL,2002,F03D   9/255; H02P   9/00; Y02E  10/763; B63H   1/06; F03D   7/00; F03D   9/00; Y02E  10/723; Y02E  10/725; F05B2270/335; H02J   3/38; H02J   3/386; Y10T 307/724; F03D   7/0272; F05B2270/337; Y02B  10/30; F03D   7/02; F03D   7/04; F03D   7/048; F03D   9/257; F05B2270/1033; F05B2270/304; F03D   7/0284
482883695,US201515515813,"Apparatus and method for removing equipment parts from a platform of a wind turbine generator, and method for filling a fuel tank on said platform","A power pack [2] is located within a housing [3] on the platform [1] of a wind turbine generator tower. The power pack [2] is supplied from a fuel tank [4]. With the door [6] of the housing [3] open, the power pack [2] may be removed for servicing and repair by using a U-shaped support structure [8] to which an electric motor [11] is mounted. Two support rails [12] permanently located within the housing [3] support the housed power pack [2]. A chain [15] attached to the power pack [2] is driven by the motor [11] to remove the power pack [2] from the housing [3] by sliding the power pack [2]along the support structure [8]. A pulley arrangement reduces the necessary torque. After removing the power pack [2] from the housing [3], a crane [7] is used to lift the power pack [2] from the platform [1] and to lower it down to a sea vessel [17]. The crane [7] may also be used in the refilling of the fuel tank [4] by hauling a fuel line [18] from a sea vessel up to the platform [1] and connecting it to the fuel tank [4].",2015,B66C  23/16; B65G  67/24; B66D   3/006; F03D  80/50; F03D  80/80; F05B2240/916; B60P   1/64; B66D   3/02; B67D   9/00; F03D   9/11; B63B  27/32; B66D   3/00; B60P   1/6427
482884042,US201715499861,Floatable support structure for an offshore wind turbine or other device,"An apparatus for supporting an additional structure near a surface of a body of water, and a system which includes the apparatus and further includes the structure attached to the apparatus. The apparatus and the system are each configured to assume a rest position and orientation when the apparatus or system is floating at the surface and when the body of water is substantially still, where the rest orientation defines a vertical direction extending from the surface to a keel at a lowermost position of the apparatus. The apparatus includes a support member, which, in use, is attached to the additional structure; and buoyant units. Each buoyant unit is attached to the support member at or near the keel and extends from the keel in a longitudinal direction of the buoyant unit, which longitudinal direction defines an angle of approximately 35∞-65∞ with respect to the vertical direction.",2017,B63B   1/12; B63B  39/03; Y02E  10/727; B63B  21/502; E02B  17/00; E02B2017/0039; E02D  27/50; B63B  35/44; E02B2017/0091; E02D  27/425; E02D  27/52; F03D  13/25; E02D  27/525; F05B2240/95; B63B  35/003; B63B2001/128; B63B2035/446; B63B   1/107; B63B2021/505; F03D  13/22; F05B2240/93
482938220,CN201710493324,Offshore wind turbine with sea surface garbage removing function,"The invention relates to an offshore wind turbine with a sea surface garbage removing function. The offshore wind turbine comprises a seabed anchor, a connecting pile, a tower base, a tower barrel, a generator set, a driving mechanism and a cleaning mechanism; the driving mechanism comprises a first rotating shaft, a flange, blades, a first gear and a gear case; the cleaning mechanism comprises a connecting assembly and a cleaning assembly; the connecting assembly comprises a second rotating shaft, a second gear, a support plate and a support column; and the cleaning assembly comprises a fixing frame and a cleaning net. The offshore wind turbine with the sea surface garbage removing function is exquisite in structure, on-sea throughout-year stable wind power can be used for generating power, the unique cleaning mechanism can be used for removing sea garbage, and the marine ecological environment is greatly improved.",2017,F03D   9/30; F03D   9/20; E02B  15/10; F03D   9/25; Y02E  10/727; F05B2240/95; Y02E  10/725
482938276,CN201710557272,Balancing device of offshore wind generation set,"The invention relates to a balancing device of an offshore wind generation set. The balancing device comprises offshore wind power blades, a wind power tower tube, transverse stainless steel frames arranged on the lower middle portion of the wind power tower tube, a generator set control box arranged on the transverse stainless steel frames, water circulating systems, gas circulating systems and gas bag systems. Through the arrangement of the systems and components, the probability that the offshore wind power generation set topples over is reduced to the lowest, and arrangement of an undersea wind power tower tube base is omitted; and meanwhile, the direction of the whole device can be adjusted according to the wind directions of season wind, and arrangement of the offshore wind power generation set in a deep sea area is possible.",2017,C22C  38/02; C22C  38/005; Y02E  10/722; C22C  38/04; C22C  38/06; F03D   7/02; F03D  80/00; C22C  38/44; C22C  38/46; Y02E  10/723
482957428,CN201621374924U,A aerify grout sealed capsule for marine wind power jacket,"The utility model belongs to the technical field of the marine wind power foundation grouting device and specifically relates to an aerify grout sealed capsule for marine wind power jacket. The capsule is double -deck flat ring form, and being equipped with respectively of the upper and lower both ends of capsule is used for the air cock aerifing and exit, and the air cock is central symmetry and distributes in the both sides of capsule, the surface of capsule evenly is equipped with anti -slipping strip, and anti -slipping strip is the crisscross rhombus that distributes, and the rhombus is protruding form. Beneficial effect as follows: the utility model discloses an aerating capsule is succinctly convenient, economy and durability, still recoverable recycling, the utility model discloses a capsule unaerated can soft shrink, and is folding, curl, has the pressure that grout was born to sufficient intensity after aerifing the inflation, and it is high to aerify the sealed precision in inflation back.",2016,E02D  27/44; E02D  27/42
483043205,CN201710489253,Construction technology for wind turbine bearing platform,"The invention discloses a construction technology for a wind turbine bearing platform. The problem that because of the influence of water flow impact and environment factors, long-time positioning and installation are needed to install the wind turbine bearing platform with a firm structure, so that the construction efficiency is low is solved. The technical scheme is characterized in that the construction technology comprises the following steps that field measurement is conducted; a guide plate is welded; mooring facilities and electric conduits are manufactured; the mooring facilities, an anti-collision mechanism and the electric conduits are installed; a steel jacket box is manufactured and installed above water; a base plate is laid, reinforcing steel bars of the bottom layer of the bearing platform are bound, and bottom layer concrete is poured; first-stage concrete is maintained; a pull-and-press rod is cut off, and truss girders of a base plate machine are dismantled; reinforcing steel bars at the upper layer of the bearing platform and the tops of piles are bound, and built-in fittings are constructed; pile cores and second-stage concrete of the bearing platform are poured; the second-stage concrete of the bearing platform is cured; the steel jacket box is dismantled; and cleaning and anti-corrosion treatment of the bearing platform and ancillary facilities are conducted. According to the construction technology for the wind turbine bearing platform, over-water construction is turned into land construction, the using efficiency is improved, and the firmness of the wind turbine bearing platform is improved.",2017,E02D  27/44; E02D  27/52
483056543,CN201710324750,"Modular wave energy, tide current energy, wind energy and solar energy integrated power generation platform","The invention relates to a modular wave energy, tide current energy, wind energy and solar energy integrated power generation platform. The modular wave energy, tide current energy, wind energy and solar energy integrated power generation platform comprises a wind power generation assembly, a wave energy and tide current energy combined power generation assembly and a solar power generation device. A straight wall which is parallel to the inflow direction is arranged on one edge of an opening of a guiding cavity, an oblique wall is arranged on the other edge of the opening of the guiding cavity, a certain inclination angle is formed between the oblique wall and the inflow direction, and the oblique wall is provided with a convex part. A rotary stress-bearing part of an impeller assembly corresponds to the straight wall side. A wave energy guiding device is arranged on the oblique wall and located in front of the convex part. A first rotary shaft is arranged on the upper portion of the impeller assembly, and the upper portion of the first rotary shaft is matched with a first ratchet wheel. The lower end of a power generator is assembled on the first ratchet wheel. A wind power assembly is provided with a second rotary shaft, the lower end of the second rotary shaft is connected with a second ratchet wheel, and the second ratchet wheel is assembled to the upper end of the power generator. The wind power generation assembly and the wave energy and tide current energy combined power generation assembly work cooperatively, and high power is provided at the same moment for power-generation acting of the power generator; and the whole power generation platform floats on the liquid surface.",2017,F03D   9/007; H02S  20/32; F03D   9/008; Y02E  10/74; H02S  10/10; F03D   3/061; Y02E  10/28; F03D   3/06; F03B  13/22; H02S  10/12; Y02E  10/38; F03B  13/26; F03D   9/25
483086480,CN201680004516,Renewable power generation farm for fishing work,"The present invention relates to a renewable power generation farm for fishing work comprising a wind power generator and a power generator, the wind power generator having a rotor blade on a support rod on the upper end part of a support column which is connected and fixed to the upper side of a base structure in which a machine element buried in the seabed is exposed on the sea level, and the power generator being fixedly provided on a deck of a driving boat for fixedly installing the lower end part of the support column for the wind power generator. The present invention is provided with: a rectangular frame block which has square corners formed by means of support beams protruding, on both sides of the driving boat, from the lower part of the support column; a cross beam which is connected to the support column by passing through the intersecting point between the corners; auxiliary columns which penetratingly protrude vertically from both corners of the frame block; auxiliary driving boats which are coupled to the lower side of the auxiliary columns; a power generation farm block which is formed of solar photovoltaic power generation panels coupled to the upper ends of the auxiliary columns; and connection rods which are connected, by means of connecting links, to the front and rear sides of the driving boat of the power generation farm block.",2016,B63B   1/125; B63B2003/085; F03D   3/00; F05B2240/93; Y02E  10/50; B63B  35/44; H02S  10/00; H02S  20/00; B63B2035/4453; E02B2017/0091; F05B2240/95; H01L  31/04; F03D   1/02; F03D   9/00; F03D  13/25; F24S  20/70; Y02E  10/727; Y02E  10/74; H01L  31/042; B63B2035/446; F03D   9/007; Y02E  10/47; H02S  10/12; F03D   1/00; F03D   9/11
483106310,US201715434085,System and method for coordinating a propeller with an electronic engine control,"A method and system are provided for coordinating a propeller with a controller module including a machine having a controller module and a propeller mounted to a propeller shaft at a hub. The shaft is arranged to be received in the machine, and a sensor is mounted to the machine, connected to the electronic controller module, and configured to sense the propeller when the propeller shaft is received in the machine.",2017,B64C  11/30; F02D  29/02; B64C  11/301; B64F   5/00; F02C   9/00; B63H2003/006; F03D  17/00; B64C  11/38; B64C  11/00; F02B  61/04; B63H   3/00; B64F   5/60; F02C   3/107
483246915,TW20154143408,"Transportation and installation method for huge underwater base of offshore wind turbine and its transportation and installation apparatus for simplifying installation procedure, increasing operation efficiency and reducing operation cost","The invention provides a transportation and installation method for a huge underwater base of an offshore wind turbine and its transportation and installation apparatus. A transportation boat is operated with two buoyancy devices to carry a huge wind turbine base, which is then transported to an installation site through a towboat, thereby completing a shore installation step and a sea towing step. Furthermore, by using a crane disposed on the installation site to position the wind turbine base, the wind turbine base can be accurately installed on the installation site, thereby completing a pre-installation step and a positioning installation step. In the invention, existent machines are used to transport and install the wind turbine base, so as to provide the advantages of simplifying installation procedure, increasing operation efficiency and reducing operation cost, and allow a small or medium-sized self-elevating installation boat to perform an installation of the huge underwater base thereby enlarging the investment benefit by more than two times.",2015,F03D  13/25; Y02E  10/727
483341141,CN201720133620U,Energy -saving channel sign,"The utility model provides an energy -saving channel sign, includes the tower body, installs marker lamp, wind -force supply assembly on the tower body, wind -force supply assembly includes impeller, generator, battery, and its technical essential lies in: the impeller is horizontal rotary drum and moves and connect in the tower body, evenly distributed has a plurality of blades on the impeller, the outside of blade has a vertical windpiston that holds, and all windpistons that hold are all towards up time needle or anticlockwise slope setting. The utility model provides a channel sign utilizes the impeller of horizontal installation to realize the effective utilization to the natural wind ability to the each side, still sets up one -way drive assembly simultaneously between impeller and transmission shaft, effectively avoids causing the damage to generator or battery under the unexpected reversal condition of impeller.",2017,Y02E  10/727; Y02E  10/74; F03D   9/11; F21S   9/02; F03D  15/10; F03D   3/06; F03D  13/25
483341621,CN201720160293U,Floating power generation device,"The utility model provides a floating power generation device which the one end at a mounting bracket is fixed to the generator, and the drive shaft of generator is passed through drive mechanism and is connected with water flow drive mechanism, wind -force actuating mechanism and manual actuating mechanism transmission, water flow drive mechanism include kuppe, impeller, deflector and a conical tooth wheel pair, the both sides of kuppe are connected in the kuppe support of n shape, respectively connect a deflector in the rear end both sides of kuppe, axis in the kuppe rotates the installation impeller, the upper end of the first transmission shaft of output shaft coaxial coupling of generator, and the lower extreme rotation of this first transmission shaft is passed the top of kuppe support, the axle of impeller is connected with the lower extreme transmission of this first transmission shaft through a conical tooth wheel pair. The beneficial effects of the utility model are that: having three kinds of driving method of water flow drive mechanism, wind -force actuating mechanism and manual actuating mechanism, can utilizing three kinds of energy electricity generations, tens are storage battery charging, have solved electric power on water and can not obtain an effectively additional difficult problem.",2017,Y02E  10/223; F03D   1/06; F03D  15/10; F03G   5/02; F03D   9/25; Y02E  10/722; Y02E  10/727; F03B   3/12; F03B   3/18; F03D  13/25; F03B  13/00; Y02E  10/725; Y02E  10/721
483348559,CN201621345915U,Overhead energy storage platform structure suitable for jacket wind -powered electricity generation basis,"The utility model provides an overhead energy storage platform structure suitable for jacket wind -powered electricity generation basis, is a platform structure who places bulky energy storage battery who is applicable to pipe posture wind -powered electricity generation basis. Constitute by steel leg column, linkage segment, steel connecting rod and steel platform, four even vertical layout of steel leg column axial symmetry, steel leg column pass through horizontally steel connecting rod at top and middle part along clockwise between two liang and connect, establish the steel platform on the competent steel connecting rod of top institute, and steel platform center is a circular pore to be connected with the steel connecting rod. Its effect is: can provide very big energy storage battery places the space to reduce the miniaturized degree of difficulty of high energy storage of battery, jacket structure the stiffness is great moreover, can provide stable support for the energy storage platform, makes the structure have good stability. This structure needn't be built alone for the energy storage platform and supported the basis simultaneously, has both shown the construction cost who reduces the energy storage platform, has good economic nature, does not increase the design and construction degree of difficulty of total again.",2016,F03D  13/25; Y02E  10/727
483349019,CN201621314303U,Self -adaptation navigation boats and ships based on green energy,"The utility model provides a self -adaptation navigation boats and ships based on green energy, including boats and ships, the driving system of setting in boats and ships, still include vertical axis windmill, top anti -sway device, generator and subtract and shaking electricity generation switching structure, the vertical axis windmill include the windmill and with the wind the car rotate and the pivoted drive shaft, subtracting and shaking the electricity generation and switch over the structure and include and follow the driving wheel with actuating shaft connection's mechanical speed adjusting device, the first second of being connected from the driving wheel, with top anti -sway device is connected with the action wheel of drive shaft through gear drive, derailleur, with the generator, the both ends of derailleur are followed the driving wheel and are connected with first driving wheel and the second of following respectively, mechanical speed adjusting device include with actuating shaft connection's axle sleeve, be connected with the flyball on the axle sleeve, the axle sleeve pass through the transfer line with the derailleur connect. The utility model discloses can realize making boats and ships steadily to navigate by water as far as possible, simultaneously can the energy saving.",2016,B63B  39/00; B63J   3/00; B63H  21/14
483356500,DK20050447237T,Apparat og fremgangsmÂde til offshore installationer,NULL,2005,E02B  17/00; E02B  17/0017; E02B  17/02; E02B2017/0065; E02B2017/0086; F03D  13/10; E02B2017/0082; F03D   1/00; F03D  13/20; Y02E  10/727; F05B2240/95; E02B  17/025; F03D  13/22
483356508,DK20130197572T,"Planetgear, vindgenerator med planetgear og anvendelse af et planetgear",NULL,2013,F03D  13/25; F03D  15/00; F03D  15/10; F16H   1/36; F05B2240/95; F16H   1/28; F03D   9/25; Y02E  10/722; F05B2260/40311; F05D2260/40311
483393876,US201515507250,Floating wind power generation device,A floating wind power generation device comprises: a main buoyant body which has buoyancy and a space portion provided in the center; an auxiliary buoyant body which has buoyancy and is connected to the main buoyant body by being inserted into the space portion of the main buoyant body; a plurality of wind power generators which are vertically provided on top of the auxiliary buoyant body and generate power; a location control means which is connected to the main buoyant body and controls the location of the main buoyant body; an oscillation inhibiting means which is connected to the main buoyant body and enables the main buoyant body to maintain an equilibrium state by absorbing the sea waves; and a dock connection unit which is connected to the main buoyant body and enables a ship to lie at anchor on the sea.,2015,B63B  39/10; B63B2035/4466; B63B  39/06; F03B  13/16; F03D   9/255; B63B2001/044; F03D   9/25; Y02E  10/725; B63B   1/04; F03B  13/18; F03D  13/25; B63B2241/12; Y02E  10/727; F03D   9/12; F05B2240/95; Y02E  60/16; B63B  35/44; B63B  39/005; F03D  15/10; F05B2240/93; B63B  21/00; B63B2035/446; B63B2039/105; F03B  13/1815; B63B  39/00; Y02E  10/38
483431233,CN201710523614,Large-diameter single pile axis perpendicularity real-time monitoring system,"The purpose of the invention is to provide a large-diameter single pile axis perpendicularity real-time monitoring system. The large-diameter single pile axis perpendicularity real-time monitoring system comprises a laser range finder, a triaxial banking indicator, a communication module and a backstage display device. The laser range finder and the triaxial banking indicator transmit measured data of included angle between a pile cap and a pile column and horizontal data of the pile cap to the backstage display device through the communication module. According to the large-diameter single pile axis perpendicularity real-time monitoring system, the included angle of the pile cap and an anvil, namely the included angle of the pile column and the pile cap is measured through the laser range finder, and the horizontal degree of the pile cap is measured through the triaxial banking indicator, so that automatic degree during construction engineering is improved, artificial influence factors are reduced, monitoring precision and construction efficiency of the perpendicularity of the on-sea wind power foundation pile are improved.",2017,E02D  27/44; E02D  27/52; E02D  27/12; E02D  33/00
483462286,JP20170103877,BASE STRUCTURE FOR INSTALLING OCEAN WIND TURBINE,"PROBLEM TO BE SOLVED: To provide a base structure for applying an installation method of an ocean wind turbine capable of installing the wind turbine without using a special ship such as a jack-up ship.SOLUTION: In a base 12 of a wind turbine 10 for erecting a tower 20 for constituting the wind turbine 10, carried to an upper part of a foundation 40 arranged on an ocean and temporarily provided on the foundation 40 by a draft adjustment of a floating body, the base 12 is provided with a sheath pipe 16a for inserting a pile 42 for constituting the foundation 40 and a stopper bracket 16b arranged in the sheath pipe 16a and determining a support height of the base 12, and the sheath pipe 16a comprises an opening of penetrating through upper-lower surfaces of the base 12, and is constituted so that concrete or mortar can be flowed in the inside of the sheath pipe 16a after inserting the pile 42.SELECTED DRAWING: Figure 16",2017,Y02E  10/727; F03D  13/25; E02D  27/32; E02D  27/52; E02D  27/12
483479644,RU20160105075,METHOD FOR MANUFACTURING SEGMENT OF WIND POWER PLANT TOWER FROM PRECAST CONCRETE ELEMENT AND FORMWORK OF TOWER SEGMENT FROM PRECAST CONCRETE ELEMENT,"FIELD: construction.SUBSTANCE: method for manufacturing a segment of a wind power plant tower from a precast concrete element includes installation of an inner formwork having at least one opening and at least one holding assembly on the inner side of the inner formwork in the area of the opening. The first end of the concrete anchor or the removable element is introduced at the first end of the concrete anchor from the outside of the inner formwork through the opening into the holding assembly to hold the concrete anchor. The outer formwork is installed. Concrete is poured between the inner and outer formworks. The removable element at the first end or the first end of the concrete anchor is removed. The inner and outer formworks are removed. The holding unit has first and second holding plates arranged parallel to each other, back plates and the first and second holding elements. Each of the first and second holding elements has the first spring end, a stop portion and the second end. The first spring ends of the first and second holding elements create spring loading when the first end of the concrete anchor is inserted in the first direction, and the stop portions of the first and second holding elements create a lock in the second direction opposite to the first direction.EFFECT: improved efficiency of manufacturing the segment of the wind power plant tower.5 cl, 7 dwg",2014,B28B  23/0056; E04H  12/12; E04G  21/18; F16B  37/0857; F03D  13/22; B28B  23/00; B28B  23/005; B28B   1/14; F16B  37/08
483607852,KR20160181887,Sensor casing apparatus for offshore wind power substructure having anti-corrision,"The present invention relates to a sensor casing apparatus for an offshore wind power support structure with anti-corrosion performance, which is capable of collecting reliable sensing data by protecting one or more measurement sensors mounted on a support structure from a marine environment to determine structural integrity of an offshore wind power support structure. More specifically, the sensor casing apparatus of the present invention comprises: a protective casing being in contact with a selected portion of an offshore wind power support structure, having an opened contact surface with the support structure and one side surface facing the contact surface, and accommodating at least one measurement sensor therein; a fixing means mounted on the protective casing to fix the protective casing to the support structure; and a sealing cover coupled to the opened one side surface of the protective casing to seal the one side surface.",2016,F03D  17/00; F05B2240/96; F05B2240/95; F05B2260/95; F03D  13/25; F03D  80/00; Y02E  10/722; Y02E  10/727; F05B2260/83
483637807,CN201621435711U,Marine fortune dimension twinhull vessel in intertidal zone,"The utility model relates to a marine fortune dimension twinhull vessel in intertidal zone, lower floor's hull include the tall and thin single hull of two symmetries, and lay on the single hull of lower floor uncovered on the deck, sets up by the postposition at the deck middle part and made superstructure, and the deck is by the superstructure partition and form fore deck and quarter deck, it hangs to install a book arm on the fore deck, superstructure includes lower floor life office area and the upper strata district of steeing, stores including machinery room, material, between storing, machinery room and material lie in the front end of lower floor life office area towards the superstructure of fore deck. The utility model has the advantages of: the design of adoption twinhull vessel, bow design have crew cut to land the port, cooperate the propeller of stern, depend on tight wind power equipment when being convenient for maintain, in addition, time saving and labor saving,",2016,B63B  35/00; B63B   1/12
483651889,DK20110804635T,FREMGANGSM≈DE OG APPARAT TIL H≈NDTERING AF VINDMÿLLEKOMPONENTER UNDER TRANSPORT OG SAMLING,NULL,2011,F03D  80/00; B66C   1/108; E02B  17/00; Y10T  29/4932; F03D  13/22; E02B2017/0091; Y02E  10/726; B66C   1/10; F03D  13/20; F03D  13/25; E02B2017/006; F03D   9/257; F03D  13/40
483678334,CN201580057997,Connection system for array cables of disconnectable offshore energy devices,"A floating connector of an offshore energy device and a method for connecting the floating connector is provided. The floating connector includes a buoy having a long spar like floater, where the buoy provides buoyancy to the floating connector. The floating connector further includes at least two cables for connecting to the offshore energy device. The floating connector also includes a joint box for coupling to the offshore energy device and for providing an electrical connection of the at least two cables to a switchgear of the offshore energy device. When the joint box is coupled to the offshore energy device, an electrical circuit with the at least two cables is completed through the offshore energy device via the switchgear.",2015,B63B   1/107; B63B  22/00; F03D   9/257; B63B  22/04; B63B  22/18; B63B2035/446; B63B2039/067; B63B  35/44; F05B2240/93; F03D  13/25; B63B2035/4433; Y02E  10/725
483693518,US201615227846,"Rotary jet, power generation systems and motors including the same, and methods of making and using the same","A rotary device (e.g., a rotary jet), power generation system, and methods of manufacturing and using the same are disclosed. The rotary jet includes a central axle or shaft, an inlet configured to receive at least one fluid, and a plurality of radial arms in fluid communication with the inlet, configured to rotate around the central axle or shaft. Each radial arm has a nozzle at a distal end thereof and an arc between the inlet and the nozzle. The radial arms extend radially from the central axle or shaft at least in part, and are configured to rotate when the fluid enters the inlet and passes through the radial arms, or when a rotational force is applied to the central axle or shaft. Each nozzle may have an opening facing away from a direction of rotation of the radial arms or facing in a direction parallel with the central axle or shaft.",2016,Y02E  10/223; Y02P  70/525; B63H  11/04; F02C   3/16; B63H  11/12; F02K   7/00; F03D  15/00; B63H  11/08; F01D   1/32; F03D   1/06; F03B   3/08
483757851,CN201621243988U,"A but, reducing anchorage device for fan maintenance","The utility model provides a but, reducing anchorage device for fan maintenance, its characterized in that includes ring, telescoping device etc, the spout has been seted up to the ring inboard, the round hole has been seted up on the ring, install the telescoping device in the spout, the telescoping device includes fixed block I, rotates wheel I, rotates wheel II, cuts fork, spring etc, fixed block I is installed in the spout, fixed block I with cut fork bottom one end hinge and connect, cut the fork bottom other end and rotate I hinge on the wheel and connect, it installs in the spout to rotate wheel I, the through -hole has been seted up on cutting the fork and rotating round I pole of being connected, the spring passes the through -hole, III hinges on spring one end and the rotation wheel connect, the spring other end with cut the fork fixed connection. The utility model discloses a spring is given and to be cut change that the pole stuck exerted and make and cut rotation wheel that the fork is connected I, rotate wheel II, remove in spout and slide respectively, accomplishes and cuts the flexible of fork, make attached surperficial attached to a tower section of thick bamboo.",2016,Y02E  10/722; F03D  80/50
483787194,PT20020774638T,METHOD FOR OPERATING A WIND PARK,NULL,2002,F03D   7/048; F05B2270/304; B63H   1/06; F03D   7/00; F03D   9/255; F05B2270/337; Y02B  10/30; Y02E  10/723; Y02E  10/725; Y02E  10/763; F03D   7/02; F03D   7/0272; H02J   3/38; H02P   9/00; F03D   7/0284; F03D   9/257; F05B2270/335; H02J   3/386; Y10T 307/724; F03D   9/00; F03D   7/04; F05B2270/1033
483795025,FR20170054937,DISPOSITIF ET NAVIRE DE MAINTENANCE POUR EOLIENNE OFFSHORE,"La prÈsente invention concerne un dispositif de maintenance (1) pour Èolienne offshore (10) apte ‡ s'appliquer contre et se dÈplacer le long du m‚t (10a) de l'Èolienne comprenant : - une plateforme de maintenance (2) comprenant une Èchancrure (2a) de prÈfÈrence en forme de U, de sorte que le m‚t de l'Èolienne (10) puisse rentrer dans ladite Èchancrure (2a), et - des moyens de dÈplacement (3) de ladite plateforme de maintenance (2) le long du m‚t de l'Èolienne (10a), comprenant une pluralitÈ de chenilles motorisÈes (30) disposÈes dessous ladite plateforme de maintenance de sorte que lorsque le m‚t de l'Èolienne est disposÈ dans ladite Èchancrure avec l'axe longitudinal vertical du m‚t de l'Èolienne perpendiculaire au plan de travail (2b) de ladite plateforme de maintenance, les dite chenilles (30) comprenant des patins (30a) sont aptes ‡ s'appliquer en appui contre ledit m‚t de l'Èolienne et se dÈplacer le long du m‚t de l'Èolienne. La prÈsente invention concerne Ègalement un navire (100) de maintenance d'Èolienne ÈquipÈ d'un dispositif de maintenance (1) pour Èolienne offshore (10) selon l'invention.",2017,B66C  23/185; F03D  80/50; F05B2230/61; B66C  23/18; F03D  13/25; B66C   3/20; E02B  17/0034; E04G   3/243; B63B  35/00; E04G2003/286; B62D  57/024; B63B  27/16; B66C2700/01; B62D  55/06; B66C  23/52
483819803,DE201610118079,Mooring-Boje f¸r eine schwimmende Windenergieanlage,"Einheit mit einer ein schwimmendes Fundament (10) aufweisenden schwimmenden Windenergieanlage (100) und einer mit dem schwimmenden Fundament (10) der schwimmenden Windenergieanlage (100) verbindbaren schwimmenden Mooring-Boje (20) mit wenigstens einem Verankerungsmittel (30) zur Verankerung der Mooring-Boje (20) am Gew‰ssergrund, dadurch gekennzeichnet, dass das schwimmende Fundament (10) der schwimmenden Windenergieanlage (100) eine Ausnehmung (12) zur Aufnahme der Mooring-Boje (20) aufweist.",2016,B63B  21/50; B63B  22/20; Y02P  70/523; B63B  35/44; F05B2240/93; F05B2230/6102; B63B  21/508; B63B2035/446; B63B  21/507; B63B  22/02; F03D  13/25; Y02E  10/727
483897348,CN201720188630U,Marine wind power inlays rock and mixes pile foundation,"The utility model relates to a marine wind power inlays rock and mixes pile foundation, it is the single pile basis, it contains upper portion steel -pipe pile and lower part bored concrete pile, the two links to each other through the concrete linkage segment, the distance that the concrete linkage segment stretched into the steel -pipe pile bottom is not less than 2 times of stake footpaths, still contain stake point thickening district in the bottom of concrete linkage segment, the steel reinforcement cage of bored concrete pile upwards stretches into bottom the reinforced concrete linkage segment, the bored concrete pile is pour with the reinforced concrete linkage segment together, the steel -pipe pile is arranged in on the basement rock face during installation, the bored concrete pile is the drilling bored concrete pile, arrange in under the basement rock face, the degree of depth of drilling bored concrete pile embedding basement rock face is not less than 1.5 times of stakes directly, be C40 reinforced concrete in the reinforced concrete, the utility model discloses a be applicable to the marine wind power pile foundation of more shallow overburden, the atress is reasonable reliable, and resistance to plucking, anti horizontal bearing capacity are strong etc. Can popularize and apply each marine wind power field.",2017,E02D  27/42; E02D   5/48; E02D   5/40
483935448,US201715605764,Propeller,A propeller having a means for creating fluid flow in a non-axial direction and redirecting it in an axial direction.,2017,F03D   1/06; F03D   1/0625; Y02E  10/721; B64C  11/18; F04D  17/025; Y10T  29/49332; F04D  29/32; F05B2210/16; F01D   5/14; F02K   3/06; F04D  29/384; F05B2250/24; F05B2250/26; Y02T  50/673; B64C  11/16; F01D   5/141; F04D  17/02; B63H   1/26; B64C  11/005; B64C  11/20; F04D  19/00; F04D  29/38; B63H   1/265; B64C  11/00; F05B2250/25
484015662,DK20120163861T,OFFSHORE-VINDENERGISYSTEM,NULL,2012,F03D  17/00; F05B2240/95; F03D   7/048; F03D   7/047; F03D   9/257; F03D  80/00; Y02E  10/723; F03D   7/04; F03D   9/00
484016573,NL20172019168,Wind turbine and method of installing thereof,"The present invention relates to a wind turbine, comprising: - a nacelle with a generator that is drivable by a rotor that comprises rotor blades, wherein the rotor blades convert wind power into energy; - a monopile tower, supporting said nacelle; and - a compartment configured to accommodate an energy storage medium to store the energy. The invention further relates to a method of installing such a wind turbine, comprising the steps of: - arranging said compartment in said monopile tower before transport; - transporting said monopile tower; and - driving said monopile tower into a seabed.",2017,F03D   9/10; F03D  13/20; F03D  13/25; F03D   9/18; F03D  13/40; E02B2017/0065; F03D   9/19; E02B2017/0091; F05B2240/93; F03D   9/17; E02B2017/0039; F05B2240/912
484053496,CN201620530613U,Sewage treatment ship,"The utility model discloses a sewage treatment ship, including hull, clearance pipeline and wind power generation set, the clearance pipe setup have inside the hull, the clearance pipeline is the form setting of upwards bending, the front end and the end of clearance pipeline are provided with indent colloid gasket and evagination colloid gasket respectively, the top of clearance pipeline is provided with disinfectant and places the box, the hull bottom is provided with the installation body, install the internal driving motor that is provided with to install drive arrangement through driving motor, wind power generation set passes through the bracing piece setting inside the hull, wind power generation set's output is connected with the battery to through battery and driving motor electric connection, the battery is installed in the hull. This sewage treatment ship, convenient operation safety, the harmful substance effect in the clearance sewage is good, and follow -up cost of use is low.",2016,B63B  35/00
484055634,CN201621197796U,Offshore wind generating set,"The utility model provides an offshore wind generating set. This offshore wind generating set sea cable inlet wire device includes installation department and the fixed threading pipe that sets up on the installation department, the threading pipe have supply that the cable passes through cross the line hole, the height that highly is less than the leading -out terminal of the inlet wire end of threading pipe. This sea cable inlet wire device threading is more convenient.",2016,F03D   9/30; F03D  80/00; Y02E  10/722; Y02E  10/727
484097905,CN201710480363,Wind power generator with windproof function,"The invention relates to a wind power generator with a windproof function. The wind power generator comprises a seabed anchor, a connecting pile, a base, a floater, a tower barrel, a generator unit, a drive mechanism, a first fixing mechanism and a second fixing mechanism. The first fixing mechanism comprises a support rod, a push rod, a first rack, a second rack and a circular gear. The second fixing mechanism comprises a force sensor, a winch and a pull rope. The drive mechanism comprises blades, a flange plate and a transmission shaft. According to the wind power generator with the windproof function, under the normal situation, the tower barrel of the wind power generator is fixed into the base, and when the sea level is extremely elevated under the conditions of rainstorm, tsunami and the like, the tower barrel can float on the sea surface under the action of the floater. In addition, the wind power generator is further provided with an anti-collision mechanism, and during ship collisions, the wind power generator and the ships can all be protected.",2017,F03D   1/025; F03D   1/065; F05B2270/602; F05B2280/1071; Y02E  10/721; F03D  80/82; H02S  10/12; F03D   1/02; F03D   7/02; F03D   7/0268; F05B2280/2006; F03D   1/06; F03D   9/007; F03D  80/00; F05B2270/32; F05B2280/1031; F05B2270/605; Y02E  10/723; F03D  80/80; F05B2270/80; Y02E  10/722
484103038,CN201710493454,Offshore wind power generator capable of clearing off garbage on sea surface,"The invention relates to an offshore wind power generator capable of clearing off garbage on the sea surface. The offshore wind power generator comprises a sea bottom anchor, support pillars, a base, a tower barrel, a power generation mechanism and a cleaning mechanism. The power generation mechanism comprises a driving assembly and a power generation assembly. The driving assembly comprises a first rotating shaft, a flange plate, vanes and a first gear. The power generation assembly comprises a second gear, a second rotating shaft, a gear box and a generator set. The cleaning mechanism comprises a power assembly and a cleaning assembly. The cleaning assembly comprises a cleaning cavity, a piston, a dirt collection chamber, a filter screen, a first one-way valve, a second one-way valve and a support. The power assembly comprises a rotating disc, a connecting pillar and a connecting unit. The offshore wind power generator capable of clearing off the garbage on the sea surface is ingenious in structure; and stable wind power on the sea can be used for power generation, and power generated when rotating components in the wind power generator rotate can be used for collecting and clearing the sea garbage.",2017,E02B  15/10; E02B  15/106; F03D  15/10; F03D  80/82; Y02E  10/727; Y02E  10/722; F03D   1/06; Y02E  10/721; F03D  80/80; Y02E  10/725; F03D   9/25; F03D  13/25; F05B2280/2006
484193449,DK20090161632T,System og fremgangsmÂde til at transportere vindm¯lletÂrnafsnit p et skibsfart¯j,NULL,2009,B63B  35/003; F05B2260/30; F03D   1/00; Y02E  10/727; B63B  35/00; F03D  13/40; B63B  25/28
484198119,US201715618373,Hydraulic based efficient energy storage and regeneration system,"An energy storage and regeneration system that converts irregular, non-constant, and variable input power to regular, constant, and controlled output power using hydraulics whereby the irregular input power is used to pump hydraulic fluid into an accumulator array where it is stored pressurized. Energy is released in a controlled fashion using a hydraulic motor operated by the pressurized hydraulic fluid from the accumulator array, in accordance with the specified power demand. One or more power units may be deployed depending on the amount of energy required at the output. Each power unit includes a hydraulic motor and associated floating accumulator assembly whose internal pressure is controlled to maintain a substantially constant pressure differential across its associated motor.",2017,F03D   9/17; F15B  13/06; F15B2211/7121; H02K   7/18; F16H  61/44; F15B   1/024; F15B2211/7058; F15B2201/41; F03D   9/255; F15B   1/04; F15B  11/16; Y02P  80/13; F03D   9/25; F16H  61/4096; Y02E  10/725; Y02E  60/15
484238722,CN201720206278U,Electric ships actuating system based on wind -force and solar energy power generation,"An object of the utility model is to provide an electric ships actuating system based on wind power generation for solve the energy -conserving ring green -keeping look driven technical problem of boats and ships. Including wind power generation set, solar power system, power storage device, drive arrangement and control system, wind power generation set installs in the hull top, and drive arrangement installs the tail end in the hull below, and wind power generation set is connected with the power storage device electricity, and power storage device is connected with the drive arrangement electricity, drive arrangement includes gearbox, arrestment mechanism, drive mechanism and screw mechanism, control system respectively with wind power generation set, power storage device and drive arrangement electricity connect. The beneficial effects of the utility model are that: having changed boats and ships among the prior art and having adopted diesel engine etc. To utilize fossil energy burning energy supply mode, green, environmental protection do not lead to the fact the pollution to the environment, the energy -conserving effect of realization that can be very big reduces the operation cost of boats and ships.",2017,H02J   7/35; H02J   7/14; B63H  21/17
484253258,CN201680006265,Method for providing a stable working platform and a vessel thereof,"The present invention discloses a method and a vessel (7) for providing a stable working platform for an offshore wind turbine (1). The vessel (7) comprises one or more buoyancy chambers configured to be at least partly filled with water so that the vessel (7) remains on the seabed (13) during the servicing or installation process. The buoyancy chambers may be passively filled with water by opening one or more hatches (24) or doors (14) in the hull (8) or actively filled with water by using a pumping system (15). The vessel (7) further comprises an upper deck (17) or raised deck on which one or more lifting units (18) are arranged. The lifting unit (18) is used during the servicing process or the installation process. After the service or installation process is completed, the buoyancy chambers are closed off and the vessel (7) is raised from the seabed (13) and any trapped water is led out of the vessel (7). The vessel (7) is finally moved to another location or back to the harbor.",2016,E02B2017/0091; B63B  35/42; F03D   1/00; F03D  80/50; Y02E  10/727; F03D  13/25; B63B  35/00
484266689,CN201710414933,Novel offshore wind turbine floating type platform,"The invention discloses a novel offshore wind turbine floating type platform. The novel offshore wind turbine floating type platform comprises blades, a cabin, a tower frame, a floating type foundation, a stabilizer frame and motion stabilizers; the blades, the cabin and the tower frame are mounted on the central position of the floating type foundation, the four motion stabilizers are evenly distributed at the bottom of the floating type foundation in the circumference direction through the stabilizer frame, through external loads borne by the bottom of the floating type foundation, damping of the motion stabilizers is adjusted, and the aim of improving the stability of the floating type structure is achieved. The speed of responding to wind-wave load instantaneous variations in the different circumference directions is high, the main device is simple in type, good controllability and maneuverability are achieved, and mounting and maintaining are facilitated.",2017,Y02E  10/722; Y02E  10/727; F03D  15/00; Y02E  10/726; F03D  13/25
484271680,JP20160050765,"CONSTRUCTION METHOD OF STRUCTURE, AND WORK BARGE","PROBLEM TO BE SOLVED: To provide a construction method of a structure and a work barge for stably towing and installing on a water bottom a large structure that exceeds hoisting capacity of a crane carried on a ship.SOLUTION: A hoisting jig 11 connected to a windmill foundation 1 is connected to a wire 13 of a crane 9 installed on a hull 8 of a work barge 7, and the windmill foundation 1 is hung by the crane 9. The windmill foundation 1 is placed inside a construction scaffold 17 of a frame structure installed on the hull 8, using the crane 9. After connecting a counterweight 23 installed on a perpendicular frame 21 of the construction scaffold 17 with the hoisting jig 11 using a wire 25, the wire 13 is removed from the hoisting jig 11 and the counterweight 23 is made to support the windmill foundation 1. Then, the work barge 7 is moved for transporting the windmill foundation 1 to a prescribed water area, the wire 25 is removed from the hoisting jig 11 and the wire 13 is attached, for hoisting the windmill foundation 1 with the crane 9 and submerging the windmill foundation to a water bottom.SELECTED DRAWING: Figure 2",2016,B63B  35/00; B63B  27/10; E02D  23/00; E02D  23/02
484302459,CN201720122421U,Marine wind turbine foundation single -column adheres to assembled alongside structure,"The utility model relates to a marine wind turbine foundation single -column adheres to assembled alongside structure, its characterized in that: concrete cap's a plurality of piece steel -pipe piles are inserted including concrete cap and upper end to one side, the last lateral wall portion of concrete cap is equipped with the vertical steel cat ladder that the steel platform was worn to locate in steel platform and upper portion, concrete cap and steel -pipe pile side are equipped with the vertical ship component that leans on, a plurality of level settings of leaning on the ship component to include interconnect be the ship steel post and a plurality of erect to set up lean on the ship steel pipe, the steel pipe of being connected to the side of the upper portion of leaning on the ship component and the cushion cap passes through flange joint, vertical steel cat ladder is fixed to be established at horizontally connect steel pipe side, and vertical steel cat ladder sub -unit connection leans on the ship steel pipe to the level setting on, each segmentation of steel cat ladder is connected through flange bolt. The utility model discloses can realize that the climax is poor, safe, convenient boats and ships alongside and the operation of fortune dimension in the high sea sea area, the change and the maintenance of the alongside structure of being convenient for improve the wind turbine foundation alongside and to severe sea condition's adaptability, increase wind turbine foundation alongside structural strength of system and stability, have extensive application prospect in ocean engineering.",2017,E02D  27/16; E02B  17/00; E02D  27/14; E02D  27/42
484302555,CN201720122451U,Marine wind turbine foundation concrete cushion cap waterproof sealing structure,"The utility model relates to a marine wind turbine foundation concrete cushion cap waterproof sealing structure, its characterized in that: establish the interior foundation ring of wind turbine foundation concrete cushion cap at sea including marine wind turbine foundation concrete cushion cap with inserting, water inflation sealing rod should be met promptly for third way stagnant water to the periphery wall of foundation ring and be located basic concrete cushion cap concreted structure below and be equipped with the round and meet water inflation sealing rod, the below that the inside and outside all walls of foundation ring just lie in basic concrete cushion cap concreted structure contacting area is equipped with inside and outside annular provided groove, the beneficial effect of the utility model: through first, two, three stagnant waters, improved marine wind turbine foundation concrete cushion cap waterproof sealing structure ultraviolet resistance and the anti performance of splitting, improve marine fan and to the adaptability of marine adverse circumstances, guaranteed the security of marine wind turbine foundation structure, extensive application prospect has in ocean engineering.",2017,E02D  27/52; E02D  27/42
484305982,CN201720012291U,Multi -cylinder base truss -like marine wind power foundation structure,"The utility model relates to a multi -cylinder base truss -like marine wind power foundation structure. The utility model aims at providing a simple structure, simple to operate, be applicable to the multi -cylinder base truss -like marine wind power foundation structure of multiple geological conditions. The utility model provides a: a multi -cylinder base truss -like marine wind power foundation structure, includes bracing truss, the bracing truss top meets operation platform and is used for connecting superstructure's mounting flange, its characterized in that: the bracing truss lower extreme has evenly connect a plurality of steel suction section of thick bamboos, and this steel suction section of thick bamboo is a top cap and a semi -closed structure of wall constitution, downward, vertical the arranging of steel suction section of thick bamboo open end, be equipped with logical water and the air vent that is used for connecting the suction pumps valve on the top cap of a steel suction section of thick bamboo. The utility model is suitable for an engineerings such as marine anemometer tower, marine fan, marine supporting platform.",2017,E02D  27/42
484308765,CN201720236786U,Electric drive wind -force aeration systems,"The utility model relates to an electric drive wind -force aeration systems, including aerogenerator and by aerogenerator driven aeration fan, be equipped with the dc -to -ac converter between aerogenerator and the aeration fan, be equipped with the converter between dc -to -ac converter and the aeration fan. The utility model discloses aerogenerator exports the direct current, it supplies with aeration fan to turn into the alternating current through the dc -to -ac converter, through the frequency change regulation aeration fan operating mode of converter and aerogenerator's matching optimization, electric drive aeration fan mode with aerogenerator, the construction problem of external power supply has been avoided, and the expense that later no longer needs power consumption of installing, the optimum natural river course that fits, the water treatment and the quality of water in pond and lake promote, electric drive also makes aerogenerator and aeration fan can install the position in the difference, it is very convenient to the scene installation.",2017,Y02W  10/33; C02F   7/00; F04D  25/08; Y02E  10/725; Y02W  10/15; C02F   3/02; F03D   9/25; Y02P  80/158
484310928,CN201720000881U,Marine combination platform that low carbon sustainability lived in and traveled,"The utility model provides a marine combination platform that low carbon sustainability lived in and traveled, including a plurality of suspended platform modules of floating on the sea, interconnect between a plurality of suspended platform modules, the suspended platform module includes that base and a plurality of interval set up in the outstanding buoyancy module in the base outside, set firmly four on the base rather than the perpendicular frame construction who sets up, the interval sets up between each frame construction, four frame construction connect truss connection by two levels and spaced respectively and fix, frame construction includes from the last planting layer that sets gradually extremely down, live in the layer and the electromechanical device layer, this combination platform collection vegetable planting, human living, wind power generation and seawater desalination are as an organic whole, and make full use of marine resources has stronger self -supporting ability, can reduce marine tourism effectively and live in the cost, and the ambient temperature on the combination platform is suitable simultaneously, are fit for visitor and old person and live in for a long time, can reach album tourism and endowment effect as an organic whole, can alleviate living in and the endowment problem of coastal cities to a certain extent.",2017,B63B  35/44
484311494,CN201720062855U,Marine wind power construction is with turning over a ware,"The utility model relates to a marine wind power construction is with turning over a ware includes bottom plate (1), installs in intermediate base (2) and base (3) of hull on -board, the bottom intermediate position department of intermediate base (2) is articulated mutually with intermediate base (2), the top symmetry of bottom plate (1) is provided with two arcs and embraces claw (4), and the arc embrace claw (4) the plane of locating mutually perpendicular with the length direction of bottom plate (1), base (3) are located the left end below of bottom plate (1), and install pulley (3.1) on base (3), and the one end of a cable (3.2) is connected on bottom plate (1), and the other end is connected behind pulley (3.1) in the hull on -board, install location hook (6) on the right -hand member top surface of bottom plate (1). The utility model relates to a marine wind power construction is with turning over a ware, simple structure, the high -efficient convenience of use.",2017,E02D   7/00
484319073,ES20020774638T,Procedimiento para el funcionamiento de un parque eÛlico,"Procedimiento para el funcionamiento que apoya a la red de un parque eÛlico, compuesto de varias plantas de energÌa eÛlica (1-3), estando conectado el parque eÛlico a una red de suministro elÈctrico (6), a la que se alimenta la potencia elÈctrica producida por el parque eÛlico, y disponiendo el parque eÛlico y/o al menos una de las plantas de energÌa eÛlica del parque eÛlico de una entrada de control mediante la que se puede ajustar la potencia elÈctrica del parque eÛlico o de una o varias plantas de energÌa eÛlica individuales en un intervalo de 0 a 100 % de la respectiva potencia que se va a poner a disposiciÛn, en particular la potencia nominal, y que est· previsto un dispositivo de procesamiento de datos (20) que est· conectado a la entrada de control y mediante el que se ajusta el valor de ajuste en el intervalo de 0 a 100 %, en dependencia de la magnitud de la potencia que pone a disposiciÛn todo el parque eÛlico en su salida para la alimentaciÛn a la red elÈctrica, caracterizado porque el operador (ESE) de la red de suministro elÈctrico, a la que est· conectado el parque eÛlico, ajusta la potencia suministrada por el parque eÛlico mediante la entrada de control y por consiguiente el parque eÛlico se controla por el operador de la red p˙blica (ESE) apoyando a la red.ESEESEESEESEESEESE.",2002,Y02E  10/723; Y02E  10/725; Y10T 307/724; F03D   7/0284; F03D   7/048; F03D   9/00; B63H   1/06; F03D   7/00; F03D   9/257; F05B2270/337; Y02B  10/30; F03D   7/02; F03D   7/0272; F03D   7/04; F05B2270/1033; F05B2270/304; H02J   3/38; F03D   9/255; F05B2270/335; H02J   3/386; H02P   9/00; Y02E  10/763
484332059,KR20160064651,MARINE STRUCTURE INSTALLATION VESSEL,"The present invention relates to a marine structure installation vessel which comprises: a command ship module capable of moving on the sea, wherein a first coupling unit is provided in a rear end; a transportation module of which a front end is selectively separated from and coupled to the first coupling unit, accommodating an object to be loaded in an upper portion; and a crane module having a second coupling unit which can be selectively separated from and coupled to a rear end of the transportation module, having a collection unit separating and collecting the transportation module coupled to the second coupling unit in a rear end of the second coupling unit, and installing the object to be loaded on the sea.",2016,B63B  35/003; B66C  23/52; Y02E  10/72; B63B  35/00; B66C  23/62; B63B2221/00; B66C  23/18; B63B  27/10; Y02P  70/523; F03D   1/00; F03D  13/40; Y02E  10/70
484333349,KR20177020662,Method Of Handling Wind Turbine Blade Aboard A Vessel,"??(100)? ??? ?? ?? ????(10)? ?? ???, ?? ??? ????? ????? ??? ???? ? ???(blade rack arrangement, 1)? ?? ??? ???? ????, ?? ? ???? ??? ?? ?(root rack, 2) ? ? ?(tip rack, 3)? ????, ?? ?? ?? ? ? ??? ???? ?? ??(18)? ????, ???? ? ???? ?? ??; ?? ??? ?? ?? ? ?? ? ?? ?? ???? ???? ?(jack,30)? ???? ??; ?? ?? ??? ?? ??? ??? ?? ?? ? ?? ? ?? ??? ?????? ????? ?? ???? ?? ??? ???? ??(elevation angle?)? ??? ???? ??;? ????. ?? ?? ?? ????? ?? ?? ? ?? ??? ??(4,5)? ?????? ?? ? ?? ?? ?? ?? ??(100)?? ? ????, ?? ??(32)? ?? ???? ?????? ???? ?(2,3)? ??? ? ?? ??? ???(34)? ????. ?? ?? ?? ?? ??(100)? ?? ?? ???? ?? ?? ??? ?? ?? ? ?? ??? ??(4,5)? ?? ?????? ?? ? ?? ? ???, ???(120) ? ?? ??(11)? ????.",2015,Y02E  10/721; Y02P  70/523; B63B  35/00; B63B  35/003; F03D  13/40; B63B  25/002; F05B2230/6102; Y02E  10/727; B63B  25/28; F05B2240/95; F05B2260/02; B63B  25/00
484339365,KR20170000924,Multi-rotor installed on boat using auxiliary boats,"The present invention relates to a multi-rotor installed on a boat using auxiliary boats, in which a frame installed with a plurality of rotors is rotatably installed and the direction of the rotor can be controlled corresponding to a wind direction such that an output can be increased, and auxiliary boats capable of absorbing vertical directional vibration at both sides of a main boat and rotating around the main boat is installed so that influence of tidal current and waves can be minimized. According to the present invention, the multi-rotor comprises: a main boat (10) installed in a floating state on water; a main support portion (23) installed on an upper surface of the main boat (10); auxiliary boats (15) installed in both sides of the main boat (10) respectively; an auxiliary support portion (24) installed in an upper surface of the auxiliary boats (15); and a multi-rotor (120) installed in upper portions of the main support portion (23) and the auxiliary support portion (24) and generating electric power through wind power generation.",2017,F03D   7/0204; B63B2015/0075; Y02E  10/727; B63B2035/446; B63B2209/20; F03D   7/02; F03D  13/25; Y02E  10/723; B63B  15/00; F03D   1/02; F03D   1/04; B63B  17/00; B63B  17/0081; B63B  35/44
484368883,CN201580076258,Wind turbine blade handling aboard a vessel,"The invention relates to wind turbine blade handling aboard a vessel. According to the invention, a method for handling wind turbine blades (10) aboard a vessel(100) comprises: providing on the vessel a blade rack assembly (1) configured to accommodate more than one blade, the rack assembly comprising at least a root rack (2) and a tip rack (3), wherein the root rack and tip rack between them define a blade support plane (18); providing a jack (30) acting between the vessel and one of the root or tip rack; and raising or lowering one of the root or tip rack aboard the vessel by means of the jack to thereby move the blade support plane through an elevation angle [theta]. A jack assembly on a wind turbine installation vessel (100) capable of raising or lowering a rack of wind turbine blade root or tip support frame elements (4, 5), the jack assembly comprising a lifting platform (34) driven by a drive device (32) and being positionable at a rack (2, 3) to be raised or lowered. An offshore wind turbine installation vessel (100) comprising a loading deck (11), a crane (120) and a jack assembly capable of raising or lowering a rack of wind turbine blade root or tip support frame elements (4, 5).",2015,Y02P  70/523; Y02E  10/727; B63B  25/002; F05B2230/6102; B63B  35/003; F03D  13/40; B63B  25/28; F05B2240/95; F05B2260/02; Y02E  10/721; B63B  25/00
484393809,RU20160152073,VIBRATING PROPULSOR,"FIELD: transportation.SUBSTANCE: curvilinear body for driving fluids, ships, and using fluid energy is characterized by the presence of a convex external front surface firmly fixed to a concave internal rear surface for defining an open vessel. When the vibrational motion is made, surrounding fluids are accelerated and ejected beyond the vessel, as a result of which the curvlinear body and the surrounding fluids are driven in opposite directions. The curvilinear body is attached to a driving force source directly or through an actuating element fixed to the proposed device by means of an opening. A vibrating propulsor can be driven directly by the reciprocating source of the driving force, or indirectly due to the reactive moment transmitted to the support base.EFFECT: achieving the thrust vector deviation due to the rotation of the curvilinear body relative to the support base, drag reduction due to the use of hydrodynamic shapes, intake openings, a front wing, a rear wing, and a friction-reducing lubrication cavity, and an increase in propulsive power due to the use of multi-stage vibrating propulsors.34 cl, 29 dwg",2014,B60F   3/0007; B64C  11/325; F05B2210/16; F05B2220/90; B63H   1/36; B63H   3/008; Y02E  10/70; B64C  25/32; F03B  13/14; F03B  17/06; Y02E  10/28; B64C  29/0008; F03D   5/06; Y02T  70/5254; B63H   1/30; B63H   1/32; B64D  27/00; F05B2240/311; F05B2240/931; Y02E  10/38; Y02E  10/721; F03B  13/20
484412395,CN201621285630U,Floating vertical axis wind turbine model fortune dynamic testing volume device,"The utility model discloses a floating vertical axis wind turbine model fortune dynamic testing volume device, the floating vertical axis wind turbine model of using include two parts of rotor system and floating foundation system, rotor system include king -post, fan blade and shafting, rotor system is connected with floating foundation through the shafting, the floating foundation system includes upper portion buoyancy compartment, initiative ballast tank, truss, heave plate, bottom ballast tank and mooring cable. Fortune dynamic testing volume device includes computer, LED lamp plate, camera and unrestrained gao yi, and the LED lamp plate contains three infrared luminous point at least to near the fixed camera LED lamp plate, camera pass through image acquisition card and link to each other with the computer, the liquid surface change data of unrestrained high appearance collection are passed through channel data collection appearance and are conveyed to the computer.",2016,B63B  35/44; F03D  17/00; F03D   3/06; Y02E  10/727; F03D  13/25; Y02E  10/74; F03D   9/25
484418872,CN201720211321U,Nearly bank floating small wind turbine device,"The utility model relates to a nearly bank floating small wind turbine device, including the guide rail that the symmetry set up on the water embankment, being provided with cylindrical flotation pontoon in the guide rail, cylindrical flotation pontoon both ends are provided with the flotation pontoon bearing, and cylindrical flotation pontoon passes through flotation pontoon bearing and guide rail roll cooperation, and cylindrical flotation pontoon middle part is provided with the recess, is provided with the lantern ring in the recess, the lantern ring and groove rotating cooperation, and the lantern ring is connected with the connecting rod. The connecting rod other end is connected with the body, and the body up end is provided with the pillar, and the pillar upper end is provided with the generator, and the input shaft of generator is connected with the blade. Still be provided with angular transducer, humidity transducer in the generator, the treater that sets up on angular transducer, humidity transducer and the embankment is connected. The utility model discloses utilize above -mentioned structure, realized that one kind can just set up corresponding sensor and monitor power generation facility's operating mode according to the floating wind -powered electricity generation device of water liquid level in certain extent self -adaptation adjustment.",2017,F03D  13/25; Y02E  10/727; F03D  17/00; Y02E  10/725; F03D   9/25; Y02E  10/721; F03D   1/06
484419797,CN201720224110U,Wave energy and wind energy electricity's marine monitor,"The utility model provides a wave energy and wind energy electricity's marine monitor, includes cylindrical floating body, installs wind power generation set on cylindrical floating body, has wave energy power generation facility at cylindrical floating body side -mounting, installs the ingot iron through the chain below cylindrical floating body, being equipped with the stabilizer fin below cylindrical floating body, installing the drive impeller on the stabilizer fin, the drive impeller is connected with the motor. The utility model discloses the problem that present marine monitoring devices electric energy is not enough can effectively be solved in vertical axis wind power generation and the raft formula wave energy of having integrateed electricity generation, and simple structure is reliable for the device, low in cost, generating efficiency height.",2017,Y02E  10/38; Y02E  10/74; F03D   3/00; F03B  13/14
484420721,CN201720198689U,Double pump water cooling system suitable for marine wind power,"The utility model discloses a double pump water cooling system suitable for marine wind power, include through the pipeline connect gradually into the return circuit main circulating pump export, check valve, electric T -shaped valve, air radiator, main filter, cool off device, heating jar and main circulating pump import, still include and heat a jar voltage regulator device who is connected, main circulating pump sets up a quick -witted seepage device and the machine self -bleeding device of sealing of automated inspection respectively, and main circulating pump and heating jar are gathered in a bottom plate. The utility model discloses a two main circulating pump parallel operation have reduced the volume of single pump, the single main circulating pump back of breaking down, but automatic switch -over to another one main circulating pump, and the improve equipment reliability adopts the steady voltage of stainless steel closed high flush tank to avoid the problem of original expansion drum gas leakage.",2017,Y02E  10/722; F03D  80/60
484445265,CN201710618852,Construction method applied to split installation of offshore wind power generators,"The invention relates to a construction method applied to split installation of offshore wind power generators. A wind power generator is located on a bearing platform of a fan foundation and comprises a tower frame and a fan located at the upper part of the tower frame. An auxiliary platform is used for lifting the wind power generator on the fan foundation, so that the split installation of the wind power generator is achieved. Through the construction method, the auxiliary platform is used for achieving split installation of the fan; the influence of the wind wave on the installation construction of the fan is effectively reduced; the installation efficiency is improved.",2017,F03D  13/25; Y02P  70/523; Y02E  10/727
484466680,ES20160030385,EQUIPO PARA EL TRANSPORTE E INSTALACION DE AEROGENERADORES SOBRE EL FONDO MARINO,"Equipo para el transporte e instalaciÛn de aerogeneradores en el fondo marino, constituido por una estructura que tiene capacidad de flotaciÛn regulable y est· compuesta por dos cascos flotantes (1-2) y una serie de columnas (3) sobre las que van montados, con facultad de desplazamiento sobre las mismas, un bastidor perifÈrico superior (6) y un bastidor perifÈrico inferior (7), sobre los que se montan medios para la fijaciÛn y manipulaciÛn de aerogeneradores y de pilotes y virolas para anclaje de dichos aerogeneradores sobre el fondo marino.",2016,B63B  21/26; F05B2230/61; B63B   1/121; B63B  21/50; B63B  35/44; Y02P  70/523; F05B2230/6102; B63B   1/10; F03D  13/25; B63B  35/003; B63B2035/446; F03D  13/10; F03D  13/40; Y02E  10/727
484483206,US201715440086,System for transporting and installing wind turbines on the seafloor,"System for transporting and installing wind turbines on the seafloor, made up of a structure that has adjustable flotation capacity and is made up of two floating hulls and a series of columns onto which they are mounted with the capacity to move over the same, an upper peripheral frame and a lower peripheral frame, on which means are mounted for fastening and manipulating the wind turbines and piles and ferrules for anchoring said wind turbines to the seafloor.",2017,B63B   1/10; B63B  35/003; B63B2035/446; B63B   1/121; F03D  13/25; F05B2230/6102; Y02E  10/727; B63B  21/50; B63B  35/44; Y02P  70/523; B63B  21/26; F03D  13/10; F03D  13/40; F05B2230/61
484550793,JP20170035339,"PULL-UP STRUCTURE, WORK SHIP AND PIVOTING ANCHOR INSTALLATION METHOD","PROBLEM TO BE SOLVED: To provide a pull-up structure capable of reliably pulling up an object installed on the water bottom with high work efficiency without depending on the state of the water bottom.SOLUTION: The pull-up structure for pulling up an object installed on the water bottom, includes: a pull-up unit which has a pull-up shaft for pulling up the object along the pull-up shaft; a reaction force plate which has a bottom plane for pushing the water bottom when pulling up the object with the pull-up unit; and a connection part that connects the pull-up unit and the reaction force plate so that the bottom plane can rotate with respect to the pull-up shaft.SELECTED DRAWING: Figure 1",2017,E02D   9/02; B63B  21/22; B63B  35/00; Y02E  10/722
484569231,ES20130197572T,"Engranaje planetario, aerogenerador que tiene un engranaje planetario y uso de un engranaje planetario","Un engranaje planetario (20, que comprende una rueda conductora (22), que engrana en una etapa de transmisiÛn, que tiene primeros engranajes planeta (24, 26) que est·n acoplados a una cantidad correspondiente de segundos engranajes planeta (32, 34) que est·n axialmente desplazados respecto a los primeros engranajes planeta (24, 26), en el que los segundos engranajes planeta (32, 34) engranan en una rueda central (36) que est· acoplada a un ·rbol conducido (38), caracterizado porque la rueda conductora (22) es una rueda hueca que tiene un engranaje interno (23) que engrana con los primeros engranajes planeta (24, 26) y los segundos engranajes planeta (32, 34) est·n divididos en un primer subconjunto (34) y un segundo subconjunto de engranajes (32) que est·n dispuestos en dos planos independientes (E1, E2) que est·n espaciados entre sÌ en una direcciÛn axial (AX), en el que los segundos engranajes (32) del primer subconjunto est·n dispuestos en un espacio interior (42) que est· rodeado por la rueda conductora hueca (22) y en el que una circunferencia exterior de los segundos engranajes planeta (32, 34) sobresale parcialmente de un nivel del engranaje interno (23) de la rueda conductora (22) en una direcciÛn radial (R).",2013,F03D  15/00; F16H   1/28; Y02E  10/722; F03D  13/25; F03D  15/10; F05B2240/95; F05D2260/40311; F03D   9/25; F16H   1/36; F05B2260/40311
484603051,CN201620878040U,Inlay rock single pile binocular construction auxiliary device,"The utility model relates to an inlay rock single pile binocular construction auxiliary device. The utility model aims at providing an inlay rock single pile binocular construction auxiliary device solves shallow overburden large -diameter single pile and inlays rock construction scheduling problem. The utility model provides a: an inlay rock single pile binocular construction auxiliary device which characterized in that: the device has to sink to put to protect outside protecting a section of thick bamboo and immerse outside the conical column of sea bed face and protects a section of thick bamboo in cylindrical in the section of thick bamboo, the interior section of thick bamboo upper end protected is exposed and is protected a certain distance and be equipped with cyclic annular auxiliary platform outward, and diagonal brace welded connection from a plurality of whorls of root to symmetric distribution bobbin base portion between is passed through with protecting outward in the platform bottom, diagonal brace and protect between the upper portion welding outward and have the vaulting pole to support, auxiliary platform is last be fixed with a plurality of hoop symmetrical arrangement the jack, pass auxiliary platform and protect the sand conveying pipe of an interior wall connection outward. The utility model is suitable for an inlay the construction of rock single pile under the marine wind power engineering technical field, especially shallow overburden ground condition.",2016,E02D   5/68; E02D   5/66
484603200,CN201620879727U,Marine wind power pile foundation that changeover portion cover is many,"The utility model relates to a marine wind power pile foundation that changeover portion cover is many, tubular pile in a transition tubular pile and duo gen, the transition tubular pile is including the cylindric hypomere that is located the lower part, the lower big little round conic section and the cylindric upper segment on upper portion at middle part, the hypomere external diameter equals with circle conic section maximum outer diameter, the upper segment external diameter equals with the minimum external diameter of circle conic section, upper portion equipartition intersegmental part under the transition tubular pile of interior tubular pile, the intussuseption of hypomere internal clearance is filled with grout, the upper segment top is provided with the flange. This device construction degree of difficulty is low, the cycle is short, and economic benefits is good.",2016,E02D  27/12; E02D  27/44; E02D  27/42
484605406,CN201620506219U,Marine wind power aerifys cabinet,"The utility model discloses a marine wind power aerifys cabinet, including chassis, sealing mechanism case, sealed meter box and gas tank, the sealing mechanism case sets up in the chassis upper end, and sealing mechanism case upper end fixed mounting has sealed meter box, the gas tank is fixed to be set up in sealing mechanism case rear end, and is provided with high -pressure component in the gas tank, the gas tank upper end is provided with the detachable connector, and the detachable connector passes through wire and high -pressure component connection, the sealing mechanism incasement is provided with mechanism's device, and mechanism's device passes through waterproof cable connector and is connected with mechanism's connector of sealing mechanism case outer end, be provided with instrument and terminal in the sealed meter box, this marine wind power aerifys cabinet is provided with sealed the pad between its sealing mechanism case and the gas tank, preventing effectively that humid air and salinity from getting into sealing mechanism case and sealed meter box, having avoided mechanism's case and instrument to receive the corruption, lengthened life, the practicality is strong, easily uses widely.",2016,H02B  13/045; H02B  13/00
484642132,CN201710384111,Offshore wind power construction process,"An offshore wind power construction process comprises the following steps that 1, materials are prepared, specifically, a construction ship travels to a wharf, and steel piles, a tower drum and vanes for construction are hoisted to a deck of the construction ship through a crane on the construction ship; 2, sailing is conducted, specifically, the construction ship sails to the designated position under guiding of a locating system, and precise locating is conducted through a power locating system; 3, construction is conducted, specifically, the construction ship hoists the steel piles, the tower drum and the vanes onto a floating working platform; 4, returning is conducted, specifically, while the steel piles, the tower drum and the vanes are installed through the floating working platform, the construction ship returns to the wharf, and submarine cables for cable laying are loaded; and 5, the cables are laid, specifically, the construction ship returns to the place beside the floating working platform, and submarine cable laying work is started. The offshore wind power construction process is high in construction efficiency.",2017,B63B  35/44; Y02E  10/727; F03D  13/25; F03D  13/10; B63B2035/446
484827688,CN201710454809,Floating draught fan platform wave absorbing and roll stabilization power generation device and active control method thereof,"The invention provides a floating draught fan platform wave absorbing and roll stabilization power generation device and an active control method thereof. The floating draught fan platform wave absorbing and roll stabilization power generation device comprises three platform pile legs and supporting rods for being connected with the platform pile legs; a wave absorbing floater is arranged inside each platform pile leg, the upper end of each wave absorbing floater is provided with a stepping motor, a linear power generator rotor is connected to the output end of each stepping motor, and the lower end of each linear power generator rotor is provided with a thread; a buffer spring is matched with each thread of the corresponding linear power generator rotor through a thread seat, and the upper end of each buffer spring is connected with the inner top of the corresponding platform pile leg; the upper end of each platform pile leg is provided with the corresponding linear power generator rotor, and the upper ends of the linear power generator rotors sequentially penetrate through the buffer springs, the platform pile legs and linear power generator stators; and the outer surface of each platform pile leg is further provided with a bracket, and each bracket is provided with an incoming wave signal collecting device and an incoming wave signal processing device. The floating draught fan platform wave absorbing and roll stabilization power generation device can stay in the best wave absorbing and roll stabilization position all the time, and the efficiency of the wave absorbing and roll stabilization power generation device is greatly improved.",2017,F03D  13/25; F05B2220/707; Y02E  10/727; Y02E  10/38; F03B  13/20; F03B  15/00
484891448,NL20161041914,Modular foundation and superstructure,"A foundation and superstructure, which is constructed of modules with fixed interconnections, characterized in that at least one connection is a doublÈ slip joint.",2016,F16B   7/02; F16B   7/0413; E04H  12/08; Y02E  10/727; E02B  17/027; E02B2017/0078; E02B2017/0091; F03D  13/20; F03D  13/25; E02B  17/00; E02B  17/0004
484918707,KR20160064654,MARINE STRUCTURE INSTALLATION VESSEL,"The present invention relates to a marine structure installation vessel which comprises: a mother ship module having a sliding plate which is arranged in an upper portion of a body to slide to selectively protrude to a rear end of the body, and has a plurality of grooves of which a rear end is opened, and accommodating an object to be loaded in an upper portion of the sliding plate; and a crane module capable of being selectively separated from and coupled to a rear end of the mother ship module, having a support plate including a plurality of plates corresponding to the grooves, and installing the object to be loaded on the sea.",2016,F03D   1/00; B63B2221/00; B66C  23/18; B63B  27/10; B66C  23/52; E01B   5/02; B63B  35/00; B63B  35/003; F03D  13/40; Y02E  10/70; Y02E  10/72; B66C  23/62
484919825,KR20160049465,SUPPORT STRUCTURE OF OFFSHORE WIND TURBINES AND STRUCTURE METHOD THEREOF,"The present invention relates to an offshore wind turbine support structure, comprising: a cylindrical suction bucket portion having an opening at a lower surface to be constructed through the seabed by vacuum suction, having an upper surface to be closed, and having a side surface to protrude from an upper side of the upper surface at a certain height; a conical support portion having a ring shaped member secured on an upper surface of the protruding side surface of the suction bucket portion on the inner surface, having a hollow portion in an interior portion, and provided with a flange inserted toward the outside of the protruding side surface; and an extension portion extended at a certain length to protrude from the offshore at an upper portion of the support portion, and having a hollow portion therein. According to the present invention, an offshore wind turbine concrete support structure having a several tens of meters height can be separably manufactured by using a provided offshore installation technique such that costs and time for constructing the support structure can be reduced, and simultaneously the straightness of the support structure is adjusted to improve structural stability. Thus, the offshore wind turbine can be stably supported.",2016,E02D  27/42; E02B2017/0078; Y02P  70/523; E02D2250/0061; Y02E  10/727; E02D  27/52; F03D  13/25; E02B2017/0091; E02D  27/425
484919834,KR20160064658,MARINE STRUCTURE INSTALLATION VESSEL,"The present invention relates to an offshore structure installation ship. The present invention comprises: a mother ship module where a first coupling unit is provided to a rear end, moved on the sea; a transportation module of which a front end is selectively separated from and coupled to the first coupling unit, storing luggage in an upper portion; and a crane module where a second coupling unit is provided to a front end to be selectively separated from and coupled to a rear end of the transportation module, having a through-hole of which a rear end is penetrated by the transportation module, and installing the luggage on the sea. The present invention can reduce costs required for manufacturing an offshore structure.",2016,B66C  23/62; F03D  13/40; Y02E  10/70; B63B  35/003; Y02P  70/523; B63B2221/00; B66C  23/18; B66C  23/52; B63B  27/10; B63B  35/00; Y02E  10/72; F03D   1/00
484922718,KR20170035333,Construction method of offshore structure with anticorrosion improved performance,"The present invention relates to a construction method of improving anticorrosion property of an offshore structure among power generation facilities. More specifically, by improving anticorrosion property of an offshore wind power generation structure for wind power generation constructed in a marine environment, the construction method of the offshore structure with improved anticorrosion property is able to increase the lifespan of the offshore wind power generation structure, and accordingly reduce maintenance costs. In addition, the present invention thermally sprays coating wire rod including zinc (Zn), aluminum (Al), zirconium (Zr), or alloy thereof on an offshore wind structure that is constantly exposed to harsh external environments to form a spraying coated layer, and uses a sealing treatment agent that is a mixture of a plurality of sealants to perform sealing treatment. As such, the present invention is able to improve anticorrosion property; and accordingly, is able to increase the lifespan of the offshore wind structure.",2017,C09K  15/328; C09D   5/08; C23C   4/18; C09D   5/086; C23C2222/20; F05B2240/95; C09D   5/084; C23C   4/08; C23C  18/1208; F03D  13/25; F05B2260/95; C09K  15/32; C23C  18/1254
484925849,KR20160046809,Real Time Preventing System And Method For Capsizing Ship Using Parameter Estimation,"The present invention relates to a real-time ship rollover prevention system using parameter estimation and a method thereof, which are capable of estimating a roll angle of a ship in real time and determining danger to prevent the ship from turning over. According to the present invention, the real-time ship rollover prevention system comprises: a wave power sensor which measures wave power of a wave; a wind power sensor which measures wind power given to a ship; a centrifugal force sensor which measures a centrifugal force of a rotary motion of the ship; a rudder power sensor which measures power of a rudder of the ship given to a roll angle of the ship; a hydrodynamic force sensor which measures hydrodynamic force of the ship body generated by a ship body motion of the ship; a nautical instrument which measures navigation information of the ship to display the measured navigation information; and a parameter estimation unit which calculates a moment by the power measured by the sensors and obtains a KG value from the moment to indicate a stability value due to stability generated by the KG value. The present invention is able to acquire information from a variety of nautical instruments placed in the ship, to in real time estimate a performance on the rolling of the ship by integrating and analyzing the information, and to determine a danger of running aground, which may occur while steering, thereby providing safer navigation.",2016,B63B2731/00; B63B  43/02; B63B  49/00; B63B2213/00; G01D  21/02; B63B  39/00; B63B  39/14; B63B2733/00; G01L   1/00
484926660,KR20170044514,apparatus for detecting ice-formation of offshore plant,"The present invention provides an apparatus for detecting ice formation of an offshore plate. In order to enhance installation convenience and detection accuracy, the apparatus comprises: a strut body installed in a similar ice formation environment adjacent to a target environment in which an ice formation detection target part is disposed and having a mounting space formed therein; a probe made of a magnetostrictive material penetrating the strut body, having an upper end exposed to the similar ice formation environment and a lower end inserted to the mounting space; a coil part arranged to surround a lower outer circumference of the probe and forming a driving magnetic field for magnetostriction vibration; an elastic member provided to have a predetermined elastic modulus to adjust the vibration frequency of the probe and elastically supporting a lower end of the probe; an oscillator sensing the vibration frequency of the probe in real-time; a calculation control part outputting a monitoring signal corresponding to an ice formation state when the vibration frequency sensed by the oscillator is reduced to equal to or lower than a predetermined ice formation reference frequency; a heating part heating the probe according to the outputted monitoring signal to initiate the vibration frequency of the probe; and an air flow inducing frame formed on an upper surface part of the strut body to surround an upper outer circumference of the probe and inducing an air flow of the similar ice formation environment to correspond to the air flow of the target environment.",2017,F03D   7/02; Y02E  10/722; Y02B  10/30; F03D   1/06; Y02E  10/723; F03D   7/0264; Y02E  10/721; F03D  80/40
484929627,KR20160031793,Offshore structure installation ship,"An offshore structure installation ship is disclosed. According to an embodiment of the present invention, the offshore structure installation ship comprises: a hull; a plurality of work decks mounted to be separated to an upper portion of the hull; and a plurality of movable jacking devices moved along a rail provided to the work decks to selectively separate at least one among the work decks from the hull. The present invention improves operation efficiency of equipment.",2016,B63B  17/00; E02B  17/08; B63B  35/00; F03D   1/00; Y02P  70/523; Y02E  10/72
485017600,TW20154143406,"Transportation and installation method for underwater base of super-large offshore wind turbine, and transportation and installation vehicle thereof capable of simplifying installation process, improving operation efficiency and reducing operation cost","Provided are a transportation and installation method for an underwater base of a super-large offshore wind turbine, and a transportation and installation vehicle thereof. A super-large wind turbine base is carried by a floating dock boat combined with a buoyant apparatus, and is transported by a tugboat to an installation location, so as to complete a shore loading step, a sailing fastening step and a sea towing step. A dynamic positioning propeller of the buoyant apparatus is provided to perform positioning, so that the wind turbine base is combined with an underwater pile pre-embedded in the installation location to complete a pre-installation step and a positioning and installation step. By using an existing machine to transport and install the wind turbine base, the present invention is provided with the advantages of simplifying installation process, improving operation efficiency and reducing operation cost, so as to increase international competitiveness of the local marine engineering industry thereby carrying out an independent offshore wind power construction.",2015,F03D  13/25; Y02E  10/727
485085856,NL20172018650,"SCOUR PROTECTION FOR SUCTION PILE, e.g. PILE LOWERTNG OPERATED","Suct i on p ile p r ovi ded wi th an extendabl e seabed scour p r otect i on devi ce comp ri s i ng a web to scr een , when extended, the seabed adjacent the suct i on p ile to avo i d scouri ng . Extendi ng i s g r avi ty power ed . Extendi ng i s star ted due to l ongi tudi nal movement o f the suct i on p ile r e l at i ve to the p r otect i on devi ce . The p r otect i on devi ce i s comp l etel y separ ate fr om the suct i on p ile . The f o l ded p r otect i on devi ce has a shape s imila r to a cylinder and the unf o l ded p r otect i on devi ce has a shape s imila r to a d i sc wi th cent r a l ho l e , i n both states the suct i on p ile fits wi thi n the p r otect i on devi ce .",2017,B63B  21/27; E02D  27/42; E02B  17/0017; E02D  27/525; E02B2017/0078; F03D  13/25; E02B  17/00; E02D  27/52; E02D   5/60
485085972,CN201720291946U,Be applied to intelligent temperature control components of marine wind power electric energy quality analysis record appearance,"The utility model provides a be applied to intelligent temperature control components of marine wind power electric energy quality analysis record appearance, including installation frame, radiator fan, slip recess, live dynamic wheel group, electro -magnet, fly leaf, ball and fixed plate, both ends all are equipped with the dynamic wheel group that lives about the radiator fan, the dynamic wheel group that lives installs in the slip recess, slip recess processing is on the installation frame, installation frame internal assembly radiator fan, the installation frame upper end is equipped with the electro -magnet, the installation frame right -hand member is provided with the radiator, but should design quick assembly disassembly radiator fan, the fly leaf lower extreme is equipped with the ball, the ball is inlayed in the fixed plate upper end, the installation frame is being fixed to fly leaf upper end, this design check out test set behavior of being convenient for, the utility model discloses convenient to use improves maintenance efficiency, reduces intensity of labour, and the reliability is high.",2017,H05K   7/20
485115193,CN201710432317,Ocean power generation system suitable for offshore oil platform frequency conversion driving well drill,"The invention designs an ocean power generation system suitable for an offshore platform frequency conversion driving well drill. Various sorts of ocean energy including solar energy, wind energy, tidal current energy and wave energy are adopted in the ocean power generation system. Different types of ocean energy are complementary in time and space, and therefore the ocean power generation system can provide continuous and stable electric energy for the well drill on a platform, the ocean energy can be utilized to the maximum degree and fuel oil consumption can be reduced. The ocean power generation system can achieve long-term stable parallel operation with a ship electric network of the ocean platform through a grid-connection inverter. Therefore, when power consumption of the well drill is smaller than ocean energy generating power, the system can feed residual electric energy back to the ship electric network through the grid-connection inverter. When power consumption of the well drill is larger than the ocean energy generating power, the system can inject electric energy of the ship electric network into the generation system through the grid-connection inverter, and the vacancy of the generating power can be filled. In order to restrict the voltage fluctuation amplitude value of the power generation system, the system is provided with an energy storage unit, and the voltage stability can be improved by means of power cell charging and discharging.",2017,F03B  15/00; F03D   7/00; Y02E  10/763; F03B  13/14; H02J   3/38; H02J   3/382; Y02E  10/563; F03B  13/26; F03D   9/11; Y02E  10/38; F03D   9/25; Y02E  10/723; Y02E  10/725
485209900,ES20120163861T,Sistema de energÌa eÛlica marino,"Sistema de energÌa eÛlica marino (2, 2.1, 2.2) con - una primera instalaciÛn de energÌa eÛlica marina (4, 4.1, 6, 6.1, 6.1', 6.2, 6.2', 6.3, 6.3') y - al menos otra instalaciÛn de energÌa eÛlica marina (4, 4.1, 6, 6.1, 6.1', 6.2, 6.2', 6.3, 6.3'), estando prevista para la transmisiÛn de una seÒal elÈctrica, al menos una conexiÛn elÈctrica (8, 8.1, 8.1', 8.2, 8.2', 8.3, 8.3') entre la primera instalaciÛn de energÌa eÛlica marina (4, 4.1, 6, 6.1, 6.1', 6.2, 6.2', 6.3, 6.3') y la otra instalaciÛn de energÌa eÛlica marina (4, 4.1, 6, 6.1, 6.1', 6.2, 6.2', 6.3, 6.3'), - presentando la primera instalaciÛn de energÌa eÛlica marina (4, 4.1, 6, 6.1, 6.1', 6.2, 6.2', 6.3, 6.3') al menos una primera instalaciÛn de determinaciÛn de par·metros (10) para determinar al menos un primer valor de par·metro de al menos un par·metro de la seÒal elÈctrica, caracterizado por que - la otra instalaciÛn de energÌa eÛlica marina (4, 4.1, 6, 6.1, 6.1', 6.2, 6.2', 6.3, 6.3') presenta al menos otra instalaciÛn de determinaciÛn de par·metros (10) para determinar al menos un valor de par·metro adicional del al menos un par·metro de la seÒal elÈctrica, y - al menos una de las instalaciones de determinaciÛn de par·metros (10) est· configurada para determinar una diferencia entre el primer valor de par·metro y el valor de par·metro adicional.",2012,F03D  17/00; F03D   7/047; F05B2240/95; F03D   7/048; F03D   9/257; F03D   9/00; F03D  80/00; Y02E  10/723; F03D   7/04
485240056,DK20120194731T,OFFSHORE-VINDENERGISYSTEM,NULL,2012,F03D   7/02; F03D   7/048; Y02E  10/723; F03D   9/255; F05B2260/84; F03D   9/00; F03D  17/00; F03D   7/04; Y02E  10/763; H02J   3/38; H02J   3/386; F03D   7/0284; F03D  80/00; F05B2260/80; H02J   3/001
485240363,DK20130194515T,Vind- og b¯lgeenergigenereringssystem,NULL,2009,F03D   1/00; Y02E  10/727; F03D  13/25; F03B  13/14; F03D   9/00; Y02E  10/725; F03B  13/20; Y02E  10/38; F03D   9/008; F03D   9/255
485288710,CN201710462939,Offshore wind turbine generator foundation grouting operation system,"The invention discloses an offshore wind turbine generator foundation grouting operation system. The system comprises two grouting devices symmetrically arranged on a machine frame, and a discharging mechanism. Each grouting device comprises a feeding mechanism, a stirring mechanism, a dust collector, a high-level water tank and a mortar pump; the feeding mechanism comprises a feeding tank, an unpacking assembly arranged in the feeding tank, and a plurality of material guiding rods annularly arranged on the outer side face of a feeding inlet of the feeding tank; the unpacking assembly comprises a cross-shaped mounting base, a tool rest part formed by splicing four annularly distributed inclined tool rests, and four material screen plates; the stirring mechanism comprises a stirring tank, a stirring assembly arranged in the stirring tank, a discharging assembly and a driving motor; and the stirring assembly comprises a plurality of stirring arms and a coupling. The grouting operation system adopting the scheme has the characteristics of mutual backup, high efficiency, continuity, durability, reliability and the like and is quite suitable for offshore wind turbine platform foundation grouting.",2017,Y02E  10/727; F03D  13/25; E02D  15/04
485316525,CN201620645802U,Utilize buoy of common electricity generation of wind energy and tidal energy,"The utility model discloses an utilize buoy of common electricity generation of wind energy and tidal energy, including the buoy body, be provided with strong light on the buoy body, signal transfer tower and wind power generation set, the inside of buoy body is provided with the GPS locator, battery and hydroelectric generation device, GPS locator signal connection signal transfer tower, electrical connections battery strong light, signal transfer tower and GPS locator, buoy body bilateral symmetry is provided with the rivers passageway, be provided with the gasket on the rivers passageway, the bottom of rivers passageway is provided with the hydraulic turbine, water turbine machinery connects hydroelectric generator, the battery is connected to the hydroelectric generator electricity, electrical connections battery aerogenerator, the utility model discloses can provide wind -force and tidal energy two kinds of power generation facility, can supply power to the buoy all the time for the outage can not take place for strong light, signal transfer tower and GPS locator on the buoy in the use, guarantees the accuracy of buoy location.",2016,B63B  22/16; F03B  13/26; Y02E  10/28; Y02E  10/72; F03D   9/11
485340052,DK20140152768T,S¯jlestabiliseret offshore-platform med vandindkapslingsplader og asymmetrisk forankringssystem til underst¯tning af offshore-vindturbiner,NULL,2009,B63B  21/50; F03D  17/00; E02B   9/00; E02B  17/04; E04H  12/00; B63B   1/107; B63B  35/44; B63B  39/04; E02B2017/0091; F03D  80/00; F05B2240/95; Y02E  10/725; E02B  17/00; F03D   7/0204; B63B2035/446; B63B  39/06; B63B2039/067; F03D   1/00; F03D   7/02; F03D   9/25; F03D   9/257; F05B2240/93; B63B  35/00; B63B  39/03; F03D  13/10; E04H2012/006; F03D   9/00; F03D  13/25; Y02E  10/22; Y02E  10/727
485412996,CN201720351265U,Prolific ocean energy comprehensive utilization system,"The utility model provides a prolific ocean energy comprehensive utilization system. This system includes wave energy power generation facility, honourable complementary power generation system that solar energy power generation facility and wind energy power generation facility constitute, and ocean thermal gradients power generation system, the windmill picotan, energy by ocean current power generation facility, how many are most for marine park, wave energy power generation facility and honourable complementary power generation system are ocean thermal gradients power generation system's warm water pump and heater power supply jointly, and windmill picotan, energy by ocean current power generation facility provide cold water for the condenser among the ocean thermal gradients power generation system, and exhaust cold water gets into marine park in the follow condenser. This system can improve ocean thermal energy power generation system efficiency, economic nature, reduces self energy consumption to obtain multiple result.",2017,Y02E  10/38; F03B  13/00; F03B  13/14; F03G   7/05; Y02E  10/34; Y02E  10/72; H02S  10/20; F03D   9/11; Y02P  80/158; H02S  10/10
485413028,CN201720351317U,Wind powder pumped energy storage power generation facility,"The utility model provides a wind powder pumped energy storage power generation facility. The device includes: wind power generation set, suction pump, U -shaped cistern, hydroelectric generator, controller, piston, heavy object, drinking -water pipe, water inlet, delivery port, one -level check valve, secondary one -way valve, one -level inductor, second grade inductor, water inlet column, water storage post, wind power generation set is connected with the suction pump that sets up on the drinking -water pipe, drinking -water pipe one end is connected with the water inlet, and the aquatic is arranged in to the other end, hydroelectric generator links to each other with the delivery port, be equipped with the one -level check valve in the water inlet, be equipped with secondary one -way valve in the delivery port, the U -shaped cistern comprises water inlet column and water storage post, the piston sets up in the water storage post of U -shaped cistern, and the heavy object is located the piston top. The utility model discloses simple structure can solve the intermittent type nature and fluctuation problem that current wind power generation has through the mode of water -storage electricity generation, and the structure of cistern can reduce the shared volume of cistern, is favorable to the device's application promotion.",2017,Y02E  10/32; Y02E  60/17; Y02P  80/158; F03D   9/14; Y02E  10/72; F03B  13/06; Y02E  10/22; Y02A  20/18
485436205,CN201621315024U,Structure thing protection device for offshore wind power generation,"The utility model relates to a water level linkage type structure thing protection device for offshore wind power generation, it includes: buoyancy slidingtype lift instrument, it is formed with well kenozooecium at the center, and it can install additional on supporting pile's outer peripheral face with sliding, with the aid of buoyancy and water level linkage automatic rising, shrinkage/swelling formula protection means, it installs additional on the lift instrument, with the aid of extra large buoyancy of water with the lift instrument goes up and down together integratively, and the protection supporting pile's outside, protection means operation portion, its instruction of accepting unusual object sensing part, it is right the shrinkage/swelling operation is implemented to shrinkage/swelling formula protection means, unusual object sensing part, whether it keeps watch on unusual object and is close supporting pile is when judging that it has been close to be unusual object, to the protection means operation access control of portion signal. Its lift instrument can adapt to oceanic water -level fluctuation together with shrinkage/swelling formula protection means automatically, and it descends to rise along supporting pile to can make the impact force that acts on supporting pile realize the minimizing.",2016,F03D  80/00; Y02E  10/727; Y02E  10/722; F03D   7/02; F03D  13/25; Y02E  10/723
485501183,KR20160038711,DRIVING MECHANISM USING SERIES CONNECTION AIR MOTOR,"? ??? ?? ??? ????? ??? ?? ??? ?? ???, ?? ??? ???? ??? ??? ??? ????? ?????? ? 1?? ????? ???? ?? ?? ??? ???? ??? ????? ?????? ??? ???? ?? ???? ????, ?????? ????, ????, ??? ???? ? ??? ????? ?? ???? ?? ???? ??. ? ??? ?? ?? ??? ????? ??? ?? ???, ?? ??(10)?; ??? ???? ?? ??? ?? ???? ?? ????(20)?; ?? ??? ???? ???? ?? ???? ???? ?? ?? ???? ???? ???? ???? ?? ?? ??? ???? ?? ?? ???? ???? ?? ??? ?? ???? ???? 2? ??? ????(30-1,30-2,30-3,30-4)?; ?? ???? ??? ??? ????? ???? ???? ???(40)?; ?? ???? ?? ?? ??? ???? ??????(50)? ????.",2016,Y02E  10/725; B63H  21/20; F01P   3/12; F03D   9/00; F04B  41/06; F03D   9/28; B63B2752/00; B63B2759/00; B63H  11/12; B63H  21/165
485502756,KR20160038195,OFFSHORE STRUCTURE,"?????? ????. ? ??? ?? ?? ?? ?????? ??; ??? ??? ????; ????? ?? ????? ????, ??? ?? ?? ???? ??? ???; ? ????? ???? ?? ?? ???? ??? ???? ???? ????. ? ??? ?? ?? ???, ?? ???(jack-up system)? ?? ??? ???? ????? ??? ? ??.",2016,Y02E  10/727; B63B  35/4413; B63B  35/00; B63B  35/003; B63B  35/44; B63B  71/00; B63B  17/00; E02B  17/08
485506626,KR20160083657,#NAME?,"The present invention relates to a hybrid wind power and wave power generator. The hybrid wind power and wave power generator includes a wave power changing device, a wind power changing device, and a hybrid hydraulic device. The wave power changing device includes: a float unit installed to move in a vertical direction in accordance with waves; and a change unit connected to the float unit and changing a vertical motion of the float unit to a rotation motion in a direction. The wind power changing device includes: multiple blade units installed to rotate based on a center shaft; and a hydraulic pump unit changing mechanical energy into pressure energy by receiving a rotation force as the blade unit rotates. The hybrid hydraulic device includes: a hydraulic motor unit driving by receiving the rotation motion of the change unit and driving by receiving hydraulic energy from the hydraulic pump unit; and a generator unit driven by the hydraulic motor unit. According to a structure of the hydraulic wind power and wave power generator, the hydraulic wind power and wave power generator supplies oil pressure generated by the wind power changing device to the hydraulic motor unit and supplies a mechanical rotation force generated by the wave power changing device to the hydraulic motor unit. So, the hydraulic motor unit selects and receives the oil pressure and the rotation force to efficiently drive the hybrid wind power and wave power generator.",2016,Y02E  10/72; F16H   7/023; Y02E  10/725; F03B  13/18; F03D   9/00; Y02E  10/38; F16H   1/14; H02S  10/12
485550709,CN201720315027U,Standby power system of offshore wind power generation unit,"The utility model discloses a standby power system of offshore wind power generation unit, include: small -size anti -Typhoon wind generating set for turn into the electric energy with the wind energy, the controller, electric connection is in between small -size anti -Typhoon wind generating set and the battery, be used for control small -size anti -Typhoon wind generating set to hold battery measurement's electric quantity, the dc -to -ac converter, with the battery links to each other for thereby be the direct current contravariant of storage in the battery for three -phase alternating current the power supply of offshore wind power generation unit. The utility model discloses can stabilize for a long time and supply power effectively to a driftage, change oar system provide and last the power supply that does not rely on the stand -by power supply of outside electric wire netting, both can charge for large -scale wind turbine generator system electricity -storage system under the normal operating condition, can be large -scale wind turbine generator system again under the typhoon condition is provided.",2017,H02J   3/38; Y02B  10/72; H02J   9/06; Y02E  10/766; Y02E  10/763
485556981,CN201720006694U,Geotechnique's sack,"The utility model provides a marine wind power single pile basis scour prevention's construction equipment and geotechnique's sack. This construction equipment includes: arrange the ship, geotechnique's sack has been laid to its on -board, get the sand ship, it is right to be used for fill sand to geotechnique's sack, arrange marinely in being equipped with sand geotechnique's sack sinks to put and arranges to make geotechnique's sack's breach portion and the basis contact cooperation of marine wind power single pile. This construction equipment has left out among the prior art and have been carried out the process and the relevant equipment that hoist to sand, and the efficiency of construction obtains improving, and engineering cost can reduce.",2016,E02D  15/08; E02D  31/06
485569164,ES20130730476T,DisposiciÛn de una aparamenta en una torre de una turbina eÛlica,"Una turbina eÛlica (10) que comprende: una torre (12); un rotor (14) soportado en un extremo superior de la torre; un generador; un transformador (34) para aumentar la salida de tensiÛn del generador antes de suministrar una rejilla colectora; y una aparamenta dispuesta entre el transformador (34) y la rejilla colectora, caracterizada por que: la aparamenta comprende un primer dispositivo de conmutaciÛn (40) asociado con el transformador (34), y un segundo dispositivo de conmutaciÛn (44) asociado con uno o m·s cables (48, 50) que conectan la turbina eÛlica (10) a otra turbina eÛlica en la rejilla colectora, en la que el primer dispositivo de conmutaciÛn (40) est· conectado a, pero localizado a distancia de, el segundo dispositivo de conmutaciÛn (44), de manera que los dispositivos de conmutaciÛn primero y segundo (40, 44) est·n localizados en diferentes localizaciones fÌsicas dentro de las inmediaciones de la turbina eÛlica (10).",2013,F03D  13/10; F03D  80/82; H02J   3/38; Y10T 307/724; Y02E  10/722; Y02E  10/727; F05B2240/95; Y10T  29/49009; F03D  80/00; F03D   9/257; F03D  13/22; F03D  13/25; F05B2240/142
485700848,CN201720104912U,Turbine blade and turbine of constituteing by this turbine blade,"The utility model provides a turbine blade and turbine of constituteing by this turbine blade utilizes concave curve formation first blade curved surface, second blade curved surface or third blade curved surface with rotation axis coplane and disjoint smooth without offset. Turbine blade structures such as simple leaf piece curved surface, multiple -blade curved surface, multistage continuous simple leaf piece curved surface, multistage continuous multiple -blade curved surface, multistage link to each other compound hinge piece curved surface is formed by the combination of above blade curved surface. The utility model discloses an artificial vortex of making drove during the turbine utilized the fluid. The utility model provides a notion of the surface of second order, the turbine blade who utilizes second order blade curved surface to form forms turbine and turbine set, and through the coupling between fields of vortex stream, the rotary motion of blade in the fluid makes the vortex field promptly, produces coriolis force and rotatory with higher speed through boundary layer effect promotion blade in the flow field, forms the positive feedback between the vortex and the blade to this reaches high energy conversion rate. If with its turbine set who is used in gas turbine, can additionally increase heating efficiency.",2017,F01D   5/14; F03D   3/06; F04D  29/18; Y02E  10/74; F03B   3/12; Y02P  70/523; Y02E  10/223; F04D  29/26; B64C  11/20; F01D   5/02; B63H   1/26
485706777,CN201621007004U,Novel marine wind turbine foundation module,"The utility model provides a novel marine wind turbine foundation module, includes hanging beam, die block, floorbar, external mold and piling bar post, the hanging beam sets up the upper end at the piling bar post, be provided with many suspenders between hanging beam and the hanging beam, the suspender passes hanging beam, die block and floorbar and is fixed with it through the bolt bottom the floorbar, the suspender sets up as and to carry out extending structure, be provided with the piling bar hole on the die block, the piling bar hole that the piling bar post passed on the die block is connected with the die block, the die block is connected with the piling bar post through the staple bolt, the external mold is connected with the die block through dismantling coupling mechanism, can dismantle the connecting piece is hook bolt.",2016,E02D  27/52; E02D  27/42
485714083,CN201720301343U,Vertical axis wind power generation equipment and showy formula wind -powered electricity generation platform,"The utility model provides a vertical axis aerogenerator and showy formula wind -powered electricity generation platform. This vertical axis wind power generation equipment include the vertical axis and set up in a plurality of blades on the vertical axis, a plurality of blades include the resistance type blade that is located the middle part and encircle a plurality of lift type blades that resistance type blade set up, lift type blade with be connected with the clutch between the resistance type blade, the driving part of clutch with the root fixing of resistance type, the follower of clutch with the root fixing of lift type. The application provides a vertical axis wind power generation equipment improves its wind energy utilization and rates through setting up two kinds of blades in lift type blade and the resistance type blade, through the improvement of the mode of arranging to the blade, effectively reduces the whole focus of wind power generation equipment, adapts to marine wind power generation's complex environment more.",2017,F03D  80/00; Y02E  10/727; Y02E  10/74; F03D   3/06; F03D  13/25
485714489,CN201720324422U,"Integral type wind -powered electricity generation installation ship is had bad luck, is assembled, is hoisted to fan part","The application discloses integral type wind -powered electricity generation installation ship is had bad luck, is assembled, is hoisted to fan part. Integral type wind -powered electricity generation installation ship is had bad luck, is assembled, is hoisted to fan part includes the installation ship hull, and the on -board of installation ship hull is provided with the first heavy -duty machine, and the jib loading boom below of the first heavy -duty machine is provided with the second hoist that is used for assembling the fan, and the handling subassembly is all connected to the jib loading boom one end of the first heavy -duty machine and second hoist, and the jack -up brachium of second hoist is lighter than the jack -up brachium of the first heavy -duty machine, the on -board of installation ship hull still is provided with the dolly of having bad luck that is used for having bad luck fan part to second hoist. Through have bad luck, the cooperation of equipment, hoist device, the latency of the fan parts that significantly reduce transportation boats and ships, the equipment is synchronous with hoist and mount, has reduced the cost of transportation with the installation when having improved the installation effectiveness.",2017,B63B  35/00; F03D  13/10; Y02E  10/72; F03D  13/40; B63B  27/16
485843003,CN201710481362,Installation construction method for offshore wind power early-fixed pile jacket,"The invention discloses an installation construction method for an offshore wind power early-fixed pile jacket. The jacket is safely and accurately installed on four wind power foundation steel piles fixed to a seabed in advance through the seven main steps of construction preparation, jacket hoisting, a jacket position aligning, pile entering of the jacket, measurement calibration, installation completion, record determining through diver photographing, warning of hook withdrawing and site clearing. The technical difficult problem of underwater installation of the early-fixed pile jacket can be effectively solved, and the extremely large promoting effect is achieved for promotion of wind power plant development of national southeastern sea areas and deep sea areas.",2017,E02B  17/00; E02D  27/44
485906761,CN201720306036U,Marine fan wind wheel seal structure of system,"The utility model provides a marine fan wind wheel seal structure of system, including setting up cabin cover sealing ring and the blade sealing ring of setting on the blade on the kuppe, a plurality of labyrinth seal's first passageway is formed to cabin cover sealing ring and blade sealing ring. This scheme has a plurality of labyrinth seal intercommunication departments through providing this passageway, can stop to get into during the extraneous gas is to marine fan wind wheel, improved marine fan wind wheel sealed effect, reduced in the marine fan wind wheel spare part causes fatigue crack because of the corruption fatigue failure risk.",2017,F16J  15/447; Y02E  10/722; F03D  80/00
485907871,CN201720255008U,Marine wind power foundation structure remote monitering system,"The utility model provides a purpose provides a marine wind power foundation structure remote monitering system, and this system includes: collection vibration monitor cell, structure safety monitor cell, cathodic protection current potential monitor cell data acquisition module as an organic whole, network communication module and remote monitoring information management platform, the wind -powered electricity generation foundation structure's that data acquisition module will gather information data passes through network communication module to be transmitted to remote monitoring information management platform, makes it unify storage, management, maintenance and analysis to all monitoring data. This application is can be under unmanned on duty's condition comprehensive, accurate, acquire the monitoring data in real time, has overcome a great deal of drawback of traditional personal monitoring means, can more objectively reflect the situation on actual wind -powered electricity generation basis. This application improves the monitoring level through information -based means, provides the basis for designer and administrator scientific decision.",2017,E02D  33/00; G05B  19/048
485911305,CN201720212255U,Offshore wind power generation unit and coolant environmental protection collection device thereof,"The utility model discloses a coolant environmental protection collection device of offshore wind power generation unit, including setting up in the oil collection pan of heat exchanger below, the liquid sensor of liquid condition in still including the controller, be used for the drain pump of liquid in the suction oil collection pan and be used for detecting oil collection pan, the water sucking mouth of drain pump is close to the oil collection pan bottom, and liquid sensor's sense terminal is provided with between bottom oil collection pan and presets the interval, and the sense terminal is controller control drainage pump startup during by the rainwater submergence, and the sense terminal is the bring to rest of controller controlgear during by liquid coolant submergence. Can prevent a large amount of deposits of external rainwater, when the coolant leakage appears in the heat exchanger, can collect the coolant of leakage completely, avoid the coolant leakage to cause the pollution to marine environment, avoid influencing offshore wind power generation unit outward appearance image. The utility model also discloses an offshore wind power generation unit of including above -mentioned coolant environmental protection collection device.",2017,F03D  80/00; F03D   9/25; Y02E  10/723; Y02E  10/725; F03D   7/00; Y02E  10/722; Y02P  80/158
485970806,CN201720249099U,Ocean floating fan base construction vibration damper,"Ocean floating fan base construction vibration damper includes that the basal portion is full of damping material's aerogenerator platform, and the middle position of this aerogenerator platform is fixed with the aerogenerator machine wall of upwards extension, passes through a further fixed aerogenerator machine wall just around the root of quick -witted wall, and while a plurality of steel pipes of connection structure fixedly connected with through having the damping function on quick -witted wall, these steel pipe roots are fixed in the inside damping material who is full of of aerogenerator platform. The beneficial effect that this kind of ocean floating fan base construction vibration damper can reach reduces for holistic fan vibrates for aspects such as the intensity of each component of aerogenerator, rigidity can be fine obtain control, treat stress concentrated part effectively.",2017,F03D  80/00; Y02E  10/722; Y02E  10/727; F03D  13/25
486004101,US201515535028,Variable trimaran using natural power,"A variable trimaran that uses natural power has an outer hull, which is capable of ensuring stability with respect to a center hull in the middle thereof. The variable trimaran can be selectively expanded and contracted in the horizontal and vertical directions thereof. The variable trimaran includes a sail unit, which uses wind power, and a solar power generation unit so as to enable efficient long-term sailing without the use of fossil fuel. To this end, a horizontal and vertical adjustment units are provided for adjusting the position of the outer hull, and the solar power generation unit and the wind power sailing unit are used such that the position of the outer hull can be freely adjusted with respect to the center hull and efficient long-term sailing is enabled without the supply of an oil energy source due to the use of sunlight and wind power as power sources.",2015,B63B   1/125; B63B   1/14; B63B2001/145; H02S  20/30; B63B  15/02; B63H   9/04
486006470,US201615149099,Rotor or propeller blade with dynamically variable geometry and other properties,"A blade for the cycloidal marine propellers or cycloidal aerial rotors operative, in response to control system commands, to dynamically; flex along its chord, vary its relative pivot point position, change its planform by extending or retracting a trailing edge extension, differentially, turn the flap along the trailing edge in either direction or allow it to be turned by the flows. For the reversal of the leading and trailing edges for operation in reverse airflow and other conditions the blades are provided with edges that can be made rigid when functioning as the leading edge and flexible if needed when functioning as the trailing edge. Also, the blades are configured to vary and reshape their cross-sectional profile thickness. Finally, the blades are given on command flow permeability along much of their surface.",2016,B63H   1/26; B64C  11/20; F05B2240/31; B64C  11/00; Y02E  10/721; B63H   1/04; B64C  11/18; B63H   1/08
486014565,GB20170015256,Wind vector field measurement system,"A three-dimensional wind vector field measurement system employs convergent beams for localised velocity measurement enabling mapping of the wind field across an extended spatial region. The system is buoy mounted to allow measurement in an offshore environment. The use of convergent beams enables characterisation of complex field signatures, advanced control and protective systems for wind turbines, improved wind harvesting, prospecting and equipment selection.",2016,F03D   7/04; G01S  17/95; F03D  17/00; G01P   3/36; G01S  17/48; G01S  17/88; Y02A  90/18; F03D   7/0224; G01S  13/95; F03D   7/048; F05B2270/804; G01S  17/58; G01P   5/26; G01S  13/956; Y02A  90/19
486026877,CN201720430979U,Floating type wind power generation platform,"The utility model discloses a floating type wind power generation platform, including wind power generation set, sea level and sea bed, the last fixed mounting of wind power generation set has the support column, the support column passes through the kickboard setting on the sea level, the support column bottom is provided with the focus chamber, focus chamber bottom is provided with the balance plate, the bottom of balance plate is connected with the locating lever, the end of locating lever is connected with the mooring anchor through the cardan shaft, mooring anchor and sea bed fixed connection. This floating type wind power generation platform, simple to operate, the adjustment is good, and stability is strong, guarantees effectively that wind power generation set plays normal use under the wind regime on the sea level.",2017,B63B  35/44
486028319,CN201720434047U,Marine wind power test bench,"Marine wind power test bench, including testing pile, testing pile adopts the steel -pipe pile, and testing pile installs the bottom annular load box, and the stake of coxopodite counter -force is installed to annular load box bottom. Four minutes of testing pile outer fringe do not are provided with the stake of first benchmark stake pillar, the stake of second benchmark stake pillar, the stake of third benchmark stake pillar, the stake of fourth benchmark stake pillar. The top of the stake of first benchmark stake pillar, the stake of second benchmark stake pillar, the stake of third benchmark stake pillar, the stake of fourth benchmark stake pillar is fixed with horizontal benchmark roof beam, vertical benchmark roof beam, horizontal benchmark roof beam, vertical benchmark roof beam, testing pile's top supporting is fixed with accommodation platform. The testing pile side -mounting has many slope anchor logs, many straight anchor logs. Slope anchor log, straight anchor log top fixed mounting have reaction force platform. The utility model provides a marine wind power test bench, the device include testing pile and the platform of living, can carry out the experiment at marine wind power project initial stage through testing pile, through testing pile's construction, can roughly calculate the whole project moreover, engineering test pile basis constitutes the accommodation platform basis simultaneously.",2017,E02D   5/28; G01N   3/00
486048115,MY2012PI02548,FLOATING ENERGY PRODUCING PLANT,"FLOATING ENERGY PRODUCING PLANT (1), COMPRISING AT LEAST THREE WIND GENERATORS (2) ATTACHED TO A COMMON FLOATING UNIT WHICH CAN BE PLACED ON WATER INDEPENDENT OF PLACEMENT AND WATER DEPTH. THE UNIT COMPRISES A FRAME WORK (F) CONSTRUCTED OF PIPES (4) CONNECTED IN AT LEAST THREE ATTACHMENT POINTS HAVING THE SHAPE OF NODES (3, 5). THE PIPES (4) ARE SEALED IN THEIR RESPECTIVE ENDS (4A, 4B) AND FORMS SEPARATE FLOATING PARTS ADAPTED TO BE CONNECTED TO THE NODES (3, 5).",2010,F05B2240/93; F03D  13/25; B63B  35/4413; Y02E  10/727; F03D  13/22; F05B2240/95
486072899,CN201620316802U,Tower -type turbine wind power generation device,"The utility model discloses tower -type turbine wind power generation device is former tower -type turbine wind power generation device ZL201110279979.7 patentee's improvement and perfect, novel wind turbine standard section constitutes turbine rotator and rigidity cushion cap, the complete machine rotator is formed by axle center sports association, elastic roller device on the rigidity cushion cap is born whole gravity and is moved on using the track of the axle center body as the centre of a circle, make and not influenced by wind speed never to fall the advantage of tower and more benefit clearly, axle center body reducing extension is controlled with the wind with cardan shaft connection drive separate unit or many dc generator computers, and quick -changing elelctrochemical power generation volume also changes thereupon. Divide 4 grades, small -size A turbine diameter D4~8~14M rice, power W2~3000KW platform are suitable for the district power supply, medium -sized B, and D16~30M, W0.5~50, 000 KW platforms, land wind field in being suitable for, large -scale C, D32~60M, W10~200, 000 KW platforms, extra -large -size D >= 64M, W >= 300, 000 KW platforms, large -scale, extra -large -size is suitable for marine wind field and view.",2016,F03D   3/06; F03D   9/25; Y02E  10/727; Y02E  10/74; F03D   7/06; F03D  15/10; F03D  13/25
486086473,RU20160136397,UNMANNED AERIAL VEHICLE CONTROL METHOD AND FLIGHT CONTROL ACTUATING UNIT FOR METHOD ACTUALIZATION,"FIELD: aviation.SUBSTANCE: method is carried out by the velocity vector direction regulation by means of the change of the frontal resistance to the approach flow and of the thrust vector value of the blowdown jet due to the change of the approach flow velocity energy within the airfoils, in accordance with the guidance command. The flight control actuating unit arrangement comprises the body with the rigidly fixed airfoils with the air inlet and air bleeding ducts. There are flight control actuator and accumulator battery within every airfoil. The flight control actuator is comprised of the actuating unit of the steering engines that are designed as the coaxially situated electric motor and turbine. The electric motor is the commutatorless one with the outer rotor, on which the turbine is mounted. The floating battery is used in the function of the accumulator battery.EFFECT: enhancement of the functional possibility of the unmanned aerial vehicle application on the slow speed and high altitude, manufacturing simplification.4 cl, 6 dwg",2016,Y02E  10/74; B64C  13/00; F03D   3/00; Y02P  70/523
486124204,ES20160030627,SISTEMA FLOTANTE AUXILIAR PARA LA INSTALACION Y/O EL TRANSPORTE DE ESTRUCTURAS MARINAS Y PROCEDIMIENTO QUE COMPRENDE DICHO SISTEMA.,"Sistema flotante auxiliar para la instalaciÛn y/o el transporte de estructuras marinas y procedimiento que comprende dicho sistema. La invenciÛn se refiere a un sistema flotante auxiliar (1) para la instalaciÛn de una estructura marina (2), comprendiendo dicha estructura (2) al menos un fuste (4) esencialmente vertical, donde dicho sistema flotante auxiliar (1) comprende: al menos un elemento flotante (5) que permanece semisumergido a lo largo del proceso de instalaciÛn de dicha estructura marina (2); al menos una estructura de acoplamiento (7) conectada a dicho elemento flotante (5); y elementos de guiado (9) fijados a dicha estructura de acoplamiento (7) y en contacto deslizante con el fuste (4). Ventajosamente, dicho contacto deslizante entre el sistema flotante auxiliar (1) y el fuste (4) es tal que se permite un movimiento relativo esencialmente vertical entre dicho sistema flotante auxiliar (1) y dicho fuste (4), de modo que a lo largo del proceso de instalaciÛn de dicha estructura marina (2), Èsta desciende hundiÈndose mientras que el sistema flotante auxiliar (1) se mantiene esencialmente a la misma cota en superficie.",2016,B63B   1/14; Y02E  10/727; B63B2035/446; F03D  13/25; B63B  35/44; B63B  35/003; B63B2001/145
486175678,CN201720280333U,Small -size solar and wind energy complementation power supply fresh water water purifier,"The utility model relates to a small -size solar and wind energy complementation power supply fresh water water purifier mainly includes freshwater purification machine workstation, the one end that freshwater purification mechanic made the bench has the water pump that extracts the inferior fresh water in rivers lake ground, the fresh water container of the water pump of the inferior fresh water in extraction rivers lake ground and the built -in filter screen on right side connects, the fresh water container of built -in filter screen and the pressure water pump on right side connect, the first order reverse osmosis method clarifier on pressure water pump and right side is connected, the pressure water pump on first order reverse osmosis method clarifier and right side connects, the secondary reverse osmosis method clarifier on pressure water pump and right side is connected, water pump, pressure water pump, first order reverse osmosis method clarifier, the second level reverse osmosis method clarifier of the inferior fresh water in extraction rivers lake ground, the fresh water container who has a disinfection function of disinfecting pass through electric wire and block terminal connection, and this practical advantage is: 1, occupation space is little, weight is little, and required power is little by 2, it is convenient and reliable to purify fresh water, ensures that fresh water quality of water is fresh, of high quality 3, low, the economical and practical of cost, convenient operation, simple to operate 4, do not had commercial power mains supply not influence 5, wind energy and solar energy complementation power supply, do not receive the influence of weather and environment.",2017,C02F   9/02; F03D   9/11; Y02E  10/766; Y02P  80/158; Y02W  10/37; Y02W  10/33; H02J   7/35; Y02E  10/72
486181623,CN201720254889U,Ship shape machine device based on water quality monitoring,"The utility model discloses a ship shape machine device based on water quality monitoring, trapezoid table both sides inclined plane all is provided with solar cell panel, the trapezoid table top is provided with the navigation mark lamp, video monitor, wind power generation device, the hull front end is provided with the ultrasonic wave and surveys the barrier module, the hull rear end is provided with the transceiving ware, the hull bottom is provided with driving motor, quality of water sensor group, microcontroller surveys the barrier module with the ultrasonic wave respectively, the GPRS module, GPS orientation module, driving motor, the transceiving ware, alarm module connects, microcontroller passes through GPRS module connection monitoring center, the GPRS module, video monitor passes through image gathering module and is connected with microcontroller, power module is connected with the navigation mark lamp electricity, the utility model discloses simple structure removes wantonly in can realizing the waters, in time acquire the quality of water condition in monitoring waters and the positional information in monitoring waters effectively, but remote control and measurement is with low costs.",2017,B63B  35/00; G01N  33/18
486185080,CN201720101377U,Large -scale breed of multi -functional movable type worker ship,"The utility model relates to a large -scale breed of multi -functional movable type worker ship, including the hull, be provided with the water tank of breeding fish under the main deck of hull, it is used for processing the machining region of fishery harvesting thing and the refrigerated fish hold who is used for the fishery harvesting thing after the cold -stored processing to breed fish to be provided with on the water tank, near machining region is provided with the loop wheel machine of the fishery harvesting thing that is used for the lifting fishing boat, the machining region top is equipped with breeds the workshop, breed worker owner deck has set up the fan and has been used for wind power generation, and solar cell panel is used for utilizing solar energy in the installation of the open -air area on deck. Which comprises a ship body,",2017,B63B  35/26; B63B  35/14
486185703,CN201621285629U,Marine floating vertical axis aerogenerator,"The utility model discloses a marine floating vertical axis aerogenerator, including two parts of rotor system and floating foundation system, rotor system include king -post, fan blade and shafting, rotor system is connected with the floating foundation system through the shafting, the floating foundation system includes upper portion buoyancy compartment, initiative ballast tank, truss structure, heave plate, bottom ballast tank and mooring cable, upper portion buoyancy compartment top links to each other with the shafting, the lower part communicates with the initiative ballast tank each other, truss fixation connects between the bottom and bottom ballast tank of initiative ballast tank, heave plate is equidistant to be fixed on the truss, cabin outer margin sets up four mooring hawser with certain interval at the initiative loading, the shafting is arranged in inside upper portion buoyancy compartment and initiative ballast tank.",2016,F03D   9/25; F03D   3/06; F03D  13/25; Y02E  10/727; Y02E  10/74
486235749,DE201610119593,Mantelstrˆmungsmaschine,"Die Erfindung betrifft eine Mantelstrˆmungsmaschine (2), die sowohl als Elektroantrieb als auch als Generator betreibbar ist, mit einem an einer Auflenseite umstrˆmbaren Mantelgeh‰use (4), dessen Profil sich zu einer ersten Stirnseite (12), an der eine erste stirnseitige ÷ffnung (18) ausgebildet ist, und zu einer zweiten Stirnseite (16), an der eine zweite stirnseitige ÷ffnung (20) ausgebildet ist, hin verj¸ngt, wobei sich zwischen den beiden stirnseitigen ÷ffnungen (18, 20) ein Flieflpfad (22) entlang einer Hauptachse (A) erstreckt, und mit einer elektrischen Maschine (6), die am Mantelgeh‰use (4) einen Stator (25) und einen innerhalb des Stators (25) verdrehbar gelagerten Rotor (24) aufweist, wobei der Rotor (24) eine freie Drehachse (D) definiert und dabei einen Rotorring (26) und eine Anordnung von sich ausgehend vom Rotorring (26) zu einem jeweiligen freien Rand (30) hin radial erstreckenden Rotorbl‰ttern aufweist und die freien R‰nder (30) der Rotorbl‰tter in Projektionsrichtung (PR) parallel zur Hauptachse (A) eine freie Kreisfl‰che (32) begrenzen. Dabei ist vorgesehen, dass die Rotorbl‰tter durch Leitbleche (28) gebildet sind, die sich in Richtung der Hauptachse (A) wenigstens ¸ber die gesamte axiale L‰nge des Rotorrings (26) erstrecken.",2016,B63H2001/165; B63H   5/10; B63H  23/24; B63H   1/26; H02K   7/1823; B63H   1/16; B63H   5/14; B63H2023/005; F03D   9/00; F03B  13/10
486247948,KR20160128122,SHIP EQUIPPED WITH PROPULSION SYSTEM USING WAVE FORCE,"? ??? ?? ????? ??? ??? ?? ????, ?? ?? ; ?? ?? ??? ??? ??? ??? ??? ??? ???? ???? ??? ???? ???? ; ?? ????? ??? ????? ?? ????? ???? ???? ???, ?? ????? ??? ???? ????? ?? ????? ??? ???? ???? ????? ????? ??? ???? ; ?? ????? ????? ???? ??? ???? ????? ???? ?? ???, ?? ?? ???? ???? ?? ?? ???? ???? ?1??? ????? ?? ??? ; ?? ????? ????? ???? ??? ????? ????? ???? ?? ???, ?? ?? ???? ???? ?? ?? ???? ???? ?2??? ????? ?? ??? ; ? ???? ????? ?? ???? ??.? ??? ?? ?? ????? ??? ??? ?????? ???? ?? ? ??? ??? ?????? ?????. ??, ??? ?? ??? ??? ????? ??? ????? ???? ?? ??? ??? ?? ????? ????? ??? ??????? ??? ??? ????? ??? ????? ??? ? ?? ??.",2016,F03D   9/10; Y02E  10/72; B63B2035/4453; B63B2209/14; B63B2209/18; B63H  11/12; B63H  19/04; B63B2035/4466; B63H  19/02; B63H  25/46; Y02T  70/56; Y02T  70/59; B63J   3/00; Y02E  10/52
486250238,US201515529825,Turning device for turning a first mould part for manufacturing a wind turbine blade part relative to a second mould part,"A turning device, for manufacturing wind turbine blades and turning moulds relative to each other, having a base, a rotational part movable relative to the base on an rotational axis, a first linear actuator with first and second ends, the first end attaching to the base, and the second end attaching to the rotational part at a first anchor point on a first turning axis, and a second linear actuator having first and second ends, the first end attaching to the base, and the second end attaching to the rotational part at a second anchor point on a second turning axis. The first turning axis is a first distance from the rotation axis and is moved on a first arc on the rotation axis, and the second turning axis is a second, different distance from the rotation axis and is moved along a second arc on the rotation axis.",2015,B29L2031/085; F03D  13/10; B29L  31/08; Y02E  10/721; B29C  33/28; B29C  65/48; Y02P  70/523; F03D   1/06; B29C  33/30; B29C  65/80
486262593,KR20160149365,#NAME?,"? ??? ??? ???? ????? ????? ???? ???? ?????? ????? ???, ??? ???? ????? ??? ???? ??? ????? ???? ????? ??????; ??? ?? ???? ??? ???? ???? ????? ??????? ????, ?? ???????, ??? ????? ??? ??? ??? ????? ?? ??? ??? ???; ?? ???? ???? ?? ???? ??? ????? ????? ?????? ??? ???? ??? ???; ? ?? ??? ???? ???? ?? ??? ???? ??? ??? ?????? ?????? ????? ???? ???? ??? ??? ???? ????, ?? ??????? ????? ?? ??????? ??? ???? ???? ?? ??????? ?? ??????? ???? ????? ????; ?? ????? ???? ???? ?? ????? ???? ??? ????? ????? ????; ? ?? ????? ???? ???? ?? ??????? ?? ??????? ????, ?? ??????? ?? ??????? ??? ????? ???? ????? ???? ?? ???? ??.",2016,F03B  13/18; H01L  31/042; B63B  35/00; Y02E  10/38; F03D  13/25; Y02E  10/50; Y02E  10/727
486268518,KR20160131837,Method for installation of offshore wind power generator assembled on land,"? ??? ???? ??? ???????? ????? ????? ?? ???, (a)???????? ???? ??? ??? ?? ??? ??? ???? ?? ???? ??; (b)???????? ?????? ???? ?? ??? ??? ?? ???? ??; (c)???????? ?? ?????? ???? ??? ????? ??; (d)???????? ?? ????? ???? ????, ?? ?? ?????? ?????? ????? ???????? ?? ???? ???? ??; (e)?? ???? ??? ?? ? ?? ?? ???? ??????? ?? ?? ??? ???? ??; (f)???????? ??? ?? ???? ???????? ??? ???? ??????? ??; (g)??????? ??? ??????? ?? ????? ???????? ?????? ??, ? (h)????? ???????? ??? ????? ?? ???? ??? ???? ????, ???? ??? ??? ???????? ???? ???? ????????, ????? ????? ? ????? ??? ? ??, ???? ??? ???????? ???? ??? ?????? ???? ??? ??? ?????? ???? ??? ? ?? ??? ??.",2016,B63B  25/24; B63B  35/00; B63B  35/28; B63B  27/08; B63B  27/10; F03D  13/25; Y02E  10/727; B66C  23/18; E04H  12/34; B63B  35/30; Y02P  70/523
486321150,CN201720405245U,Scour prevention's bionic grass structure and marine wind turbine foundation scour prevention protection device,"The utility model belongs to the technical field of marine wind power engineering technique and specifically relates to a scour prevention's bionic grass structure and marine wind turbine foundation scour prevention protection device is related to. This scour prevention's bionic grass structure, including a plurality of scour prevention units, the scour prevention unit includes first fixed base member and many first showy areas, the length direction interval distribution of first fixed base member is followed in many first showy areas, wherein, and the one end in first showy area and first fixed base member fixed connection, the other end in first showy area freely sets up, connect through the fixed base member of second between a plurality of scour prevention units, still being provided with the second on the fixed base member of second and floating the area, wherein, the second floats the fixed base member fixed connection of one end second in area, and the other end that the second floats the area freely sets up. This sea wind turbine foundation scour prevention protection device includes scour prevention's bionic grass structure. The utility model has the characteristics of scour prevention is effectual.",2017,E02D  27/44; E02D  27/52; E02D  31/00
486362288,ES20130306596T,Turbina eÛlica marina sobre soporte flotante desalineado,"Turbina eÛlica marina sobre soporte flotante (1) que incluye o bien un rotor de eje de rotaciÛn horizontal (HAWT), o bien un rotor de eje de rotaciÛn vertical (VAWT), estando montado dicho rotor sobre un soporte flotante que tiene un eje principal, caracterizada por que dicho eje principal del soporte flotante est· desalineado en un ·ngulo ? fijo con relaciÛn: o bien al eje de un m·stil que soporta el rotor de eje de rotaciÛn horizontal, o bien al eje de rotaciÛn del rotor de eje de rotaciÛn vertical.",2013,B63B  39/03; F03D  13/22; F03D   9/25; F03D  13/25; Y02E  10/727; B63B  39/00; F05B2240/93
486363301,DK20140170720T,AnlÊg til produktion af vindenergi til s¯s,NULL,2014,F03D  80/80; Y02P  70/523; F05B2230/61; Y02E  10/725; E02B  17/027; F03D   9/25; F03D   9/257; F05B2240/14; F03D  13/25; E02B2017/0091; F05B2240/95; Y02E  10/727; F03D  80/82; F05B2240/142
486433336,CN201710624069,Ocean wave energy and wind energy resource joint region grade classification method,"The invention discloses an ocean wave energy and wind energy resource joint region grade classification method. Firstly, the method considers characteristics of the distribution of wave energy and wind energy resources in a local ocean area, a classification result has regional pertinence, and requirements of local ocean area classification can be met; then, an evaluation index threshold range of the method changes along with differences of the regions, which can be commonly applied to grade classification in each ocean area; and finally, the method is a wave energy and wind energy joint classification method, a result of an integrated development potential of two resources can be obtained, and more meaning exists to resource development.",2017,G06Q  10/0639; G06Q  10/06; G06Q  50/06
486455842,CN201710699399,No-leveling cylinder foundation for offshore wind power jacket construction and mounting method,"The invention discloses a no-leveling cylinder foundation for offshore wind power jacket construction and a mounting method. The no-leveling cylinder foundation comprises an offshore wind power construction jacket horizontally arranged on a seabed surface, and a cylinder foundation for fixing the offshore wind power construction jacket. The cylinder foundation comprises sleeves; the sleeves comprise outer walls positioned on the outer sides, and guide reinforcing ribs with a guide function; the outer walls and the guide reinforcing ribs are sealed as an integral structure through a baseplate; three sets of sleeves are provided in a triangle form, or four sets of sleeves are provided in a square form; the adjacent sleeves are fixedly connected with sleeve sets through reinforcing support rods; and the sleeve sets are fixed at the upper part of a cylinder through an A form or a B form. The no-leveling cylinder foundation has such advantages as accurate positioning, fewer procedures, improvement of the working efficiency and fewer used ship machines, is suitable for various sea areas with clay and sand stratums, and in particular, is suitable for the foundation offshore wind power jacket construction with limited application of steel pipe piles caused by such factors as far sea deepwater and higher buried depths of bearing stratums.",2017,E02D  27/425; E02D  27/42
486494251,CN201720234456U,A device that is used for pressure monitoring and automatic stepping up in marine wind power composite cylinder type basis,"The utility model belongs to marine wind power negative pressure drum basis field relates to a device that is used for pressure monitoring and automatic stepping up in marine wind power composite cylinder type basis, including a plurality of atmospheric pressure sensor, controller, outside pneumatic control return circuit and motorised valve, a plurality of atmospheric pressure sensor distributes in a plurality of cabin, the pressure regulating hole has all been seted up in the region corresponding to each cabin place to the top cap, the pressure regulating hole is passed through the pipeline and is communicate in outside pneumatic control return circuit to every pressure regulating hole all is equipped with the motorised valve communicateing on the pipeline in outside pneumatic control return circuit, the controller is used for receiving the signal of baroceptor to opening and closing according to the signal control motorised valve of baroceptor, outside pneumatic control return circuit is used for adjusting the atmospheric pressure in cabin. It improves precision and efficiency and realizes automaticly through automatic pressure monitoring and the automatic device that steps up.",2017,E02D  33/00
486505687,CN201720362074U,"Ocean wave energy, wind energy and energy by ocean current combination power generation facility","The utility model provides an ocean wave energy, wind energy and energy by ocean current combination power generation facility, belongs to renewable energy utilization and equips technical field with ocean engineering. Power generation facility is stronger to the suitability of the depth of water in this group, is particularly useful for the far -reaching sea area that marine wave energy, wind energy and energy by ocean current resource are abundant, the adoption is triangular distribution's three flotation pontoons design, and the requirement is put to the cloth that has not only satisfied wave energy power generation facility and aerogenerator, has realized simple structure, lightweight moreover, foot bridge and crossbeam have been arranged to flotation pontoon upper portion, and power transmission system and power generating equipment equipartition are put on the crossbeam, the constructor's of being convenient for routine maintenance and maintenance, and the washboard is installed to the flotation pontoon bottom, can effectively accomplish to subtract and shake, subtract and swing, pneumatic cylinder and the included angle adjustable festival of putting the board make its can adapt to different unrestrained height, ocean current power generation device installs bionical automatic the accent to the rudder, and the ocean current flows through bionical automatic the accent to the rudder, can make ocean current power generation device remain stable under the effect of both sides pressure differential to all the time, can be with the biggest efficiency work.",2017,F03D   9/25; F03B  13/26; Y02E  10/38; Y02E  10/725; F03B  13/22; Y02E  10/28; F03D   9/30; Y02E  10/727; B63B  35/44
486506458,CN201621266084U,Marine wind turbine foundation of three stand semi -submerged formulas,"The utility model provides a marine wind turbine foundation of three stand semi -submerged formulas, for offshore wind energy development service, including the three vertical stand that is trefoil formation, it is total high by 13~14 that stand height on water accounts for the basis, and aerogenerator installs at the head tree top, and head tree bottom under water passes through the flotation pontoon and links to each other with peripheral two times stands respectively, and two flotation pontoon contained angles be between 60~90, and structural style is terse, passes the power route clearly. The inside cavity of stand just sets up stiffening rib, ballast cabin. The on -board of three stands sets up anchor machine, and the chock is fixed to the shaft, and the tension muscle links to each other with the outside ballast in seabed. Through adjusting the extent of contact that the outside hung ballast and sea bed, control fan base -system 's inclination guarantees high -efficient wind energy collecting. The basis adopts the braced chain to moor, is connected with the towed type anchor in seabed.",2016,E02D  27/42; E02D  27/44; E02D  27/52
486507754,CN201621272621U,"Power generation facility is synthesized to wind energy, ocean energy","The utility model provides a power generation facility is synthesized to wind energy, ocean energy, can power generation facility and wave energy power generation facility including the trend, the trend can set up below the sea level by power generation facility, the trend can include turbine and rigid support frame by power generation facility, the turbine includes the impeller that horizontal rotary drum moved, be equipped with the through -hole on the impeller, be equipped with the vertical axis on the rigid support frame, the impeller passes through the through -hole cover is established on the vertical axis, wave energy power generation facility includes the oscillating type float, the oscillating type float with the upper portion of vertical axis is connected, the oscillating type float is located the sea level. The utility model discloses a set up impeller and oscillating type float jointly on same vertical axis, can convert wave energy and trend into the kinetic energy of vertical axis, increased the power that impeller and oscillating type float received simultaneously, improved energy transformation ratio.",2016,F03B  13/18; F03B  13/26; Y02E  10/28; Y02E  10/727; F03B   3/12; Y02E  10/223; F03D  13/25; F03D   9/25; Y02E  10/38
486508133,CN201621329828U,Marine wind turbine foundation of spar type assembled prestressed reinforced concrete floating,"The utility model provides a marine wind turbine foundation of spar type assembled prestressed reinforced concrete floating is for offshore wind energy development service. The basis comprises the prestressed reinforced concrete assembly component of a plurality of prefabrications, and should assemble the component is inside hollow circular cylinder, and the prestressing steel pore is reserved to the column wall, and the circular shape flange plate is taken to the bottom, guarantees the the stiffness on spar basis through the post -tensioned prestressing equipment, improves the anti non -corrosibility ability of splitting. The bottom center of flange plate sets up the circular recess the same with the hollow circular cylinder external conjugate diameter to strengthen assembly structure's overall stability and water proofness. Can fill solid, liquid ballast thing among the bottom component. The height on water on basis accounts for total 15~110 high, the aerogenerator in basis and installs in the top of stand. The pre -buried fairlead of shaft, the edge of a wing sets up the fairlead, and the line of mooring links to each other with the seabed anchor. Compare with the spar type basis of traditional steel construction, prefabricated assembly component adopts the worker's concrete manufacturing of light weight, high strength sea, and construction process is simple, can reduce the place and occupy, reduce the construction degree of difficulty and cost, and fan and the depth of water of prefabricated component's quantity with the different power of adaptation is adjusted to the accessible.",2016,Y02E  10/727; E02D  27/42; B63B  35/44
486514822,CN201720434463U,Inside test device of marine wind power testing pile,"Inside test device of marine wind power testing pile, including testing pile, testing pile adopts the steel -pipe pile, testing pile's inner wall installs that a plurality of first position findings move the pillar, a plurality of second position finding moves the pillar, first position finding moves pillar, second position finding and moves that the pillar is inside to be provided with the position finding and to move the cable, the end that the position finding moved the cable links to each other with the displacement meter. The optic fibre pillar is installed to testing pile's inner wall symmetry, optic fibre pillar internally mounted has optic fibre, the deviational survey pipe is installed to the testing pile inner wall, the outside cover of deviational survey pipe is equipped with deviational survey pipe protection device, electric horizontal beam pillar is installed to testing pile inner wall symmetry, electricity horizontal beam pillar internally mounted has electric horizontal beam. The utility model relates to an inside test device of marine wind power testing pile through at inside various measuring tool and the sensor laid of testing pile, measures each item data in the work progress, and then provides the data basis for follow -up extensive construction, sets up the sensor of protection device in to the process of the test simultaneously and carries out effectual protection.",2017,E02D  33/00
486557246,KR20160050966,TRANSITION PIECES OF OFFSHORE WIND TIURBINES AND WHOLE STRUCTURE OF WIND TURBINES HAVING IT,"The present invention relates to an offshore wind power generation middle structure and a construction method for the same. Specifically, the offshore wind power generation middle structure is installed between: a support structure including multiple support pipes protruding from the circumference and installed in order for the upper part to protrude from the sea by being installed on a seabed; and an offshore structure installed on the sea by being mounted on the upper part of the support structure. The offshore wind power generation middle structure includes: a bottom unit placed by using a support frame including multiple cylindrical steel pipes and a connection bar connecting the cylindrical steel pipes, wherein the support pipe is inserted into each of the cylindrical steel pipes; a body unit connected to the upper part of the bottom unit and having a longitudinal cross-section of a cone shape in which the diameter is gradually reduced toward the upper part in the height direction; and a tower support unit formed in order for a steel pipe tower to be mounted on the upper surface of the body unit.",2016,E02D2300/0029; E02D  27/425; F03D  13/22; E02D  27/52; E02D2200/1685; F03D  13/25; E02D  27/42; F03D  13/20; Y02E  10/727
486570442,ES20160030681,PLATAFORMA SEMISUMERGIBLE PARA AEROGENERADORES MARINOS,"Plataforma semisumergible para aerogeneradores marinos. La presente invenciÛn se refiere a una plataforma semisumergible para aerogeneradores marinos que ha sido desarrollada con una geometrÌa optimizada, presentando un bajo centro de gravedad, que es adaptable, en gran parte conseguido gracias a un diseÒo que ofrece una elevada capacidad de lastrado en la parte inferior de la plataforma gracias a la geometrÌa desarrollada, y con ello, una elevada estabilidad y excelente comportamiento en la mar. Adicionalmente la plataforma semisumergible definida en la presente invenciÛn cuenta con un diseÒo especial con tres columnas verticales, una columna principal y dos columnas auxiliares, unidas en su parte inferior por tres pontonas submarinas, dos pontonas laterales y una pontona transversal posterior, de las cuales las pontonas laterales unen la columna principal con cada una de las columnas auxiliares, mientras que la pontona transversal unir· las columnas auxiliares entre sÌ.",2016,Y02P  70/523; F03D  13/25; Y02E  10/727
486571442,ES20140152768T,Plataforma de alta mar estabilizada por columnas con planchas de atrapamiento de agua y sistema de amarre asimÈtrico para soporte de turbinas eÛlicas de alta mar,NULL,2009,B63B  35/00; E04H  12/00; B63B  39/03; B63B  39/06; E02B   9/00; Y02E  10/727; F03D   9/00; B63B  21/50; F03D   7/02; F03D  13/25; Y02E  10/22; E02B  17/00; F03D   1/00; Y02E  10/723; B63B  35/44; B63B  39/04
486596543,CN201720249128U,Ocean floating fan damping base,"Ocean floating fan damping base includes that the basal portion is full of damping material's aerogenerator platform, and the middle position of this aerogenerator platform is fixed with the aerogenerator machine wall of upwards extension, passes through a further fixed aerogenerator machine wall just around the root of quick -witted wall, and while a plurality of steel pipes of connection structure fixedly connected with through having the damping function on quick -witted wall, these steel pipe roots are fixed in the inside damping material who is full of of aerogenerator platform. The beneficial effect that this kind of ocean floating fan damping base can reach reduces for holistic fan vibrates for aspects such as the intensity of each component of aerogenerator, rigidity can be fine obtain control, treat stress concentrated part effectively.",2017,Y02E  10/727; F03D  13/25; Y02E  10/722; F03D  80/00
486603947,CN201720013851U,Marine fan high rise pile cap foundation safety monitoring system of batholith sea bed,"The utility model discloses a marine fan high rise pile cap foundation safety monitoring system of batholith sea bed, including concrete cap, tubular pile and steel -pipe column, the concrete cap surface is provided with basic slope monitor cell, basic cushion cap vibration monitor cell and basic cushion cap wave monitor cell, the last railing of installing all around of concrete cap, and the concrete cap middle part is connected with the tubular pile, is equipped with outer platform on the tubular pile, connects under the concrete cap and arranges eight steel -pipe columns that the size is the same, is provided with high rise pile cap foundation stress monitor cell and steel -pipe column protection potential monitor cell in the steel -pipe column, under steel -pipe column lower extreme pile sinking to the sea level, squeeze into the sea bed, this monitoring system degree of automation is high, can realize the self -timing monitoring, has realized that basic safety monitoring, loss are confirmed, the life -span aassessment, both can master wind turbine foundation's accurate military service state in real time, also can carry out safety precaution to damage or destruction that foundation structure probably takes place.",2017,E02D  33/00; E02D  27/14; E02D  27/52
486604045,CN201720091114U,Novel wind generator suitable for coastal area,"The utility model discloses a novel wind generator suitable for coastal area, including base and power generation facility, power generation facility rotatably installs on the base, is equipped with pylon overturn groove on the base, and power generation facility is through rotatory protractile pylon overturn groove or fold up into in the pylon overturn groove, is equipped with the induced air hole on at least one cell wall of pylon overturn groove, is equipped with wind hole adjusting device on the base, the utility model provides a novel wind generator suitable for coastal area, simple structure is practical, is fit for blowing the climatic anomaly area of high wind, can effectively avoid high wind to the wind pressure of aerogenerator body and pylon, prevents that the pylon from bearing strong wind pressure and collapsing, and improve equipment's the reliability and the life of extension equipment again can the electricity generations of aerogenerator continuation, and improvement aerogenerator's the rate of utilization to reduce cost, is favorable to improving localization rate and large -scale production.",2017,F03D  13/25; Y02E  10/722; Y02E  10/727; Y02P  70/523; F03D  80/00
486622645,CN201680014866,HYDRO-PNEUMATIC ENERGY STORAGE SYSTEM,"A hydro-pneumatic energy storage system for deep sea water (DSW) is described. The system includes a floating support structure including a floating support platform, and a floating air chamber mounted on the floating support platform. The floating air chamber is configured for holding compressed air. The system also includes a sea-bottom mounted structure including a sea-bottom accumulator chamber configured for holding the compressed air and the DSW to store the DSW under pressure of the compressed air, and an air umbilical pneumatically interconnecting the floating air chamber with the sea-bottom accumulator chamber.",2016,Y02E  10/725; F05B2240/93; F03D   9/28; Y02E  10/22; Y02E  60/15; Y02E  60/17; F03D  13/25; Y02E  10/727; F03B  13/264; F05B2240/95; F03B  13/06; F05B2240/40; Y02E  10/38; F03B  13/10; F03D   9/008; F03D   9/17; F03D   9/255; F15B   1/033
486635805,CN201710427250,Load control system of floating wind turbine platform and vertical alignment adjusting method,"A floating wind turbine platform includes a floatation frame that includes three columns that are coupled to each other with horizontal main beams. A wind turbine tower is mounted above a tower support column to simplify the system construction and improve the structural strength. The turbine blades are coupled to a nacelle that rotates on top of the tower. The turbine's gearbox generator and other electrical gear can be mounted either traditionally in the nacelle, or lower in the tower or in the top of the tower-supporting column. The floatation frame includes a water ballasting system that pumps water between the columns to keep the tower in a vertical alignment regardless of the wind speed. Water-entrapment plates are mounted to the bottoms of the columns to minimize the rotational movement of the floatation frame due to waves.",2009,E02B   9/00; F05B2240/93; Y02E  10/22; B63B  35/00; B63B2035/446; F03D  13/10; E04H2012/006; Y02E  10/725; B63B  39/03; B63B  39/06; E02B  17/04; B63B   1/107; F05B2240/95; B63B  35/44; B63B2039/067; E02B2017/0091; F03D   9/25; F03D   9/257; F03D  17/00; F03D   7/0204; F03D  13/25; F03D  80/00; Y02E  10/727
486870557,CN201720178464U,Integrated form cover cage,"The utility model relates to an integrated form cover cage, this integrated form cover cage install on the sea, including a steel -pipe pile, the bottom of steel -pipe pile is fixed below the mud face of seabed and vertical setting, steel pipe pile sleeve group, this steel pipe pile sleeve group is formed by the upper and lower concatenation of a plurality of steel pipe pile sleeve, an integrated component, integrated component include circular support frame in many causes, a plurality of support column, a plurality of sacrificial anode group, this sacrificial anode group comprises two sacrificial anode that set up in opposite directions, an operation subassembly, operation subassembly include operation platform, staircase and lean on ship spare, a cable component spare, cable component spare include around many first electric cable tube of operation platform lower limb setting, arrange many seconds electricity cable tube of steel pipe pile sleeve inter block portion in, are equipped with the communicating cable hole with second electricity cable tube in the steel pipe pile sleeve group, and it is final to first electric cable tube that the cable passes cable hole, second electricity cable tube in proper order. The utility model has the advantages of the protection of cables pipe, prevent that corrosive effects is good, increase of service life.",2017,E02D  27/52; Y02E  10/722; Y02E  10/727; F03D  13/25; H02G   3/04; C23F  13/06; F03D  80/80; E02D  27/42
486873892,CN201720316365U,Outer platform of marine fan of single pile formula,"Outer platform of marine fan of single pile formula. Relate to the outer platform field of fan. The utility model provides a structure is exquisite, the mounting means simple and convenient, stability is good and the installation after can guarantee that all collar tie beams all and keep the outer platform of marine fan of single pile formula with the axle center between the single pile basis. Outer platform still includes a plurality of collars and a plurality of groups fixed block with a plurality of collar tie beam one -to -ones, with a set of fixed block highly uniform, just equal fixed connection are on the outer wall on single pile basis, with a set of within the fixed block lies in a collar tie beam, just the bottom fixedly connected with of collar tie beam is used for to living the spacing ring of fixed block, the collar includes annular base plate and a plurality of inserted block, and is a plurality of the equal fixed connection of inserted block on the bottom surface of base plate, and insert between fixed block and the collar tie beam. The utility model discloses have the characteristics that the mounting means is simple and convenient, stability is good, structural strength is high and joint strength is high on the whole.",2017,F03D  13/25; F03D  13/10; E02D  27/42; Y02E  10/727
486879603,CN201720257780U,Cellular type core combined material blade,"The utility model discloses a cellular type core combined material blade, its structure all adopts resin matrix composite, by constituteing including blade surface subtotal cellular type core part, the blade surface part comprises two combined material faces, and the sandwich comprises a regular hexagon honeycomb panel, its characterized in that: two resin matrix composite corrugated surfaces are adhere respectively in honeycomb sandwich's top and bottom to certain blade profile structure crumples and forms. The utility model discloses an advantage: adoption resin matrix composite can realize the integrated into one piece of blade surface and cellular type core, and manufacturing is convenient, and is sturdy and durable, comparing in solid resin matrix composite blade, adopting the combined material hollow blade of cellular type core, can guarantee under the unchangeable circumstances of the pneumatic appearance of blade, effectively reduce the quality of blade, save combined material's quantity, improve wind vanes's structural strength, the bending resistance that effectively promotes the blade is turned round, resistance to shock, improvement vane efficieney, adopt combined material's honeycomb sandwich, can reduce the noise vibration of blade during operation, increase the resonance nargin of blade, promote the reliability of blade during operation.",2017,F01D   5/28; Y02P  70/523; F04D  29/30; F01D   5/18; F03D   1/06; F04D  29/38; Y02E  10/721; B63H   1/26; Y02T  50/44; B64C  11/22
486889864,CN201720538249U,Marine fan and aquaculture net case integrated system of floating of semi -submerged formula,"The utility model belongs to the technical field of offshore wind power generation and offshore culturing, a marine fan and aquaculture net case integrated system of floating of semi -submerged formula is related to. This system includes stand flotation pontoon, frame flotation pontoon, fan, circular aquaculture net case and mooring system, the stand flotation pontoon provides basic buoyancy with the frame flotation pontoon jointly, fixes a position in the seabed through distributed anchor chain, three transverse frame flotation pontoons and a longitudinal framing flotation pontoon form four diamond structures of laying circular aquaculture net case, 9 stand flotation pontoons are arranged in the lower extreme of every transverse frame flotation pontoon, the marine fan and aquaculture net case integrated system of floating of semi -submerged formula communist party of china to stand flotation pontoon equipartition. The fan is fixed in the upper end of frame flotation pontoon, and its position is corresponding with the fixed position of stand flotation pontoon. Circular aquaculture net case is fixed on the frame flotation pontoon through horizontal anchor chain, its motion under the ocean current and the shoal of fish act on of the perpendicular anchor chain restriction of its bottom through taking the weight piece, the distributing type anchor chain is installed at the both ends of transverse frame flotation pontoon, realizes the location.",2017,Y02E  10/722; Y02E  10/727; A01K  61/60; F03D   7/02; F03D  13/25; Y02E  10/723; Y02P  60/64; Y02E  10/725; F03D   9/25; Y02A  40/826; F03D  80/00; B63B  35/44; F03D  15/10
486890120,CN201720520882U,Multi -functional novel friction pile,"The utility model discloses a multi -functional novel friction pile, it includes capacitation device, balancing unit and equipment. The capacitation device includes wind power generation set and wave energy power generation facility. Wind power generation set installs at the top of main body, and it includes the blade, the blade links to each other with aerogenerator's main shaft. Wave energy power generation facility installs in the inside of main body, and it includes the support, the battery is installed at the top of support, the battery links to each other with the generator, the main shaft of generator links to each other with the axis of rotation, the heavy object pendulum is installed to the end of axis of rotation. This device can utilize the wave rose and fell in the ocean ocean kinetic energy and wind energy, turns into electric energy and storage respectively with it through wind power generation set and wave energy power generation facility, provides energy supply for signal observation device, signal emission device and the screw of its inside.",2017,E02D  17/20
486890665,CN201720516123U,Marine wind turbine foundation steel -pipe pile anti -corrosion structure,"The utility model discloses a marine wind turbine foundation steel -pipe pile anti -corrosion structure. The corrosion protection structure of present marine engineering structure, equipment is general to be adopted at mill's middle finishing after well, transports to on -the -spot installation again, and so partial coating may be damaged in transportation, construction work, and impaired coating can become local corrosion's emergence point. The utility model discloses a marine wind turbine foundation steel -pipe pile anti -corrosion structure that but, the compound layer vaseline cladding field fabrication of, including basement and the steel -pipe pile of connection in the basement, the lateral wall of steel -pipe pile is equipped with vaseline anticorrosion cream, vaseline anticorrosion area, anticorrosion safety cover and the type of resistant the time in proper order outside to and is glued the clothing by interior. The utility model discloses a but the structure field fabrication forms the vaseline cladding of compound layer on the lateral wall of steel -pipe pile, construction convenience, and antiseptic effect is good, and is anticorrosive longe -lived, with low costs, and economic benefits is high, and application market is big.",2017,E02D   5/60; E02D  27/42
486903730,BE20170005821,INRICHTING EN WERKWIJZE VOOR HET AANBRENGEN VAN EEN SECUNDAIRE CONSTRUCTIE AAN EEN OFFSHORE PRIMAIRE CONSTRUCTIE,"Beschreven wordt een hulpinrichting voor het aanbrengen en in een gewenste positie bevestigen van een secundaire constructie aan een reeds aanwezige offshore primaire constructie. De hulpinrichting omvat een steunlichaam dat met koppelmiddelen aan een hijsmiddel is op te hangen en in de nabijheid van de primaire constructie kan worden gebracht. Het steunlichaam is verder voorzien van op afstand bestuurbaar gereedschap, waarbij een gereedschap is ingericht om de secundaire constructie aan te grijpen en in de gewenste positie weer los te laten en/of de secundaire constructie elektrische en/of mechanische aan de primaire constructie te verbinden. Tevens wordt een overeenkomstige werkwijze beschreven. De inrichting en werkwijze zijn in het bijzonder geschikt voor het nauwkeurig aanbrengen van een anodekooi rond een monopaalfundering van een offshore windturbine, voor het positioneren en voor het elektrisch en/of mechanisch verbinden van de secundaire constructie aan de primaire constructie.",2017,B63B  35/44; E02B  17/02; E02B2017/0047; E02B2017/0091; E02B2017/0043; F05B2230/604; B66C  13/46; F03D  13/25; B66C  23/52; F05B2230/61; B66C  13/085; B66C   1/108; F03D  13/10; E02B  17/00; E02B  17/027; E02B2017/0065
486958875,CN201720394184U,Inland waterway's energy -conserving fairway buoy that floats,"The utility model belongs to the technical field of float the fairway buoy, especially, relate to an inland waterway's energy -conserving fairway buoy that floats, the energy collect the body include by upper support ring frame center is connected the blade of constituteing at lower supporting ring frame center through the dabber and is supported the assembly, the blade supports assembly outer peripheral surface axial and encircles the sail blade, the blade supports the interior axial of frame of assembly and encircles the solar energy polar plate, the utility model provides a prior art to have sea or the buoy on the river that we see usually generally all be the floater of cylinder type, for coming and going ship conduct navigation warning effect, nevertheless its energy provide adopt battery powered, because the power supply mode is single, the fairway buoy leads to easily owing to being continued a journey and the high problem of artifical maintenance cost owing to lacking the energy, have and guaranteed lasting the power supply and having reduced artifical maintenance cost of fairway buoy, make the navigation mark lamp have colorful colour, the leakproofness of electrical store has been guaranteed, the good useful technological effect of practical decorative effect.",2017,H02S  10/12; B63B  22/16; F03D   3/06; F03D   9/25; Y02E  10/74
486962091,CN201720438678U,System for whole fan that transports of barge,"The utility model discloses a system for whole fan that transports of barge, which comprises a ship body, the technical problem of consuming time and the poor stability that exist to the current fan transportation mentioned in the background art. The technical scheme who adopts: including having the barge of self propelled system, respectively be equipped with the semicircular groove who is used for holding fan set at the bow and the stern portion of barge, fan set removes to the sea water in from the equipment place, utilizes fan set whole self buoyancy to float and rights in the sea water and in the sea water to through the derrick structure with its vertical fixing in the semicircular groove of barge, set up two at barge stern portion and return the helm steering oar entirely, set up two sides and push away refuting bow portion. The advantage, this system for whole fan that transports of barge, it is convenient to possess the transportation, and wind turbine generator system is kept perfectly, uses of can devoting oneself to work immediately of transportation to the sea area of working, cost sparingly, characteristics such as time.",2017,Y02E  10/727; B63B  35/28; F03D  13/40
486978743,CN201720539851U,Integrated system of floating offshore wind power generation machine and deep sea aquaculture net case,"The utility model provides an integrated system of floating offshore wind power generation machine and deep sea aquaculture net case belongs to ocean renewable energy and aquaculture engineering technical field. This integrated system includes wind generator system, floating deep sea farming systems and anchor chain system, wind generator system includes the marine floating platform of aerogenerator and semi -submerged floating, and the marine floating platform of semi -submerged floating includes body, circular stand and lower body, going up the body and being the ring structure with lower body, the two is connected through three circular stand, three aerogenerator circumference equipartitions are on last body, floating deep sea farming systems includes closed round net case and ballast piece, body bottom under is fixed on closed round net case upper portion, and power supply that lower part circumference equipartition has a ballast piece floating deep sea farming systems is realized by wind generator system's aerogenerator, anchor chain system is the anchor chain promptly, anchor chain one end is fixed under on the body, and the other end links to each other with the sea bed, realizes down that body and sea bed link to each other.",2017,F03D  15/10; Y02A  40/828; Y02E  10/722; Y02E  10/727; Y02P  60/64; Y02A  40/826; F03D   7/02; F03D   9/25; A01K  61/65; B63B  35/44; A01K  61/60; F03D  13/25; Y02E  10/723; Y02E  10/725
486985713,CN201720352918U,"Single point mooring , power self -support , unrestrained breeding device of deep sea anti -wind","The utility model discloses a single point mooring, power self -support, the unrestrained breeding device of deep sea anti -wind, the bow front end is provided with the deck post of mooring, moor fixed the setting at the on -board in bottom of post of deck, the post of mooring is fixed in the seabed, but there is the rotor of free rotation on the top, rigid linking member detachable connect the deck moor the post with moor the post, be provided with first flotation pontoon on the hull, the second flotation pontoon, the third flotation pontoon, first flotation pontoon, a plurality of spaces among the frame construction that second flotation pontoon and third flotation pontoon are constituteed are for breeding the district, be provided with the aquaculture net clothing in the breed district, be provided with solar power system and a plurality of wind generator system on the hull, the utility model discloses a single point moored system will breed the ship and fix in a certain sea area, breed the ship and can center on the mooring arrangement free rotation, have stronger resistance wind -wave capability, can be before extreme stormy waves arrive, cut off being connected of breed ship and mooring arrangement, and guaranteed the survival ability of breed ship to can realize power self -support in far -reaching sea.",2017,Y02A  30/35; B63B  35/44; B63B  21/50
486990615,CN201720211716U,Marine fan single pile basis,"The utility model relates to a marine fan single pile basis. The utility model aims at providing a simple structure, construction convenience, safe and reliable's marine fan single pile basis to save the engineering volume for the outside J shaped steel pipe of the extra large cable wind turbine foundation of protection, reduce the whole height of integrated form accessory members, save construction operation time and construction cost. The utility model provides a: this basis has steel -pipe pile and an extra large cable, and extra large cable draws to the take the altitude after extra large cable manhole from the steel pile body from the scour prevention protection architecture around the steel -pipe pile and gets into the steel -pipe pile, the scour prevention protection architecture of sea cable installs bend limiter in extra large cable manhole section, extra large cable is through extra large cable fixing device and extra large cable manhole fixed connection, be equipped with inner platform in the steel -pipe pile, last the opening of inner platform has extra large cable to insert the hole, and the extra large cable that gets into the steel -pipe pile upwards passes extra large cable and inserts the extra large cable anchor fixed connection that kong bingyu sea cable inserted hole department. The utility model is suitable for an offshore wind power generation trade.",2017,H02G   7/20; E02D  27/42; E02D  27/52; H02G   9/06
486990763,CN201720212156U,Prevent twising reverse structure and have marine fan single pile basis of preventing twising reverse structure,"The utility model relates to a prevent twising reverse structure and have marine fan single pile basis of preventing twising reverse structure. The utility model aims at providing a simple structure, construction convenience, safe and reliable's prevent twising reverse structure and have marine fan single pile basis of preventing twising reverse structure to the holistic antitorque commentaries on classics ability of reinforcing integrated form accessory members. The utility model provides a: a prevent twising reverse the structure which characterized in that: including the type of falling U swallow tail buckle and supporting mechanism, wherein the type of falling U swallow tail buckle lower extreme is opened has towards the type of the falling U groove of below, the type of falling U swallow tail buckle's the type of falling U groove is arranged in to the supporting mechanism, and this supporting mechanism up end is the arc surface with the type of falling U groove circular arc section looks adaptation. The utility model is suitable for an offshore wind power generation trade.",2017,E02D  27/42
486990927,CN201720211655U,Marine fan single pile basis with inside sacrificial anode structure,"The utility model relates to a marine fan single pile basis with inside sacrificial anode structure. The utility model aims at providing a simple structure, construction convenience's marine fan single pile basis with inside sacrificial anode structure to play the anticorrosive protective effect to the steel -pipe pile inner wall. The utility model provides a: a marine fan single pile basis with inside sacrificial anode structure, has steel -pipe pile, its characterized in that: the inside inner platform who links to each other with the steel -pipe pile that is equipped with of steel -pipe pile has connect a plurality of sacrificial anode clusters under the terminal surface under, the sacrificial anode cluster is including the wire rope of last termination on inner platform and concatenate a plurality of sacrificial anode on wire rope. The utility model is suitable for an offshore wind power generation trade.",2017,C23F  13/06; E02D  27/42
487003016,PL20120163861T,Offshore wind energy system,NULL,2012,F03D  17/00; F03D  80/00; F03D   9/00; F05B2240/95; F03D   7/04; F03D   7/048; F03D   7/047; F03D   9/257; Y02E  10/723
487124716,CN201621446126U,Marine minitype aerogenerator group kuppe of energy -concerving and environment -protective type,"The utility model belongs to the technical field of the wind power generation accessory is used, specifically disclose a marine minitype aerogenerator group kuppe of energy -concerving and environment -protective type, including toper kuppe body, first sealed draw -in groove, the sealed draw -in groove of second, the sealed draw -in groove of third, the sealed draw -in groove of fourth, circular spliced pole, first locating hole, second locating hole. Toper kuppe body, first sealed draw -in groove, the sealed draw -in groove of second, the sealed draw -in groove of third, the sealed draw -in groove of fourth, circular spliced pole, first locating hole and second locating hole are integrated into one piece's high fibre resin structure. The utility model has the advantages of its toughness is strong, corrosion -resistant, high temperature resistant etc. And have stronger tensile degree, and this the internal circular spliced pole assembly of toper kuppe is convenient, and four sealed draw -in grooves are sealed stable simultaneously, utilize first locating hole and second locating hole, and effectively the improvement efficiency and the quality of installing has improved overall structure intensity, has guaranteed wind power generation's sustainability, security and high generating efficiency.",2016,Y02E  10/722; F03D  80/00
487128983,CN201720212384U,Floating platform formula marine wind power basis,"The utility model provides a floating platform formula marine wind power basis, includes aerogenerator, a steel tower section of thick bamboo, basic changeover portion, flange ring, cylindric basis, a supporting beam, annular support, suction anchor, drain pump, fixed hawser. Wherein steel tower section of thick bamboo lower part is equipped with basic changeover portion, and the peripheral supporting beam that sets up of basic changeover portion connects cylindric basis. Be equipped with closed cavity in the cylindric basis, have steel branch storehouse board to support in the cavity. The periphery has arranged that the annular supports on the cylindric basis, the annular support with a steel tower section of thick bamboo between and cylindric basis inside all arranged the drain pump. 4 of cylindric basic platform go up symmetrical arrangement and have a fixed hawser, its through suction anchor fixation and restraint on the foundation bed of seabed. The beneficial effects are that: more excellent buoyancy and stronger resistance wind -wave capability have to guarantee its safety and stability operation in far -reaching extra large sea area.",2017,E02D  27/42
487152821,CN201720577696U,A template system for marine wind power's cushion cap is under construction,"The utility model provides a template system for marine wind power's cushion cap is under construction, this template system includes: prefabricated back cover (60), it a plurality ofly is used for marine tubular pile to pass the hole in order to support following bearing structure to distribute on it, steel sleeve box lateral wall template (50), it centers on the perpendicularly upwards detachable assembly of all outward flanges of prefabricated back cover (60), bearing structure is located prefabricated back cover (60) top, its with steel sleeve box lateral wall template (50) inside wall detachable connects, and with prefabricated back cover (60) are connected through the connecting rod. It is short that this application has the marine construction operation time, has guaranteed operation on the sea safety, cost of labor low grade advantage.",2017,E02D  27/14; E02D  27/42
487165015,PT20140152768T,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,NULL,2009,B63B  35/44; E02B   9/00; F05B2240/93; B63B  35/00; F03D   9/257; F03D  13/10; Y02E  10/725; B63B   1/107; B63B  39/04; E02B2017/0091; F03D  80/00; F05B2240/95; B63B  39/06; B63B2039/067; E02B  17/04; E04H  12/00; F03D   1/00; F03D   9/25; Y02E  10/727; F03D   9/00; F03D  17/00; B63B  21/50; E02B  17/00; E04H2012/006; F03D   7/02; F03D   7/0204; F03D  13/25; Y02E  10/22; B63B  39/03; B63B2035/446
487165567,PT20130306596T,OFFSHORE WIND TURBINE ON AN OFF-AXIS FLOATING SUPPORT,NULL,2013,Y02E  10/727; F03D   9/25; B63B  39/03; F03D  13/22; F05B2240/93; B63B  39/00; F03D  13/25
487193365,DK20130156541T,FremgangsmÂde til at kontrollere den konstruktionsmÊssige tilstand af vindkraftanlÊg,NULL,2013,F05B2270/303; F03D  80/00; F05B2270/8041; F03D  17/00; F05B2240/95; F05B2260/821
487248831,CN201710659101,Multifunctional offshore platform,"The invention discloses a multifunctional offshore platform. The multifunctional offshore platform comprises a command deck layer, a berth deck layer, a module deck layer and a radar deck layer. The berth deck layer comprises a power equipment region, a dwelling region, an office region, public life regions and an open green area; the module deck layer comprises a middle connecting region and six floating structure bodies; three first truss framed legs are fixedly arranged in the bottom of the command deck layer; the first truss framed legs are arranged through the power equipment region and the middle connecting region simultaneously; second truss framed legs capable of being fixed on drowned reefs are arranged through the public life regions; a lifting channel is arranged between the middle connecting region and the command deck layer and an elevator is arranged in the lifting channel; and the lifting channel is arranged through the power augment simultaneously. The offshore platform disclosed by the invention has the advantages of low construction cost, short construction period, good reliability, large using area, volume production and high flexibility.",2017,F03D   9/008; E02B2017/006; Y02B  10/30; Y02E  10/72; E02B  17/00; F03D   9/00; F03D   9/007; Y02P  70/523; H02S  10/12; B63B  35/44
487297779,CN201720609779U,Semi -submerged formula fan and aquaculture net case integrated system of no support post,"The utility model provides a semi -submerged formula fan and aquaculture net case integrated system of no support post, belongs to offshore wind power generation and offshore culturing technical field. System's main part is built by flotation pontoon, stand and bottom plate, and four flotation pontoon vertical fixations are located four just tetragonal summit departments on the bottom plate, two stand mutually perpendicular fix on the flotation pontoon, are located just tetragonal diagonal department, the fan is fixed on the bottom plate, is located the cornerwise nodical department of positive quadrangle, four circular aquaculture net case symmetries on the bottom plate, lie in four just tetragonal edges respectively, and circular aquaculture net case upper end is fixed between flotation pontoon and fan through horizontal anchor chain A, and its motion under the ocean current and the shoal of fish act on is limited to the perpendicular anchor chain B location of circular aquaculture net case lower extreme through taking the weight piece, semi -submerged formula fan and aquaculture net case integrated system through distributed anchor chain C location in the seabed. Through the ballast tank of adjusting flotation pontoon and stand inside, motion performance in adjustment system's stability and the wave.",2017,B63B  21/50; F03D   9/30; B63B  35/44; Y02E  10/727; F03D   9/11
487298419,CN201720605745U,Ocean new forms of energy floating power generation facility,"The utility model provides an ocean new forms of energy floating power generation facility, is equipped with aerogenerator and base floating platform, the base floating platform includes flotation pontoon and truss structure, the truss structure is including connecting tower pole and the interior truss of flotation pontoon and the outer truss of being connected adjacent flotation pontoon, and its characterized in that still is equipped with truss wave energy power generating equipment. The truss wave energy power generating equipment include outer truss, outer truss includes bottom plate, roof and controls two curb plates that both ends are by shutoff, formation enclosure space around the outer truss, the bottom of curb plate is articulated through pivot and bottom plate, and the roof left and right sides is equipped with the arc guide rail, makes the curb plate can be along the guide rail horizontal hunting, be equipped with air breathable channel and one -way air inlet on the roof, install the turbine in the air breathable channel, install the check valve in the one -way air inlet. The utility model discloses power generation facility compares in traditional aerogenerator, can show improving energy efficiency, and has higher impact resistance and structural stability, safe and reliable.",2017,F03B  13/24; F03D  13/25; Y02E  10/725; F03D   9/25; Y02B  10/30; Y02E  10/38; Y02E  10/727
487319457,US201515527218,Floating platform for harnessing wind energy,"The invention relates to a floating platform for harnessing wind energy, comprising a tower (1) with a wind turbine (2), and two horizontal, identical cylindrical floating elements (3) parallel to the main longitudinal axis of alignment, the tower and the floating elements being interconnected by bar structures (5). The floating elements are joined to a stabilising element (4) which is situated directly beneath the floating elements (3), said stabilising element comprising two substantially rectangular first concrete slabs (4a), which are solid or more lightweight, with a ribbed structure, arranged perpendicularly to the axes of the floaters and joined to said floaters by means of auxiliary structures.",2015,B63B2035/446; F03D   7/02; F03D   7/0204; F03D  13/25; F05B2240/93; F03D   9/30; F03D  13/20; B63B  35/44; F05B2240/95; Y02E  10/727
487324999,US201615538677,Renewable power generation farm for fishing work,"There is provided a renewable power generation farm for fishing work, the farm comprising: a plurality of mutually connected floating ships, wherein each ship is configured to generate an energy using solar and wind power, wherein each ship comprises: a main elongate floating structure; a wind-based energy generation device secured to the main elongate floating structure; a transverse beam extending perpendicularly to a longitudinal direction of the main structure; a longitudinal beam extending in a parallel manner to the longitudinal direction of the main structure; connection beams connecting both opposing ends of the transverse beam and both opposing ends of the longitudinal beam respectively; auxiliary pillars vertically extending through the both ends of the transverse beam and the longitudinal beam respectively; solar-based energy generation devices disposed at top ends of the auxiliary pillars respectively; and auxiliary elongate floating structures disposed at bottom ends of the auxiliary pillars passing through the ends of the transverse beam.",2016,B63B   1/12; E02B2017/0091; F03D   1/02; F05B2240/95; F24S  20/70; H01L  31/042; F03D   3/00; F05B2240/93; H01L  31/04; Y02E  10/50; B63B2035/446; F24J   2/52; H02S  10/12; Y02E  10/47; B63B   1/125; B63B   3/08; F03D   9/00; F03D  13/25; E02B  17/00; F03D   9/007; F03D   9/11; H02S  10/00; Y02E  10/74; Y02E  10/727; B63B  35/44; B63B2003/085; B63B2035/4453; F03D   1/00; H02S  20/00
487356974,GB20170017622,Annular seal for an offshore structure,"An annular seal member (24) comprising a seal body comprising a locating portion (26) locatable against a wall element (5) of an offshore structure (2), an inner surface (24a), an outer surface (24b) and a lip portion that defines an open mouth of the seal member (24) for receiving an elongate element (20) therethrough; wherein the seal body is locatable against the wall element (5) such that when a static pressure acting on the outer surface (24b) of the seal body exceeds a static pressure acting on the inner surface (24a) of the seal body a net positive pressure is exerted on the outer surface (24b) which at least partly deforms inwardly to provide a portion of the seal body for sealing against an outer surface of the elongate element (20). An offshore structure.",2017,H02G   9/02; E02B  17/00; E02B2017/0095; H02G   3/32; E02B2017/0091; F05B2240/95; H02G   1/10; H02G   1/081; H02G   3/22; F03D  13/25; F03D  80/80; F16J  15/52; E02B2017/0065; F03D  80/85; Y02E  10/72
487360808,DK20150745376T,Flydende vindenergianlÊg med et flydende fundament og fremgangsmÂde til installation af sÂdan et vindenergianlÊg,NULL,2015,B63B2001/128; B63B2035/446; Y02E  10/721; B63B  21/20; B63B  21/50; B63B  35/44; B63B2021/203; F05B2240/95; B63B  21/26; F05B2230/60; Y02E  10/727; B63B   1/125; F03D   1/0675; F03D  13/10; F03D  13/22; F05B2240/93; Y02P  70/523; F03D  13/25
487416212,CN201710580887,Construction process for lower component of seaborne booster station,"The invention discloses a construction process for a lower component of a seaborne booster station. The construction process comprises the following steps: (1) blanking of a steel plate according to a copy map; (2) scribing and groove cutting; (3) manufacture of a steel tube pile, a horizontal stay bar and an oblique stay bar; and (4) gathered welding of the steel tube pile, the horizontal stay bar and the oblique stay bar. All the sections are horizontally built at first and then vertically welded in a gathered manner, the construction process is clear in order, the construction efficiency is greatly improved, the supporting stability of the lower component is guaranteed, and long-term maintenance of the seaborne booster station is guaranteed. The steel tube pile comprises a vertical part and an inclined part inclined inwards, so that the supporting performance of the lower component is greatly improved, the probability of inclination is low, and the demands on edge rolling and cutting are high. As submerged-arc welding is adopted, the welding quality is stable, the welding productivity is high, arc light is less, and soot is less. The welding margin is reasonably reserved to guarantee the welding quality and the welding accuracy, the supporting performance of the lower component is greatly improved, and the whole seaborne booster station has a certain stability.",2017,B23P  15/00; F03D  13/25
487418387,CN201710636093,Wind-wave coupling power generation system,"The invention discloses a wind-wave coupling power generation system. The wind-wave coupling power generation system comprises a wind energy capturing device, a wave energy capturing device and a permanent magnet generator. The permanent magnet generator is provided with a generator rotor. The wind energy capturing device comprises a support and a plurality of blades fixed to the support. The support is fixedly mounted on the generator rotor. The wave energy capturing device comprises a floating body, transmission racks, a gear assembly and a transmission chain assembly. The transmission racks are fixedly connected with the floating body. The gear assembly is connected with the transmission racks and the transmission chain assembly. The transmission racks convert wave energy into mechanical energy and transmit the mechanical energy to the transmission chain assembly through the gear assembly. The transmission chain assembly is connected with the generator rotor through an overrunning clutch. The wind-wave coupling power generation system has the advantages of being high in efficiency, reliable and stable in electricity output.",2017,F03D   9/25; Y02E  10/38; Y02E  10/74; F03D   3/00; F03D   9/008; F03B  13/16; F03D   3/005
487475583,TW20121205537U,Oceanic wave electricity generating system,"This invention relates to an oceanic wave electricity generating system. It includes at least one electricity generating mechanism and at least one power output device. The electricity generating mechanism has a base, a swingable frame, a rotatable frame, and a floating ball portion. The base contains a first electricity generating portion. The rotatable frame has a second electricity and a third electricity generating portion. The swingable frame is disposed on the base and is swingable so as to make the first electricity generating portion generating electricity. The rotatable portion is disposed on the swingable frame so that the third electricity generating portion can generate electricity. Further, the rotation of the rotating blades makes the second electricity generating portion generate electrical energy. The power output device can transmit the power generated by the first, second, and third electricity generating portions to an electricity storing unit. Hence, the electricity generating effect of this invention is good. In addition, it is suitable for different underwater terrain.",2012,Y02E  10/74; F03D   3/00
487483778,TW20132222017U,Offshore wind powered semi-submersible boat-like floating platform,NULL,2013,B63B  35/44
487485591,PT20130156541T,METHOD FOR TESTING THE STRUCTURAL CONDITION OF WIND POWER PLANTS,NULL,2013,F05B2270/8041; F05B2270/303; F05B2260/821; F03D  80/00; F03D  17/00; F05B2240/95
487490859,NL20172019699,Device for transferring personnel and/or goods from a surface vessel to an offshore structure or to another vessel,"The invention relates to a device, such as a gangway (4), for transferring personnel and/or goods from a surface vessel (l) to a fixed or floating structure, e.g. an offshore structure, such as a wind turbine (2), or to 5 another vessel, the device (4) comprising first and second telescoping elements (9A, 9B) and an intermediate platform (ll) for bridging the transition between the first and second telescoping elements (9A, 9B), which platform (ll) is movable relative to both telescoping elements (9A, 9B).",2017,B63B2027/141; B63B  27/14; B63B  27/30
487549074,CN201720592171U,Semi -submerged formula wind -powered electricity generation ship,"The utility model discloses a semi -submerged formula wind -powered electricity generation ship, including first hull and second hull, the second hull is located the below of first hull, the second hull is through linking up post fixed connection on the bottom surface of first hull, the symmetry is provided with four locating holes on the top surface of first hull, all install the wind -powered electricity generation device on the locating hole, be provided with the studio on the top surface of first hull, the top of studio is provided with the control room, the center department of first hull is provided with the access hole, the access hole communicates to the second hull, it has set gradually the electric power storage room to turn right from a left side in the second hull, the storing room, rest room and living room, the tail end of second hull is provided with the rudder. The utility model discloses simple structure, the practicality is strong, realizes not only that the semi -submerged formula removes, and marine abominable weather can effectively be deald with moreover to stability and reliability when having improved the navigation of wind -powered electricity generation ship, can not make the run -off the straight of wind -powered electricity generation ship because of the wave of the surface of water, has improved the security greatly.",2017,F03D   9/25; Y02E  10/725; B63B  35/00; B63H  21/17
487550132,CN201720605738U,Novel electricity generation is synthesized to green ocean device,"The utility model discloses a novel electricity generation is synthesized to green ocean device, be equipped with aerogenerator with the installation aerogenerator the base floating platform, aerogenerator includes wind wheel and tower pole, the base floating platform includes evenly distributed's flotation pontoon and truss structure, the truss structure is including connecting tower pole and the interior truss of flotation pontoon and the outer truss of being connected adjacent flotation pontoon, its characterized in that, it is equipped with magnetic current body power generating equipment to synthesize power generation facility. Magnetic current body power generating equipment is including setting up the inside annular channel at wind turbine blade, be equipped with the liquid metal magnetic current body in the annular channel, annular channel installs the periphery magnet that provides magnetic field, and the liquid metal magnetic current body flows in magnetic field, cutting magnetic induction line production electric energy, annular channel is last to install the derivation the electrode strip of electric energy. A serial communication port,",2017,F03D   9/25; Y02E  10/38; H02K  44/08; Y02E  10/725; F03B  13/14
487573283,CN201720525538U,"Fixing bolts,","The utility model relates to a wind turbine blade structural test equipment technical field especially relates to a fixing bolts,. The device's first anchor clamps and second anchor clamps interconnect, and simultaneously relative centre gripping is in the blade both sides, first anchor clamps and second anchor clamps are connected with an actuating mechanism and the 2nd actuating mechanism respectively, and an actuating mechanism and the 2nd actuating mechanism are used for respectively exerting the load power of horizontal direction and vertical direction to first anchor clamps and second anchor clamps to drive the blade simultaneously along hunt the direction with wave the reciprocal vibration of direction. The device can adopt the biax incentive mode to carry out fatigue test, and the blade can bear the load of hunting the direction and waving the direction simultaneously when experimental to can more real reflection move the wind load that the in -process bore, the blade produces the accumulation damage in two directions simultaneously and more is close the truth, more is favorable to blade fatigue design's verification, shortens the fatigue test cycle greatly.",2017,G01M  13/00
487827797,US201515539281,Wind turbine blade handling aboard a vessel,"A method is provided for handling wind turbine blades aboard a vessel, the method including providing on the vessel a blade rack assembly configured to accommodate more than one blade, the rack assembly having at least a root rack and a tip rack, and the root rack and tip rack defining between them a blade support plane. The method also includes providing a jack acting between the vessel and one of the root or tip rack; and raising or lowering one of the root or tip rack aboard the vessel by the jack to thereby move the blade support plane through an elevation angle ?. A jack assembly on a wind turbine installation vessel and an offshore wind turbine installation vessel are also provided, each capable of raising or lowering a rack of wind turbine blade root or tip support frame elements.",2015,B63B  35/00; Y02P  70/523; B63B  35/003; F03D  13/40; F05B2260/02; Y02E  10/721; B63B  25/002; F05B2230/6102; B63B  25/28; B63B  25/00; Y02E  10/727; F05B2240/95
488015817,CN201720290204U,Float formula on anti -wind mare undarum and synthesize power generation facility,"The utility model provides a float formula on anti -wind mare undarum and synthesize power generation facility, including main body, vice body, aerogenerator, photovoltaic power generation station, control system, aerogenerator passes through strutting arrangement and sets up on main body, the photovoltaic power generation station sets up on vice body, and vice body is connected to main floating, control system includes singlechip, rotational speed inductor, level sensor, buoyancy regulating device. When the wind speed exceeded safe wind speed, the singlechip was controlled buoyancy regulating device according to the rotational speed data of collecting, and the lower center thereby messenger wind power generation set sinks, sinking process also can pull showy formula photovoltaic power generation device and contract to the middle part, gather by strutting arrangement, improved power generation facility's stability. When the wind speed was less than safe wind speed, single chip microcomputer control wind power generation set rose to obtain better wind -force, float formula photovoltaic power generation device simultaneously and outwards expand, carry out photovoltaic power generation.",2017,Y02E  10/727; F03D   9/25; Y02E  10/723; Y02E  10/725; F03D  13/25; H02S  10/12; F03D   7/04
488032675,CN201720494853U,Spar wind -powered electricity generation platform,"The utility model relates to a spar wind -powered electricity generation platform, more specifically relate to the depth of water accommodation of this type of platform, relate to the device that improves spar wind -powered electricity generation platform depth of water accommodation, functional and aesthetic property. A spar wind -powered electricity generation platform wherein, floats the storehouse and moors superficial storehouse including wind -powered electricity generation platform, function, the wind -powered electricity generation platform includes platform upper part of the body, platform foundation structure and anchoring system, the platform upper part of the body includes fan and first pylon, the fan includes fan blade, bearing and generating set, platform foundation structure includes submergence body second pylon and ballast tank, the anchoring system is a tensioning formula heaving pile, the function is floated the storehouse and is passed through structural joint and first pylon and second pylon interconnect, moor and float the storehouse and pass through the support mounting and in second pylon bottom, be located on the ballast tank. The utility model discloses improved generation spar formula platform is whole has inherited the characteristics such as stability, seakeeping of traditional spar formula fan.",2017,F03D  13/25; Y02E  10/727; Y02E  10/725; F03D   9/25
488050824,CN201720715498U,Triangle stable form tension leg type fan base,"The utility model discloses a triangle stable form tension leg type fan base, it is connected through the tie -beam between each stand including three stands that form the triangle -shaped structure, and the fan is installed on the top of one of them stand, wherein, the stand of installation fan is the variable cross section form, and its cross -section of keeping away from the lower part of the surface of water is greater than its cross -section that is close to the upper portion of the surface of water, all the other stands are the uniform section form, contained angle between the stand equals that the triangle -shaped structure that each stand formed is equilateral triangle -shaped structure, under the tension leg type fan base state on the throne, the equal submergence of each stand in aqueous, all form the frame construction of specific shape, tie -beam submergence in aquatic between each stand and the tie -beam. Tension leg type fan base can effectively reduce wave load, improve motion performance, based on the rational design of yardstick, form and interval, through the ballast of adjusting the stand, still can satisfy the whole towage of tension leg floating platform and fan, can effectively reduce the marine cost of installing.",2017,F03D  13/25; Y02E  10/727
488068406,CN201720447461U,Water quality monitor,"The utility model discloses a water quality monitor, including casing, hollow body, generator, screw, battery, external power source interface, controller and telescopic test probe, generator, screw, battery, external power source interface, controller and telescopic test probe locate in the casing, the casing sets up on the body, test probe, battery, external power source interface are connected with the controller respectively, the main shaft of generator stretches out the lateral wall of casing, and the screw cover of locating the casing outside is established on the main shaft, the generator is connected with the battery, open the casing bottom has the first through -hole that is used for test probe to pass. The water quality monitor who adopts this kind of structure can directly be used for the water surface, can detect the data index in the different position waters, and it provides self -supporting power to utilize the natural force to generate electricity and store the electric energy, detects data ability real time transport, has avoided test probe to arrange aquatic, simple structure, convenient to use for a long time in.",2017,F03D   9/25; G08C  17/02; Y02E  10/725; F03D   9/11; G01N  33/18; H02J   7/35; F03B  13/00; Y02E  10/766
488084814,CN201720794111U,Electric wire of marine fan connects line knot to construct and offshore wind power generation machine,"The utility model discloses an electric wire of marine fan connects line knot to construct and offshore wind power generation machine, including first connecting piece, second connecting piece and fastening components, the other end of first connecting piece with the second connecting piece rotates through the pivot to be connected, fastening components with second connecting piece sliding connection, fastening components includes connecting seat, fourth fastening screw, fourth spring and compact heap, the connecting seat is equipped with first notch and second notch, the connecting seat with fourth fastening screw is still through the round pin hub connection. The utility model discloses beneficial effect: through setting up first connecting piece, second connecting piece and fastening components, fix the electric wire on the second connecting piece through fastening components, improved the cable head of electric wire and the area of contact of second connecting piece, avoided contact failure's the condition, the electric wire can not produce heat radiation phenomenon, and fastening components and second connecting piece sliding connection can adjust the connection distance between the electric wire, save space.",2017,H01R   9/16; H01R   9/00; H01R   4/36; H02K   5/22; Y02E  10/725
488084868,CN201720793963U,Become oar bearing waste oil collecting device and adopt its offshore wind power generation machine thereof,"The utility model discloses a become oar bearing waste oil collecting device and adopt its offshore wind power generation machine thereof, including waste oil collecting bottle and connector, the connector is connected with change oar bearing, its characterized in that, the axis of waste oil collecting bottle with become the centre of a circle collineation of oar bearing, the inside piston that is equipped with of waste oil collecting bottle, the one end of waste oil collecting bottle is equipped with connecting portion, connecting portion with even connector thread connects, the other end of waste oil collecting bottle is equipped with the back lid, back lid with the connection can be dismantled to the waste oil collecting bottle, back lid middle part is equipped with the exhaust hole. The utility model discloses beneficial effect: through axis with the waste oil collecting bottle and the centre of a circle collineation that becomes the oar bearing, avoided the connector that uses 90 degrees, when making waste oil collecting, during waste oil directly flows in the waste oil collecting bottle, improved the collection efficiency of waste oil greatly, avoid damaging and become the oar bearing, improve the life of change oar bearing.",2017,F03D  80/70; F16N  31/02; Y02E  10/722; F16C  33/66
488125866,CN201710840317,"Control device, control method and control procedure of float-type wind power generation device","The invention relates to a control device, control method and control procedure of float-type wind power generation device. The wind energy is efficiently transformed into the electricitycorresponding to the wind direction. According to the control device of the float-type wind power generation device, the perpendicular direction of a signal detected by a first sensor and the rotary surface of a windmill vane are used as an angle mode within the specialized range; a pitch angle control part is controlled according to a pitch angle instruction value calculated on the basis of signals detected by a second sensor and a third sensor; a yaw driving device is controlled according to the yaw driving instruction value calculated on the basis of signals detected by the second sensor and the third sensor; and the first sensor detects the wind deviation of the perpendicular direction of the rotary surface of the windmill vane, the second sensor detects the relative angle of a vehicle bin and a tower, and the third sensor detects the yaw angle of the tower away from datum position.",2012,Y02E  10/723; Y02E  10/725; F03D   7/0204; F03D   7/0224; F03D  80/00; F05B2240/93; B63B2035/446; F03D   7/04; F03D  13/25; Y02E  10/727; F03D   9/25; F03D  17/00
488127920,CN201720365435U,Cavity subdivision formula ocean foundation structure,"The utility model relates to a cavity subdivision formula ocean foundation structure. The utility model aims at providing a simple structure, construction convenience, the lower cavity subdivision formula ocean foundation structure of cost aim at reducing horizontal displacement. The utility model provides a: a cavity subdivision formula ocean foundation structure which characterized in that: including steel pipe foundation pile and the cavity structure of suit on the steel pipe foundation pile, the cavity structure has interior bulkhead, outer cabin wall and a bulkhead, in wherein the bulkhead for the pipe form, in should the bulkhead inner wall and steel pipe foundation pile external diameter looks adaptation to leave certain space between interior bulkhead and the steel pipe foundationpile, the outer cabin wall with the axle sleeve outside interior bulkhead, link to each other through a plurality of bulkheads of evenly arranging between interior bulkhead and the outer cabin wall. The utility model is suitable for a foundation structure of marine wind power, offshore platform, harbour water transport trade belongs to ground foundation structure and construction technical field.",2017,E02D   5/28; E02D  27/12; E02D  27/24; E02D  27/42; E02D  15/08; E02D  27/52
488130326,CN201720400416U,Spontaneous electrically floating in deep sea mark,"The utility model provides a spontaneous electrically floating in deep sea mark belongs to buoyage technical field, including mother ship, cable and buoy, last solar energy and the wind power generation device of being equipped with of mother ship, buoy through cable and seabed carry on that the power is connected and signal connection, and the buoy be spherical structure, and inside divide into big cavity and areola, and the areola setting is equipped with withstand voltage wall in the bottom of buoy between big cavity and the areola, is equipped with hydraulic electricity generation device and emergency battery in the areola, hydraulic electricity generation device's outlet pipe and greatly the cavity be linked together. The beneficial effects of the utility model are that: simple structure, design benefit, low cost, convenient to use utilizes deep sea sea water hydraulic pressure ability, solar energy and the normal work of wind power generation in order to maintain the buoy, and has surface of water device, is convenient for retrieve, and it is convenient to use, can be used to survey for a long time simultaneously can be applied to other fields, convenient to popularize and use.",2017,B63B  22/00
488137917,CN201720547506U,Special ventilation pipe of safe type sea boat oceangoing ship,"The utility model discloses a special ventilation pipe of safe type sea boat oceangoing ship, including the ventilation pipe body, erect ventilation pipe body upper end derives many spinal branchs vaulting pole, the bracing piece other end is connected with and covers the room point, it installs wind power generation windmill on the room point side end face to hide, ventilation pipe body both endsbody upper berth is equipped with the solar photovoltaic board, cover the inside storage battery unit that is equipped with of room point, wind power generation windmill with the solar photovoltaic board all is connected to on the storage battery unit, install the flashing warning lamp frequently that cruises on the body of ventilation pipe body both sides, cruising frequently, flashing warning lamp is connected with the storage battery unit output, install ventilative grid frame on the mouth of pipe of ventilation pipe body top, there are the many silk ribbons that waft on the ventilative grid frame. Through above -mentioned mode, the utility model discloses can can provide the frequency flashing warning lamp that cruises again and patrol flight time flash light warning frequently enoughas the ventilation pipe use of taking a breath of navigation boats and ships.",2017,B63B  45/04; B63J   2/10
488141038,CN201720599212U,Many wind turbine foundation on water of offshore wind farm and wind turbine generator system,"The utility model discloses a many wind turbine foundation on water of offshore wind farm and wind turbine generator system, including the pile foundation, the pile foundation includes along three piece at least steel -pipe piles of circumference interval setting that the steel -pipe pile is equipped with the assembly end that stretches out more than the sea level, transition coupling assembling,transition coupling assembling include center post, supporting member, and the leg column of steel -pipe pile quantity adaptation, set up on the steel -pipe pile, and leg column passes through the supporting member and is connected with the center post leg column one -to -one. During marine construction, it is fixed to squeeze into the sea bed including the pile foundation of three piece at leaststeel -pipe piles, makes the assembly end expose the sea level, later installs the prefabricated good transition coupling assembling's of interplant leg column one -to -one ground to link on the steel-pipe pile as an organic wholely, installs fan set on many wind turbine foundation on water of offshore wind farm. So can promote ultimate load's under the marine environment such as resisting wind,wave, stream ability greatly, improve torsional stiffness, use the reliability high, and its simple structure, build and the construction degree of difficulty low.",2017,E02D  27/44; E02D  27/52
488145490,CN201720683687U,It refutes to sit marine fan components of a whole that can function independently hoist and mount special use of beach formula based on semi -submersible barge reforms transform,"The utility model relates to an it refutes to sit marine fan components of a whole that can function independently hoist and mount special use of beach formula based on semi -submersible barge reformstransform, including refuting the body, refute the body top layer for the deck, refute that the body is inside to divide a plurality of function cabins into, the function cabin includes ballast tankand big, little empty cabin, big empty cabin sets up is refuting the body middle part, and is equipped with a plurality of in proper order to cabin tail direction along cabin head, all is provided with in the left and right both sides in every big empty cabin and adjusts two left and right ballast tanks of refuting body draft, and the balance of the quantity of water regulation barge that the barge can be through adjusting the both sides ballast tank is guaranteed the barge and is sat the stability on beach, satisfies the stability condition of marine fan components of a whole that can function independently hoist and mount, it constructs to be equipped with hoisting machine at the on -board, hoisting machine constructs including a crawler crane, and the deck middle part is provided with the crawler crane mounting platform, and the chassis installation of crawler crane is fixed on the crawler crane mounting platform, be equipped with rotatable revolving stage on the chassis, be equipped with the davit on the revolving stage, be equipped with guy rope and lifting hook on the davit, the deck afterbody is equipped with the rest stand of davit.",2017,B63B  35/28; Y02E  10/727; B63B  35/00; F03D  13/10
488145540,CN201720684672U,Marine fan dehumidification system's power supply unit,"The utility model relates to a marine fan dehumidification system's power supply unit, including minitype aerogenerator, be equipped with the pylon, the pylon adopts the telescopic canular rods structure, install at sea on the outer platform of a section tower section of thick bamboo at the bottom of the fan pylon bottom, the wind wheel is installed at the pylon top, wheel hub circumference equipartition along the wind wheel has a plurality of pieces of blades, the transmission shaft that connecting axle and gear train and generator are passed through to wheel hub's center links to each other,afterbody at the wind wheel is equipped with the fin, the fin sets up downwards from the tail end slope of horizontal pitman shaft, be in on the vertical plane of horizontal plane under calm state, along parallel with the horizontal plane at the bottom of the fin, minitype aerogenerator's cable conductor output connection is equipped with honourable complementary ware, and electric cable connectis equipped with the dc -to -ac converter that enlargies honourable complementary ware output at the electric power input interface of the complementary ware of scene, the power output interface connection of honourable complementary ware, and the power output interface of honourable complementary ware still is connected with storage battery simultaneously, and the output interface of dc -to -ac converter links to each other with the dehumidification system of marine fan.",2017,Y02E  10/723; F03D  80/00; F03D   7/02; H02J   7/34; Y02E  10/722; F03D   9/11; H02J   7/14
488145548,CN201720684677U,Operation of marine fan single pile pile sinking is refuted based on transformation is refuted on deck,"The utility model relates to an operation of marine fan single pile pile sinking is refuted based on transformation is refuted on deck refutes body inside and sets up to a plurality of function cabins, the function cabin includes ballast tank and empty cabin, and the on -board activity is equipped with two crawler cranes, main crawler crane in a steady cushion cap of hoist and mount is gone into the sea and is gone into steady cushion cap with the single pile hoist and mount and the main crawler crane of cooperation are accomplished the single pile and are stood up the supplementary crawler crane that lifts by crane the operation, are equipped with balanced heavy and super jack -up on the main crawler crane, are equipped with balanced the weight on the supplementary crawler crane, the lifting rope tip of supplementary crawler crane is furnished with the hanging tong of standing up, at the rear portion of deck face along the road bed board track of refuting the crawler that wide orientation laid two donator crawler cranes, and two road bed board track parallel arrangement, and the give first place to fixed walking zone territory of crawler crane of the regional setting between two road bed board tracks, the deck below that is in fixed walking zone territory adopts the case roof beam to reinforce, refute the house that the anterior on -board of body has the personnel that refutelife and works, refute and be equipped with the pile sinking sash weight.",2017,Y02E  10/727; B63B  35/28; E02D   7/00; Y02B  10/30
488222701,CN201720405266U,Marine wind turbine foundation scour prevention protection device and system thereof,"The utility model belongs to the technical field of marine wind power engineering technique and specifically relates to a marine wind turbine foundation scour prevention protection device and system thereof is related to. This sea wind turbine foundation scour prevention protection device including a plurality of scour prevention units, connects through the fixed base member of second between a plurality of scour prevention units, the scour prevention unit includes first fixed base member and many first showy areas, and the length direction interval distribution of first fixed base member is followed in many first showy areas, wherein, the one end in first showy area and first fixed base member fixed connection, the other end in first showy area freely sets up, go back fixedly connected with on the fixed base member of second and add the solid, wherein, add the solid and be sand bag or concrete piece. This sea wind turbine foundation scour prevention protection system includes marine wind turbine foundation scour prevention protection device. The utility model has the characteristics of scour prevention is effectual.",2017,E02D  27/44; E02D  31/06; E02D  27/42
488223857,CN201720480951U,Float floating net cage based on marine fan composite cylinder type basis,"The utility model relates to a float floating net cage based on marine fan composite cylinder type basis, including the basic base station of cylindric composite cylinder type, aerogenerator pillar and aquaculture net case, cylindric composite cylinder type basis base station is built and is located on the sea bed, the aerogenerator pillar is built on the base station of the cylindric composite cylinder type of locating basis, the superficial frame and the etting at top are drawn together to the aquaculture net case and bag, the side of aquaculture net case is enclosed through the etting and is closed, the upper end of etting is fixed through floating the frame, the last mesa of lower extreme and cylindric composite cylinder type basis base station encloses to close and forms the mariculture region, the etting can be flexible along with the lift of floating the frame, superficial frame passes through connector assembly and can slide from top to bottom along the aerogenerator pillar tothe aerogenerator pillar. The utility model discloses to float the floating net cage breed and combine with marine composite cylinder type aerogenerator capital construction, and reduce the capital construction cost, and improve the income, stable in structure reduces the damage.",2017,Y02A  40/826; Y02A  40/828; Y02P  60/64; A01K  61/65; F03D  13/25; A01K  61/60; Y02E  10/727
488226756,CN201720481490U,Breeding device based on marine fan composite cylinder type basis base station,"The utility model relates to a breeding device based on marine fan composite cylinder type basis base station, including cylindric composite cylinder type basis base station, aerogenerator pillar andaquaculture net case, on cylindric composite cylinder type basis base station was built and is located the ground, on the cylindric composite cylinder type of locating basis base station was built tothe aerogenerator pillar, the top support fixed mounting of aquaculture net case was to the aerogenerator pillar, and the etting of aquaculture net case encloses along the aerogenerator pillar and closes that to form aerogenerator 1 regional, and the bottom of aquaculture net case is connected to on the basic base station of cylindric composite cylinder type. The utility model discloses combiningoffshore culturing box with a net and marine composite cylinder type aerogenerator capital construction, establishing the load for the box with a net provides to build, reduction capital constructioncost improves the income, and the basic existence of aerogenerator is favorable to forming plant's environment of ideal, and the income is bred in the improvement, combines aquaculture net case and wind power generation basis to lay, can play marine ecology improvement and intensification facility breed coordinated development's good effect.",2017,E02D  27/44; E02D  27/52; Y02A  40/828; Y02P  60/64; A01K  61/65
488226806,CN201720481901U,Gravity type box with a net based on marine fan composite cylinder type basis,"The utility model relates to a gravity type box with a net based on marine fan composite cylinder type basis, including the basic base station of cylindric composite cylinder type, aerogenerator pillar and aquaculture net case, cylindric composite cylinder type basis base station is built and is located on the sea bed, the aerogenerator pillar is built on the base station of the cylindric composite cylinder type of locating basis, the aquaculture net case and bag are drawn together the top and are floated the frame, the bottom support, etting and anchor weigh down, the side of aquaculture netcase and underrun etting enclose and close that to form mariculture regional, the last lower extreme of etting floats frame and bottom leg joint with the top respectively, the superficial frame in toppasses through connector assembly and can slide from top to bottom along the aerogenerator pillar to the aerogenerator pillar, the anchor weighs down the below that hangs at the bottom support. The utility model discloses realizing the combination of gravity type culture in net cage and the capital construction of marine composite cylinder type aerogenerator, having reduced the capital construction cost of gravity type box with a net, be favorable to improving the income, stable in structure reduces the damage.",2017,A01K  61/60; F03D  13/25; Y02A  40/826; A01K  61/65; Y02E  10/727; Y02P  60/64; Y02A  40/828
488226858,CN201720496975U,Marine fan strutting arrangement,"The utility model provides a marine fan strutting arrangement relates to the technical field of marine wind power equipment, including pile foundation and support cushion cap, support the cushion capand set up on the sea bed overburden, support the cushion cap and be provided with the first through -hole that is used for fixed pile foundation position, the pile foundation is inserted and is located in the first through -hole to pass the sea bed overburden, through supporting on the cushion cap is fixed in the sea bed overburden, the sea bed overburden is inserted through first through -hole to the pile foundation, when driling the operation through the pile foundation to the rock layer, owing to support the fixed action of cushion cap, the pile foundation can not the run -off the straight, has solved the pile foundation that exists among the prior art in the easy run -off the straight of sea bed overburden, and has been difficult to right after the slope, can't satisfy the technical problem of the requirement of pile foundation installation accuracy, has realized the required precision that marine wind turbine foundation installed, and it is more convenient to operate.",2017,E02D  27/42; E02D  27/12
488239723,CN201720719905U,Disturbance stream independent stable state power generation facility that provides multiple forms of energy to complement each other,"The utility model discloses a disturbance stream independent stable state power generation facility that provides multiple forms of energy to complement each other, include the spud leg and locate thepower generation platforms on the spud leg, be equipped with the hydraulic turbine on the spud leg, hydraulic turbine wheel hub links to each other with the one end of axle, and the other end of axlelinks to each other with the energy converter input, the float is connected with connecting rod one end is articulated, and the connecting rod other end articulates on power generation platforms's lateral wall, and the tailpiece of the piston rod of multicavity pneumatic cylinder articulates on the connecting rod, and the cylinder end hinge connects on power generation platforms's lateral wall, the last pylon that is equipped with of power generation platforms is equipped with the wind turbine on, the projecting shaft lower extreme of wind turbine passes through wheel hub and links to each other with the energy converter input, multicavity pneumatic cylinder and energy converter's output links to each other with the hydraulic motor input, and the hydraulic motor output is connected with apower input end, the utility model discloses flow multiple different energy with the disturbance and carry out the complementation and independently generate electricity, can adapt to ocean energy dispersibility and instability's characteristics, guarantee the electric energy that sends and supply continually and steadily.",2017,Y02E  10/28; F03B  13/22; F03D   9/28; F03B  13/26; F03D  13/25; Y02E  10/38; Y02E  10/727
488247382,US201515533611,Pulsed locomotor,"A Pulsed Locomotor (120), for propelling media, fluids and crafts, in fluids and on land, comprising a blade (124) securely connected to a drive shaft (122). Upon reciprocation, the ambient medium is forced towards the trailing edge of the blade (124) thereby causing a reactive locomotion of the apparatus, substantially along the plane of the blade. Apparatus is secured to motor M by fastening through aperture (130). The apparatus can be operated directly by motor M, and indirectly by the reaction momentum imparted to a supporting platform P. Thrust is directed by steering handle (128) about a bearing (126), rotatably coupling to platform P and base C. Lubricant L is supplied to outlets (134) via conduit (136) and inlet (132), to coat the apparatus with a lubricant cavity, for drag reduction. The blade (124) planes along a figure 8 reciprocation path s1e1s2e2s1. Crafts are embodied.",2015,B64C  11/32; B64C  11/325; F05B2210/16; B63H   1/30; B63H   1/32; F03B  13/14; B60F   3/00; Y02E  10/721; F03B  13/20; F03B  17/06; B63H   3/00; B64C  29/00; B64C  29/0008; F03D   5/06; F05B2240/931; F05B2220/90; Y02E  10/38; B63H   1/36; F05B2240/311; Y02E  10/70; B60F   3/0007; B63H   3/008; B64C  25/32; Y02E  10/28; Y02T  70/5254
488254763,PL20120194731T,Offshore wind energy system,NULL,2012,Y02E  10/723; F03D   7/04; F03D   7/048; H02J   3/38; H02J   3/001; F03D   7/02; F03D   7/0284; F03D   9/255; F05B2260/84; F03D   9/00; F03D  17/00; F03D  80/00; F05B2260/80; Y02E  10/763; H02J   3/386
488263991,US201715622073,Stress-strain testing system for large-diameter steel pipe pile of offshore wind turbine and construction method,"The present invention relates to a stress-strain testing system for a large-diameter steel pipe pile of an offshore wind turbine and a construction method, comprising a steel pipe pile, wherein copper belt type sensor cables are correspondingly welded on both sides of the steel pipe pile along an axis direction; each sensor cable is sequentially covered with an epoxy adhesive, gold foil paper and an angle steel welded on the steel pipe pile centering on the copper belt type sensor cable; a fiber core of each copper belt type sensor cable is transferred into a high-strength armored optical cable by a special fixture and then is led out; and the high-strength armored optical cable is connected with a Brillouin optical fiber demodulator. The present invention is applicable to the field of foundation engineering testing and detection technology.",2017,G01N2203/0069; G01B  11/16; G01M   5/0058; G01N2203/0641; E02D  33/00; G01M   5/00; E02D2600/10; G01L   1/24; G01L   1/242; G01B  11/18; G01M   5/0025; G01N2203/0274; G01M   5/0091
488282978,KR20160058999,FLOATING PLATFORM FOR OFFSHORE STRUCTURES WITH OFFSET COLUMN AND MARINE SEMI-SUBMERSIBLE STRUCTURES EQUIPPED WITH THE SAME,"According to one embodiment of the present invention, a platform for a floating offshore structure comprises: a main body unit installed on the sea and having an arrangement structure where a plurality of pontoons are coupled in a plurality of polygonal shapes; and a protrusion member connection unit extended from each edge unit of the main body unit and connecting the protrusion member protruding toward the outside of the main body unit to the main body unit.",2016,B63B  35/34; B63B  43/02; B63B  35/44; B63B2209/20; Y02E  10/70; B63B  21/50; B63B  39/00; B63B2035/446; B63B2221/00; B63B2731/00
488354216,CN201720575646U,Complemental small -size power generation facility of agitation,"The utility model discloses a complemental small -size power generation facility of agitation, including the storage water tank, the welding of the top of storage water tank has the support column, and aerogenerator is installed on the top of support column, and installs the wind wheel that three level was placed on the aerogenerator, and the face of the intaking below of storage water tank is provided with the water inlet, and installs the hydraulic turbine in the water inlet, and the tidal power generation machine is connected through its self pivot to the hydraulic turbine, and chain symmetric connection mounting panel is passed through to the both sides of storage water tank, and the kickboard is installed through the bolt in the bottom of storage water tank, the utility model discloses a power generation facility passes through tidal power generation machine and aerogenerator, can carry out the complementary electricity generation of agitation, is favorable to the continual and steady power supply of power generation facility, simultaneously, fixes power generation facility in the position department that flood tide through iron chain and kickboard, can make the storage watertank carry out the removal of by a small margin along with the change of sea water to the impact force that can prevent the sea water is crossed by force and is leaded to the fixed condition unstableor that destroy of power generation facility to appear.",2017,Y02E  10/28; F03D   3/02; Y02E  10/727; F03B  13/26; F03D  13/25; Y02E  10/74; F03D   9/25
488362162,CN201720772906U,Multipotency source LED combination formula construction enclosure,"The utility model provides a multipotency source LED combination formula construction enclosure, including a few word steel, two columns installed on the pedestal, the baffle, solar cell panel, LED LCD, the wind power generation machine, the solar energy bin, wind energy energy bin, a few word steel, the stand passes through high strength bolt with ground to be fixed, the baffle, solar cell panel,LED LCD passes through the bolt reciprocal anchorage, utilize the bolt fastening between baffle and a few the word steel, solar cell panel, the wind power generation machine transmits the energy to the energy case in, the use of energy case is to LED LCD, LED stand display is supplied power. The utility model discloses it is convenient that multipotency source LED combination formula constructionenclosure assembles, and save material is rational in infrastructure, but assembly and disassembly use repeatedly, collect the utilization to solar energy, wind energy simultaneously, provide the energy, energy saving for LED LCD, multipotency source LED combination formula construction enclosure can propagate the job site, does not need to change repeatedly propaganda panel, resources are saved.",2017,H02J   7/14; E04H  17/16; H02J   7/35
488364492,CN201720794015U,Lubrication of offshore wind power generation machine main shaft bearing connects oily structure,"The utility model discloses a lubrication of offshore wind power generation machine main shaft bearing connects oily structure, the first oil pipe's of connecing one end is inserted in the oilcan, thesecond connects oil pipe's one end to insert the first oil pipe's of connecing the other end, the first oil pipe of connecing meets oil pipe elastic connection with the second, the first oil pipe ofconnecing wears to be equipped with first fixed axle, the second connects oil pipe to wear to be equipped with the second fixed axle, the second connects oil pipe's one end to be connected with firstchain piece, the second connects oil pipe's the other end to be connected with second chain piece, the one end of first spring is connected with the one end of first fixed axle, the other end and thefirst chain piece of first spring are connected, the one end of second spring is connected with the other end of first fixed axle, the other end and the second chain piece of second spring are connected. The utility model discloses beneficial effect: during offshore wind power generation machine operating vibration, first spring and second spring can offset the first oil pipe of connecing and thesecond connects the vibration between the oil pipe, guarantees that lubricating oil can not spill over to can not produce the offshore wind power generation machine and pollute.",2017,Y02E  10/722; F03D  80/70
488434106,JP20170171264,"INSPECTION METHOD OF PIVOT ANCHOR, AND MAINTENANCE METHOD OF ON-WATER SOLAR POWER GENERATION SYSTEM","PROBLEM TO BE SOLVED: To provide an inspection method capable of reliably inspecting the installation state of a pivot anchor installed on the water bottom.SOLUTION: The method for inspecting the installation state of a pivot anchor 90, which has an anchor part and a rod part rotatably connected to the anchor part being installed on the water bottom, includes the steps of: measuring the drawing strength of the pivot anchor 90 by pulling up the rod part; and comparing the measured drawing strength to a predetermined value. The pivot anchor 90 is installed on the water bottom by pulling up the rod part by using the pull-up structure which includes: a pull-up unit as a pull-up structure for pulling up the rod part, which has a pull-up shaft and to pull up the rod part along the pull-up shaft; a reaction force plate which has a bottom plane for pushing the water bottom when pulling up the rod part with the pull-up unit; and a connection part that connects the pull-up unit and the reaction force plate so that the bottom plane is allowed to rotate with respect to the pull-up shaft.SELECTED DRAWING: Figure 4",2017,Y02E  10/722; E02D   5/80; E02D   9/02; F03D  80/00
488604654,ES20130156541T,Procedimiento para comprobar el estado estructural de centrales de energÌa eÛlica,"Procedimiento para comprobar el estado estructural de centrales de energÌa eÛlica (1) en forma de ruedas eÛlicas que presentan varias palas de rotor (4), en el que partes de las centrales de energÌa eÛlica son registradas por uno o varios dispositivos de registro termogr·fico instalados (6) y los valores de mediciÛn determinados de esta manera se eval˙an para detectar posibles daÒos, para lo que en una primera etapa del procedimiento se determina un perÌodo de tiempo de mediciÛn (?tmess), en el que una diferencia de temperatura (?T) entre una zona interior (40) de la central de energÌa eÛlica, en particular en el interior de una c·mara hueca (40), y una zona exterior adyacente de la central de energÌa eÛlica (41'), en particular en una pared exterior (41), debido a influencias medioambientales (TU) adoptar· un valor mÌnimo (?TmÌn), caracterizado porque en una primera etapa del procedimiento se analiza un desarrollo de la temperatura ambiental (TU) en la zona de una central de energÌa eÛlica, bas·ndose en el cual se determina la diferencia de temperatura (?T) para un momento en el futuro, asÌ como una temperatura moment·nea (TA) en la zona exterior (41) de la pala del rotor (4), y porque bas·ndose en un modelo tÈrmico de la pala del rotor (4) o de una parte de la misma se calcula la temperatura actual (Ti) en la zona interior de la pala del rotor (40), tomando en cuenta el modelo tÈrmico la conductividad tÈrmica de las estructuras y los materiales materiales en la paleta del rotor, y porque en una segunda etapa del procedimiento un vehÌculo aÈreo (2), en el que se encuentran instalados uno o varios dispositivos de registro termogr·fico (6), durante este perÌodo de tiempo de mediciÛn (?tmess) se pone en una posiciÛn en la que la central de energÌa eÛlica entra en la zona de captaciÛn de los dispositivos de registro termogr·fico instalados (6), y porque en una tercera etapa del procedimiento la central de energÌa eÛlica (1) es 20 registrada por los dispositivos de registro termogr·fico (6) durante este perÌodo de tiempo de mediciÛn (?tmess).",2013,F05B2260/821; F05B2270/8041; F03D  17/00; F05B2270/303; F03D  80/00; F05B2240/95
488622860,KR20160158392,Mooring apparatus for floating offshore wind power equipment,"The present invention relates to a mooring apparatus for a floating offshore wind power generator comprising: a mooring wire, one lengthwise end of which is connected to a floating structure and the other lengthwise end is disposed on a seabed; a box-structure main body which is installed to be fixed to the floating structure, and is penetrated by the mooring wire to be slid in a vertical direction; a wire fixing portion which is installed in the main body, and fixes the upper end and the lower end of the mooring wire positioned in the main body in a pressed state; a wire adjustment portion which is installed in the main body, fixes the mooring wire positioned in the main body in a pressed state where the fixture by the wire fixing portion is released, and then moves the mooring wire to the upper portion or the lower portion. According to the mooring apparatus for a floating offshore wind power generator described above, in the state where the mooring wire is disposed to penetrate the main body, the wire fixing portion fixes the upper end and the lower end of the mooring wire in the pressed state in the main body. The wire adjustment portion adjusts the mooring wires tension through positional movement in the vertical direction while pressing and fixing the mooring wire in the main body in a state where the pressing and fixing by the wire fixing portion is released, and prevents stress concentration of the mooring wire through the wire adjustment portion with respect to the movement of the floating structure, thereby maintaining the floating structure to be in a stable mooring state on the sea.",2016,B63B2209/20; B63B  21/04; B63B  21/50; B63B2035/446; F05B2240/95; Y02E  10/72; F03D  13/25; F05B2240/21; Y02E  10/727
488725693,KR20160076479,FLOATING STRUCTURE AND METHOD FOR INSTALLING OFFSHORE WIND TURBINES USING THE SAME,"The present invention provides a floating structure. According to the present invention, the floating structure comprises: a mother ship; an offshore work platform coupled to the mother ship in a navigation mode and separated from the mother ship in a jack-up mode; and legs vertically penetrating the offshore work platform.",2016,B63B  35/00; F03D  13/40; Y02E  10/70; B63B  15/00; B63B  35/003; F03D   1/00; Y02E  10/727; B63B  27/10; E02B  17/08
488777634,ES20160030950,PLATAFORMA DE DISCO FLOTANTE MULTIPROPOSITO PARA SOPORTE DE GENERADORES EOLICOS MARINOS Y OTROS GENERADORES DE LAS ENERGIAS MARINAS,NULL,2016,F03D  13/25; Y02E  10/727
488875706,CN201710799964,Marine wind turbine generator system and floating foundation thereof,"The invention discloses a marine wind turbine generator system and a floating foundation thereof. The floating foundation comprises a foundation main body (3). The foundation base main body (3) comprises a first outer frame (34) and a first airbag (31) arranged in the first outer frame (34). By means of the floating foundation, the manufacturing cost of the foundation main body (3) can be significantly reduced, high enough strength is provided for supporting the whole marine wind turbine generator system, the economy and durability are improved, meanwhile, load transmitted from the top to bottom can be reliably transmitted to seawater to provide buoyancy for the marine wind turbine generator system, and the stability of the marine wind turbine generator system is improved.",2017,F03D  13/25; B63B  35/44; Y02E  10/727; Y02P  70/523
488888828,CN201710925684,Thrust type floating wind-collecting power generation device,"The invention relates to a thrust type floating wind-collecting power generation device, and belongs to the technical field of new energy development. The thrust type floating wind-collecting power generation device aims to solve the problem that the device can only be arranged in a shallow sea with the water depth of less than 40 meters due to the facts that at present, a constructed offshore wind power plant is arranged on a high-pile bearing platform built from the seabed, seawater is deep, and the construction is difficult as well as the problems that the wind energy utilization rate is low, and the manufacturing cost is high due to the facts that the area of propeller type blades only accounts for one tenth of the area of a wind wheel, and the thrust borne by the wind wheel is only the component force of the wind power born by the blades in the rotating plane of the wind wheel. The thrust type floating wind-collecting power generation device has the advantages that a floating thrust type wind wheel is adopted, an upper wind deflector, a lower wind deflector, a left wind deflector and a right wind deflector are utilized so that the resistance surface of the wind wheel can be shielded, the wind power which is multiple times larger than the area of the wind wheel is collected on the wind wheel, in addition, a wave stabilizing device, an anti-ocean-current wind deviation-rectifying device, a speed regulation device for improving the grid connection precision and two anchoring systems are designed, the number of anchor piles is decreased to be close to the minimum number ofone per unit so that the problem that cables and anchor chains are entangled with each other can be solved, the wind deflectors at the side parts and the wind deflector at the top can be folded intoa streamline shape so as to resist typhoon, and therefore the device can be constructed in a deep sea with the water depth of more than 40 meters.",2017,B63B  35/44; F03D   9/25; F03D  13/25; F03D   3/04; Y02E  10/74; Y02P  70/523; Y02E  10/727; F03D   7/06
488909356,ZA20150001297,WAVE ENERGY CONVERSION,NULL,2015,F03B  13/12; F03B  13/24; F03B  13/188; F03B  13/22; F03D   9/25; F05B2240/97; F05B2240/93; F03B  13/1885; F05B2240/40; Y02E  10/38; Y02E  10/72; F03B  13/189; F03B  13/1895; F03D   9/008; F03B  13/16; F03D  13/25
489007834,DK20130153789T,Forsendelsesfikstur og fremgangsmÂde til at transportere rotorvinger,NULL,2013,F05B2260/02; Y02E  10/727; F03D  13/40; F05B2240/95; Y02E  10/721
489028388,KR20160097541,Vessel,"The present invention relates to a vessel which stores energy remained after using in the vessel via compressed air and reuses the remaining energy for sailing after processing the energy. The vessel comprises: a hull formed with an air injecting hole on a lower surface thereof; an energy generating portion installed in the hull to produce surplus energy; a compressing module for producing compressed air by driving by using surplus energy generated from the energy generating portion; an air storage portion receiving and storing compressed air from the compressing module, and providing the compressed air to the air injecting hole; and a decompression power generating portion connected between the air storage portion and the air injecting hole, decompressing the compressed air, and producing electrical energy.",2016,B63B   1/38; F03D   9/00; B63H  21/17; B63H  23/30; Y02E  10/725; B63B2035/4433; B63B2755/00; B63J   3/04; Y02T  70/52; B63J   3/02; B63B  35/44; F03D   9/28; Y02T  70/122
489028913,KR20160079098,FLOATING STRUCTURE,The present invention provides a floating structure. The floating structure of the present invention includes: a main body being floatable on water; a leg passing through the main body in a vertical direction; a leg well provided in the main body for allowing the leg to pass therethrough and guiding the leg; a leg support portion positioned within the leg well and configured to relatively move the leg in a vertical direction and support the leg; and a damping member positioned between the leg well and the leg support portion and configured to elastically support the leg support portion in an outward direction and to maintain a vertical state of the leg support portion.,2016,E02B  17/08; B63B  35/00; E02B2017/0056; F03D  13/40; E02B  17/0818; F03D   1/00; Y02E  10/722; F16H  19/04; B63B  35/003; E02B  17/00; F16F   9/00; Y02E  10/70
489031337,KR20170015021,COLUMN MOVING APPARATUS,"The present invention relates to a column moving device, lifting and moving a column to rapidly and safely move a wind power generator on the sea. The column moving device comprises: a plurality of support frames; a lifting means provided to each support frame and enabling the column to be fastened to be lifted and moved; and a guide means disposed in each support frame and closely attached to the outer circumferential surface of the column to guide lifting of the column. According to a configuration, the wind power generator can be rapidly and safely lifted and moved when the wind power generator is installed on the sea.",2017,Y02E  10/727; B63B  27/16; B63B  35/00; B63B  35/003; B63B  35/28; F03D  13/10; F03D  13/25
489038561,KR20160082765,SEPARABLE TYPE OFFSHORE STRUCTURES INSTALLATION VESSELS AND METHOD OF OPERATING THE SAME,"Disclosed are a separable offshore structure installation vessel and an operation method thereof. The separable offshore structure installation vessel according to an embodiment of the present invention comprises: a hull mounted with parts for installing an offshore structure; a deck separably coupled to an end portion of the hull, and installing the offshore structure in a lifted state in a jack-up mode; and a deck coupling apparatus provided in a contact surface on which the hull and the deck are vertically contacting each other, and including a plurality of protrusion portions supporting horizontal force and a wire supporting vertical force by fastening each protrusion portion via tensile force.",2016,B63B  15/00; B63B  35/00; B63B  27/10; B63B   3/48; F03D   1/00; B63B  35/003; F03D  13/40; Y02E  10/70; Y02E  10/72; B63B  17/00
489039621,KR20160158873,protective device for offshore wind power generation structure,"The present invention relates to a lifting type pile protecting device for offshore wind power generation, using image analysis. The pile protecting device for the offshore wind power generation, which protects a support pile for the offshore wind power generation, comprises: a lifting unit (10) falling to float on water surface by a lifting means (60) by being mounted on the outer circumference of the support pile to be spaced from the upper part of seawater surface, wherein the lifting unit (10) ascends and descends to be linked to a water level by buoyancy by being located on the seawater surface; an expansion and contraction type protection unit (20) absorbing impact of an abnormal object, which is applied to a post when the expansion and contraction type protection unit (20) is expanded by being mounted on the lifting unit (10), wherein the expansion and contraction type protection unit (20) is normally contracted when the abnormal object leaves; a protection unit operating unit (30) receiving a command of an abnormal object sensing unit (50) and expanding and contracting the expansion and contraction type protection unit (20); and the abnormal object sensing unit (50) sensing whether the object approaches the post and applying a control signal to the protection unit operating unit (30) when it is determined that the abnormal object approaches the post. The abnormal object sensing unit (50) comprises: a camera (51) photographing a target (T); an image storing unit (53) storing an image photographed by the camera (51) in an image frame (F); and an image analyzing unit (55) analyzing existence and an approach of the target (T) newly appearing on a background screen by comparing and analyzing an analysis target image frame (F) which becomes a subject to be analyzed and a comparison image frame selected among a background image frame when the image frame of a previous step and the target (T) stored in advance do not exist.",2016,G06T   7/00; G06T   7/337; G06T   7/74; G06T   7/20; Y02E  10/722; Y02E  10/727; F03D  80/00; F03D  13/25; G06T   7/269
489043601,ES20170031393U,PANEL DECORATIVO PARA PLATOS DE DUCHA,"1. Un panel polimÈrico, que comprende: - un panel (1) de un material termoestable o superficie sÛlida; - unas superficies exteriores del panel (1) recubiertas por un motivo decorativo (2) impreso sobre dichas superficies exteriores con una tinta transferida a dicho panel (1) por sublimaciÛn en una c·mara de vacÌo bajo unas condiciones de temperatura, presiÛn y tiempo prefijadas; caracterizado porque: - el panel (1) es un panel decorativo constitutivo de un plato de ducha; - el panel (1) presenta una zona perimetral (3) de mayor grosor y al menos una zona no perimetral (4) de menor grosor; y - el acabado de todas las superficies del panel (1) recubiertas por el motivo decorativo es uniforme.",2017,E02B   3/26; A47K   3/40; B41M   5/035; F03D  13/25; B44C   5/04; B44C   5/0461; E02B  17/0034; B63B  27/30
489045040,KR20160080674,DOCKING DEVICE HAVING FENDER,"The present invention relates to a docking device having a fender, comprising: a loading portion of a mother ship mounted with an operation deck when the mother ship and the operation deck are coupled to transfer the operation deck; a coupling portion of the operation deck contacting with and coupled to the loading portion so that the operation deck can be supported by the mother ship; and a fender unit provided at least in one of the loading portion and the coupling portion, having elasticity, and disposed between the loading portion and the coupling portion so that an impact generated during coupling of the operation deck and the mother ship can be absorbed thereby.",2016,F03D   1/00; Y02E  10/727; B63B  35/00; F16F   9/00; B63B2701/16; F03D  13/40; Y02E  10/70; B63B  35/003; B63B  59/02; B63B2059/025
489045219,KR20160080960,Wind Turbine Installation Vessel,"The present invention relates to a wind turbine installation vessel. According to the present invention, the wind turbine installation vessel comprises: a working deck installed on working water by dropping a leg with a spud can on the bottom end and driving the spud can into the ocean floor to install a wind turbine on the sea; and a mother ship which carries and moves the working deck. When the mother ship moves to a certain position on a bottom side of the working deck to load the working deck installed on the mother ship in the working water, the leg is lifted until the spud can comes in contact with the bottom side of the mother ship and the bottom side of the working deck comes in contact with the top side of the mother ship to combine the working deck with the mother ship by the force of the spud can and the working deck compressing the mother ship. The present invention is to provide the wind turbine installation vessel which is able to fixate the working deck and the mother ship by using the compressing force of the spud can.",2016,B63B  35/003; B63B  35/00; F03D  13/40; Y02E  10/70; F03D   1/00; Y02E  10/727; B63B   3/14
489077625,KR20160081264,DOCKING GUIDANCE DEVICE,"The present invention relates to a coupling guide device, comprising: a guide bar formed in a base unit of a work deck to guide an access direction of a loading unit of a mother ship accessing the base unit when the mother ship for transferring the work deck is coupled to the work deck; and a link module connected to the guide bar to guide an access direction of the loading unit to follow a direction where the guide bar is formed and rotated in a direction perpendicularly crossing the access direction of the loading unit to enable the base unit to be mounted in the loading unit when access of the loading unit is finished.",2016,F03D   1/00; B63B  35/00; B63B  35/003; F15B  15/02; F03D  13/40; Y02E  10/70; F15B  15/14; Y02E  10/727; B63B  17/00
489077811,KR20160081263,DOCKING GUIDANCE DEVICE,"The present invention relates to a docking guidance device which enables a mother ship having a working deck and a loading unit to be docked and moved and, more specifically, provides a docking guidance device which comprises: a first guide rail formed in a base unit of the working deck, and coupled to the loading unit of the mother ship; and a first link module provided in the loading unit, and inserted into the first guide rail to guide the mother ship to enter a lower portion of the working deck when the mother ship is docked to the working deck.",2016,B63B  27/00; F16F   9/00; B63B  35/00; B63B  35/003; F03D  13/40; Y02E  10/70; Y02E  10/72; B63B  27/02; F03D   1/00
489132195,DK20130872167T,FREMGANGSM≈DE TIL VEDLIGEHOLDELSE AF FLYDENDE INDRETNING TIL GENERERING AF VINDKRAFT,NULL,2013,B63B2001/128; B63B2035/446; F03D   9/255; F03D   9/28; F03D  13/10; F03D  13/40; F03D  80/50; Y02E  10/725; F03D   9/25; B63B2001/044; F03D   7/02; F03D   9/32; F03D  13/25; Y02E  10/727; F03D   7/0264; B63B  21/50; B63B  35/44; B63B   1/107; B63B2021/505; F05B2240/93; B63B  39/03; F03D   7/042; F05B2240/95
489136110,US201615549327,Hydro-pneumatic energy storage system,"A hydro-pneumatic energy storage system for deep sea water (DSW) is described. The system includes a floating support structure including a floating support platform, and a floating air chamber mounted on the floating support platform. The floating air chamber is configured for holding compressed air. The system also includes a sea-bottom mounted structure including a sea-bottom accumulator chamber configured for holding the compressed air and the DSW to store the DSW under pressure of the compressed air, and an air umbilical pneumatically interconnecting the floating air chamber with the sea-bottom accumulator chamber.",2016,F03D   9/00; Y02E  10/725; F03D  13/25; F03B  13/26; F05B2240/40; Y02E  10/38; F03B  13/06; F03B  13/264; F05B2240/95; F03B  13/10; F05B2240/93; Y02E  10/22; Y02E  60/15; Y02E  60/17; F03D   9/25; F03D   9/008; F03D   9/17; F03D   9/255; F03D   9/28; F15B   1/033; Y02E  10/727
489136358,US201615550390,"Method of construction, assembly, and launch of a floating wind turbine platform","A method of constructing and assembling a floating wind turbine platform includes constructing pre-stressed concrete sections of a floating wind turbine platform base, assembling the floating wind turbine platform base sections to form the base at a first location in a floating wind turbine platform assembly area, and moving the base to a second location in the floating wind turbine platform assembly area. Pre-stressed concrete sections of floating wind turbine platform columns are constructed, and the column sections are assembled to form a center column and a plurality of outer columns on the base to define a hull at the second location in the floating wind turbine platform assembly area. The hull is then moved to a third location in the floating wind turbine platform assembly area. Secondary structures are mounted on and within the hull, and the hull is moved to a fourth location in the floating wind turbine platform assembly area. A wind turbine tower is constructed on the center column, and a wind turbine is mounted on the wind turbine tower, thus defining the floating wind turbine platform. The floating wind turbine platform is then moved to a launch platform in a fifth location and launched into a body of water.",2016,B63B   1/12; B63B   5/20; B63B  21/50; B63B2035/446; F05B2240/95; H02P   9/04; B63B  35/003; B63B2001/128; F03D   9/00; B63B  39/03; Y02E  10/727; B63B   1/10; B63B  35/44; B63B2021/505; F05B2240/93; B63B   1/107; B63B  35/00; F03D  13/10; F03D  13/40; F03D  13/25
489240690,ES20160031068,"SISTEMA DE INSTALACION DE MATERIAL ANTISOCAVACION EN UNA CIMENTACION MARINA AUTOFLOTANTE, PROCEDIMIENTOS Y USOS ASOCIADOS A DICHO SISTEMA","Sistema de instalaciÛn de material antisocavaciÛn en una cimentaciÛn marina autoflotante, procedimientos y usos asociados a dicho sistema. La presente invenciÛn se refiere a un sistema de instalaciÛn de material antisocavaciÛn (1) en una cimentaciÛn marina (2) prefabricada, siendo dicha cimentaciÛn transportable de manera autoflotante hasta su ubicaciÛn (5) definitiva sobre el fondo marino (22); que comprende: al menos un dispositivo (3) de alojamiento del material antisocavaciÛn (1); al menos un dispositivo (4) de sujeciÛn del material antisocavaciÛn (1) y/o de dicho dispositivo de alojamiento (3) a la cimentaciÛn marina (2); y donde el dispositivo de alojamiento (3) y el dispositivo (4) de sujeciÛn son instalables en la cimentaciÛn marina (2) con anterioridad a la instalaciÛn de la cimentaciÛn marina (2) en su ubicaciÛn (5) definitiva. La invenciÛn se refiere, asimismo, a procedimientos y usos del citado sistema.",2016,F03D  13/25; E02B  17/0017; E02D  27/425; E02B2017/0091; E02D  31/00; F03D  13/22; E02B  17/00; E02B  17/02; E02D  27/42; E02B2017/0039; E02D  27/52; Y02E  10/727
489321362,ZA20100007419,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,NULL,2010,E02B   9/00; F03D   7/0204; F03D   9/25; F03D   9/257; F03D  17/00; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; B63B  39/03; B63B  39/06; E04H2012/006; Y02E  10/22; Y02E  10/727; B63B  35/44; E02B  17/04; F05B2240/93; B63B   1/107; B63B  35/00; B63B2039/067; F03D  13/10; F03D  80/00; F03D  13/25
489323147,ZA20100003288,ENERGY-SAVING AND WIND-POWERED AERATOR,NULL,2010,Y02E  10/727; Y02P  70/523; F03D  13/10; F05B2240/93; F05B2240/95; F03D  13/25; F05B2230/6102
489376198,CN201710641193,Offshore wind power installation platform,"The invention discloses an offshore wind power installation platform. The offshore wind power installation platform comprises a main hull, lifting devices, four spud legs, a spud-around type crane, aliving building and a driving control room. The four spud legs are arranged on the main hull, and each spud leg is connected with the main hull through the lifting devices. The offshore wind power installation platform is characterized in that the main hull is of an axisymmetric structure and the central axis of the main hull is arranged in the ship length direction; the four spud legs comprise the first spud leg located at the stern of the main hull, the second spud leg located at the bow of the main hull, the third spud leg and the fourth spud leg, wherein the third spud leg and the fourth spud leg are located on the two sides of the main hull, the first spud leg and the second spud leg are both located on the central axis, the first spud leg and the second spud leg are located on the midperpendicular of the connected line of the third spud leg and the fourth spud leg, and the first spud leg and the second spud leg are located on the two sides of the connected line of the third spudleg and the fourth spud leg correspondingly; and the spud-around type crane is arranged on the position of the first spud leg, and the living building and the driving control room are located at the bow of the main hull. According to the offshore wind power installation platform, through arrangement of the four spud legs, the spud-around type crane, the living building and the driving control room, the deck use ratio of the wind power installation platform is increased, and meanwhile balancing of hull loads is facilitated.",2017,B63B  21/50; B63B  15/00; B63B  35/44
489379507,CN201710712709,Integrated offshore wind electric field fault ride-through method based on HVAC grid connected,"The invention discloses an integrated offshore wind electric field fault ride-through method based on HVAC grid connected. The method comprises steps that 1), reactive demands under fault ride-throughconditions is calculated; 2), a reactive output limit of each set and a real-time reactive output limit of the whole offshore wind electric field set are calculated; 3), in a low voltage ride-throughcontrol mode, a dynamic reactive power compensator is cooperated by the wind electric field set to carry out layered capacitive reactive support; 4), in a low voltage ride-through continuity period,early removal of a crowbar circuit is considered, stator side reactive output capability of the set is recovered; 5), for the set of which a rotor transverter is under control and a reactive injectioncurrent can not satisfy requirements in the low voltage ride-through continuity period, through limiting output of active power, reactive output capability is enhanced; and 6), in a high voltage ride-through control mode, the dynamic reactive power compensator is cooperated by the wind electric field set to carry out layered sensitive reactive support. The method is advantaged in that offshore wind electric field fault ride-through capability is effectively improved.",2017,Y02E  40/30; H02J   3/38; H02J   3/18; Y02E  10/763
489391467,CN201710935151,Wind light storage direct current electric system applied to offshore platform and control method,"The invention relates to a wind light storage direct current electric system applied to an offshore platform and a control method. The system comprises a platform power source and a platform load; theplatform power source comprises a wind power generation unit, a photovoltaic power generation unit and an energy storage unit. The control method adopts a principal and subordinate, and peer-to-peermixing control method to coordinate and control; namely, an energy storage unit is used as a main power source, and a bidirectional power converter in its energy storage subunit adopts an peer-to-peercontrol mode with power drooping for stabilizing the network voltage; the wind power generation and the photovoltaic power generation units are subordinated power sources. The wind light storage direct current electric system applied to the offshore platform and the control method provide an independent complementary power supply system formed by multiple new energy sources of the offshore platform, and realize the stable running of wind and light random and load random systems.",2017,H02J   1/12
489490869,KR20160088397,AQUATIC ORGANISMS INTERCEPTING APPARATUS FOR NURSERY,"The present invention relates to a method of preventing plankton or microorganisms from sticking to a fishing net. A fishing net material, which is selected from among polyethylene, polypropylene, polyester, and nylon, is compounded with conductive copper particles and conductive tin particles within a predetermined range, and then, the compounded material is dried and crystalized to obtain a master batch, and master batch polymer yarn is formed to obtain a conductive fishing net. The method of preventing plankton or microorganisms from sticking to a fishing net includes: a first process of preparing a master batch by compounding a fishing net material, selected from among polyethylene, polypropylene, polyester, and nylon, with 4-8 wt% of conductive copper particles and 2-6 wt% of conductive tin particles and then drying and crystalizing the compounded material; a second process of obtaining a conductive fishing net by forming polymer yarn from the master bath prepared through the first process; and a third process of attaching a power generation facility using wind, wave, or tidal power to a support body supporting the conductive fishing net, which is obtained through the second process and installed underwater, and supplying currents from the power generation facility to the fishing net.",2016,C08J   3/22; A01K  75/00; C08K2003/085; C08K   3/08; C08K2201/001; D10B2401/16; F03B  13/26; Y02A  40/81; A01K  73/00; A01K  61/10; F03B  13/14; F03D   9/25; A01K  61/00
489495845,US201715707138,Commutator-less and brush-less direct current generator and applications for generating power to an electric power system,"Three controls, three variable gear assemblies, an optional hatch or variable propeller pitch, and a variable overlap generator (VO generator), as well as one or more commutator and brush-less free direct current generators may be used independently and together to provide constant frequency and voltage output power and to increase the amount of output power generated with the same input water flow or wind speed in a plurality of embodiments useful in wind power generation and water renewable energy generators for any of tidal and ocean current or wave conditions. Two Transgearô assemblies side-by-side and sharing the same central shaft may comprise a constant speed motor control, produce required constant frequency and voltage and be reduced in part count and complexity. The variable overlap generator of a marine hydrokinetic or wind power generator may be used as a low torque generator, a high power-rated generator or a control in these applications and may generate more electric power than a conventional fixed power generator (the rotor axially aligned to overlap the stator in a conventional manner) over a wider input range. An electromotive force (EMF) embodiment generates alternating current at constant frequency and voltage in varying wind and water speed conditions.",2017,F03B  15/08; F03D   7/02; F03B  17/063; F03D  15/00; F05B2220/32; F05B2270/101; F16H  15/50; F16H  29/04; Y02E  10/226; F03D   7/0272; F05B2220/7062; F05B2260/402; F16H   3/52; H02K  19/18; Y02E  10/722; Y10T  74/2101; F03B  13/264; F05B2240/97; H02K   7/18; Y10T  74/18792; F03B  13/26; F03D   3/002; F03D   3/04; F05B2210/16; F16H  25/04; H02K   7/183; F03B   3/18; F03B  17/06; H02K   7/116; Y10T  74/18296; F05B2260/40311; F16H   3/62; Y02E  10/223; Y02E  10/28; F05B2270/32; F16H   3/56; H02K   1/2753; Y02E  10/725; Y10T  74/18056; F03D   3/00; F05B2240/93; F03B  15/02; F03B  15/12; F03D   3/0436; F03D   9/25; F05B2260/404; H02K   1/27; H02K  11/21; Y02E  10/723
489540917,JP20170528843,??????????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2015,B63B  35/44; F05B2240/93; B63B  35/00; B63B2035/446; F03D   9/30; B63B   9/06; F03D   7/0204; Y02E  10/727; F03D  13/20; F03D  13/25; F05B2240/95
489577142,CN201610559699,Floating ball type power generation device,"The invention discloses a floating ball type power generation device. According to the floating ball type power generation device, fluctuation generated by seawater wave or air convection is utilizedfor generating power. The floating ball type power generation device comprises a first floating ball, a second floating ball and a connecting part. The first floating ball is provided with a first power generation module. The second floating ball is provided with a second power generation module. The connecting part is used for connecting the first floating ball with the second floating ball. Oneend of the connecting part is connected with the first power generation module and enables the first floating ball to move in a first freedom degree, and the first power generation module generates first power through movement of the first floating ball in the first freedom degree. The other end of the connecting part is connected with the second power generation module and enables the second floating ball to move in a second freedom degree, and the second power generation module generates second power through movement of the second floating ball in the second freedom degree.",2016,Y02E  10/38; F03D   9/25; Y02E  10/70; Y02E  10/725; F03B  13/20; F03D   5/00
489595238,KR20170008117,OFFSHORE WIND POWER GENERATOR WITH FLIP ROTARY PLATE,"The present invention relates to an offshore wind power generator with a flip rotary plate, capable of continuously generating power irrespective of wind direction by smooth rotation of the flip rotary plate whose rotation axis coincides with the center of gravity. The offshore wind power generator comprises: a main body vertically erected; a plurality of horizontal blades radially installed around an upper portion of the main body and extending outwardly; a horizontal power shaft provided at the front end of each of the horizontal blades; and a flip rotary plate installed to be rotatable in a vertical direction together with the horizontal power shaft while being supported by the horizontal power shaft at the front end of the horizontal blade, and rotated by wind to rotate the horizontal power shaft and thus to generate electricity.",2017,F03D   3/00; F03D   3/061; F03D   9/11; F03D  13/25; F03D   3/005; F03D   3/06; Y02E  10/727; Y02E  10/74; F03D   3/062
489650607,CN201710750574,Offshore floating wind power generation device with constant-pressure liquid energy storage function,"The invention discloses an offshore floating wind power generation device with a constant-pressure liquid energy storage function. The device comprises a spar platform tower, a gas energy storage device is arranged in the spar platform tower, a wind wheel rotor is mounted on the upper portion of the spar platform tower and in rigid connection with a variable pump, a water inlet of the variable pump is connected with the sea through a guide pipe, and a water outlet of the variable pump is connected with an input inlet of a proportional valve; and one way of an output outlet of the proportionalvalve is in spray connection with a pelton turbine through a main spray nozzle, and the other way of the output outlet of the proportional valve enters a reversing valve; and a left outlet of the reversing valve communicates with a seawater cavity of the lower portion of a gas-liquid energy storage device, an air cavity of the upper portion of the gas-liquid energy storage device communicates withan air cavity of the gas energy storage device through a pipeline, a right outlet of the reversing valve is in spray connection with the pelton turbine through an auxiliary spray nozzle, the pelton turbine is in rigid connection with an electric generator, and electric energy generated by the electric generator is connected with an external grid. The device provided by the invention is simple instructure and reliable in working.",2017,F03B  13/00; F03D   9/17; Y02E  60/15; Y02P  80/158; F03D  13/25; Y02E  10/727; F03D   9/28
489727305,PT20150745376T,"FLOATING WIND TURBINE WITH A FLOATING FOUNDATION, AND METHOD FOR INSTALLATION OF SUCH A WIND TURBINE",NULL,2015,B63B  21/20; B63B2021/203; F03D  13/22; Y02E  10/721; Y02P  70/523; B63B  21/50; B63B  35/44; B63B2035/446; F05B2240/95; B63B   1/125; B63B  21/26; F05B2240/93; B63B2001/128; F03D  13/10; F03D   1/0675; F03D  13/25; F05B2230/60; Y02E  10/727
489998744,ES20120754705T,Estructura flotante de tipo m·stil,"Una estructura flotante de tipo m·stil (1) que comprende un cuerpo flotante (2) alto y delgado y una porciÛn de lastre (3) proporcionada al cuerpo flotante (2), de manera que el peso de la parte de lastre (3) permite que el cuerpo flotante (2) flote en posiciÛn vertical, en donde el cuerpo flotante (2) incluye una primera parte extendida (21) que se extiende horizontalmente dispuesta en la parte inferior, una segunda parte extendida (22) que se extiende horizontalmente dispuesta en la parte media, una parte de columna cilÌndrica hueca (23) que conecta la primera y segunda partes extendidas (21, 22) y que se extiende hasta la lÌnea de flotaciÛn, en donde la primera parte extendida (21) forma la parte de lastre (3), la segunda parte extendida (22) constituye una parte de flotabilidad que da flotabilidad al cuerpo flotante (2), caracterizada por que dicho cuerpo flotante (2) incluye adem·s una tercera parte extendida (24) cilÌndrica hueca que se extiende horizontalmente y dispuesta fijamente en la parte superior de la parte de columna (23), y por que la primera, segunda y tercera partes extendidas (21, 22, 24) est·n configuradas de manera que las presiones que act˙an sobre las superficies superior e inferior de la primera porciÛn extendida (21), las presiones que act˙an sobre las superficies superior e inferior de la segunda parte extendida (22) y una presiÛn que act˙a sobre una superficie inferior de la tercera parte extendida (24) se contrarrestan entre sÌ con un perÌodo de ola especÌfico.",2012,B63B   1/04; B63B  35/44; B63B2039/067; B63B   1/048; F05B2240/93; Y02E  10/727; B63B2035/442; F03D  13/25; B63B2001/044
490113965,CN201680027856,Hull for a floating wind turbine platform,"A hull for a semi-submersible wind turbine platform capable of floating on a body of water and supporting a wind turbine includes a keystone and at least three bottom beams extending radially outwardof the keystone. Each bottom beam has a primary beam portion and a column base portion, wherein the column base portion is configured to support an outer column of the hull thereon, and wherein the primary beam portion defines a first ballast compartment therein. The first ballast compartment is in fluid communication with water in the body of water in which the hull is floating.",2016,B63B  43/06; B63B2209/20; F03D  13/25; F05B2240/93; B63B  35/00; F03D  13/40; F05B2240/97; Y02E  10/727; B63B   1/107; B63B  35/44; B63B   5/18; B63B  39/03; B63B2001/128; B63B2035/446; B63B2013/005
490118059,CN201680038023,Floating wind turbine platform structure with optimized transfer of wave and wind loads,"A structure of a floating, semi-submersible wind turbine platform is provided. The floating wind turbine platform includes three elongate stabilizing columns, each having a top end, a keel end, and anouter shell containing an inner shaft. Each stabilizing column further includes a water entrapment plates at its keel cantilevered in a plane perpendicular to a longitudinal axis of the stabilizing column. The floating wind turbine platform also includes three truss members, each truss member including two horizontal main tubular members and two diagonal tubular members. The truss members connectthe stabilizing columns to form a triangular cross-section. An elongate wind turbine tower is disposed over the top end of one of the three stabilizing columns such that the longitudinal axis of thetower is substantially parallel to the longitudinal axis of the stabilizing column.",2016,Y02E  10/727; F03D  13/25; B63B   1/107; F05B2240/95; B63B  43/06; B63B2209/20; E02B  17/04; B63B  39/06; F05B2240/93; B63B  35/44; B63B  39/03; B63B2001/128; B63B2035/446; B63B2039/067
490119173,CN201710437967,Mounting process of floating support type offshore wind power mounting platform,"The invention discloses a mounting process of a floating support type offshore wind power mounting platform. The process comprises the following steps: (1) the mounting platform is placed on a ship body (3); (2) the ship body (3) drives the mounting platform to navigate to reach a destination; and bolts between pile legs (2.1) and positioning pipes (1.1) are dismounted, so that the pile legs (2.1)are sunk under the effect of self weight; (3) a crane mounted on the ship body (3) lifts a vibrating hammer to vibrate and beat the pile legs (2.1), so that the bottoms of the pile legs (2.1) are driven into sludge; (4) the bolts are screwed into first fixed holes (1.3) and second fixed holes (2.2), so that the pile legs (2.1) are fixed in the positioning pipes (1.1); and (5) the ship body (3) issunk through a ballast mode, so that the ship body (3) is deviated from the mounting platform, and is driven out to berth beside the mounting platform. The mounting process of the floating support type offshore wind power mounting platform is low in cost.",2017,B63B  35/44; E02B  17/00; E02B2017/0056; E02B2017/0047
490128552,FI20170005020,J‰‰n muodostumisen est‰minen Magnus-roottorissa,NULL,2017,B63B  43/00; Y02T  70/58; B63H   7/00; B63H   9/02; Y02E  10/721; B64C  23/08
490156027,CN201710934512,Method for controlling virtual resistance of energy storage converter in wind-light power storage and direct-current power supply system of offshore platform,"The invention relates to a method for controlling the virtual resistance of an energy storage converter in a wind-light power storage and direct-current power supply system of an offshore platform. According to the method, a wind power generation, photovoltaic power generation and platform load unit is adopted as the parameter variable part of the direct-current power supply system. The output equivalent resistance value and the equivalent inductance value of the above part are detected in real time, so that the direct-current power supply system is equivalent to a second-order RLC oscillatingcircuit. The equivalent resistance value of power storage units is obtained through calculation when a damping coefficient is constant to be a preset threshold value. Furthermore, according to the number of power storage units and the requirement on the power distribution ratio, the virtual resistance value of each energy storage unit is determined. According to the invention, by adopting the method for controlling the virtual resistance of the energy storage converter in the wind-light power storage and direct-current power supply system of the offshore platform, the fluctuation influence ofthe load sudden change of the platform on the direct-current bus voltage of the wind-light power storage and direct-current power supply system of the offshore platform can be weakened. The dynamic stability of the system is improved. The method has a wide application prospect in the aspects of ocean energy power generation, marine engineering, marine survey and the like.",2017,H02J   1/00
490157145,CN201710965466,Draught fan single-blade installing propeller pitch adjusting method,"The invention relates to a draught fan single-blade installing propeller pitch adjusting method, and belongs to the technical field of wind power generation. According to the aim, the blade propellerpitch is adjusted according to the detected air speed, motion of a blade under the turbulence air effect is reduced, the blade installing difficulty is reduced, and the marine installation operation air speed is increased. Firstly, a draught fan blade mooring rope system model is built; secondly, pneumatics analogue simulation is carried out through the draught fan blade mooring rope system modelunder different working conditions; thirdly, under each working condition, blade root movement variances under different propeller pitch angles are obtained, and the best propeller pitch angles are obtained; and finally, in the hoisting process, the blade is rotated to the position with the best propeller pitch angle to be installed. According to the draught fan single-blade installing propeller pitch adjusting method, the blade propeller pitch is adjusted according to the detected air speed, and therefore influences of the air speed on draught fan installation are reduced, movement of the blade under the turbulence air effect is reduced, and the operation air speed of the marine installation draught fan is improved to 15 m/s.",2017,F03D  13/10; G06F  17/50; Y02E  10/72; B66C   1/108; G06F  30/20; G06F2119/06
490315327,JP20160170715,WIND TURBINE TOWER AND WIND TURBINE AND METHOD FOR ASSEMBLING WIND TURBINE TOWER,"PROBLEM TO BE SOLVED: To provide a wind turbine tower that can reliably support a tower body while restraining an increase in cost.SOLUTION: A wind turbine tower comprises: a fundamental structure; and a tower body erected on the fundamental structure. The fundamental structure includes: a cylindrical body having an inside diameter larger than an outside diameter of a base part of the tower body, and provided along a vertical direction; a stiffening plate attached to an inner wall surface of the cylindrical body so as to extend inwardly in a radial direction of the cylindrical body; and a load transmission part located between the stiffening plate and the base part of the tower body, and for transmitting a load of the base part of the tower body to the cylindrical body.SELECTED DRAWING: Figure 3",2016,F05B2240/95; E02D  27/32; E02D  27/52; F03D  13/20; F03D  13/25; Y02E  10/727
490349236,US201715799964,Semi-submersible floating wind turbine platform structure with water entrapment plates,"A structure of a floating, semi-submersible wind turbine platform is provided. The floating wind turbine platform includes three elongate stabilizing columns, each having a top end, a keel end, and an outer shell containing an inner shaft. Each stabilizing column further includes a water entrapment plate. The floating wind turbine platform also includes three truss members, each truss member including two chord members and two diagonal members. The truss members connect the stabilizing columns to form a triangular cross-section. An elongate wind turbine tower is disposed over the top end of one of the three stabilizing columns.",2017,B63B   1/10; B63B   1/12; B63B  35/44; B63B  39/06; B63B2039/067; F05B2240/95; B63B2209/20; B63B2035/446; B63B  39/03; B63B2001/128; F03D  13/25; F05B2240/93; Y02E  10/727; B63B   1/107; B63B  43/06
490463409,CN201680037688,FLOATING WIND ENERGY HARVESTING APPARATUS WITH REPLACEABLE ENERGY CONVERTER,"The invention discloses a floating wind energy harvesting apparatus with a replaceable energy converter. The present invention relates to a floating VAWT comprising a wind turbine body having a lowerbody portion and an upper body portion; at least one blade attached to the upper body portion for converting wind energy to rotation of the wind turbine body; and an energy converter attached to the wind turbine body for converting the rotation of the wind turbine body to electrical energy. The energy converter comprises first energy converter part, and a second energy converter part to be kept relatively stationary in relation to the first energy converter part. The energy converter is attached to the wind turbine body by means of a first releasable mechanical coupling between the first energy converter part and the lower body portion of the wind turbine body, and a second releasable mechanical coupling between the first energy converter part and the upper body portion of the wind turbinebody.",2016,B63B  35/003; F03D   7/06; F03D   9/25; B63B2035/446; F03D   3/065; F05B2220/706; F05B2240/95; H02K   7/102; H02K   7/18; H02K   7/183; F03D  80/50; F03D   3/005; B63B  35/44; Y02P  70/523; B63B  81/00; F03D  13/25; F05B2230/80; B63B  71/00; F03D   3/06; F05B2230/6102; Y02E  10/727; Y02E  10/74
490472972,CN201710814723,Novel installation method for offshore equipment,"The invention discloses a novel installation method for offshore equipment. According to the main technical means of the novel installation method, two ships are used in cooperation; when the two ships sail to the respective destinations, a gantry crane type hoisting operation platform with an automatic lifting function is set up rapidly; after completion of operation, the two ships are separatedand return to work respectively or continue work. Through the novel installation method for the offshore equipment, a crane boom in an existing mounting method is turned from a cantilever state into atwo-end supporting state, the stress condition of the crane boom is improved, and the function of the overturning moment is avoided; the operation stability and reliability of hoisting equipment areenhanced. Moreover, the two ships independently sail to the destinations and then are rapidly connected. The maneuverability is good. The efficiency is high. After completion of installation work, thetwo ships are disassembled and then can return to work respectively or continue work. The novel installation method has high flexibility and has no influence on independent work of the ships. The utilization rate of the ships is maximized. The operation cost is further reduced.",2017,F03D  13/10; Y02B  10/30; Y02E  10/72
490480804,CN201710934513,Wind power generation virtual impedance control method in offshore platform wind-solar storage DC power supply system,"The invention relates to a wind power generation virtual impedance control method in an offshore platform wind-solar storage DC power supply system. An introduced algebraic expression determined by avirtual impedance coefficient is subtracted from output of a current controller of a rectifier to change a control strategy of the rectifier, thereby changing an equivalent model for a generator stator side and the rectifier. The method is achieved through a power loop and a current loop and through voltage vector orientation, coordinate system transformation and coordinate system decoupling methods. The wind power generation virtual impedance control method in the offshore platform wind-solar storage DC power supply system provided by the invention is applied to an offshore platform DC powersupply system; an adaptive change of input side impedance of the rectifier is achieved through the control strategy; the influence of power oscillation caused by intermittent sea breeze on DC bus voltage is reduced; and the wind power generation virtual impedance control method has the advantages of being simple in control algorithm, small in output current ripple and wide in application prospect.",2017,H02P  21/14; H02J   1/02; H02J   1/12
490675017,KR20170036860,An apparatus for lifting marine wind plant,Provided is an apparatus for lifting a long assembled wind power generator. The lifting apparatus of the present invention comprises: a main frame (10) having a predetermined height and supported on a ship; a lower clamp (22) having a first clamping unit for clamping a lower portion of a tower of the wind power generator; a lower clamp frame (20) for supporting the lower clamp and supported on the main frame to be able to move upward and downward; an upper clamp supported above the lower clamp frame by the main frame and having a second clamping unit for clamping an upper portion of the wind power generator; a fixing unit for fixing the lower clamp frame at a desired position of the main frame; and a lifting unit lifting the lower clamp frame on the main frame. The lower clamp frame (20) is formed to be vertically movable on the main frame in a state in which a guide rail vertically installed on the front side of the main frame is in a guide groove of the lower clamp frame. The fixing unit is installed in the guide groove and clamps the guide rail to be maintained at the position by a rail clamp and the lifting unit includes a winch (50).,2017,F03D  13/25; B66C  23/185; B66C  23/18; Y02E  10/727
490701116,US201715722105,"Seaworthy, watertight, floatable container for an offshore wind turbine maintenance program","A container for maintenance capsule as a component of a maintenance system for an offshore wind turbine maintenance program. The container transports tools, parts and maintenance personnel to and from respective wind turbine towers. The container is seaworthy, watertight and floatable, and can be loaded on a maintenance vessel which carries the container to and from a wind turbine tower.",2017,B63B  23/28; B63C   9/03; E02B  17/00; B66C  23/207; E02B2017/0091; B63B  27/10; B63C   9/06; B66C  11/12; F03D  13/20; F03D  13/25; F03D  80/50; B63B  27/32; B66B   9/187; B63C2009/035; B66C  23/18; B66C  23/20; E02B  17/0034
490756835,JP20160160002,FLOOR-LANDING TYPE FOUNDATION AND CONSTRUCTION METHOD OF FLOOR-LANDING TYPE FOUNDATION,"PROBLEM TO BE SOLVED: To provide a floor-landing type foundation and a construction method of the floor-landing type foundation capable of reducing weight of a foundation structure member of requiring suspension and the movement in installation construction, and also easily installable-constructible so as to become a desired installation attitude and a height position.SOLUTION: In a floor-landing type foundation having a gravity type foundation 12 provided on a rubble mound and a jacket 14 installed on the gravity type foundation 12, the gravity type foundation 12 is integrally provided with a connecting sheath pipe 12B having an inner space part of opening at least an upper part, and the jacket 14 comprises a leg 14A extending downward, and the leg 14A is inserted into the connecting sheath pipe 12B, and the leg 14A inserted into the connecting sheath pipe 12B is integrated with the connecting sheath pipe 12B into which the leg itself is inserted.SELECTED DRAWING: Figure 2",2016,E02D  27/52; F03D  13/25; Y02E  10/727
490757560,JP20170558778,????????????????????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2016,F05B2270/327; Y02E  10/727; F03D   7/0204; F03D   7/0224; F03D   9/11; F03D  13/30; F03D   7/04; F05B2270/107; Y02P  70/523; F05B2270/321; Y02E  10/723; F05B2240/95; F03D   7/026; F03D   7/0264; F05B2220/70642; F05B2230/60; H02P   9/00; F03D   9/255; F03D  13/10; F05B2220/7068; F05B2270/329; F03D   7/06; F05B2230/70; F05B2270/1032; F05B2270/328; Y02E  10/725
490944962,CN201711138378,Offshore wind power generation foundation capable of realizing self balance and wind turbine generator system,"The invention discloses an offshore wind power generation foundation capable of realizing self balance and a wind turbine generator system. The offshore wind power generation foundation comprises a floating platform, a photoelectric conversion device, a water supply hose and a self-balance mechanism; the self-balance mechanism comprises at least three self-balance modules; the self-balance modulescomprise floating bodies, water flow driving pieces, and balance arms provided with water jet channels; water inlets of the water jet channels communicate with the other end of the water supply hose;the balance arms comprise connecting ends and floating ends; the connecting ends are connected with connecting lugs; the floating bodies are arranged on the floating ends; and the water flow drivingpieces communicate into the water jet channels, and are electrically connected with a control device. The balance arms can obtain reactive force, generated by scouring force, to form lateral support on a fan foundation, so that the fan foundation realizes automatic gesture correction, the self-adaption adjustment of the balance state of a wind driven generator can be realized under the precondition of avoiding use of cables, and the overturning of the wind driven generator due to impact and influence from various limit loads such as oceans, currents, wind, waves and the like is prevented.",2017,F03D  80/00; Y02E  10/722; Y02E  10/727; H02J   7/35; F03D  13/25; H02S  10/12; B63B  35/00
490947265,ES20150745376T,InstalaciÛn de energÌa eÛlica flotante con una cimentaciÛn flotante y procedimiento para la instalaciÛn de una instalaciÛn de energÌa eÛlica semejante,"InstalaciÛn de energÌa eÛlica flotante con rotor a sotavento (10) con - una cimentaciÛn flotante (20), - una torre (30) dispuesta de forma solidaria en rotaciÛn sobre la cimentaciÛn flotante (20), - una unidad de conversiÛn de energÌa (50) dispuesta sobre la torre (30), que presenta un rotor (20) y que est· conectada de forma solidaria en rotaciÛn con la torre (30), y - al menos un elemento de sujeciÛn (60) que, discurriendo en la direcciÛn de barlovento, conecta la torre (30) o la unidad de conversiÛn de energÌa (50) con la cimentaciÛn (20), caracterizada porque - la cimentaciÛn (20) presenta tres brazos (20a, 20b, 20c), de los que un brazo (20a) es m·s largo que los otros dos brazos (20b, 20c), - los brazos (20a, 20b, 20c) est·n conectados entre sÌ en forma de Y y la torre (30) est· dispuesta sobre la cimentaciÛn (20) en la zona de conexiÛn (20d) de los brazos (20a, 20b, 20c) entre sÌ, y - el brazo m·s largo (20a), extendiÈndose en la direcciÛn de barlovento, est· conectado con la torre (30) o la unidad de conversiÛn de energÌa (50) mediante el elemento de sujeciÛn (60).",2015,B63B2001/128; B63B  21/26; B63B2035/446; F05B2240/95; B63B  21/20; F03D  13/25; F03D   1/0675; F03D  13/22; Y02E  10/727; B63B  35/44; B63B2021/203; F05B2240/93; Y02E  10/721; B63B  21/50; F03D  13/10; Y02P  70/523; F05B2230/60; B63B   1/125
490980537,ES20180000023U,Sistema y procedimiento captador de energÌa eÛlica y marÌtimo fluvial,"1. Sistema captador de energÌa eÛlica y marÌtimo fluvial utilizando turbinas de palas radiales flexibles y flotantes y ancladas al fondo del mar o de un rio, que comprende al menos una turbina o hilera de turbinas flotantes (1e, 1m) de palas radiales flexibles (2), sujetas y ancladas a unos bloques de hormigÛn (6) en el fondo del mar o rio mediante una o m·s cadenas (4) o cables, las cuales por la acciÛn del viento y la corriente de agua se direccionan constantemente a modo de veletas, los ejes de las turbinas se unen entre sÌ con cadenas (4e, 4m), cables o cuerdas y accionan generadores elÈctricos (3), compresores de aire o bombas hidr·ulicas.",2016,F03B  13/12; F03D   9/10; Y02E  10/72; B63B  35/44; Y02E  60/15
491001239,CN201720776931U,"Ability concatenate multichannel wave, morning and evening tides, ocean current, wind generator system are gathered to high efficiency","The utility model relates to an ability concatenate multichannel wave, morning and evening tides, ocean current, wind generator system are gathered to high efficiency, the carrier includes the bottomplate and is located gathering of bottom plate both sides can the deflector, and the upper surface at the bottom plate is installed to multi -functional flotation tank, and multi -functional flotationtank both sides are provided with at least one vertical horizontal shaft water -turbine storage tank respectively, and in horizontal shaft water -turbine located the horizontal shaft water -turbine storage tank, generating set installed on multi -functional flotation tank, and horizontal shaft water -turbine's output shaft passes through the driving medium and is connected with generating set. The utility model has the advantages of 1, float formula wave, morning and evening tides, currents power generation can all, showy storehouse can be regarded as to multi -functional flotation tank, shang mian installs power generation platforms, reduce cost by a wide margin, 2, seabed formula electricity generation, mainly used ocean current and tidal power generation. 3, at least, be provided witha multi -functional flotation tank, multi -functional flotation tank is equidistance, parallel arrangement each other, can form the concatemer. 4, can be used for wind power generation.",2017,F03D   9/25; F03B  11/00; F03B  13/12; F03D   3/04; F03B   3/18; Y02E  10/226; Y02E  10/223; Y02E  10/74
491007697,CN201720177038U,Marine wind power wave energy supporting platform,"The utility model discloses a marine wind power wave energy supporting platform adopts wind energy, wave energy and compressed air multipotency to mix the main pylon balance of adjusting passively. Including wind -powered electricity generation platform body, wave energy every single move ellipsoid, compressed air energy storage and central control unit. The platform body includes that main body,body support and balanced flotation pontoon, and main body supports for marine wind power carries donator buoyancy, and balanced flotation pontoon produces balance moment passively, and it is balancedthat wave energy every single move ellipsoid initiatively produces the balance moment cooperative regulating pylon, and the wave energy is caught in the every single move, compressed air energy storage includes the regulation and control of every single move ellipsoid device, high pressure gas tank and gas pitcher pressure stability mechanism, regulation and control wave energy every single moveellipsoid operating condition, central control unit is based on wind speed, wave and the platform side angle of elevation, decision -making platform balanced state and wave energy trapped state, implementation system monolithic stability. The utility model discloses effectively improve marine wind power system stability, mobility, promote the marine wind power scale to use.",2017,F03D  13/25; Y02E  10/727
491067448,CN201720649521U,Power transfer device and have this power transfer device's wind power generation equipment,"The utility model relates to a power transfer device and have this power transfer device's wind power generation equipment, this power transfer device include two mutual correspondences and parallel arrangement's bent axle, and arbitrary bent axle be driven bent axle for initiative bent axle, another bent axle, and rotatable or gliding first lasso is equipped with to fixed overlapping on arbitrarycrank pin of initiative bent axle, with same fixed cover is equipped with rotatable or gliding second lasso on the crank pin of the corresponding driven bent axle of crank pin of initiative bent axle, first lasso with fixedly connected with transmission hawser between the second lasso, the one end and first lasso fixed connection of transmission hawser, the other end and second lasso fixed connection, the initiative bent axle drives the synchronous rotary motion of driven bent axle through the transmission hawser. This power transfer device, pulling force transmission rotary motion and powerthrough the hawser, simple structure, the reliability is high, can the big moment of torsion of remote transmission, adopt this transmission's wind -force to start equipment, can reduce the weight andthe cost of pylon by a wide margin, reduce the installation and maintenance cost of fan, be adapted to offshore wind power generation very much.",2017,F03D  15/10; Y02E  10/722
491071779,CN201720599185U,Dynamic positioning system is used in marine wind power construction,"The utility model relates to a dynamic positioning system is used in marine wind power construction, the top of propeller is installed one and is connected the otic placode, and the on -board fixed mounting of hull has a base, and the connection otic placode passes through the axis of rotation and hinges on the base, the upset loop wheel machine is installed to the on -board of hull, the upset loop wheel machine includes the base of installing in the hull on -board, and the jar seat of hydro -cylinder articulates on the base, and the piston rod of hydro -cylinder is articulated mutually with the top of jib, and the bottom of jib is articulated mutually with the base, and the davit is installed on the top of jib, and a lifting hook is installed to the bottom of davit, above -mentioned lifting hook hook is arranged in on the outer housing shell body of propeller. The utility model relates to a dynamic positioning system is used in marine wind power construction, its propeller can overturn in order to avoid influence the navigation.",2017,B63B  21/50
491071934,CN201720599635U,Slip trolley system is used in marine wind power construction,"The utility model relates to a slip trolley system is used in marine wind power construction, the system includes track (2) of installing in hull (1) on -board, track (2) are gone up to slide and areprovided with slip trailer (3), install rotatory layer board (4) on slip trailer (3), rotatory layer board (4) include diaphragm (4.1) and riser (4.2), diaphragm (4.1) and riser (4.2) constitute L shape structure, and the junction of diaphragm (4.1) and riser (4.2) installs a pivot (4.3), and erect on slip trailer (3) this pivot (4.3), hoist engine (6) are installed to the on -board of hull (1), and the rope that twines on hoist engine (6) is on slip trailer (3). The utility model relates to a slip trolley system is used in marine wind power construction, the efficiency of construction is high.",2017,B63B  21/50; B66C  11/00
491095616,CN201720755729U,A monitoring device that is in milk under water for installation of marine wind power jacket,"The utility model discloses a monitoring device that is in milk under water for installation of marine wind power jacket, include and be connected fixed basic piling bar and the leading truck of beingconnected with basic piling bar with the seabed that be equipped with the camera subassembly in the position that leading truck and basic piling bar are connected, the camera subassembly passes through data transmission line connection to observation device on water. The utility model has the advantages of it is efficient, save time, it is swift, ensure grouting quality.",2017,E02D  13/04; E02D  27/52; E02D  13/06; E02D  27/42
491099799,CN201720691369U,Novel fixed wind energy integrated power generation system of wave energy,"The utility model provides a novel fixed wind energy integrated power generation system of wave energy, belongs to marine renewable energy utilization technical field. Link firmly the sleeve on the single pile of fan near the sea level, oscillating wave energy power generation facility is connected to the sleeve that is located near sea level through fastener, be equipped with two fastener on thesleeve, wave energy power generation facility includes that PTO catches can the system and the float, and the float symmetry sets up in single pile basis both sides, and the float passes through thehinge to the fastener, PTO catch can the system hinge in between float and the 2nd fastener to guarantee the perpendicular to float, PTO catches and can the system turns into the electric energy withlinear piston motion through linear generator, is connected with aerogenerator's power transmission system. This power generation system has improved the availability in sea area, has reduced construction cost and maintenance cost, and the current ripe fan technique of make full use of has promoted the business -like application of wave energy device, is a reliable marine renewable energy power generation platforms.",2017,F03B  13/18; H02K   7/18; Y02E  10/725; F03D  13/25; F03D   9/25; Y02E  10/38; Y02E  10/727
491125266,CN201720689445U,Partly directly drive wind generating set transmission system,"The utility model discloses a partly directly drive wind generating set transmission system, including wind wheel system, main shaft system, gear box, generator and shaft coupling, the main shaft system includes the two bearing arrangement of main shaft, counter flange and main shaft, and the wind wheel headtotail is at the axle head of main shaft, gear box and generator are integrated morphology,and including gear box, generator, gear box flange and sun gear, the main shaft system passes through the counter flange and the gear box flange is connected with the gear box, and the sun gear passes the hollow drive shaft of generator and the coupling joint that is located the generator rear end, outside wind carries and transmits for the generator through wind wheel system, main shaft system,gear box, shaft coupling. The utility model discloses can improve the rigidity of main shaft system and the reliability of gear box, compact structure, light in weight and reliability are high, transmission system designs the floating quantity of overload protection and the shaft current influence that has the shaft coupling can effectively solve the gear box, the compensated generator and the gear box error of centralization and gear box sun gear.",2017,F03D   9/25; Y02E  10/725; F03D  15/10; F03D  80/70; Y02E  10/722
491141533,CN201720849995U,From lift -type wind -powered electricity generation mounting platform octagon shell -and -plate spud leg structure,"The utility model provides a from lift -type wind -powered electricity generation mounting platform octagon shell -and -plate spud leg structure belongs to platform's technical field. A from lift -type wind -powered electricity generation mounting platform octagon shell -and -plate spud leg structure includes that weld crosswise becomes octagonal spud leg deflector and leg board to set up a plurality of layers of spud leg horizontal wall board and weld the vertical stiffener on the leg board in the spud leg wall body that encloses, set up horizontal stiffener on the spud leg horizontal wall board, set up the bolt hole on the spud leg deflector, the utility model discloses a with leg board and the weld crosswise of spud leg deflector, just it is 45 to weld the angle, has guaranteed the structural strength of spud leg in master control load to the construction degree of difficulty problem that system technology was brought of rolling up has been got rid of, the board that the spud leg deflector is greater than the leg board is thick, and the spud leg deflector all according to the atress selection, satisfies structural strength at hang down ascending thickness and material property with the leg board, prevents to weld the welding process problem that the shroud plate brought, does benefit to the simplification of structure, weight reduction, reduce cost.",2017,F03D  13/25; Y02E  10/727
491170258,CN201720781776U,Blade self preservation protects type wind power generation device,"The utility model discloses a blade self preservation protects type wind power generation device, it includes catches the mechanism by the wind -force of left blading and lobus dexter piece fabric one-tenth, left side blading and right blading pass through horizontal rotary drum axle (1) and connect and distribute about horizontal rotary drum axle central symmetry, the middle part of pivot is passed through differential mechanism (2) and is connected with vertical turning axis (3), vertical turning axis's bottom transmission is connected with motor (4), left side blading / right blading includes at least 2 cambered -surface -shaped blade (5) of using the horizontal rotary drum axle as centre of a circle evenly distributed, the center of cambered -surface -shaped blade is through well connecting rod (6) and horizontal rotary drum axle rigid coupling, one side of the skew axis of lunette blade pass through clearance fit side connecting rod (7) but with cup joint the epaxial hole enlargement mechanism rigid coupling at horizontal rotary drum, but the expansion of hole enlargement mechanism makes side connecting rod drive lunette blade deflect around its center when centrifugal forceincreases. The beneficial effects of the utility model are that change the windward side angle of blade through centrifugal force, avoid the impaired motor of blade to transship.",2017,G05D   3/12; Y02E  10/727; F03D   7/02; F03D  13/25; F03D   9/25; F03D   1/06; Y02E  10/721; Y02E  10/725; H02S  10/12; Y02E  10/723
491172379,CN201720833189U,Wind turbine generator system of flotation pontoon and applied this flotation pontoon,"The utility model discloses a wind turbine generator system of flotation pontoon and applied this flotation pontoon, the flotation pontoon is concrete structure including cylindricality barrel, the section of thick bamboo wall of barrel, and the inside homodisperse of concrete structure has graphite alkene and basalt fiber, and the inside still parcel of concrete structure has stainless steel bar,and stainless steel bar all is the axial interval distribution of annular and perpendicular to barrel including many principal rods and duo gen stirrup, principal rod along the circumference intervaldistribution of barrel, stirrup. Because the homodisperse has graphite alkene and basalt fiber among the concrete structure, and graphite alkene can improve concrete intensity, basalt fiber can improve the concrete cracking resistance, simultaneously because the flotation pontoon adopts stainless steel bar as the structural framework, and nonrust reinforcing bar is not only corrosion -resistant,but also has good mechanical properties, consequently the utility model discloses a flotation pontoon and wind turbine generator system have better corrosion resistance, durability and structural strength, can adapt to the operational environment that the marine atress condition is complicated, humidity is high, the salt fog is high.",2017,B63B  35/44; F03D  13/25; Y02E  10/727
491182070,CN201720333148U,Marine wind power steel pipe embedded rock pile,"The utility model relates to a marine wind power steel pipe embedded rock pile, including steel pile body, in inlaying rock depth extension's steel pile body length, the equidistant grout outlet of evenly arranging, be provided with one -way slip casting valve from inside to outside on the grout outlet, grout outlet outside parcel rubber packing ring. It is efficient to drive piles, and grout is abundant, and the pile lining can effectively combine convenient operation with rock -wall.",2017,E02D  27/42; E02D  15/04; E02D   5/38
491184134,CN201720405160U,A bionic grass device for scour prevention protection under water,"The utility model discloses a bionic grass device for scour prevention protection under water relates to marine wind turbine foundation scour prevention technical field. A bionic grass device for scour prevention protection under water, include: fixed knot constructs, fixed knot constructs for the ballast, is provided with artifical bionic grass unit on this ballast. The utility model discloses the phenomenon is erodeed because of covering marginal easy production of shielding scope to the measure of scour prevention under water that can solve among the prior art, and after coverings such as jackstone and sand bag were designed protective range by the seabed rivers towards bed off sea, the sea bed basis can receive the technical problem who seriously erodees the influence.",2017,E02D  31/06
491187374,CN201720556821U,Platform installation guider outside marine wind power basis,"The utility model relates to a platform installation guider outside marine wind power basis. The utility model aims at providing a simple structure, the convenient platform installation guider outsidemarine wind power basis of preparation to improve outer platform installation's efficiency and precision. The utility model provides a: a platform installation guider outside marine wind power basiswhich characterized in that: guider has the deflector and can be fixed in the connecting piece that pushes up the flange in the wind -powered electricity generation basis through bolted connection, formation is connected wholly with the connecting piece to the deflector, when this guider when the bolt fastening is on the flange of wind -powered electricity generation basis top, the deflector pushes up with the wind -powered electricity generation basis that the contained angle is alpha between the flange top surface, alpha is the acute angle. The utility model is suitable for an ocean engineering technical field.",2017,E02D  27/00; E02D  27/44
491187752,CN201720597430U,Type large -diameter single pile foundation structure is squeezed into to marine non -,"The utility model relates to a type large -diameter single pile foundation structure is squeezed into to marine non -. The utility model aims at providing a simple structure, construction convenience,the clear and definite type large -diameter single pile foundation structure is squeezed into to marine non - of atress aim at enlarging the basic application scope of large -diameter single pile, the marine efficiency of construction of wind turbine foundation structure under the improvement complex geological condition, and large -diameter single pile's horizontal bearing performance improves foundation structure construction convenience 0 under the make full use of rock texture base condition. The utility model provides a: a type large -diameter single pile foundation structure is squeezedinto to marine non -, is applicable to rock matter basis, its characterized in that: boring on rock matter basis and being equipped with drilling, drilling interplantation goes into large -diameter single pile, and the large -diameter single pile bottom is through back cover bottom sealing by concreting under water, large -diameter single pile outer wall and drilling between the pore wall clearance fill have through preassemble in the grouting material that the interior grout system of large -diameter single pile injected. The utility model is suitable for a trades such as marine wind power.",2017,E02D   5/40; E02D  15/06
491189455,CN201720595092U,Marine rock strike -on type large -diameter pile structure of boring,"The utility model relates to a marine rock strike -on type large -diameter pile structure of boring. The utility model aims at providing a simple structure, construction convenience's marine rock strike -on type large -diameter pile structure of boring to improve the efficiency of construction, reduce construction cost. The utility model provides a: a marine rock strike -on type large -diameter pile structure of boring, is applicable to from top to bottom in proper order for the loose ground that covers soil layer, closely knit soil layer and rock layer, is equipped with on the ground and extends to the intraformational stake hole of rock, the downthehole steel -pipe pile of squeezing into of stake, the stake hole from top to bottom is divided into the closely knit soil layer section of the loose ground interval that corresponds loose cover soil layer, corresponding closely knit soil layer in proper order and corresponds the rock interval on rock layer, and wherein the loose ground interval does form behind the steel -pipe pile pile sinking, closely knit soil layer section and rock interval are with pile sinking in loose cover soil layer the steel -pipe pile forms after creeping into capable hole to closely knit soil layer and rock layer for the construction passageway. The utility model is suitable for a marine wind power and other ocean engineering technology fields.",2017,E02D  27/42; E02D  27/44; E02D  27/52; E02D   5/50; E02D   7/02
491193084,CN201720246512U,Marine wind power single pile basis scour prevention sleeve,"The utility model discloses a marine wind power single pile basis scour prevention sleeve, including anti - segmental arc sleeve, the section of burying sleeve, first annular stiffening rib and two ring shaped stiffening rib, the utility model discloses a telescopic arc structure of anti - segmental arc is adjusted the water flow direction and the velocity of flow, and the energy that is washed away through the reduction pile foundation reduces stake zhou tuti by washout degree, the utility model has the advantages of simple structure, can realize land fabrication, installation steps are simple, and after the pile foundation installation, the soil body is sunk to with this scour prevention cover barrel casing in pile head, utilization dead weight to the directness, and the convenience is constructed, can save pile foundation erosion protection's construction cost greatly.",2017,E02D  27/42; E02D   5/60; E02D  31/00; E02D  27/52
491196456,CN201720626389U,High -power vertical axis multi -wind can integrative stack system of box -like electricity generation cone pulley building of group,"High -power vertical axis multi -wind can integrative stack system of box -like electricity generation cone pulley building of group belongs to vertical axis wind power generation technical field. Bigempty axle and with big empty axle as an organic whole, arrange that gyro wheel and mechanical guide rail and magnetism float the bottom plate of guide rail, be the gyro wheel and mechanical guide rail and magnetism float the main wind wheel that the guide rail is rotatory, comprise main fan blade along two above guide rails, the planet wind wheel that is connected with wind wheel support greatlythrough upper and lower cantilever beam (truss) and arrange the vice fan blade between upper and lower cantilever beam (truss), the ring gear is arranged to main wind wheel inboard, and actuator arranges the generator electricity generation in big empty axle (main shaft) outer wall computer lab, the planet wind wheel is arranged in the generator electricity generation of its below except that independent rotatory draging, still can be draged the electricity generation of main wind wheel as the auxiliary power of main wind wheel.",2017,F03D  13/10; F03D   9/25; Y02E  10/74; F03D   3/00; Y02B  10/30
491270927,CN201720480955U,Breed and equip based on offshore wind power generation machine basis,"The utility model relates to a breed and equip based on offshore wind power generation machine basis, including aerogenerator pillar and aquaculture net case, the aerogenerator pillar is built and islocated marinely, and on the aerogenerator pillar was installed in the coupling of aquaculture net case, the etting of aquaculture net case enclosed to close along the aerogenerator pillar and forms the mariculture region. The utility model discloses combining the capital construction equipment and the marine culture in net cage of offshore wind power generation machine, being favorable to reducing the capital construction cost, the existence on aerogenerator basis is favorable to plant's environment of formation ideal, is of value to the improvement and breeds income soft breeze electric field sea area comprehensive benefit, in addition, through laying the aquaculture net case basic the combination with wind power generation, can play the good effect that coordinated development was bredto marine green wind energy, marine ecology improvement and intensification facility.",2017,A01K  61/60; F03D  13/25; Y02E  10/727; Y02P  60/64; Y02A  40/826
491298519,CN201720827461U,Crab -bolt wind turbine foundation,"The utility model discloses a crab -bolt wind turbine foundation, including the annular reinforced concrete foundation of cavity circle, locate the concrete foundation bed course of reinforced concrete foundation below, locate reinforced concrete foundation's prestressed anchor, prestressed anchor encircles and distributes in reinforced concrete foundation, prestressed anchor is equipped with ringflange and lower flange dish, installation space is reserved to the lower flange dish, installation space is the annular and sets up on reinforced concrete foundation, and be linked together with reinforced concrete foundation's hollow portion, the reinforced concrete foundation periphery has a plurality of supplementary bases through steel bar connection. The utility model provides a crab -boltwind turbine foundation, simple structure, simple to operate through install all around supplementary basis additional at reinforced concrete foundation, can effectively increase crab -bolt wind turbine foundation's stability, and reinforced concrete foundation need not to possess the stability that the fan just can be guaranteed to a lot of areas, and the quantity of concrete significantly reduces, has practiced thrift the material, and the cost is lower.",2017,E02D  27/44
491307230,CN201720703670U,Wind stores up offshore wind farm who mixes,"The utility model discloses a wind stores up offshore wind farm who mixes, it includes offshore wind turbines, marine wind stores up booster station, middling pressure submarine cable, high pressure submarine cable and high -voltage switch on the bank stand, marine wind stores up booster station including assembling the generating line, second grade step up transformer, the high pressure generating line, energy storage system and reactive compensation system, offshore wind turbines is connected to the generating line that collects that marine wind stored up booster station through middling pressure submarine cable, energy storage system and reactive compensation system also be connected to and collect the generating line, the generating line that collects that marine wind stored up boosterstation is connected to high -pressure generating line through second grade step up transformer, the high pressure generating line is connected to high -voltage switch station on the bank through high -pressure submarine cable, the high -voltage switch station is with the electric wire netting is continuous on the bank. The utility model discloses a mode that wind turbine generator system and energy storage system combined together realizes wind -powered electricity generation, energy storage and reactive compensation system's coordinated control, has solved the problem that the active powerof marine wind power system is undulant and reactive voltage adjusts, has promoted the security that marine wind power was incorporated into the power networks.",2017,Y02E  10/763; H02J   3/18; Y02E  40/30; H02J   3/38
491312807,CN201720413106U,Article font piling bar basis of marine wind power engineering,"The utility model discloses an article font piling bar basis of marine wind power engineering, including three squeeze into appointed sea area, be the piling bar that article font distributes, emboliathe mount and immerse the seabed on three piling bars, embolia layer board, stake outer sleeve on the every piling bar in proper order, the layer board immerses marine pressure on the mount, the stake outer sleeve was connected gradually and is constituted by a sleeve bottom festival, a plurality of sleeve standard festival, a sleeve top festival, the sleeve bottom festival of stake outer sleeveis pressed on the layer board, is connected with a fan tower section of thick bamboo on the sleeve top festival of stake outer sleeve. The utility model discloses a separation of superstructure's vertical load, vertical load and horizontal loading is not undertaken to three piling bars for the diameter and the length of piling bar can reduce greatly, and pile body weight reduces greatly, and eachsingle component weight is less relatively, need not large -scale lifting by crane and transportation equipment, makes things convenient for the construction operation.",2017,E02D  27/42
491314119,CN201720438875U,Device for connecting marine wind power single pile basis and outer platform,"The utility model discloses a device for connecting marine wind power single pile basis and outer platform belongs to offshore wind turbines construction technical field. The device includes single pile basis (1), outer platform (2) and cover cage (3), and the outside cladding on single pile basis (1) has set cage (3), and the top of cover cage (3) is fixed with outer platform (2), and cover cage(3) is including cover cage collar tie beam (4) and cover cage pole setting (5). The device still includes loop forming element (6) and coupling mechanism (7), and circling in outer wall week of (1) of single pile basis is equipped with loop forming element (6), and the bottom of cover cage collar tie beam (4) is equipped with coupling mechanism (7), and loop forming element (6) are fixed throughbolt (10) with coupling mechanism (7). The utility model discloses need not consider the directionality on single pile basis (1) when making pile, shorten single pile basis (1) time of adjusting wellof travel direction at sea, improve the efficiency of construction, practice thrift construction cost.",2017,E02D  27/12; E02D  27/42; E02D  27/52
491314315,CN201720413532U,Marine wind power engineering jacket basis,"The utility model discloses a marine wind power engineering jacket basis, including the central piling bar of squeezing into appointed sea area, central piling bar embolias limiting plate, collet, stake outer catheter frame equipment festival outward in proper order, and the limiting plate is along the gliding of central piling bar and contact the sea bed, the stake outer catheter frame equipmentfestival was connected gradually and is constituted by jacket bottom festival, a plurality of jacket middle section, jacket top festival, and the collet is lived to the jacket bottom end pressure coming festival, and festival upper end in jacket top is connected with a fan tower section of thick bamboo. The utility model discloses the separation of vertical load, vertical load and horizontal loading is not undertaken to the center piling bar for the diameter of center piling bar can reduce with length greatly, need not large -scale lifting by crane and transportation equipment, and the verticality of jacket is automatic satisfied under the restraint of central piling bar, does not need to carry on repeatedly the levelness leveling, and the construction flow and the construction degree of difficulty significantly reduce.",2017,E02D  27/42; E02D  27/52
491322179,CN201720911182U,Floating type fan foundation,"The utility model discloses a floating type fan foundation, including floating a section of thick bamboo (11), the level is to connecting piece (13), it is vertical to connecting piece (10) and mounting (9), it has first semicircular cylinder (1) and second semicircular cylinder (4) to float a section of thick bamboo (11), be provided with an arc -shaped drum (3) and the 2nd arc -shaped drum (6) between first semicircular cylinder (1) and second semicircular cylinder (4), be provided with circular bead triangular hole I (8) between first semicircular cylinder (1) and an arc -shaped drum (3) and the 2nd arc -shaped drum (6), be provided with circular bead triangular hole II (5) between second semicircular cylinder (4) and an arc -shaped drum (3) and the 2nd arc -shaped drum (6), the centreof an arc -shaped drum (3) is provided with circular bead triangular hole III (2), the centre of the 2nd arc -shaped drum (6) is provided with circular bead triangular hole IV (7), the stability on this basis can be strong, should not take place to destroy, adaptability to deep water is strong.",2017,F03D  13/25; E02D  27/42; Y02E  10/727; E02D  27/44; E02D  27/52
491337470,CN201720875750U,A prevent biological anchorage device for marine wind power basis steel -pipe pile,"The utility model relates to a prevent biological anchorage device for marine wind power basis steel -pipe pile, establish the casing on the tubular pile including the cover, the casing includes the protective layer and sets up the skeleton at the protective layer medial surface, be provided with buoyancy block in the protective layer, the skeleton inboard is provided with carries out abluent brush to the tubular pile, buoyancy block density is less than sea water density, the shape of buoyancy block, brush and the shape looks adaptation of skeleton, the skeleton includes a plurality of ARC unit, and ARC unit's both ends are provided with flange, the last screw that is provided with of flange, and adjacent ARC unit is fixed through flange and bolted connection, buoyancy block sets up the matcoveredn outward, the utility model discloses following beneficial effect has: simple structure, it is convenient that reasonable in design, ann change the dismantlement change, and along with the sea water dipping and heaving, the automatic clear falls the sea biology and by materials such as the protein attached to secretion on the tubular pile, polysaccharide, destroys its base film, the unable formation of the biological adnexed condition in messenger sea, extra large biotic adhering to of suppression.",2017,E02D  27/52; E02D   5/28
491363770,CN201720586311U,A pile foundation structure for marine wind power device,"The utility model discloses a pile foundation structure for marine wind power device, including outer pile sleeve and interior pile body, outer pile sleeve lower extreme is equipped with the pointed end of breaking ground, and be equipped with among the outer pile sleeve at the most advanced place of breaking ground and accomodate the groove, outer pile sleeve outside array distribution has a plurality of backup pad, and the backup pad is V -shaped plate, and backup pad and outer pile sleeve welded fastening are close to the most advanced external side ring of stud that breaks ground and are equipped with the anti drag ring, subtract the convex groove of group's ring, be equipped with the mounting hole in the outer pile sleeve, the cross -section of installation cavity is the rectangle, and sliding fit has interior pile body in the mounting hole, and it is most advanced that interior pile body lower extreme is equipped with the guide, the most advanced triangular prism that is of guide, installation cavity left and right sides symmetry is equipped with the flexible slide opening of the equidistant setting of a plurality of, and sliding fit has extensible sliding rod in the flexibleslide opening, and the outer tip of extensible sliding rod is equipped with palus portion, and the tip is equipped with guide ball in the extensible sliding rod, the utility model is simple and reasonable in structure, having increased the area of contact of device with ground, having improved the fastness of device, the practicality is strong.",2017,F03D  13/25; Y02E  10/727
491379752,CN201720369216U,Distributed generation unit based on multiple energy is complementary,"The utility model provides a distributed generation unit based on multiple energy is complementary, including solar photovoltaic power generation system, wind power generation system, fuel cell powergeneration system and ocean thermal power generation system during constitutes, solar photovoltaic power generation system and wind power generation system's output meets and constitutes power electric wire netting source, the required electric energy of fuel cell power generation system and ocean thermal power generation system operation is provided by power electric wire netting source, the output termination external power grid of fuel cell power generation system and ocean thermal power generation system. The utility model discloses putting multiple new forms of energy organically together, constituting distributed electrical power production system, this system has not only realized the complementary comprehensive utilization in multipotency source, has improved renewable energy utilization and has rateed, has solved the environmental pollution and energy problem in short supply, has higher stability and reliability in addition.",2017,Y02E  10/563; Y02E  10/763; H02J   3/38
491384130,CN201720562386U,Common mode current inhibitor and aerogenerator,"The utility model belongs to the technical field of wind power generation, specifically speaking relates to a common mode current inhibitor and aerogenerator, and the common mode current inhibitor includes the casing, and the casing includes the aluminum hull, the aluminum hull include the bottom plate, the lock is installed in the mounting cup of bottom plate upside, mounting cup and bottom platesealing connection are in order to constitute the seal installation chamber, the left and right sides in seal installation chamber is equipped with the power supply cable respectively and penetratesor wear out the opening of connection, and six solenoid along axis interval setting are installed to the seal installation intracavity, and it has the insulating pad to fill in the clearance between the adjacent solenoid. Common mode current inhibitor in this application is installed solenoid in aluminium system casing to pack insulating material at the seal installation intracavity, with insulated isolation respectively between the adjacent solenoid and/or between solenoid and the casing, in order to eliminate the potential safety hazard that mutual contact led to the fact.",2017,Y02E  10/76; H01F  27/24; H01F  27/30; H02M   1/12
491418297,CN201720481876U,Over -and -under type box with a net based on marine fan composite cylinder type basis,"The utility model relates to an over -and -under type box with a net based on marine fan composite cylinder type basis, including the basic base station of cylindric composite cylinder type, the aerogenerator pillar, aquaculture net case and support frame, the base station is built and is located on the sea bed, the pillar is built and is located on the base station, support frame fixed mounting is on the aerogenerator pillar, be equipped with a plurality of vertical guide lines along circumference between support frame and the cylindric composite cylinder type basis base station, the aquaculture net case can slide from top to bottom the ground encapsulation on the aerogenerator pillar and be located the below of support frame, the side and the guide line of aquaculture net case are connected, be equipped with draw gear on the aerogenerator pillar, the aquaculture net case pulls through draw gear and reciprocates along the aerogenerator pillar. The utility model discloses combining over -and -under type box with a net facility and marine composite cylinder type aerogenerator capital construction, improving the box with a net and resist exposed waters wind, wave, stream ability, especially avoid the ability of typhoon, reduce the capital construction cost, improve the income, stable in structure reduces the damage, keeps the box with a net plot ratio.",2017,Y02A  40/826; Y02P  60/64; A01K  61/60; F03D  13/25; Y02A  40/828; A01K  61/65; Y02E  10/727
491419870,CN201720481908U,Drag -line box with a net based on marine fan composite cylinder type basis,"The utility model relates to a drag -line box with a net based on marine fan composite cylinder type basis, including the basic base station of cylindric composite cylinder type, aerogenerator pillarand aquaculture net case, the base station is built and is located on the sea bed, the pillar is built and is located on the base station, circular shape top support and the fixed annular etting to the top support of last reason are drawn together to the aquaculture net case and bag, the last mesa of annular etting and base station encloses to close and forms the mariculture region, the top support is fixed on the pillar through radial mounting, the aquaculture net case is through a plurality of cable tractives along the even setting of circumference, the upper end of cable is fixed with the pillar, the middle part is connected with the top support and the annular etting of aquaculture net case, the last mesa at the base station is fixed to the lower extreme. The utility model discloses realizing drag -line box with a net and marine composite cylinder type aerogenerator capital construction combination, improving the box with a net and resist the exposed waters stormy waves ability that flows, reduce the capital construction cost, improve the income, stable in structure reduces the damage, keeps the box with a net plot ratio, plays the effect of breeding the consonance developmentin ecological environment improvement and offshore sea area.",2017,A01K  61/65; Y02P  60/64; A01K  61/60; F03D  13/25; Y02A  40/826; Y02A  40/828; Y02E  10/727
491436458,CN201720766890U,Wind power generation impeller,"The utility model discloses a wind power generation impeller, including wheel hub and blade, wheel hub's center is provided with the wind wheel axle, wheel hub's anchor ring is provided with the looping -in groove, the welding of looping -in inslot has a plurality of fixed blocks, adjacent two distance between the fixed block equals, the blade has multi -disc, multi -disc blade one -to -one fixedconnection is a plurality of on the fixed block, the blade with be detachable connection structure between the fixed block, the blade with the wind wheel axle is perpendicular. The utility model discloses in, be detachable connection structure between blade and the wheel hub, can install the blade of different quantity according to the experiment demand on same wheel hub many times to can obtain the experiment parameter of the different numbers of blade, the scope of experiment is wider.",2017,F03D   1/06; Y02E  10/721
491449388,CN201720995151U,Anchor of wind turbine foundation ring,"The utility model relates to an anchor of wind turbine foundation ring, the anchor sets up on basic ring side wall, include: the screw rod, it passes basic ring side wall, it is fixed through the nutbetween screw rod and the basic ring side wall, the anchor slab, it sets up the the end part of the screw rod of basis ring side wall both sides, the screw rod passes the anchor slab, just it is fixedthat the anchor slab passes through the nut. Anchor of wind turbine foundation ring has solved foundation ring number of holes's restriction, can more effectively link together better assurance windturbine foundation's stability and reliability with the foundation ring with wind turbine foundation simultaneously.",2017,E02D  27/42
491485096,CN201720455666U,Wind turbine foundation ring anchor structure,"The utility model discloses a wind turbine foundation ring anchor structure, it includes lower flange, screw rod and the lower part anchor slab more than three or three, the basis inside and outside both sides of steel loop lower flange is opened has the hole that is used for wearing the screw rod, the lower part anchor slab is connected through both sides lower flange top surface inside and outside the screw rod of the even number more than two or two and the basic steel loop, and the restraint is not done to screw rod and lower flange bottom surface, and the lower flange only transmits the pulling force to the screw rod and transmit pressure not promptly. The utility model discloses owing to be equipped with the lower part anchor slab in the lower flange lower part, the effectual anchordegree of depth that has improved the foundation ring, anti - pulling capacity is stronger, and the uplift force who bears lower flange upper portion that can be fine turns into the anchor slab to thepressure of the concrete on upper portion, and the concrete atress is more even, avoids the emergence that lower flange upper portion concrete takes place fatigue failure, avoids the fan to take place to topple destruction under extreme extreme condition.",2017,E02D   5/74; E02D  27/44; E02D  27/42
491492226,CN201720738105U,A pile follower ware for marine wind power pile foundation is pile sinking under water,"The utility model discloses a pile follower ware for marine wind power pile foundation is pile sinking under water, a pile follower ware for marine wind power pile foundation is pile sinking under water, its characterized in that: including the pile follower pipe, the pile follower is managed including direction pipeline section and main part pipeline section, the direction pipeline section has anannular step face that exceeds direction pipeline section surface with the position that the main part pipeline section combines, it is intraductal that the direction pipeline section can insert thepiling bar, and pass through the step is squeezed into the piling bar pipe in the face of the punching press of the pipe end face of piling bar pipe. The design of this pile follower ware is the engineering quality in order to improve pile foundation construction under water, reduces the underwater cutting process to finally guarantee the engineering quality of pile foundation construction under water, the cost of labor can also significantly reduce.",2017,E02D  27/42; E02D  13/10; E02D  27/52
491513270,CN201721043673U,Fairway buoy floats,"The utility model relates to a fairway buoy floats, supporting seat pass through spout swing joint on the base, and the deflector makes windmill blade and screw all the time in the face of the windward side, and when wind -force is great, windmill blade drives bevel gear I and rotates, and bevel gear I and II meshing transmissions of bevel gear, bevel gear III and IV meshing transmissions of bevelgear, bevel gear IV drive screws and rotate thrust unit and go forward down with the wind, and the thrust of screw reaches the balance with the thrust of wind, and messenger's fairway buoy does not take place to squint. I equal fixed connection of windmill blade and bevel gear is on axostylus axostyle I, and axostylus axostyle I is connected on the bracing piece through the bearing, and deflectorfixed connection is on the bracing piece, and bracing piece fixed connection is on the supporting seat. Bevel gear II and III fixed connection of bevel gear are on axostylus axostyle II, and axostylus axostyle II is connected on the supporting seat through the bearing, and supporting seat swing joint is on the base, and the bull stick passes through the bearing to be connected on the support, andbevel gear IV and screw fixed connection are on the bull stick, and the anchor is the lower extreme of fixed connection at the base.",2017,B63B  22/16
491515842,CN201720514774U,Marine observation machine people,"The utility model provides a marine observation machine people, its characteristics are: the hull subassembly includes the main ship body, solar electric system and the steady subassembly of hull, drive arrangement includes that the main ship body acquires the sail subassembly of power, control main ship body windward angle's the wind rudder subassembly and the water rudder subassembly in controlmain ship body course, communication system includes communications array, GPS and controller. Direct drive power is regarded as with the wind energy to the main ship body, and wind rudder subassemblyis used for adjusting the windward angle that the sail is in favourable navigation, and the water rudder component control main ship body turns to, and the locating information that the controller isused for utilizing communication system realizes independently cruise control of marine observation machine people to along the desired trajectory navigation. Transmit the ground satellite station bythe controller to through the various hydrological information that communication system will detect the pickup assembly acquisition. Do not need self to carry the energy and drive, have better mobility and duration.",2017,B63H   9/04; B63B  35/00; G05D   1/02; G08C  17/02; H02J   7/35
491521098,CN201720799574U,Marine shock -absorbing structure for pylon,"The utility model discloses a marine shock -absorbing structure for pylon, including pylon section of thick bamboo wall, stiffening plate, supporting round bar steel, backup pad and damping device, beequipped with a trompil on the pylon section of thick bamboo wall, the stiffening plate welds in the trompil, stiffening plate center welding supporting round bar steel, the last backup pad that is equipped with of supporting round bar steel, install damping device in the backup pad. Use shock -absorbing structure on the pylon after, through stiffening plate and damping device, the effectual vibrations that produce when having mitigateed the operation of equipment such as unsteady flow cabinet are to the influence of pylon, the security that has improved fan operation greatly.",2017,F03D  80/00; F03D  13/25; Y02E  10/722; Y02E  10/727
491523054,CN201720799573U,High -power offshore wind power generation unit single pile basis integrated form major structure stop device,"The utility model discloses a high -power offshore wind power generation unit single pile basis integrated form major structure stop device, including last collar tie beam, lower collar tie beam, thefixed collar tie beam of sacrificial anode, sacrificial anode, collar tie beam spliced pole and the stop device of falling the U -shaped, go up the collar tie beam and pass through collar tie beam spliced pole welded fastening with lower collar tie beam, sacrificial anode fixes under between collar tie beam and the fixed collar tie beam of sacrificial anode, the fixed collar tie beam of collar tiebeam and sacrificial anode passes through a plurality of stand welded fastening down, stop device of falling the U -shaped and lower collar tie beam bottom surface welded fastening. Simple, stable, the easily preparation of this limit device structure, simultaneously and other fitting -out spares form integrated forms design, through integrated form main part structural weight will the stop device of falling U -shaped pressure -bearing on the last bracket of single pile basis main part to reach fixed spacingly, prevent that wind generating set single pile basis integrated form major structurefrom centering on single pile footing rotation under the effect of external force.",2017,E02D  27/42
491531255,CN201720878502U,Draw marine fan floating foundation of cable wire to one side,"The utility model discloses a draw marine fan floating foundation of cable wire to one side, it is including the three fixed flotation pontoon that is the equilateral triangle distribution, with the flotation pontoon that bears the weight of that lies in the positive centre of three fixed flotation pontoon, three fixed flotation pontoon with bear that the jacket joins together for the flotation pontoon, it is three fixed flotation pontoon all uses the anchor of rustless steel chain strip on the sea bed, it installs fan tower section of thick bamboo transition on the flotation pontoon to bear,install a tower section of thick bamboo on the fan tower section of thick bamboo transition piece, the wind wheel is installed to tower bobbin top end, it is less than blade apex coupling assembling bottom to install the position on the tower section of thick bamboo, coupling assembling and three fixed flotation pontoon is respectively through three cable wire fixed connection. The utility model has the advantages that: fix three cable wires on coupling assembling and fixed flotation pontoon, the moment of flexure fan tower section of thick bamboo transition that has reduced fan tower sectionof thick bamboo transition and born the flotation pontoon junction and the size reduction who bears the flotation pontoon junction, the reduction of tower section of thick bamboo diameter has reducedengineering cost.",2017,E02D  27/52; E02D  27/06; Y02E  10/727; E02D  27/42; F03D  13/25
491531579,PT20130872167T,METHOD FOR MAINTAINING FLOATING WIND-POWER GENERATION DEVICE,NULL,2013,F03D   7/0264; B63B2001/044; F03D   7/02; F03D   7/042; F03D  13/25; Y02E  10/727; B63B  21/50; B63B2001/128; B63B2035/446; F03D  13/10; F03D  13/40; F03D   9/25; B63B  35/44; F03D   9/255; F03D   9/28; F05B2240/95; Y02E  10/725; B63B  39/03; F03D  80/50; B63B   1/107; B63B2021/505; F03D   9/32; F05B2240/93
491535058,CN201720481489U,Rigid support box with a net based on marine fan composite cylinder type basis,"The utility model relates to a rigid support box with a net based on marine fan composite cylinder type basis, including the basic base station of cylindric composite cylinder type, aerogenerator pillar and aquaculture net case, the base station is built and is located on the sea bed, the pillar is built and is located on the base station, the top support is drawn together to the aquaculture net case and bag, rigid support pole and etting, the rigid support pole evenly sets up along the side of aquaculture net case, the upper end of rigid support pole is fixed with the top support, the lower extreme is fixed on the base station, the fixed top support that arrives in etting upper end, regard as the circumference skeleton to enclose to close the side that forms the aquaculture net case and enclose to close with the last mesa of base station and form the mariculture region with the rigid support pole, the top support is installed on the aerogenerator pillar through radial support mounting. The utility model discloses combine rigid support formula culture in net cage with marine composite cylinder type aerogenerator capital construction, reduce the capital construction cost, improve the income, and the mounting structure between the aerogenerator basis is stable, reduce the box with a net and damage.",2017,A01K  61/60; F03D  13/25; Y02P  60/64; Y02A  40/826; Y02E  10/727; E02D  27/42
491537078,CN201720627596U,Marine wind energy conversion system protector with fractal structure,"According to the utility model relates to a marine wind energy conversion system protector with fractal structure including the protection spheroid, should protect and be provided with the through -hole that a plurality of perpendicular tos pass through the cross section of the centre of sphere on the spheroidal spherical shell face, and a plurality of through -holes are the settings of fractal mode. The application that fractal geometry learned also is imitative big natural phenomena, and fractal geometry scientific principle opinion all has a fine application in a lot of scientific domains,according to the utility model provides a protect spheroidal fractal mode symmetry in the cross section setting through the centre of sphere about the protection is spheroidal on the sphere of both sides, the setting of this structure has the striking of absorption energy, provides striking buffer protection's effect to marine wind energy conversion system.",2017,Y02E  10/722; F03D  80/00
491645113,KR20177023560,?? ??? ?? ?? ??? ?? ?? ? ?? ??,"? ??? ?? ??? ?? ??, ?? ??? ?? ??, ? ?? ??? ?? ???. ?? ??? ?? ??(PM) ?? ???, ?? ???, ?? ??? ???, ?? ?? ??? ??? ? ?? ??? ?? ????? ???? ?? ?? ????? ????. ?? ??? ??? ?? ?? ?? ?/?? ?? ??? ???? ?? ??? ?? ??????? ?? ???? ???? ??? ? ??. ?? ?, ?? ???, ?? ??? ???? ?? ?? ???? ?? ??? ????, ?? ??? ?? ????? ???? PM ?? ?????? ??? ?????? ???? ??? ??? ? ??.",2016,F05B2230/70; F03D   7/02; F05B2270/107; F03D   7/0204; F03D   7/026; F05B2220/70642; Y02E  10/723; Y02E  10/725; F05B2220/7068; F05B2270/1032; F05B2270/328; Y02P  70/523; F05B2240/95; F05B2270/321; F03D   7/0224; F03D   7/0264; F03D   9/11; F03D   9/255; F03D  13/30; F05B2230/60; F05B2270/327; F05B2270/329; Y02E  10/727
491653748,ES20160000791,"Tren de balanza de empuje para barco, aviÛn y otras m·quinas","El tren de balanza de empuje para barco, aviÛn y otras m·quinas, es un sistema formado por un cilindro cÛnico (2, 3) enfrentado a un plato (4) que se halla en el brazo derecho (5) de una balanza. Su brazo izquierdo (7) se prolonga en otro eje (15) dirigido hacia el fuselaje (1) del barco. El fulcro de la balanza se articula en el pivote lateral (6) de la rueda (9) que tiene dos ejes (10, 11). El eje (10), se fija por un extremo en el centro de la rueda (9), y, por el otro, se fija en el pivote lateral derecho del di·metro de la rueda (12). El eje lateral (11) de la rueda (9) se fija, por arriba, en el mismo pivote en donde se fija el eje central (13) de la rueda (12). La rueda (12) tiene otro eje (14) que toca el fuselaje (1).",2016,F03G   7/10; Y02E  10/70; Y02E  10/28; F03B  17/06; B63H   1/30
491654742,CN201711116097,Construction method of auxiliary platform,"The invention relates to a construction method of an auxiliary platform. The auxiliary platform is installed beside a fan bearing platform, the construction method comprises the steps that firstly, jackets are fabricated and assembled into a whole, and then the jackets are hoisted; secondly, four auxiliary piles are vertically inserted at four corner points of each jacket, and the four auxiliary piles are fixed in the corresponding jacket; and finally, the remained auxiliary piles are hoisted and piled, and the remained auxiliary piles are fixed on sleeves of the corresponding jacket. The construction method of the auxiliary platform is simple in construction procedure, and influence of wind and waves on construction of the fan bearing platform is effectively reduced, and the working efficiency of construction of the bearing platform is improved.",2017,F03D  13/25; Y02E  10/727; Y02P  70/523
491670755,CN201721051423U,Novel wind power generation equipment,"The utility model relates to a novel wind power generation equipment, including the installation bedplate, the downside of installation bedplate is equipped with generator assembly, and the upside isequipped with air wheel component, air wheel component includes the inner skleeve, is fixed with the shaft clip on the inner skleeve, is equipped with the support on the shaft clip, and the one end that the inner skleeve was kept away from to the support is fixed with the wind scoop, the wind scoop includes the curb plate of two vertical settings, and the both sides board closes on one side of inner skleeve and connects formation V -arrangement groove, and the both ends in V -arrangement groove are equipped with the end plate respectively, the upper end of inner skleeve is rotated the cover and is equipped with the outer sleeve, and the outside of outer sleeve is equipped with the bearing bracket, still is equipped with the support column on the installation bedplate, and the upper end ofsupport column is fixed with tries to stop people from fighting each other, the bearing bracket and try to stop people from fighting each other between be equipped with the connecting piece, the outside of trying to stop people from fighting each other is equipped with umbelliform shroud, still including connecting the drive shaft of inner skleeve with the electricity generation subassembly. The setting of shroud has also improved the generating efficiency simultaneously not only for air wheel component keeps out wind and rain, the wind scoop is hopper -shaped, realizes the electricity generation under the fast condition of a little windy. Overall structure is simple, compact, and the operation is reliable, the appearance is pleasing to the eye.",2017,F03D  13/25; F03D  80/70; Y02E  10/727; Y02E  10/74; F03D   9/25; F03D   3/04; F03D  80/00
491675472,CN201720855573U,Fortune dimension instrument and intertidal zone wind generating set's operation and maintenance system,"The embodiment of the utility model provides a fortune dimension instrument and intertidal zone wind generating set's operation and maintenance system. Fortune dimension instrument includes binary formula ship, is equipped with amphibious craft and intertidal zone land transportation ware on it, and amphibious craft and intertidal zone land transportation ware are through being that solid device detachably sets up on binary formula ship. The embodiment of the utility model provides a fortune dimension instrument, through set up amphibious craft and intertidal zone land transportation ware simultaneously on binary formula ship, make when transporting the dimension, can adapt to different environment, utilize twinhull vessel cooperation amphibious craft and intertidal zone land transportation ware, it transports the dimension and can only walk at the mud flat to have solved adoption intertidal zone tractor, problem that can not operation over strait, the problem that can not stride across near fan foundation pile dell has been solved simultaneously, and solved the use amphibious craft and transported the dimension, fortune dimension part can not be transported to intertidal zone windturbine generator system's problem. Utilize this fortune dimension instrument to solve the inconvenient problem of intertidal zone wind generating set fortune dimension among the prior art.",2017,Y02E  10/722; B63B  35/00; B60F   3/00; F03D  80/50
491685007,CN201720325231U,Can be from marine wind turbine foundation of floating of tension leg type who floats installation,"The utility model discloses a can be from marine wind turbine foundation of floating of tension leg type who floats installation, this basis includes: it is three that be located on the same horizontal plane and two liang of contained angles are 120 degrees rectangle flotation tank, the central flotation tank that links together three rectangle flotation tank, be connected the center pillar in order to be used for supporting tower frame of the draught fan with central flotation tank upper end, with be connected and the three peripheral stand that separate each other of rectangle flotation tankone -to -one, establish on three peripheral stand top three one -to -one respectively and outwards extend the cantilever beam, the connection is at the heave plate of three rectangle flotation tank and central flotation tank below, a stull and bearing diagonal that is used for connection center stand and peripheral stand, seabed base part and the tension leg who is used for connecting cantileverbeam and seabed base part. According to the utility model discloses a can be from marine wind turbine foundation of floating of tension leg type who floats installation later maintenance of embodimentis with low costs, the installation is convenient cheap.",2017,B63B  21/50; B63B   9/06; B63B  35/44
491741766,DK20140154181T,Fart¯j til transport af et r¯rformet element til en offshore-lokation,NULL,2014,Y02E  10/727; B63B  35/00; B63B  35/003; E02B  17/0004; E02B2017/0091
491742146,DK20150185038T,BOLTFORBINDELSE TIL EN OFFSHORESTRUKTUR,NULL,2015,E04H  12/08; F05B2260/301; F16B   5/02; F16J  15/022; Y02E  10/725; E02B2017/0091; E02B  17/00; F03D  13/20; F03D  13/25; F05B2240/95; F05B2220/706; E02D  27/42; E04H  12/085; Y02E  10/727
491891442,CN201720964977U,A back cover ware for marine wind power foundation structure grouting construction,"The utility model provides a back cover ware for marine wind power foundation structure grouting construction, including having the back cover ware body of filling the chamber, just be equipped with and fill the communicating feed inlet in chamber on the back cover ware body, back cover ware body is arranged in inlaying irritating between tubular pile and connecting pipe and expects the clearance,the feed inlet is used for and irritates the material clearance communicating with each other, it is used for holding thick liquids to fill the chamber, back cover ware body is made by having elasticmaterial, the lateral wall of back cover ware body is used for contacting with the tubular pile. Owing to have the packing chamber in this back cover ware body, and this back cover ware body is madeby having elastic material for it has sufficient elastic deformation space in the installation, avoided producing great mutual extrusion force and frictional force between its and tubular pile, and prevented the phenomenon of blocked portion or the wearing and tearing of this integument of back cover ware, and is convenient the utility model discloses well a back cover ware for marine wind power foundation structure grouting construction using and installing.",2017,E02D  15/06; E02D  27/52
491904406,CN201720999458U,Bellows expansion tank buffer,"The utility model discloses a bellows expansion tank buffer, including buffer tank, the buffer tank lateral wall is installed the liquid level that can have a X -rayed the liquid level and is taken into account liquid level switch alarm device, and buffer tank installs at the top exhaust apparatus, pressure monitoring device and AUTOMATICALLY SUPPLY AIR and exhaust apparatus, the buffer tank top is totally closed and be connected with corrugated metal tube swelling device, and the welding of buffer tank bottom has a tapering moisturizing mouth, can effectual solutions marine wind power coolingcirculation system pressure stability problem, and maintain the constant voltage and give security for water cooling system circulates.",2017,Y02E  10/722; F03D  17/00; F03D  80/60
491910299,NL20172019983,A method for installation of a pylon section of an off shore wind turbine and a vessel for performing such a method.,"The invention relates to a method for installation of a pylon section of an off shore wind turbine and a jack-up vessel for performing such a method. According to the invention, the vessel comprises a pylon section installation track and an associated track cart that enable guiding the foot end of a pylon section, prior to lifting or during upending of the pylon section, over the deck of the vessel. The guide system allows for moving the pylon section without the need of a crane or with a reduced number of cranes. Thus the process can be done in less time and/or the reduced number of cranes or the smaller cranes required in the process allow for a reduction in costs.",2017,E02B  17/00; E02B  17/021; E02B2017/0043; E02B2017/0065; E02B  17/02; F03D  13/25; E02B2017/0091
491914700,CN201720855175U,Ocean trend can power generation system,"The utility model discloses an ocean trend can power generation system, including fixed establishment, energy by ocean current generating set and signal monitoring mechanism, fixed establishment includes body, dead lever, horizontal support pole and work platform, and the body is fixed in the seabed through the anchor chain, and the dead lever is fixed on the body, horizontal support pole and workplatform fix respectively the dead lever under water with part on water, generating set includes water lower assembly and water upper assembly, and water lower assembly is equipped with change oar mechanism including the blade, wheel hub, main shaft, gear box, shaft coupling, generator, deck store and the driftage mechanism that connect gradually among the wheel hub, and the driftage establishment of institution is between shaft coupling and horizontal support pole, water upper assembly includes converter and switch board, signal monitoring mechanism includes the current meter of being connected with the switch board, and the current meter is established on the horizontal support pole. The utility model discloses a type ocean trend can power generation system is partly directly driven toshowy formula, and safe and reliable's realization converts the energy by ocean current high efficiency to electric energy.",2017,B63B  35/44; Y02E  10/223; F03B  13/26; F03D   9/25; F03B   3/14; F03B  11/00; F03B  15/00; Y02E  10/725; Y02E  10/226; Y02E  10/38
491917074,CN201710956976,Wind power toppling-resistance overwater communication buoy,"The invention discloses a wind power toppling-resistance overwater communication buoy. The wind power toppling-resistance overwater communication buoy comprises a windward blade, a downwind blade, a connection rod, a balance weight, a gravity balance weight, a communication module, an air inflation connection rod and an air pump. The windward blade and the downwind blade are perpendicularly and fixedly connected to the upper end of the connection rod, and the communication module is installed at the lower portion of a platform; the air inflation connection rod is in sealing connection with theplatform and the gravity balance weight; the air pump is arranged at the upper portion of the gravity balance weight; the communication module and the air pump are sealed inside the air inflation connection rod. Through a toppling-resistance mechanism at the top of the communication buoy, the direction of generated torque is opposite to that of wind power torque, the inclination does not easily occur on the condition that the wind and waves spring up on the water surface, and the vertical work state is maintained all the time. When the wind power toppling-resistance overwater communication buoy is in use, the air pump is utilized for inflating the buoy, during storage, gas of the air inflation connection rod is released, and force system and toque balance is achieved. The overwater communication buoy fully depends on the wind power to achieve force system balance when the buoy is interfered by wind power, an energy source does not need to be artificially supplied, and long-term work under a severe environment can be achieved.",2017,B63B  22/22; H04B  13/02; B63B  22/18; H04B   1/40
491924026,CN201721151973U,Novel floating wind energy wave energy integrated power production system,"The utility model belongs to the technical field of marine renewable energy utilization, is a novel floating wind energy wave energy integrated power production system based on the semi -submerged floating of no support post the integrated power generation platforms of oscillating water column formula wave energy, including marine wind power device and oscillating water column formula wave energy power generation facility. Wave energy power generation facility is the gaseous reciprocating motion of the up -and -down motion of water column conversion, and then accomplishes the electricity generation of wave energy through the air turbine generator. The bottom flotation tank and the anchor chain of make full use of semi -submerged platform, because wave energy power generation facility along with the wave reciprocates, leads to the generating efficiency to reduce, vibration about the flotation tank can slow down, the anchor chain can prevent that the wave energy device from reciprocating. The utility model discloses a construction processes has been simplified to no support post structure to the tired problem of structure of having avoided the support post to produce. Three more traditional stand semi -submerged formula fans, the utility model discloses a water plane area increase, therefore the stability inertia couple is also great, has improved floating foundation's whole stability.",2017,Y02E  10/727; Y02E  10/725; F03D   9/25; Y02E  10/38; F03B  13/24; F03D  13/25
492009812,CN201721150160U,Chlorion sedimentation rate test system and offshore wind power generation unit,"The embodiment of the utility model discloses offshore wind power generation is chlorion sedimentation rate test system and offshore wind power generation unit for the unit. Chlorion sedimentation rate test system is including the collection system who is used for measuring the chlorion sedimentation rate. This collection system includes: sampling bottle, candle wick, gauze, rubber buffer and sampling bottle fixing device. The gauze winding is on candle wick, during the rubber buffer was inserted to candle wick's one end, the other end exposed in the atmosphere, the gauze passes the solution contact in rubber buffer and the sampling bottle, the sampling bottle is installed in sampling bottle fixing device. The utility model discloses offshore wind power generation is chlorion sedimentationrate test system and offshore wind power generation unit for the unit, can gather the chlorion, and then according to the chlorion of gathering, measures the chlorion sedimentation rate, can providereference data for the anticorrosive improvement work of current offshore wind power generation unit, also can provide reference data for the formulation of the anticorrosive grade of follow -up new model, can improve wind generating set's anticorrosive ability and reliability.",2017,G01N  33/00; Y02E  10/725; F03D   9/25; F03D  17/00; G01N   1/22
492033669,CN201720832479U,Offshore wind power generation machine blade,"The utility model discloses an offshore wind power generation machine blade, this blade end is equipped with the tail vane, the tail vane includes the foot piece and installs the tail vane board in the foot piece rear end, the tail vane board includes preceding tail vane board, the regulation tail vane board between tail vane board and the back tail vane board is installed in the front to back tail vane board and setting up, preceding tail vane board, foot piece final drive all can be followed with regulation tail vane board to back tail vane board, the outside of preceding tail vane board andback tail vane board all is equipped with a spring A who is in tensile state, spring A's one end and foot piece swing joint, the other end and preceding tail vane board, back tail vane board swing joint. The utility model has the advantages of: an angle of preceding tail vane board, back tail vane board and the regulation tail vane board support of aerogenerator's tail vane all can be adjusted through the cylinder, makes the fan blade accept more wind energy, lets more wind energy change the electric energy into, and aerogenerator's wind energy utilization is rateed just higherly, and this technical scheme's lightning protection device can cause in the sea water by effectual thunder and lightning with on the sea.",2017,F03D  80/00; F03D  80/30; Y02E  10/722
492037577,CN201720308112U,Stormy waves morning and evening tides solar power system,"The utility model discloses a stormy waves morning and evening tides solar power system comprises solar energy acquisition member, wind energy acquisition member, water fluid kinetic energy acquisition member, body, anchoring device and power transmission device, reinforcing fixed bolster. The paddle wheel that covers lower half or first one is its core energy acquisition member. Efficient, simpleprocess is gathered to the energy, generated power excellent, individual equipment is big for the performance, the body is upper and lower along with morning and evening tides, wave, and the energy is gathered efficiently, through seabed stake anchoring arrangement, anti -wind ability reinforce, electric power transmission is convenient.",2017,H02S  10/10; Y02E  10/223; F03D   9/25; F03B  13/26; F03D  15/10; F03B  13/18; F03B   3/12; H02S  10/12; Y02E  10/722; Y02E  10/725; Y02E  10/38
492158927,EP20180163320,SYSTEM AND METHOD FOR CONTROLLING OFFSHORE FLOATING WIND TURBINE PLATFORMS,"A method for controlling an inclination of a floating wind turbine platform comprising a generator, a set of turbine blades connected to a shaft inside a turbine nacelle, the turbine nacelle being mounted onto a tower, and at least three stabilizing columns is presented. Each of the at least three stabilizing columns have an internal volume for containing ballast. Position data associated with an orientation of the floating wind turbine is received. A heel angle in reference to the floating wind turbine platform is determined based on the position data. A first signal for adjusting at least one of a blade pitch of the set of turbine blades, and a torque of the generator is sent based on the determined heel angle. A second signal for distributing the ballast among the at least three stabilizing columns is also sent. The second signal for distributing the ballast is based on the determined heel angle and the first signal.",2014,B63B   1/107; B63B  13/00; Y02E  10/723; B63B  39/03; B63B2035/446; F03D   7/048; Y02E  10/721; B63B  43/06; Y02E  10/727; F05B2240/93; B63B  22/20; F03D   7/02; F03D  13/25
492192289,RU20170113229,SYNCHRONISED AXIAL TWO-INLET GENERATOR INSTALLATION,"FIELD: electricity.SUBSTANCE: synchronised axial two-input generator set includes a lateral axial magnetic circuit with a three-phase winding of the main generator armature, internal axial magnetic circuit with multiphase winding of the anchor of the actuator, main and additional single-phase field actuation windings, and a rotor on whose shaft by means of disks a fixed axial multipole magnet of the actuator inductor and an axial rotating magnetic circuit with multiphase winding of the actuator armature and a single-phase actuation winding of the main generator are fixed rigidly. The actuation winding of the main generator is connected to the winding of the actuator through the rectifier, the main winding of actuation of the actuator is connected to the winding of the actuator armature through the rectifier. The photoelectric converter is connected to an additional actuator winding. The generator set also contains a magnetic gearbox.EFFECT: summation of the mechanical energy of rotation with light energy with the conversion of the received energy into electrical energy.2 dwg",2017,F03D   9/00; H02K  19/38; Y02E  10/725; H02K  19/34
492235266,CN201711206447,Offshore wind power generator and pile foundation damping system thereof,"The invention discloses a pile foundation damping system applied to an offshore wind power generator. The system comprises a stator and a rotor. The stator and a pile foundation are fixed in the circumferential direction. The stator cannot rotate relative to the pile foundation. The rotor is rotationally connected to the periphery of the stator and can rotate relative to the stator. A damping unitfor resisting the rotating tendency is arranged between the rotor and the stator. Transmission blades are arranged on the outer wall of the rotor. Sea waves impact the transmission blades to enable the rotor to rotate. Due to the existence of the damping unit, when the rotor rotates relative to the stator, the energy is consumed. The energy generated during the rotation of the rotor is convertedinto other forms to be consumed. The rotor has a tendency to stop rotating. The system is used for converting the impact of sea waves to the rotor into the rotation of the rotor. The rotation of the rotor is converted into other forms to be consumed due to the existence of the damping unit. Therefore, most of the impact force generated during the sea wave shock excitation process is guided and converted into the torque through the rotation of the rotor, so that the effect of buffering is achieved. The invention further provides an offshore wind power generator comprising the above pile foundation damping system, wherein the same technical effect can be achieved.",2017,F03D  13/25; H02K   7/18; F03D   9/25; F03D  13/22; H02K   7/1853; Y02E  10/727; F03D   9/255; H02K  11/20; H02K   7/12; Y02E  10/725
492287961,ES20160000704,FundaciÛn para aerogeneradores flotantes,"FundaciÛn para aerogeneradores flotantes, que comprende una o m·s estructuras construida/s con materiales ligeros y caracterizada/s por el uso de bolsas de materiales polimÈricos hinchables a voluntad con fluidos m·s o menos pesados que el agua de mar, jugando con la flotabilidad para conseguir el equilibrio del conjunto en todos los momentos. La utilizaciÛn de materiales polimÈricos en bolsas que se llenan o vacÌan a voluntad con fluidos de distintas densidades, en distintos momentos y modos de operaciÛn, incorporados en el seno de una/s estructura/s ligera/s, proporcionan grandes ventajas tanto en cuanto al coste como a la seguridad en la construcciÛn, transporte, instalaciÛn y operaciÛn del conjunto fundaciÛn-aerogenerador, asÌ como la posibilidad de desinstalarlo y transportarlo a puerto para grandes revisiones o reparaciones.",2016,F03D  13/25; Y02E  10/726; Y02E  10/727
492298605,PL20160418662,Floating energy island for generation of electrical energy from the renewable sources of energy and method for assembly of such island,"P?ywaj?ca wyspa energetyczna do wytwarzania energii elektrycznej z odnawialnych ?rÛde? energii oraz sposÛb monta?u tej wyspy, charakteryzuje si? tym, ?e posiada rozstawiaj?c? si? samodzielnie na morzu konstrukcj? no?n? w postaci statku wodnego z rÛwnolegle usytuowanymi wzgl?dem siebie co najmniej trzema podwodnymi lub nawodnymi kad?ubami (1) jednym centralnym i dwoma bocznymi, po??czonymi ze sob? kratownicami, przy czym w przestrzeni mi?dzy kad?ubami (1) na poziomych osiach prostopad?ych do pod?u?nych osi kad?ubÛw (1), zamocowane s? turbiny falowe (2) konwertera, poch?aniaj?ce energi? falowania, w ktÛrych zamocowane s? wolnoobrotowe pr?dnice, za? w przestrzeni mi?dzy kad?ubami (1) usytuowanych jest kilka rz?dÛw osi z turbinami falowymi (2), przy czym konstrukcja no?na zakotwiczona jest na pozycji przy u?yciu le??cych na dnie ?elbetowych kotwic (3) i wyposa?ona jest w wiatraki (7) i zbiorniki wodne (8) oraz w specjalny pok?ad obrotowy (5) nad??ny za s?o?cem, na ktÛrym zainstalowane s? ogniwa fotowoltaiczne (6) automatycznie oczyszczane strumieniem wody pod ci?nieniem. SposÛb monta?u wyspy energetycznej do wytwarzania energii elektrycznej z odnawialnych ?rÛde? energii, charakteryzuje si? tym, ?e kad?uby (1) konstrukcji no?nej buduje si? w doku wraz z monta?em niezb?dnego wyposa?enia elektrycznego, mechanicznego, konstrukcyjnego w mo?liwie najwi?kszym stopniu oraz instaluje si? na niej ?uraw (11), a nast?pnie woduje si? konstrukcj? no?n? w doku w stanie z?o?onym utrzymywanym przy pomocy ci?gien i wci?garek (4), za? kabel energetyczny uk?ada si? pod dnem morza do przesy?ania wytworzonej energii na l?d, nast?pnie wyholowuje si? ?elbetowe kotwice (3) p?ywaj?ce w miejsce pracy wyspy energetycznej i posadawia si? je na dnie poprzez zalanie ich zbiornikÛw balastowych wod?, nast?pnie wyprowadza si? z doku konstrukcj? no?n? w stanie z?o?onym w morze przy pomocy holownikÛw, po czym rozstawia si? j? poprzez powolne odwijanie z b?bnÛw wci?garek (4) ci?gien a? do ca?kowitego rozstawienia konstrukcji no?nej, a nast?pnie przeholowuje si? konstrukcj? no?n? w miejsce pracy i zakotwicza si? j? do zatopionych na dnie ?elbetowych kotwic (3), po czym zamontowuje si? na konstrukcji no?nej pozosta?e wyposa?enie wyspy energetycznej dostarczone na pontonie za pomoc? ?urawia (11) poruszaj?cego si? po torowisku zamontowanym na kratownicach oraz sprz??onego z nim mechanicznie w sposÛb uniemo?liwiaj?cy jego oderwanie od torowiska w trakcie pracy z du?ym obci??eniem na wysi?gu.",2016,F03D  13/25; F03B  13/12; Y02E  10/727
492434950,DE201820100604U,Schutzanordnung f¸r eine Flanschverbindung einer Windkraftanlage,"Schutzanordnung (8) f¸r eine zwei Flansche (5, 6) und mehrere Schraubverbindungen (7) umfassende Flanschverbindung (2) einer Windkraftanlage (1) mit ñ einer die Flanschverbindung (2) vollst‰ndig abdeckenden und an Bauteilen, welche die Flansche (5, 6) umfassen, befestigten Manschette (9) und ñ einer fluidisch mit einem zwischen der Manschette (9) und der Flanschverbindung (2) ausgebildeten Raum (R) gekoppelten Entfeuchtungsvorrichtung (11), welche dem Raum (R) entfeuchtete Luft (L1) zuf¸hrt.",2018,F03D  80/00; E04H  12/085; F05B2260/64; E04H  12/08; F03D  13/25; F05B2260/301; Y02E  10/727
492451421,CN201711112357,Floating fence used for water surface,"The invention belongs to the technical filed of construction, and particularly relates to a floating fence used for a water surface. The floating fence comprises a bracket assembly, an electromagnet,a power generating module, a baffle and a storage battery. The interior of the bracket assembly is provided with the electromagnet. The lower end of the bracket assembly is provided with an airbag, sothat the fence can float on the water surface. The storage battery is mounted at one end of the power generating module, can store electricity produced by the power generating module and is connectedwith the electromagnet. The electromagnet can attach the bracket assembly to the baffle after powered on, and though powering on and powering off of the electromagnet, the baffle can be fast mountedand detached. According to the floating fence used for the water surface, the fence can be fast mounted and detached, mounting is convenient, and repeated using can be achieved; mutual storing and folding can be achieved through the adopted bracket assembly, the occupied space is reduced, and storing and transporting for moving are facilitated; the power generating device is configured, stressed force on the baffle is buffered, and the probability that the baffle is damaged by wind force is reduced; and meanwhile, disadvantages are changed to advantages, the electricity is produced by using shaking of the baffle, and energy is saved.",2017,E04H  17/16; F03D   5/06; Y02E  10/725; E04H  17/14; Y02E  10/70; F03D   9/25; E04H  17/20; E04H  17/22
492486595,CN201721014114U,"After jacket construction subassembly jacket of driving piles after, of driving piles","The utility model discloses an after jacket construction subassembly jacket of driving piles after, of driving piles relates to marine wind power technical field to higher and the unable reuse's of equipment cost that uses when solving in the current back pile jacket construction side method leveling technical problem. Back pile jacket construction subassembly, include: the jacket, the bottom of jacket is equipped with the supporting leg, and the supporting leg is connected with the sleeve, wears to be equipped with the steel -pipe pile in the sleeve, wherein, the muffjoint has the jack, and the base of jack is located the pile bolck in the technology stake.",2017,E02D  27/44; E02D  27/52
492506200,TW20165122013,Floating ball typed power generation device characterized by utilizing the fluctuation caused by sea wave or air convection to generate electric power,"The present invention discloses a floating ball typed power generation device that utilizes the fluctuation caused by sea wave or air convection to generate electric power and comprises a first floating ball, a second floating ball, and a connecting member. The first floating ball is provided with a first power generation module; the section floating ball is provided with a second power generation module; and the connecting member is used to connect the first floating ball and the second floating ball. One end of the connecting member is connected to the first power generation module to make the first floating ball move in a first freedom degree. The first power generation module generates a first electric power through the movement of the first floating ball in the first freedom degree. The other end of the connecting member is connected to the second power generation module to make the second floating ball move in a second freedom degree, and the second power generation module generates a second electric power through the movement of the second floating ball in the second freedom degree.",2016,Y02E  10/725; F03B  13/16; F03D   9/25; Y02E  10/38
492510078,TW20176111291,Submersible plant comprising buoyant tether,"The invention relates to a submersible power plan. The submersible power plant is submerged in a fluid. The power plant comprises a structure and a vehicle where the vehicle comprises at least one wing. The vehicle is arranged to be secured to the structure by means of at least one tether. The vehicle is arranged to move in a predetermined trajectory by means of a fluid stream passing the vehicle. The tether comprises an upper tether part and a lower tether part. The upper tether part has an average density higher than the fluid, has a hydrodynamic cross section and is arranged to be connected to the vehicle. The lower tether part has an average density lower than the fluid, has a non-hydrodynamic cross section and is arranged to be connected to the structure.",2017,F03B  13/26; F05B2240/917; B63B2035/4466; F03B  17/065; F03D   5/02; Y02E  10/38; F05B2240/97; F03B  11/00; F03B  13/10; B63B  35/44; Y02E  10/28; F03B  13/08; F03B  17/06
492519028,KR20170028328,HELIDECK OF WIND TURBINE,"Disclosed is a helideck installed in a nacelle of a wind turbine. According to an embodiment of the present invention, the helideck of a wind turbine comprises: a rail unit extending between an upper portion and a side surface of a nacelle of a wind turbine; a helideck body provided to move between the upper portion and the side surface of the nacelle along the rail unit; and a drive unit driving the helideck body along the rail unit. According to an embodiment of the present invention, a helicopter can land in the upper portion of the nacelle, and at the same time, when the helicopter is not operated, wind power generation efficiency can be improved.",2017,F03D  13/25; Y02E  10/722; Y02E  10/727; F03D  80/50; Y02E  10/726
492522821,TW20165130991,"Offshore wind turbine steel pipe pile installation method including steps of sealing steel pipe piles, launching steel pipe piles, mounting and transporting steel pipe piles at sea, fixing platforms, lifting steel pipe piles, hitting steel pipe piles, and installing a pedestal","A method for erecting steel pipe piles for offshore wind power generators includes the steps of sealing steel pipe piles, launching steel pipe piles, mounting and transporting steel pipe piles at sea, fixing platforms, lifting steel pipe piles, hitting steel pipe piles, and installing a pedestal, in order to replace the conventional method in which a gondola transports the steel pipe piles to the fixed point and then carries out the installation operation. The size and the structure of the steel pipe piles are relatively smaller and the structure is simplified. The steel pipe piles can be installed in the same manner, thereby constituting the present invention.",2016,E02D  27/42; E02D  27/32
492550197,DK20140743759T,OFFSHOREANL∆G,NULL,2014,B63B2035/444; F03D   9/25; H02J   3/46; B63B  21/50; B63B2035/4473; Y02E  10/725; C22B   9/16; B63B  35/44; C22B   7/00; F02C   6/04; F03D   1/02; F05B2240/93; F17C   7/04; B63B2035/446; F03D  80/00; F17C2265/07; F02C   6/18; F17C2227/0311; Y02E  10/727; Y02E  20/16; F02C   3/22; F17C2270/0121; F03D   9/00; F03D  13/25; F17C2227/0318; F17C2227/0323; F17C2265/05
492573941,CN201720910975U,Steady stake device of suction formula,"The utility model relates to a steady stake device of suction formula. The utility model aims at providing a simple structure, manufacturing make things convenient for, the construction is convenient,safe and reliable's steady stake device of suction formula. The utility model provides a: a steady stake device of suction formula for the pile driving construction on single pile basis, its characterized in that: have the suction bucket that open side down, suction bucket central point puts to have concentric and run through this suction bucket's pipe baffle with suction bucket is coaxial, equallys divide into a plurality of cabins through the baffle between pipe baffle outer wall and the suction bucket inner wall, division has negative pressure water pumping hole corresponding to every cabin at the suction bucket top, it presss from both sides hoop, coaxial cartridge in this pipe baffle to be fixed with the ring that a plurality of circles and the concentric coaxial of pipe baffle arranged on the pipe baffle inner wall the ring that single pile basis, single pile basis were passed on the pipe baffle inner wall presss from both sides the hoop and presss from both sides tightly by ring clamp hoop. The utility model is suitable for an offshore wind power generation machine basic design's that ocean geotechnical engineering is relevant technical field.",2017,E02D  27/42
492580766,CN201721022320U,A close -coupled sea platform that steps up for offshore wind farm,"The utility model relates to a close -coupled sea platform that steps up for offshore wind farm. The utility model aims at providing a simple structure, a close -coupled sea platform that steps up foroffshore wind farm that the manufacturing is convenient, rationally distributed, the cost is lower. The utility model provides a: step up the platform and have four and arrange and connect the four layers deck between the four spinal branch daggers jointly in the support column at four angles in the rectangle that the deck top is equipped with the roof in this sea, from bottom to top be cable layer between first, two layers of deck, between second, three -layer deck and third, the four layers deck, adjacent two spinal branch daggers link to each other through corrugated sheet, the corrugatedsheet between the support column encloses to close rather than upper and lower deck and forms the confined factory building, the roof encloses to close with fourth layer deck, corrugated sheet and forms the confined factory building, the equipment that stepped up on the platform in the sea sets up in the confined factory building, and the cooling parts of equipment sets up outside the factory building, is equipped with little turbocharging system in the factory building. The utility model is suitable for an offshore wind power generation field.",2017,H02B   7/06
492584519,CN201721135004U,Marine wind power inlays rock single pile and construction system thereof,"The utility model discloses a marine wind power inlays rock single pile and construction system thereof, marine wind power inlays the rock single pile and inlays the rock stratum surface covering andhave the earthing layer, marine wind power inlays the rock single pile and includes the stake body and stake hole, the stake hole is inside earthing layer surface extends to the rock stratum, just stake hole diameter is greater than the external footpath of stake, the stake body inlay in the stake hole, with form the open annulus in top between the stake hole, high -strength concrete or high strength grout material has been filled in the annulus. The utility model provides a marine wind power inlays the rock single pile can be applicable to the at present exhausted big shallow sea batholith sea bed geology situation of counting, is neither coated the soil layer depth and restricts, does not also receive the restriction of the rock -entering stone hardness of inlaying, and the diameter of the stake body can set up to more than the 6m, and the solid stake of grout is easy and simple to handle, has reduced the construction degree of difficulty that marine wind power inlayed the rock single pile.",2017,E02D  27/52; E02D  27/42; E02D  27/12
492593174,CN201721168489U,Rotatory permanent accuse transmission system of well minitype aerogenerator group wind wheel,"The utility model provides a rotatory permanent accuse transmission system of well minitype aerogenerator group wind wheel, belongs to wind power generation technical field, and its technical essential lies in: including wheel hub, paddle, floating bearing, carousel and motor, the motor is located in the wheel hub, the umbrella -type groove has been seted up outside being in wheel hub to the carousel on the carousel, the edge in umbrella -type groove is equipped with the umbrella -type internal tooth, output gear drive umbrella -type groove on the motor is rotatory, the edge of carousel is equipped with the exumbrella tooth, the inner circle of floating bearing is fixed on wheel hub, and the floating bearing that has the exumbrella tooth meshes with the carousel is perpendicular, the paddle is fixed in on the outer lane of floating bearing. The utility model discloses an output gear of motor is rotatory through idle wheel drive turntable, again by four the rotary bearing rotating s oftable drive rather than perpendicular meshing to make four paddles rotatory, and then reach the purpose of adjustment paddle pitch, because four paddles of accessible table drive are together rotatory, so but the pitch of all paddles of holding control wind wheel.",2017,Y02E  10/723; F03D   7/00
492596460,CN201721214847U,Alongside interface arrangement,"The utility model relates to a marine alongside equipment field, concretely relates to alongside interface arrangement. Include boats and ships and the wind electric pile base that is used for berthhing boats and ships, wind electric pile base is including pile body and the anti -crash fender of setting on the pile body, the symmetry is equipped with two head rods on the pile body, anti -crash fender passes through the head rod with the pile body and is connected, the side of the hull of boats and ships is equipped with the rubber fender structure, the rubber fender structure includes landingthe platform and following the fixing base that lands the platform both sides and extend of arch bridge shape, positioning groove has been seted up to the fixing base, positioning groove is used for the anti -crash fender that pegs graft, be equipped with the alongside cat ladder between two head rods. The utility model is suitable for an operation is leaned on on the boats and ships top, also cancompromise the boats and ships side and depend on the alongside interface arrangement of operation, can realize marine wind power alongside cat ladder, fender and ship operation interface uniform, matches each other, can effectively reduce the risk of alongside operation, promotes the security and the reliability of alongside operation.",2017,B63B  21/00; E02B   3/26; E02D  27/12; Y02A  30/36
492597080,CN201721231830U,Oil collecting bottle and aerogenerator,"The utility model provides an oil collecting bottle and aerogenerator, belongs to wind power generation technical field, includes: the oil collecting bottle main part, the bottleneck that the oil collecting bottle main part was provided with bottle chamber and was linked together with this bottle of chamber, the bottle end of oil collecting bottle main part is provided with the exhaust hole, the bottle wall of oil collecting bottle main part is the nonlinear line along the axis direction of oil collecting bottle main part and extends and form annular arch and the annular groove that sets up inturn, the installed part, the installed part is provided with an album oily passageway, the installed part is installed in bottleneck department, the bottle chamber of installation passageway intercommunication oil collecting bottle main part, and blast pipe, the blast pipe is located a bottle intracavity, the one end intercommunication exhaust hole of blast pipe, buckle in the other end orientation bottle end of blast pipe. It is convenient that this oil collecting bottle installs in the use in dismantling, can be fine with floating bearing uses that cooperate, lubricating oil that the collection of being convenient for is spilled over from the oil discharging port of floating bearing, oil collecting bottle's sound construction is reliable, long service life.",2017,F03D  80/70; Y02E  10/722
492624717,US201715719836,Ship equipped with propulsion system using wave force,"Disclosed is a ship equipped with a propulsion system using wave force, the ship including: a hull; a tube fixed to the hull to be at least partially submerged in water and having a variable volume; a restorer including weights disposed on a bottom in the tube and elastic members pushing down the bottom of the tube to apply restoring force to the tube so that the volume of the tube is restored; an air discharge unit including an air discharge pipe connected to the tube with an end exposed in water and a first valve disposed on the air discharge pipe to open and close the air discharge pipe; and an air suction unit including an air suction pipe connected to the tube with an end exposed to the atmosphere and a second valve disposed on the air suction pipe to open and close the air suction pipe.",2017,B63B2209/14; B63H  19/02; B63J   3/00; Y02E  10/72; B63B2035/4466; B63H  25/46; B63B2035/4453; Y02E  10/52; B63H  11/12; F03D   9/10; B63B2209/18; Y02T  70/56; Y02T  70/59; B63H  19/04
492685086,JP20170534273,?????????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ???,2015,B63B  35/003; B66F   3/12; F05B2240/95; B63B  25/28; Y02P  70/523; B63B  27/10; B63B  35/00; F03D  13/40; B63B   9/00; Y02E  10/721; B63B  25/00; F03D   1/06; F05B2260/02; B63B  27/16; B63B  25/002; F05B2230/6102; Y02E  10/727
492730732,CN201610860122,Driving method for steel pipe pile of offshore wind turbine,"A driving method for a steel pipe pile of an offshore wind turbine comprises the following steps of: sealing the steel pipe pile, launching the steel pipe pile, carrying out offshore mounting and transporting on the steel pipe pile, fixing a platform, lifting the steel pipe pile, driving the steel pipe pile, mounting a foundation support and the like. The driving method replaces the known operation of transporting the steel pipe pile to a specified position by a floating crane and then carrying out driving and mounting, and also can complete the driving of the steel pipe pile under the condition of being arranged relatively smaller in size and relatively simpler in structure.",2016,E02D   5/28; E02D   5/285; E02D   7/06
492732980,CN201610861505,Mounting system and mounting method of offshore wind turbine,"The invention provides a mounting system and a mounting method of an offshore wind turbine. The mounting system comprises an ashore lifting unit, an offshore lifting unit and a suspending component, wherein before being put onto sea, the wind turbine is loaded by being wholly moved to a ready position by a crane jig; then, the wind turbine is lifted up by a second tower base of an offshore platform through a lifting apparatus, and the wind turbine is moved to a placing zone on the platform and located by the second tower base with the linear slip of a sliding table; when the platform navigatesto an installing fixed point on the sea, the wind turbine located in the placing zone is lifted up by the second tower base through the lifting apparatus, and the lifted wind turbine is moved out ofthe placing zone by the second tower base with the linear slip of the sliding table and mounted at the fixed point so as to finish the offshore installation of the wind turbine.",2016,B66C   5/00; B66C  23/02; B66C  25/00; F05B2240/95; F03D  13/25; Y02E  10/727
492748594,CN201711138369,Offshore wind turbine with posture self-correcting function,"The invention discloses an offshore wind turbine with a posture self-correcting function. The offshore wind turbine with the posture self-correcting function comprises a floating platform, a photovoltaic converting device, a water supply hose, a flexible anchor cable assembly and a self-balancing mechanism. The self-balancing mechanism comprises at least three self-balancing assemblies. Each self-balancing assembly comprise a floating body, a water flow drive piece and a balance arm provided with a water jet channel, wherein a water inlet of the water jet channel communicates with the water supply hose, the balance arm comprises a connection end and a floating end, the connecting end is connected with a connection lug, the floating body is arranged at the floating end, and the water flow drive piece communicates with the water jet channel and is electrically connected with a control device. In this way, the balance arms can acquire the reactive force generated by the washing force so as to form lateral supporting for a wind turbine foundation, automatic posture correcting is achieved for the wind turbine foundation, the balance state of the wind turbine can be adjusted in an adaptive manner on the precise of not using a cable, and the situation that the wind turbine overturns due to the impact and the effects of various limit loads such as oceans, flow, wind and waves is avoided.",2017,Y02E  10/727; F03D  13/25; F03D   9/007; F03D   9/25; H02S  10/12; Y02E  10/725
492795701,CN201720906598U,Area becomes device of redundant communication of oar sliding ring unit,"The utility model discloses an area becomes device of redundant communication of oar sliding ring unit, including the cabin cabinet owner PLC and change oar cabinet from PLC who adopts wired communication to connect, be equipped with main wireless module among the cabinet owner PLC of cabin, it is equipped with from wireless module from PLC to become the oar cabinet, wireless connection between main wireless module and the follow wireless module, just the redundant communication that wireless connection connects as wired communication. The utility model discloses a setting up wireless redundant communication mode, making it when wired communication mode breaks down, can in time switch to wireless communication mode, guarantee wind turbine generator system's normal the continuation moves, has improved the communication reliability that becomes oar sliding ring unit greatly, makes the maintenance that becomes oar sliding ring unit become the initiative maintenance by passive maintenance,has reduced and has maintained down time, increases the generated energy, and large -scale wind turbine generator system of specially adapted and marine wind turbine generator system have good spreading value.",2017,F03D   7/00; H04L   1/22; Y02E  10/723
492878459,CN201711086310,Progressive type underwater compressed air energy storing system utilizing wave energy and wind energy,"The invention discloses a progressive type underwater compressed air energy storing system utilizing wave energy and wind energy. The system is a multi-energy-input-electric-energy-output progressivetype compression energy storing system composed of an offshore wind energy conversion system, an oscillating water column compressed air system, an underwater compressed air energy storing system, andthe like. By adding an oscillating water column compressed air system driven by the wave energy is added in an existing underwater compressed air energy storing system to achieve pre-compression on air, then remaining wind energy is utilized to perform progressive compression to achieve the progressive type compression process. According to the system, the wave energy utilizing type can be simplified, because of the pre-compression effect of the wave energy, the compression consumption power in the subsequent process is made greatly reduced, the energy converting efficiency is improved, complementary utilizing of the offshore wind energy and the wave energy, and controllable and stable output of fluctuating energy are achieved, and important practical significance is achieved in the aspects that the energy requirement is met, the energy consuming structure is improved, the environment pollution is reduced, and the offshore energy is developed.",2017,F03B  13/142; Y02E  10/32; Y02E  10/38; F01D  15/10; F03D   9/17; F03B  13/14; F03D   9/25; F04D  25/06; Y02E  10/725; Y02E  60/15; F03D   9/008
492912420,CN201720980773U,Marine solar energy polar plate device,"The utility model provides a marine solar energy polar plate device, includes tower frame of the draught fan, main rope, the polar plate lantern ring, solar energy polar plate, polar plate rope, mainnoose ring sum pylon limit buckle, two tower frame of the draught fan at sea having establish go up each fixed mounting has two pylon limit buckle, penetrates a main rope in the pylon limit buckle, and each fixed mounting has a main noose ring on the main rope of every pylon limit buckle both sides, makes between two tower frame of the draught fan suit whorl of root shape main rope and then buildsout a main rope platform, fixes on two tower frame of the draught fan through main noose ring sum pylon limit buckle messenger main rope, restricts the displacement of main rope, there is the solar energy polar plate through main noose ring, polar plate cover ring sum polar plate rope fixed mounting on the main rope platform. The device builds the solar energy polar plate with the help of existing tower frame of the draught fan basis, simple structure, installation, maintenance, replacement convenience. Can combine together wind power generation and solar energy power generation simultaneously, realize that the energy is complementary, improve the generating efficiency.",2017,F03D   9/00; F03D  13/25; Y02E  10/727; H02S  10/12
492919567,CN201721205535U,Integrative device is bred with case net in marine wind power single pile basis,"The utility model discloses an integrative device is bred with case net in marine wind power single pile basis, including single pile basis and ocean case net, the fixed cartridge in single pile basisis on the sea bed, the ocean case net enclosure wind single pile basis annular is arranged to fix on the single pile basis through the chain, still arrange the outer formula of choosing on the singlepile basis and leaned on ship structure and cat ladder. The utility model has the advantages that: breed the integration with marine wind power with ocean case net, both practiced thrift marine resources, can reduce cost of electricity -generating and ocean farming cost again, having arranged the outer formula of choosing on the single pile basis and having depended on ship structure, it is bad to avoid ocean case net to be bumped by boats and ships, has prolonged the life of ocean case net, case net in ocean is woven by the copper alloy wire, does not need frequently to wash the net, retrieved in 7 years update once can, as long as untie during the change between ocean case net and the wind turbine foundation the chain can, greatly reduced fortune dimension manpower.",2017,Y02A  40/81; A01K  61/00; Y02P  60/64; E02D  27/42
492921287,CN201721227702U,Fan prestressed anchor foundation structure,"The utility model discloses a fan prestressed anchor foundation structure relates to wind turbine foundation technical field, solves current crab -bolt and can appear rocking during structure reinforcement and concrete placement, influences plumbous straightness of crab -bolt and concentricity, easily leads to the problem of the unable hoist and mount of a first section follow -up tower section ofthick bamboo, and the technical scheme of adoption is: fan prestressed anchor foundation structure, including crab -bolt cage and spread foundation, the last lower extreme of crab -bolt cage is annular respectively goes up anchor slab and lower anchor slab, arranges between the clearance of lower anchor slab upper surface crab -bolt that the annular props the muscle, and the structure reinforcingbar of the spread foundation on anchor slab upper portion lies in the annular and props the muscle top, avoids the structure reinforcing bar to lead to the fact the influence in ligature and concreteplacement to crab -bolt cage concentricity, upper and lower anchor slab levelness, the plumbous straightness of crab -bolt, in the crab -bolt cage, upward the symmetry sets up at least a set of bracing between anchor slab and the foundation cushion, forms bridging. The weight of anchor slab in the bridging supporting, the amount of deflection of restraint crab -bolt is warp, has consolidated thecrab -bolt cage, can guarantee a first section tower section of thick bamboo and install smoothly.",2017,E02D  27/42
492926241,CN201721179768U,System is used multipurposely with ocean farming in wind -powered electricity generation field,"The utility model relates to a wind power generation equipment field, aim at provides a system is used multipurposely with ocean farming in wind -powered electricity generation field, system is used multipurposely with ocean farming in wind -powered electricity generation field, including wind turbine generator system, ocean farming subsystem and cable, the sub - system configuration of ocean farming is at the rectangle waters center that wind turbine generator system encloses, is the distance between ocean aquaculture subsystem and the wind turbine generator system 70 100 rice, ocean farmingsubsystem include ocean aquaculture platform, all connect through the cable electricity between the electric wire netting of wind turbine generator system, ocean aquaculture platform and outside. Theutility model has the advantages of the marine resources utilization ratio has been improved in the intensive sea of economizing on, promote ocean aquaculture's automatic level, ensure aquaculture'sgood operation, ocean aquaculture platform has the function of wave absorption choked flow, reduces wind turbine generator system's environmental load, the security that improves wind turbine generator system, effectively reduce development cost, promoted ocean economic benefits and social.",2017,F03D   9/25; Y02E  10/725; Y02P  60/64; Y02A  40/826; A01K  61/60
492952743,GB20160013602,WATTS - The 'BIG' idea,"A buoyant floating structure 1, 2, 3 sited on the sea off the coast comprises a floating platform 2, 3 with buoyancy chambers 1 constrained within a set of columns 6 which are secured to the sea bed. The platform 2, 3 rises and falls with the tide. The linear motion is converted by the pillars 6 and the platform 2, 3 to rotary motion to drive generators 7 within the structure. The platform may also comprise other forms of renewable energy generation: wind power 14, harvesting wave power 10, 11, 12 and photovoltaic or solar power 13. A stabilizing weight 4, 5 may be provided. The facility may also provide accommodation for staff or residents, maintenance and workshop facilities and docking facilities for boats, submarines and helicopters. Fish farming may be provided.",2016,B63B2035/4466; B63B  35/42; B63B2035/4433; B63B2035/4453; B63B2035/446; B63B  35/44
492988494,ES20140743759T,InstalaciÛn marÌtima,"InstalaciÛn marÌtima (300) que comprende: una plataforma flotante (302); un aparato de procesamiento de metales (104) dispuesto sobre la plataforma flotante (302); un sistema de generaciÛn de energÌa adaptado para suministrar energÌa al aparato de procesamiento de metales; un mÛdulo de gestiÛn de energÌa y una subestaciÛn (308) para consolidar y distribuir una producciÛn de energÌa desde el sistema de generaciÛn de energÌa; en la que el sistema de generaciÛn de energÌa comprende una combinaciÛn de una pluralidad de aerogeneradores (304) y, al menos, un generador de turbina de gas (710); caracterizada por que la instalaciÛn marÌtima comprende (300), adem·s, un sistema soplador de aire de escape (820) para dirigir un gas de escape desde el al menos un generador de turbina de gas (710) hacia la pluralidad de aerogeneradores (304), comprendiendo el sistema soplador de aire de escape (820): un conducto de aspiraciÛn de aire (822) configurado para aspirar aire ambiente en un flujo de gas de escape, a travÈs de perforaciones (826) mediante el efecto Venturi a medida que el aire de escape fluye a travÈs del conducto de aspiraciÛn de aire (822), y un cono soplador (824) dispuesto enfrente de cada aerogenerador (304) y conectado de manera fluÌdica al conducto de aspiraciÛn de aire (822).",2014,B63B  21/50; F17C   7/04; B63B2035/444; B63B2035/4473; F03D  13/25; F17C2265/05; Y02E  10/725; F02C   6/18; F05B2240/93; F17C2227/0311; Y02E  10/727; Y02E  20/16; F03D   1/02; F17C2227/0323; H02J   3/46; F02C   3/22; F03D   9/25; F03D   9/00; F03D  80/00; F17C2265/07; F17C2227/0318; F17C2270/0121; B63B  35/44; B63B2035/446; C22B   7/00; C22B   9/16; F02C   6/04
492993229,JP20170231583,FLOATING WIND TURBINE PLATFORM AND METHOD OF ASSEMBLY,"PROBLEM TO BE SOLVED: To provide an improved floating wind turbine platform.SOLUTION: A semisubmersible wind turbine platform capable of floating on water and supporting a wind turbine over a vertical center column includes a vertical center column and three or more vertical outer columns separated radially from the center column, each of the outer columns being connected to the center column with one or more of bottom beams, top beams and struts, with the major structural components being made of concrete and having sufficient buoyancy to support a wind turbine tower.SELECTED DRAWING: Figure 40",2017,B63B   1/125; B63B  35/44; B63B2001/044; F03D  13/25; F05B2240/93; B63B2001/128; B63B2035/446; F03D  13/22; B63B2001/126; B63B   1/107; B63B  21/50; F03D  13/10; B63B   5/22; Y02E  10/727; B63B   5/20; E02B2017/0091; F05B2240/95
493025898,ES20100711622T,Parque eÛlico en mar abierto,"Parque eÛlico (1) que comprende al menos una estructura flotante (2) que soporta turbinas eÛlicas que tienen un rotor con palas de rotor que definen un plano de rotaciÛn, estando colocadas las turbinas eÛlicas en una fila en disposiciÛn paralela, teniendo la estructura flotante tres esquinas, caracterizado por que la estructura flotante soporta solo dos turbinas eÛlicas, estando provistas dos de las esquinas de una de las turbinas eÛlicas (3) y comprendiendo una tercera esquina (21) una secciÛn de amarre, en el que la tercera esquina no soporta ninguna turbina eÛlica.",2010,F03D  13/10; B63B   1/107; B63B  35/44; F05B2240/93; F05B2240/96; B63B2001/128; B63B2035/446; F05B2240/95; B63B   1/10; F03D   7/0204; F03D  13/25; B63B   1/00; Y02E  10/723; Y02E  10/727; F03D   1/00
493028382,CN201621267378U,Removal ballast leveling control device of floating fan,"The utility model provides a removal ballast leveling control device of floating fan can restrain the slope and motion response of floating fan. Including portable ballast, smooth movable rail way, limit bearing and leveling control server etc.. Portable ballast has power, brake and locking system, can slide on the track by the receive real -time signal, and braking and lock are died. Smooth movable rail says according to floating wind turbine foundation's overall arrangement and usable space settings to lay the ballast and remove required slide rail, hinge, lead screw etc. Orbital tip sets uplimit bearing, prevents ballast roll -off track to place the auxiliary assembly of ballast power. Real -time initiative control command according to the velocity magnitude and the direction monitoring data of wind, wave, stream, is sent to removing ballast to the mountable of leveling control server in the deck or a fan tower section of thick bamboo on basis.",2016,B63B  39/02; B63B  35/44
493041849,CN201711102975,As-normalized EH36 extra-thick steel plate useful for high heat input welding and preparation method,"Provided is an as-normalized EH36 extra-thick steel plate useful for high heat input welding. The steel plate comprises the following components in mass percent: 0.08%-0.05% of Als, greater than or equal to 0.025% of Nb, 80-100 ppm of N, and 0.06-0.10% of V. The content of V, Ti and N in the steel plate satisfies that V/N is greater than or equal to 6.0 and TI/N is greater than or equal to 1.5. The present invention also provides a preparation method of the steel plate at the same time. The normalized extra-thick plate produced according to the present invention can meet the requirements of performance indicators of 80-100 mm EH36 simultaneously, and can also meet the requirements of high heat input welding. According to the present invention, the steel plate is simple in preparation process and excellent in overall mechanical performance, and can be widely applied to the fields of shipbuilding, ocean engineering equipment manufacturing, offshore wind power and the like.",2017,C21D   8/0247; C22C  38/14; C21D   8/02; C22C  38/06; C22C  38/001; C22C  38/12; C21D   8/0221
493075421,CN201721153121U,A anti -sway device that is used for a marine fan tower section of thick bamboo to install,"The utility model belongs to the technical field of marine wind power mechanism, a an anti -sway device that is used for a marine fan tower section of thick bamboo to install for reduce the equipmentthat a tower section of thick bamboo rocked in the marine fan installation, including pylon end, tower section of thick bamboo end and installation ship control chamber end. A plurality of hank reelsthat subtract are evenly arranged and are fixed in tower section of thick bamboo inner wall, connect tower section of thick bamboo terminal adapter through the hawser, remote control signal transceiver and acquisition controller fixed mounting are in tower section of thick bamboo inner wall, and the remote control signal transceiver is used for control tower section of thick bamboo terminal adapter, and then angle and the position of control hawser through subtracting a hank reel adjustment tower section of thick bamboo, acquisition controller be used for gathering the hawser tension signal oftower section of thick bamboo terminal adapter to with signal transmission to remote control signal transceiver, contains acceleration sensor among the acquisition controller, the pylon hand ladle isdrawn together and is fixed in the pylon bottom, is subtracted the same number of pylon terminal adapter of hank reel with tower section of thick bamboo end, its position with subtract hank reel position one -to -one. The utility model discloses a convenient operation of pylon terminal adapter, easily installation.",2017,F03D  80/00; F03D  13/10; Y02E  10/722; Y02E  10/727; F03D  13/25
493098978,AU20170307124,"Tower bottom cooling device for wind power generator unit, and control method","A tower bottom cooling device for a wind power generator unit, and a control method. The tower bottom cooling device comprises a tower frame (1) and a radiator (2). A main air duct is disposed in the tower frame (1), and the radiator (2) is disposed in the main air duct. A first fan (6) is disposed in the main air duct. Air in the main air duct is driven by means of the first fan (6) to flow to cool the radiator (2). The main air duct and the outer environment of the tower frame (1) form an open cycle. In the tower bottom cooling device, the radiator is disposed in the tower frame, and accordingly the integrity of a heat dissipation system can be improved; and for an offshore unit, the construction cost of a platform outside a foundation can be reduced, and the time needed for offshore hoisting can be shortened. In addition, the number of holes that need to be formed to allow water inlet pipes, water outlet pipes and cables on the tower frame to penetrate out and the follow-up sealing problems can be reduced.",2017,F05B2260/64; F03D  80/60; F05B2240/912; F03D  13/20; F05B2260/20; Y02E  10/722
493129376,US201615051559,Shape shifting foils,"A shape shifting foil alters the shape of a fluid foil contour by rotating a leading edge structure. A skin that forms the fluid foil contour is at least partially attached to the leading edge structure, and is wrapped around the leading edge structure so two edges of the skin form the trailing edge of the fluid foil. The two edges forming the trailing edge slide with respect to one another, thereby permitting the skin to shift when the leading edge structure is rotated.",2016,B63B   1/24; B64C   9/00; F03D   7/022; F05B2240/31; B63B   1/248; B64C   3/52; F01D   7/00; Y02E  10/721; B63B   3/38; B64C   3/50; F03D   1/06; F03D   1/0675; B64C  27/473; B63B  39/06; B63H   1/26; B64C   3/26; B64C  11/20; F03D   7/02; Y02E  10/723; B64C   3/48; F01D   5/14
493166143,CN201721126270U,Marine buoyancy stake and offshore wind power generation machine,"The utility model provides a marine buoyancy stake and offshore wind power generation machine relates to offshore wind power generation's technical field, including plummer, buoyancy barrel and buoyant structure, be used for supporting offshore wind power generation equipment the plummer sets up on the buoyant structure, the perpendicular bottom that sets up at the buoyant structure of buoyancy barrel, buoyancy barrel is the hollow cylinder that local buoyancy supported, has solved in the buoyancy stake at sea of the offshore wind power generation machine steady technical problem inadequatelywhen the experience bad weather who exists among the prior art.",2017,F03D   3/06; Y02E  10/727; F03D  13/25; B63B  35/44; F03D   9/25; Y02E  10/74; F03D   7/06
493166553,CN201721132414U,Big arm folding mechanism and offshore wind power generation machine,"The utility model provides a big arm folding mechanism and offshore wind power generation machine relates to offshore wind power generation's technical field, put a flexible section of thick bamboo, locking mechanism and a tower section of thick bamboo including big arm, exhibition, the exhibition put flexible section of thick bamboo one end with big arm is connected, a flexible section of thick bamboo was put in the exhibition the other end with the pin joint of a tower section of thick bamboo, concertina movement is carried out on putting the flexible coastal plane of section of thick bambooparallel direction to the exhibition, drives big arm with a tower section of thick bamboo is received for the axle center and is closed or expand, locking mechanism sets up big arm with between the tower section of thick bamboo, locking mechanism is used for closing or development condition being in to receive big arm with a tower section of thick bamboo is fixed. The problem of the machine of offshore wind power generation when marine wind speed is greater than the safety threshold of equipment that exists among the prior art arm technique of folding up fast greatly is solved.",2017,F03D   3/06; Y02E  10/74; F03D  80/00
493166642,CN201721133566U,Blade anchoring device and offshore wind power generation machine,"The utility model provides a blade anchoring device and offshore wind power generation machine relates to offshore wind power generation's technical field, hit the piece including base, auto -lock centering block, anchor pin axle and anchoring, be provided with on the base and be used for holding the insertion groove of piece business turn over motion is hit in the anchoring, the pin joint of auto-lock centering block is in on the base, and with the entering of an alternating movement is hit in the anchoring in the insertion groove, the anchor pin axle is used for the locking the piece is hitin the anchoring, the anchor pin axle with the vertical direction motion of piece motion is hit in the anchoring, makes the anchoring hit the piece with the base is fixed. The problem of how to stabilize safety lock's technique among the prior art during blade auto -lock that exists is solved.",2017,F03D  80/00; Y02E  10/722
493167940,CN201721127366U,Winglet folding mechanism and offshore wind power generation machine,"The utility model provides a winglet folding mechanism and offshore wind power generation machine relates to offshore wind power generation's technical field, include the blade, receive and release drive arrangement, first branch and second branch, the one end of first branch and the equal pin joint of one end of second branch are in on the different positions of blade, be used for changing the blade makes its wind direction atress the biggest with the angle on sea level, the first branch other end with the common setting of the other end of second branch on receiving and releasing drive arrangement, the fan blade complete technical problem that can't fold up has been solved when marine wind -force is too big.",2017,F03D   3/06; Y02E  10/74; F03D  80/00
493233703,KR20170154750,A buoyant system of floating electricity generation platform,"The present invention relates to a buoyant system of a seawater power generation platform. According to the present invention, the buoyant system of the seawater power generation platform comprises: a plurality of buoys containing high-pressure air and ballast water inside to form buoyancy; a connection member to connect the plurality of buoys to each other; a ballast water moving pipe in which the ballast water contained in the plurality of buoys move; a high-pressure tank to supply high-pressure air into the plurality of buoys; a compressor to supplement an air pressure in the high-pressure tank; a balance sensor to detect a balance status of each of the plurality of buoys and to transmit a signal; and a control unit to receive the signal from the balance sensor and to control an air volume supplied from the high-pressure tank to the buoys and an air volume discharged from inside the buoys to the outside. When the balance sensor recognizes that some of the plurality of buoys has sunk more than the other buoys to break the balance, the control unit supplies high-pressure air into some buoys, moves the ballast water in the buoys to other buoys, and discharges the high-pressure air in the other buoys, into which the ballast water is introduced, thereby making the plurality of buoys keep their overall balance. Accordingly, the present invention is able to make the whole buoyant system lighter, to easily move the buoyant system farther out to sea, and to use a thin steel plate but maintain the necessary strength, thereby rapidly making a balance between the buoys.",2017,B63B  43/06; B63B   5/20; F05B2240/93; B63B   3/06; B63B   5/22; Y02E  10/70; B63B2035/446; Y02P  70/523; B63B2207/04; B63B2209/20; B63B2221/02; F05B2240/932; F05B2240/95; B63B  13/00; F03D  13/25; B63B  35/44; B63B2001/128; B63B2207/02; Y02E  10/727
493233788,KR20160173970,MULTIPLE VERTICAL AXIS TIDAL GENERATORS AND COMBINED POWER GENERATION USING IT,"The present invention relates to a multi-vertical axis tidal power generator vertically placed with respect to a flowing direction of tide and transferring kinetic energy moving along flow of tide to a generator to generate power. According to the present invention, the multi-vertical axis tidal power generator comprises a moving unit vertically installed with respect to the flowing direction of tide to be moved along the flow of tide. The moving unit includes: a central shaft installed in a state vertical to a bottom surface to be able to rotate; at least one rotary blade spaced apart from a predetermined distance in a longitudinal direction of the central shaft and rotated along the flowing direction of tide; a generator including a connection rod connecting the central shaft and the rotary blade while being coupled to the central shaft and the rotary blade, and connected to the moving unit to convert kinetic energy generated through movement of the moving unit into electric energy; and a controller connected to the generator to control operation of the generator and managing the electric energy converted through the generator.",2016,F03B  13/26; F05B2240/95; Y02E  10/223; F03D   9/008; F05B2240/93; Y02E  10/28; F03B   3/18; F03D   9/00; F03D  13/25; F03B  15/00; F03B  17/062; F03B  13/264; F05B2240/91; Y02E  10/727; F05B2220/706; F05B2240/212
493235487,KR20170063890,Vertical type wind power generator,"The present invention relates to a vertical type wind power generator which floats blades while balancing floating force at the time of rotating the blades, thereby improving power generation efficiency due to reduction of frictional force. The vertical type wind power generator comprises: a base which includes a support plate and a center shaft; a plurality of bearings which are combined with the center shaft formed in the base; supporters which include a plurality of frames formed radially from the bearings about the center shaft; a plurality of blades which are combined with the supporters, include an upside inclination portion and a downside inclination portion, are disposed at regular intervals about the center shaft of the base, and are rotated about the center shaft together with the bearings and the supporters when airflow occurs; and floating wing portions which are combined with the blades such that the bearings, the supports, and the blades float by generating floating force at the time of rotating the blades, and includes a first floating wing extending from the blade in the center shaft direction and a second floating wing extending from the blade in the outer direction. When floating force is generated on the blades, the blades are not inclined to be balanced to generate a floating force. Accordingly, it is possible to reduce frictional force and to improve efficiency of power generation without damage to constituent elements. In addition, the blades at the position which are not affected by generated airflow can also be affected by airflow, it is possible to improve power generation efficiency.",2017,F03D   3/06; Y02E  10/74; F03D   3/04; F03D   3/005; F03D   3/062; F05B2240/211; F03D   3/00; F03D   3/0445
493241162,DK20120382051T,FREMGANGSM≈DE TIL AT UNDG≈ SP∆NDINGSUSTABILITET I EN OFFSHORE-VINDMÿLLEPARKS ELNET,NULL,2012,F03D   7/048; F03D   7/0284; G01R  25/005; H02J   3/386; Y02E  10/763; H02J   3/24; F03D   7/00; Y02E  10/723; Y02E  10/725; F03D   9/257; F05B2240/95; G05B  15/02
493353016,CN201720447908U,Section of thick bamboo sail device is revolved to round platform shape of utilizing magnus effect,"The utility model belongs to the technical field of utilize the research in the aspect of the wind energy helping hand sail in the boats and ships and specifically relates to a round platform shape isa section of thick bamboo sail device soon that utilizes the magnus effect to turn into kinetic energy with the wind energy efficient. Revolve section of thick bamboo sail include with the deck through the articulated fixed section of thick bamboo main shaft that revolves, a bearing for fixed wing section sail, round platform shape dryer and wing sail, the fixed cover of round platform shape dryer is on revolving section of thick bamboo main shaft, round platform shape dryer is big end down and sets up, the outside of round platform shape dryer is equipped with two wing section sails, two wing section sails are symmetry setting for revolving section of thick bamboo main shaft, the wing section sail passes through antifriction bearing and sets up in round platform shape dryer both sides, the last closed transmission of control wing section sail that is equipped with of antifriction bearing. Can effectively utilize the wind energy at the ship transportation in -process, provide power for boats and ships to pnematic power environment to under the different situation is suitably adjusted, bigger saving the fuel cost, and improved the steadiness of operation in -process, greatly reduced the ship cruise cost.",2017,B63H   9/02; Y02E  10/74; F03D   3/00; Y02T  70/58
493374982,CN201720971235U,Marine wind power platform pitching pile fixing device,"The utility model relates to a marine wind power platform pitching pile fixing device, it includes work platform (1), two rows little spud leg (4) around being provided with on work platform (1), every little spud leg (4) position all are provided with pitching pile positioning mechanism (5), pitching pile positioning mechanism (5) including lifting ring seat (5.1), lifting ring seat (5.1) are gone up and are followed vertical wear to be equipped with round accommodate the lead screw (5.2), be provided with on work platform (1) of lifting ring seat (5.1) below round fixing support (5.3), accommodate the lead screw (5.2) lower extreme is connected with fixing support (5.3), all is provided with adjusting nut (5.4) and lower adjusting nut (5.5) on every accommodate the lead screw (5.2). Theutility model relates to a marine wind power platform pitching pile fixing device, it can provide firm basis for whole work platform insert the sea bed through big spud leg and little spud leg in, hasguaranteed the precision of construction operation.",2017,F03D  13/25; Y02E  10/727; F03D  13/10
493389706,CN201711184853,Hydraulic oblique push type offshore wind turbine installation system,"The invention relates to a hydraulic oblique push type offshore wind turbine installation system. The installation system comprises a wind turbine installation ship, a rotating device, a hydraulic system and wind turbine arrangement lifting devices, tail supporting columns are vertically arranged at the tail part of a deck, and tail rails are arranged on the tail supporting columns; the rotating device comprises gear lifting devices, rotating arms and mechanical arms, the gear lifting devices slide up and down along the tail rails, and one ends of the rotary arms are hinged to the gear liftingdevices; the hydraulic system comprises hydraulic power devices, hydraulic bases and hydraulic rods hinged to the hydraulic bases, the top ends of the hydraulic rods are hinged to the rotating arms,and the hydraulic power devices drive the hydraulic rods to stretch and push the rotating arms to rotate; and whole wind turbines are horizontally arranged on the wind turbine arrangement lifting devices, and the mechanical arms hold and lift tower drums of the wind turbines. According to the hydraulic oblique push type offshore wind turbine installation system, after the mechanical arms hold thetower drums of the wind turbines, the hydraulic system pushes upwards the rotating arms to rotate around a tail cross beam, meanwhile, the tail cross beam can move up and down along the tail rails, and the two ends of each rotary arm can work cooperatively, so that installation time of one offshore wind turbine can be effectively shortened.",2017,B63B   9/06; B63B  35/00; B63B2035/446; Y02E  10/727; F03D  13/25; B63B  75/00
493394740,CN201711139745,Offshore wind power generator with self-protection function,"The invention discloses an offshore wind power generator with a self-protection function. The generator comprises a floating platform, a wind turbine, a water supply hose and a self-balancing mechanism, wherein the self-balancing mechanism comprises at least three self-balancing components; the self-balancing component comprises a floating body, a water flow driving part and a balance arm providedwith a water jet flow channel; a water inlet of the water jet flow channel is communicated with the other end of the water supply hose, the balance arm comprises a connecting end and a floating end;the connecting end is connected with a connecting lug, the floating body is arranged on the floating end, and the water flow driving part is communicated with the water jet flow channel and electrically connected with the control device; in this way, the balance arm can obtain counter-acting force generated by washing force and can form lateral support for the fan foundation, so that automatic posture correction can be realized on the basis of the fan, the balance state of the wind-driven generator can be adjusted in a self-adaptive mode on the premise of avoiding the use of the cable, and thesituation that the wind-driven generator is stressed is avoided, so that when the wind driven generator is impacted and affected by various limit loads such as ocean, flow, wind, waves and the like,the wind driven generator can be prevented from being overturned.",2017,Y02E  10/725; Y02E  10/722; F03D   9/007; F03D  80/00; H02S  10/12; F03D   9/25; F03D  13/25; Y02E  10/727
493459372,US201615158815,Systems and methods for offshore electrical energy generation,"In various embodiments, an offshore electrical energy generator is disclosed. The generator includes a buoy configured to float on a body of water. A wind turbine is mounted to the buoy. An air storage tank is configured for submersion. An air compressor is stowed within the buoy and coupled to the wind turbine and configured to charge the air storage tank in response to receiving wind energy collected by the wind turbine. An expansion turbine is stowed within the buoy and is configured to receive compressed air stored within the air storage tank and to decompress the compressed air to generate electrical energy.",2016,F03D   9/00; F03D   9/28; Y02E  60/15; Y02P  80/158; F01D  25/12; F03D   9/255; F01D  15/10; F03D   9/17; Y02E  10/727; F02C   6/00; F05B2240/93; F03D  13/25; F01D  25/10
493606376,KR20160125368,FLOATING STRUCTURE AND METHOD FOR INSTALLING OFFSHORE WIND TURBINES USING THE SAME,"The present invention provides a floating structure. The floating structure of the present invention comprises: a parent vessel capable of sailing to the location of offshore wind turbine installation; a platform for offshore operation having legs installed through the same in the vertical direction; and a platform transferring unit installed in the parent vessel, coupling the platform for offshore operation to the parent vessel in a sailing mode, and separating the platform for offshore operation from the parent vessel in a jack-up mode.",2016,B63B2209/20; F03D   1/00; Y02E  10/727; B63B  35/40; B63B  35/003; F03D  13/40; Y02E  10/70; B63B  35/44; B63B2035/446; B63B  27/02; B63B  27/00; B63B  35/00
493654934,CN201720738366U,Special leading truck of marine wind power clump of piles basis pile -sinking construction,"The utility model discloses a special leading truck of marine wind power clump of piles basis pile -sinking construction, reach leading truck down including last leading truck, go up pipe on the piling bar that the leading truck includes that four two bisymmetries arrange, and be equipped with pipe on the grouser on per two piling bars between the pipe, be connected through upper steel beam between the pipe on pipe and the grouser on the piling bar, the leading truck includes the piling bar downcomer that four two bisymmetries were arranged down, and is equipped with the grouser downcomer between per two piling bar downcomers, the piling bar downcomer is connected through lower steel beam with the grouser downcomer within a definite time, the grouser top is equipped with the linkage that can promote the leading truck, go up the leading truck and be a whole through bolted connection before the leading truck down, the end can be sat to the leading truck becomes interim fixed platform, and also can hang becomes interim floating platform on the grouser. The utility model provides an it is fast that special leading truck has the location, characteristics such as precision height, simultaneously to ship machine equipment require lowerly, reduced construction cost.",2017,E02D   7/10; E02D  13/04; E02D  13/00
493662481,CN201711348398,Catenary linear combined offshore wind turbine support structure system,"The invention discloses a catenary linear combined offshore wind turbine support structure system, which is formed by adding a Spar cylinder and adopting catenary linear tension keys based on a traditional tension leg type offshore wind turbine concept. The structure system consists of a tower cylinder, floating cylinders, the Spar cylinder and the catenary linear tension keys. The catenary lineartension keys can effectively limit the structure moving range, the sudden change amplitude of internal force of the tension keys in structure movement can be relieved, and thus the failure probability of the tension keys is reduced. The Spar cylinder is arranged below the tower cylinder; through loading of different ballast weights, the structure construction righting can be performed, and the gravity center height of the wind turbine in the working period can be adjusted, so that the structure stability is improved, and the structure rollover instability after failure of the tension keys isprevented; and the combined offshore wind turbine support structure system inherits respective advantages of catenary linear mooring and the Spar cylinder, and is convenient to construct, excellent inbuoyancy performance, low in failure probability of the tension keys and excellent in structural stability.",2017,Y02E  10/727; F03D  13/25
493742336,TW20176119773,Access structure to ocean structure,"An access structure (100) to an ocean structure includes: a plurality of platforms (21, 22, 23) that are arranged on a circumference of the ocean structure (A) and adjacently to each other; and an aboardage board portion (3) that is arranged below of the platforms (21, 22, 23). The heights of the plurality of platforms (21, 22, 23) are different from each other. The plurality of platforms (21, 22, 23) are arranged on a circumferential direction of the ocean structure (A).",2017,B63B  35/00; B63B  27/30; F03D  13/25; B63B  27/14; Y02E  10/722; Y02E  10/727; F03D  80/50
493745689,TW20176112813,Methods of maintaining an offshore power plant,A method of maintaining an offshore power plant. A plurality of airborne power generating craft are landed on or near a floating vessel. Each of the plurality of airborne power generating craft forms part of the offshore power plant.,2017,F03D   5/00; F03D   9/30; F03D   1/02; Y02E  10/70; F03D  13/25; B64C  39/022; F05B2240/90; H02G  11/02; B63B  35/44; B64F   1/08; F03D   7/042; F05B2240/92; F05B2240/921; F05B2240/95
493745968,TW20176112814,Methods and systems for electrical isolation in an offshore power generation plant,A method of generating power. An airborne power generating craft is connected to an anchor using a tether line. The anchor is secured to an underwater floor. Power is generated based on movement of the airborne power generating craft in response to a wind force. The tether line is maintained at a constant length between the airborne power generating craft and the anchor as the airborne power generating craft moves in response to the wind force. The airborne power generating craft is connected to an electrical transmission system through at least part of the tether line. The generated power is transmitted to the electrical transmission system. A condition is sensed in which transmitting power to the electrical transmission system is not desired. The airborne power generating craft is electrically isolated to prevent power from being transmitted from the airborne power generating craft to the electrical transmission system.,2017,B64C  39/022; F03D   9/25; F03D   9/257; B63B2035/446; F05B2240/95; Y02E  10/725; B63B  35/50; F03D  13/25; F03D   9/32; Y02E  10/723; F03D   5/00; F03D   7/0284; F03D  80/00; H02K   7/183; Y02E  10/70
493746146,TW20176112812,Systems and methods for offshore power generation using airborne power generating craft tethered to a floating structure,A method of generating power. An airborne power generating craft is connected to a floating structure using an aloft portion of a tether line. The floating structure is connected to an anchor using an underwater portion of the tether line. The anchor is secured to an underwater floor. Power is generated based on movement of the airborne power generating craft in response to a wind force. The floating structure is connected to an electrical transmission system through at least part of the tether line. The generated power is transmitted to the electrical transmission system.,2017,B64C  39/022; F05B2240/921; F05B2240/90; F03D  13/25; Y02E  10/70; F03D   1/02; F03D   5/00; F05B2240/92; F05B2240/95; H02G  11/02; B64F   1/08; F03D   7/042; F03D   9/32
493747173,TW20176112815,Methods and systems for maintaining an offshore power plant having airborne power generating craft,A method of maintaining an offshore power plant. A power generating craft is attached to a tow cable on a floating vessel. The floating vessel is moved to an offshore power generating site. The power generating craft is maintained in an airborne state while the floating vessel is moving to the offshore power generating site. The power generating craft is detached from the tow cable and attached to a first end of a tether line at the offshore power generating site. The second end of the tether line is anchored to an underwater floor. The power generating craft is operated in an airborne state.,2017,F03D   5/00; B64C  39/022; F03D   9/257; F05B2240/95; Y02E  10/725; F03D   9/32; B63B  21/56; F03D  13/25; B63B  75/00; F03D  13/40; H02K   7/183; Y02E  10/70; B63B2035/446; F05B2240/92
493778542,US201615567843,Floating mounting having a depth-variable horizontal cross-section,"The present invention relates to a floating mounting (1) which includes ballasting means (2) in order to vary the draught of the floating mounting. The floating mounting (1) according to the invention has a depth-variable horizontal cross-section, such that the second moment of area of the cross-section of the floating mounting, at the buoyancy surface (Sd), is higher when the floating mounting is deballasted, compared with the second moment of area of the buoyancy surface of the floating mounting, at the buoyancy surface (Sb), when the floating mounting is ballasted.",2016,F03D  13/20; F03D  13/25; B63B   1/04; F03D  13/22; F05B2240/97; Y02E  10/727; B63B2207/02; B63B2035/446; F05B2240/95; B63B  35/44
493781379,US201715801805,Pier and mat foundation fortification and monitoring system,A method of retrofitting a pier/mat foundation and assemblies for same. Retrofitting includes attaching fortification brackets around an outside of a pier of a pier/mat foundation of a wind turbine structure. Fortification rod bottom ends are secured to the mat outside of the pier and near a location under an outer portion of each installed fortification bracket. Fortification rod top ends are attached to openings in outer portions of the fortification brackets. A retrofitting foundation fortification assembly includes a top bracket with at least one hole to receive a foundation anchor holding a wind turbine tower to a pier/mat foundation; a vertical portion dependent from the top bracket near a vertical face of the pier when the at least one hole receives foundation anchors; and a fortification rod hole located outside of the pier when the at least one hole receives the foundation anchors.,2017,E02D  27/425; F03D  80/00; F05B2230/80; E02D  27/50; E02D  27/42; F03D  13/20
493787038,US201715856655,Methods for controlling floating wind turbine platforms,A method for controlling an inclination of a floating wind turbine platform Position data associated with an orientation of the floating wind turbine is received. A heel angle in reference to the floating wind turbine platform is determined based on the position data. A first signal for adjusting at least one of a blade pitch of a set of turbine blades and a torque of a generator is sent based on the determined heel angle. A second signal for distributing ballast among at least three stabilizing columns is also sent. The second signal for distributing the ballast is based on the determined heel angle and the first signal. The first and second signals may be adjusted to account for startup and shutdown procedures and for future changes to wind speed and velocity.,2017,B63B  22/20; F03D   7/04; B63B   1/10; F03D   7/02; F05B2240/93; Y02E  10/721; B63B  13/00; B63B  39/03; B63B  43/06; Y02E  10/727; B63B   1/107; B63B  35/44; F03D   7/048; B63B2035/446; F03D  13/25; Y02E  10/723
493787054,US201515560887,Gravity foundation for the installation of offshore wind turbines,"A gravity-based foundation for the installation of offshore wind turbines, manufactured in a floating dock for towing to the final destination thereof, where it is anchored and finally completely submerged below sea level, comprising a concrete floating caisson, in the shape of a prism, with a hexalobular base, divided into several cells by at least one partition with a significantly circular cross section, concentric with a central cell, determining inner vertical cells interconnected with each other and with the exterior, which is closed at the top by a cover or covers that are removed once the foundation is anchored before being filled with a ballast material.",2015,E02D  27/425; E02B  17/0004; E02B  17/024; E02B2017/0091; F05B2240/95; E02B  17/02; E02B2017/0069; E02B  17/00; E02D  27/42; F05B2250/141; F03D  13/25; F05B2240/97
493792188,US201715799529,Conversion of movable offshore drilling structure to wind turbine application,"The present disclosure generally relates to movable offshore platforms for installing wind turbines, and methods of forming the same. The movable offshore platforms are offshore platforms which were previously used in hydrocarbon production, such as jack-up units. The movable offshore platforms may be decommissioned and retrofitted with equipment for installing wind turbines. The movable offshore platforms may be American-made or otherwise Jones Act compliant. Methods of forming the same are also included.",2017,B63B  35/44; E02B  17/08; E02B2017/0091; F05B2230/80; B63B  75/00; B63B2035/446; F03D  13/40; F05B2230/61; F05B2240/95; Y02P  70/523; Y02E  10/727; B63B   9/06; E02B  17/02; E02B2017/006; E02B2017/0065; F03D  13/10; E02B  17/0836; F03D  13/25; F05B2230/6102; E02B2017/0052; E02B2017/0082; B63B  85/00; B63B   9/00; B63B  35/4413; E02B  17/00; E02B  17/021; E02B2017/0039
493986088,BR2009PI11567,plataforma flutuante para turbina eÛlica e mÈtodo para operar uma plataforma flutuante para turbina eÛlica,"plataforma marÌtima estabilizada por colunas, com placas para aprisionamento de ·gua e sistema de amarraÁ„o assimÈtrica para suporte de turbinas eÛlicas offshore - uma plataforma flutuante para turbina eÛlica inclui uma estrutura de flutuaÁ„o (105)que inclui trÍs colunas (102, 103) que s„o acopladas uma ‡ outra com vigas principais horizontais (115). uma torre de turbina eÛlica (111) È montada sobre uma coluna de suporte da torre (102) para simplificar a construÁ„o do sistema e aumentar a resistÍncia estrutural. as p·s da turbina (101) s„o acopladas a uma nacela (125) que gira no topo da torre (111). o gerador da turbina e outros equipamentos elÈtricos podem ser montados tradicionalmente na nacela, ou mais abaixo na torre (111) , ou no topo da coluna que suporta a torre (102). a estrutura de flutuaÁ„o (105) inclui um sistema de lastreamento com ·gua que bombeia ·gua entre as colunas (102, 103) para manter a torre (111) em um alinhamento vertical, independentemente da velocidade do vento. chapas de aprisionamento de ·gua (107) s„o montadas no fundo das colunas (102, 103) para minimizar o movimento rotacional da estrutura de flutuaÁ„o (105) devido a ondas.",2009,B63B   1/107; F05B2240/93; B63B  39/03; B63B  39/06; B63B2039/067; F03D   7/0204; B63B  35/00; F03D  13/10; E02B  17/04; F03D  80/00; F03D   9/25; F03D   9/257; E02B   9/00; E04H2012/006; F03D  13/25; Y02E  10/22; Y02E  10/727; B63B  35/44; B63B2035/446; E02B2017/0091; F05B2240/95; Y02E  10/725; F03D  17/00
494110386,CN201711182468,Overall horizontal preloading-boarding system for offshore wind turbine and preloading-boarding method,"The invention relates to an overall horizontal preloading-boarding system for offshore wind turbines and a preloading-boarding method. The whole horizontal preloading-boarding system comprises the wind turbines, self-propelled modular carrier vehicles, a wind turbine mounting ship and lifting devices, wherein the self-propelled modular carrier vehicles are positioned at a dock and comprise four tower tube carrier vehicles and one engine room carrier vehicle; the tower tube carrier vehicles comprise two lower tube carrier vehicles, one middle tube carrier vehicle and one upper tube carrier vehicle; a lower tower tube, a middle tower tube and an upper tower tube of each wind turbine are correspondingly mounted on the above three kinds of tower tube carrier vehicles; an engine room of each wind turbine is mounted on the engine room carrier vehicle; the lower tube carrier vehicles, the middle tube carrier vehicle, the upper tube carrier vehicle and the engine room carrier vehicle move along the same axis and are utilized for the butt joint among all segments of each wind turbine; the lifting devices comprise amidship pillars; the amidship pillars are vertically mounted on a deck and equipped with first rails in the axial direction; sliding wind turbine lifters are arranged on the first rails; and fixing clamps are mounted on the wind turbine lifters. According to the overall horizontal preloading-boarding system provided by the invention, the self-propelled modular carrier vehicles positioned at the dock are utilized for the butt joint among the segments of each wind turbine aswell as the overall preloading and boarding of each wind turbine, so that the assembly difficulty can be lowered, the wind turbine assembly risk can be reduced, the preloading and boarding efficiencycan be improved, and the energy consumption can be lowered.",2017,F03D  13/25; Y02E  10/727; B63B  35/00; B63B2035/446; B63B   9/06; B63B  75/00
494113834,KR20177037804,?? ? ?? ??? ???? ???? ??? ?? ?? ??? ???,"??? ?-??? ?? ?? ???? ??? ????. ?? ??? ?? ?? ???? 3?? ??? ??? ??? ????, ? ??? ??? ?? ??, ?? ??, ? ?? ???? ???? ?? ?? ???. ? ??? ??? ?? ??? ??? ???? ?? ??? ???? ???? ??? ? ????? ?? ? ??? ? ????. ?? ??? ?? ?? ???? ?? 3?? ??? ??? ????, ? ??? ??? 2?? ?? ? ?? ??? 2?? ??? ?? ??? ????. ?? ??? ??? ??? ???? ???? ??? ??? ????. ??? ?? ?? ??? ?? 3?? ??? ?? ? ??? ??? ??? ?? ?? ?? ?? ???? ?? ??? ???? ?? ?? ??? ??? ?? ???? ?? ????? ????.",2016,B63B  39/03; B63B  39/06; B63B2209/20; Y02E  10/727; F03D  13/25; B63B   1/107; B63B  35/44; B63B2039/067; F05B2240/93; B63B2001/128; B63B2035/446; F05B2240/95; B63B  43/06; B63B   1/10; B63B   1/12
494247944,RU20170122739,ATMOSPHERIC ELECTRIC POWER FACILITY,"FIELD: power engineering.SUBSTANCE: invention relates to renewable power generation. Atmospheric power facility contains withholding from the earth by cable floating in the air wind turbine with horizontal axis of rotation, comprising helium-filled cylindrical can, fitted with blades and axis, at the ends of which there are electric generator and stabilizers which are made of film and receiving cylindrical can as a result of helium injection, inside which thin-filmed solar battery, forming cavity, is fixed along its diametrical cavity, at the same time the upper part of can is transparent, lower part is attached to load in form of batten, and at its ends there are disks with semiaxes, by which can is attached to wind turbine axis with the help of cables electrically connected to thin-filmed solar battery.EFFECT: invention is aimed at increased facility capacity.1 cl, 4 dwg",2017,Y02E  10/725; F03D   5/00; F03D   9/007; H02S  10/12; F03D   9/00; Y02E  10/70
494257237,US201615567199,Hull for a floating wind turbine platform,"A hull for a semi-submersible wind turbine platform capable of floating on a body of water and supporting a wind turbine includes a keystone and at least three bottom beams extending radially outward of the keystone. Each bottom beam has a primary beam portion and a column base portion, wherein the column base portion is configured to support an outer column of the hull thereon, and wherein the primary beam portion defines a first ballast compartment therein. The first ballast compartment is in fluid communication with water in the body of water in which the hull is floating.",2016,B63B  35/44; B63B2001/128; B63B   1/10; B63B   1/12; B63B  39/03; F03D  13/25; F05B2240/93; B63B2035/446; B63B2013/005; F05B2240/97; B63B   1/107; B63B   5/18; Y02E  10/727; B63B  13/00; B63B2209/20; F03D  13/40
494556868,CN201711329669,Supporting and mounting device for wind turbine tower prestressed steel strand and constructing method of supporting and mounting device,"Disclosed are a supporting and mounting device for a wind turbine tower prestressed steel strand and a constructing method of the supporting and mounting device. The supporting and mounting device comprises an outer supporting frame. The outer supporting frame comprises an upper pallet plate, a lower bottom plate parallel to the upper pallet plate and a set of force bearing rods vertically connected between the upper pallet plate and the lower bottom plate. An inner supporting frame is assembled and connected with the interior of the outer supporting frame. The inner supporting frame is located between the upper pallet plate, a lower pallet plate and the force bearing rods and comprises an upper supporting plate and a lower supporting plate which are parallelly arranged, and a supporting rod vertically connected between the upper supporting plate and the lower supporting plate. The supporting and mounting device has the functions of steel strand support and later anchorage installation, so that support of the steel strand is more convenient and firmer and installation of the lower part of the wind tower is more convenient and labor-saving; the purpose of multiple reuse can be achieved, the cost is reduced, operation is simple, and the installation efficiency and precision of anchorage after steel bar reinforcement are greatly improved; and the supporting and mounting device issimple in structure, the purpose of rapid assembly and disassembly can be achieved, operation is convenient, applicability is wide, and the supporting and mounting device can be widely used in construction of the prestressed steel strand of the wind turbine tower.",2017,E04H  12/20
494710192,EP20180174081,MAINTENANCE DEVICE AND VESSEL FOR OFFSHORE WIND TURBINE,"La prÈsente invention concerne un dispositif de maintenance (1) pour Èolienne offshore (10) apte ‡ s'appliquer contre et se dÈplacer le long du m‚t (10a) de l'Èolienne comprenant : \n - une plateforme de maintenance (2) comprenant une Èchancrure (2a) de prÈfÈrence en forme de U, de sorte que le m‚t de l'Èolienne (10) puisse rentrer dans ladite Èchancrure (2a), et \n - des moyens de dÈplacement (3) de ladite plateforme de maintenance (2) le long du m‚t de l'Èolienne (10a), comprenant une pluralitÈ de chenilles motorisÈes (30) disposÈes dessous ladite plateforme de maintenance de sorte que lorsque le m‚t de l'Èolienne est disposÈ dans ladite Èchancrure avec l'axe longitudinal vertical du m‚t de l'Èolienne perpendiculaire au plan de travail (2b) de ladite plateforme de maintenance, lesdites chenilles (30) comprenant des patins (30a) sont aptes ‡ s'appliquer en appui contre ledit m‚t de l'Èolienne et se dÈplacer le long du m‚t de l'Èolienne. La prÈsente invention concerne Ègalement un navire (100) de maintenance d'Èolienne ÈquipÈ d'un dispositif de maintenance (1) pour Èolienne offshore (10) selon l'invention.",2018,E02B  17/00; B62D  55/06; F03D  80/50; F05B2230/61; B66C2700/01; E04G2003/286; F03D  13/25; B66C   3/20; B66C  23/185; B63B  35/00; E04G   3/24; B62D  57/024; E02B  17/0034; E04G   3/243
494751830,MY2012PI01310,POLYAMIDE-SHEATHED STRUCTURAL STEEL TUBES FOR OFFSHORE STRUCTURES,"THE FOUNDATION STRUCTURE OF AN OFFSHORE STRUCTURE, FOR EXAMPLE OF AN OFFSHORE WIND ENERGY SYSTEM, IS COMPOSED OF STEEL TUBES SHEATHED BY AN EXTRUDED LAYER MADE OF A POLYAMIDE MOULDING COMPOSITION. THIS SIMULTANEOUSLY ENSURES BOTH GOOD PROTECTION FROM CORROSION AND GOOD PROTECTION FROM MECHANICAL EFFECTS, GIVING THE FOUNDATION STRUCTURE MARKEDLY PROLONGED LIFETIME.",2012,E02D2300/0026; B29C  48/32; E02D  27/52; E02D  27/42; E02D2300/0006
494837555,CN201611036366,Self-elevating boarding ladder,"The invention discloses a self-elevating boarding ladder, comprising a main ladder, a tail ladder and a tower. The tail ladder is connected with the main ladder. One end of the main ladder is fixed onthe tower through a pin shaft assembly, and the other end of the main ladder is connected with an electric motor fixed on a platform through a pulley assembly. A spring push rod is arranged on the tower. The joint portion of the spring push rod is connected with the main ladder in a contact way. A locking device is arranged below the spring push rod. The locking device is fixed on the tower. Theboarding ladder can be retracted, does not occupy the crane of an offshore wind power self-elevating operating platform, and can reach own balance with the instantaneous movement of a traffic boat. Asa passageway between the platform and the traffic boat, the boarding ladder can rotate with the instantaneous movement of the traffic boat caused by the ebb and flow of the sea level and waves. The self-elevating boarding ladder occupies a small platform space, has high reliability and high safety and is convenient to install. The self-elevating boarding ladder can effectively improve the efficiency of offshore wind power construction.",2016,B63B  27/14; B63B  27/30
494874491,KR20170015022,METHOD FOR TRANSPORTING WIND POWER GENERATOR,"The present invention relates to a wind turbine moving method capable of quickly and safely moving a wind turbine generator from the sea to an installation position, and the wind turbine moving method includes a column fastening preparing step of moving a barge so that a column moving device provided on the barge can fasten the column of the wind power generator, a column fastening step of fastening the column of the wind power generator by the column moving device for an upward movement, a column moving step of moving the barge to move the wind turbine generator to an installation position, and an installation step of releasing the fastening from the column of the wind turbine after the column moving device moves the wind turbine downwards. In this way, when the wind turbine is installed on the sea, the wind turbine generator can be moved quickly and safely to the installation position.",2017,B63B  35/28; F03D  13/25; B63B  27/16; F03D  13/10; B63B  35/00; Y02E  10/727; B63B  35/003
494898210,DK20130751616T,SKIB TIL INSTALLERING AF OFFSHORE-VINDMÿLLE OG FREMGANGSM≈DE TIL INSTALLERING AF OFFSHORE-VINDMÿLLE,NULL,2013,B63B  21/50; B63B  27/10; Y02E  10/727; F03D  13/20; F03D  13/25; F05B2230/6102; Y02P  70/523; B63B  35/003; F05B2240/95; B63B  35/44; E02B2017/0091; E02B2017/0043; B63B  35/00; F03D  13/10; F03D  13/40; E02B2017/0039
494898559,DK20130831870T,Apparat og fremgangsmÂde til placering af en konstruktions komponenter,NULL,2013,F03D  13/25; B66C  23/52; F03D  13/10; F03D  13/40; B66C  23/185; Y02P  70/523; B66C  13/06; F05B2240/95; B66C  23/18; Y02E  10/727; Y10T  29/49318; F03D   1/06; F03D   1/00; Y02E  10/721
494907353,US201615365249,Integrated tether and mooring with floating platform for energy kite,"Offshore airborne wind turbine systems with an aerial vehicle connected to an undersea anchor via a tether are disclosed. A floating landing platform may be coupled to the tether and be dragged along the surface of the water along with the tether. The landing platform may be designed such that the tether can freely pass through the platform, allowing the aerial vehicle to ascend, descend, move laterally, and in crosswind flight, without creating a significant tension load on landing platform. The landing platform may also include a tether drive mechanism that can actively move the tether through the platform, thus changing the platform's location along the length of the tether.",2016,F03D   9/25; B63B  35/50; F03D   9/00; F03D  13/25; Y02E  10/70; B63B2035/446; B64C  39/02; F05B2240/95; B64C  39/022; B64C2201/148; B64F   3/00; F05B2240/921; Y02E  10/727; B64C  39/024; B64F   3/02; F05B2240/93; F03D   5/00; F05B2240/923; F03D   9/255
494913988,TW20176215237U,Dual-action transmission with body connection,"A dual-action transmission apparatus comprises one input wheel assembly, one output wheel assembly, and one flexible transmission element; the input wheel assembly has a drive shaft which connects with a drive wheel and an idle wheel; the output wheel assembly has a driven shaft that connects with the first ratchet wheel (or one-way bearing, freewheel, etc.) integrated with the first wheel and the second ratchet wheel integrated with the second wheel, that the first wheel and the second wheel will drive the driven shaft when they rotate in the positive direction; that the flexible transmission element is wrapping around the drive wheel, the first wheel, the idle wheel, and the second wheel; that as the drive wheel rotates in positive direction the first wheel will rotate in positive direction and that the first wheel will drive the output shaft via its integrated ratchet wheel; and that as the drive wheel rotates reversely the second wheel will rotate in positive direction and the second wheel will drive the output shaft via its integrated ratchet wheel.",2017,Y02T  70/58; B63H  13/00; B62M   3/14; F03B   5/00; F03D   1/00; Y02E  10/20; Y02E  10/72; F03G   7/08; F03B  13/14; Y02E  10/38
495060364,CN201711338491,Deformation testing device with wind power generator tower tube connected with foundation and application of deformation testing device,"The invention discloses a deformation testing device with a wind power generator tower tube connected with a foundation and application of the deformation testing device. The device comprises a full warming high-precision dip angle sensor and a data acquiring module; the dip angle sensor and the data acquiring module are connected; when the foundation is a land draught fan foundation, in the height direction, the dip angle sensor is installed at the h position starting from the foundation top face, and h is smaller than 2 m, and the x axis and the y axis of the dip angle sensor are parallel with the radial direction and the tangential direction of a foundation connection segment tower tube correspondingly; when the foundation is an offshore draught fan foundation, the dip angle sensor is fixed below the seawater face. The testing precision and the reliability of the deformation testing device are remarkably improved; the application of the deformation testing device with the draught fan tower tube connected with the foundation in the construction period and the service period is provided; the safety monitoring index of a high-precision foundation connection segment is determined, and a basis is provided for safety evaluation of the structure; and a testing and analyzing scheme is simple, perform is more stable, installing is easy and convenient, and investment is saved.",2017,Y02P  70/523; F03D  17/00; F03D  13/20; F03D  80/00; Y02E  10/722; Y02E  10/727
495112392,ES20160031546,"EQUIPO DE SEGURIDAD Y CONTROL PARA ASEGURAR EL DESCENSO DE MATERIAL U OPERARIOS PARA UN AEROGENERADOR, Y AEROGENERADOR QUE COMPRENDE EL EQUIPO","Equipo de seguridad y control para izado y descenso de material u operarios, aplicable en un aerogenerador (1) con una torre (2) y una gÛndola (3). Comprende una lÌnea de guÌa (5), tensa entre la gÛndola (3), en una posiciÛn cercana a su abertura de acceso, y la torre (2), por ejemplo cerca de una plataforma (6) dispuesta en la torre (2), o el suelo. La lÌnea de guÌa (5) puede ser desplegable desde una bobina (9) y comprender una polea de derivaciÛn. El procedimiento de seguridad y control comprende disponer la lÌnea de guÌa (5) tensa entre la gÛndola (3) y la torre (2) o el suelo, y conectar de forma deslizante a la lÌnea de guÌa (5) un mosquetÛn (11) o similar portado por el operario, la gr˙a (4) o el material a izar o descender.",2016,F03D  13/25; Y02E  10/722; Y02E  10/727; F03D  80/50; Y02E  10/726
495177676,US201615368252,Floating counter-balanced levelwind carrier system,"A system for carrying a tether guide, including a counter-balanced support system with two pivot points, where a first pivot allows the tether guide to travel up and down and the second pivot allows the tether guide to match the tether angle. Both pivots may be passive pivots. A shuttle that carries the tether guide may be electronically cammed to follow variable pitch helical grooves of a winch drum as the tether guide traverses across the drum length.",2016,B66D   1/36; F03D   9/25; F05B2240/921; B65H  75/4415; B65H2701/34; B66D   1/38; F03D   9/00; F03D  13/20; B65H  54/28; B65H  75/26; B65H  75/44; F03D   5/00; Y02P  70/30; B65H  57/26; B65H  75/265; B64C  39/022; F05B2240/923; Y02E  10/70; B64C  39/02; Y02E  10/725; B65H  75/4402; B65H  75/4407
495178100,US201615366830,Energy kite winching using buoyancy,"Offshore airborne wind turbine systems with an aerial vehicle connected via a tether to an adjustably buoyant body. The tether may be coupled to an underwater mooring through which it may move, or it may be coupled to a floating platform through which it may move. The buoyancy of the buoyant body may be adjusted to change the tension in the tether or for other purposes.",2016,B63B  21/50; F03D   5/00; B64F   3/02; F03D   9/32; F03D   9/25; F05B2240/921; F03D   7/00; Y02E  10/70; B63B2205/00; B64D2221/00; B63B  35/50; B64C  39/022; F03D  13/25; F05B2240/93; Y02E  10/727; B64C  39/02; F03D   9/00; Y02E  10/723; Y02E  10/725
495289770,CN201721459003U,Electric energy repayment formula flat tuning width of cloth thermoelectricity system,"Electric energy repayment formula flat tuning width of cloth thermoelectricity system is provided with an electric heater in steam boiler's the drum, an electric heater set up in aquatic in the drum,an electric heater and wind generator system and or solar electric system electricity are connected, perhaps, wind generator system with or solar electric system and electric wire netting be incorporated into the power networks, an electric heater is connected with the electric wire netting electricity. The utility model discloses an electric energy repayment formula flat tuning width of cloth thermoelectricity system is one set of systemic solution, and its each technological link is establish completely on current mature technique, and it can realize only to need to carry out corresponding supporting transformation to current thermal power factory. The electricity generation of its present wind -force of can dissolving totally, sun the subject of knowledge and the object of knowledge can, corresponding reductions petrochemical industry fuel consumption and exhaust emission can thoroughly solve ' abandoning wind ', ' abandoning light ' quagmire that the trade faces at present simultaneously, and for further expand wind power generation, the solar energy power generation scale is set up basicly.",2017,H02J   3/38; Y02P  80/23; Y02E  10/763; Y02P  80/22; Y02P  80/24
495293103,ES20140779046T,Estructura flotante,"Estructura (1; 1A; 1B; 1C) de cuerpo flotante configurada para soportar un objeto (4) que va a soportarse de manera que durante su uso el objeto (4) que va a soportarse flota en el mar, que comprende: una secciÛn (3) de cuerpo flotante configurada para estar conectada a una parte (4a) de extremo de base del objeto (4) que va a soportarse, en la que la secciÛn (3) de cuerpo flotante tiene un cuerpo (39) de tapa hecho de acero, un tubo (32) externo hecho de acero, y un tubo (31) interno hecho de acero y proporcionado en el interior del tubo (32) externo, y la secciÛn (3) de cuerpo flotante est· hermÈticamente sellada por el cuerpo (39) de tapa en un estado en el que al menos una parte de un hueco (33) formado entre una superficie de pared externa del tubo (31) interno y una superficie de pared interna del tubo (32) externo est· lleno de hormigÛn o mortero (34), caracterizada por que el tubo (31) interno tiene una primera parte (31b) de uniÛn que une una pluralidad de tubos (31a) de acero para tubo (31) interno teniendo cada uno una longitud predeterminada a lo largo de una direcciÛn (Z) longitudinal de la secciÛn (3) de cuerpo flotante, el tubo (32) externo tiene una segunda parte (32b) de uniÛn que une una pluralidad de tubos (32a) de acero para tubo (32) externo teniendo cada uno una longitud predeterminada a lo largo de la direcciÛn (Z) longitudinal, la primera parte (31b) de uniÛn y la segunda parte (32b) de uniÛn est·n dispuestas de manera alterna en la direcciÛn (Z) longitudinal, y cada uno del tubo (31a) de acero para tubo (31) interno y del tubo (32a) de acero para tubo (32) externo es un tubo de acero en espiral obtenido mediante estampaciÛn de un fleje de acero en una forma cilÌndrica mediante flexiÛn en espiral del fleje de acero.",2014,B63B   1/04; B63B   1/10; B63B2035/446; F05B2240/95; Y02E  10/725; B63B   1/107; B63B   1/12; B63B  35/44; F05B2240/93; B63B2001/128; B63B   5/20; F05B2240/40; B63B  43/06; F03D  13/25; Y02E  10/727
495316534,PL20150185038T,BOLTED JOINT OF AN OFFSHORE STRUCTURE,NULL,2015,E02B2017/0091; E04H  12/08; F05B2240/95; F16B   5/02; F16J  15/022; F05B2260/301; Y02E  10/725; E04H  12/085; F05B2220/706; E02D  27/42; E02B  17/00; F03D  13/20; F03D  13/25; Y02E  10/727
495340460,CN201721528200U,Large -scale wind generating set can prepare fan cooling ventilation system of fresh water,"The utility model relates to a large -scale wind generating set can prepare fan cooling ventilation system of fresh water includes: inlet air channel, axial fan, heat -exchanging chamber, cooler, compressor unit, air -out passageway and light water collector, axial fan are fixed and be close to the entrance in inlet air channel, and the inlet air channel rear end is located heat -exchanging chamber and passes through pipeline and compressor unit connection through tower section of thick bamboo door and heat -exchanging chamber air intake connection, cooler, and the air -out passageway is connected to the heat -exchanging chamber air outlet, and the air -out passageway other end is connected to axial fan 1 and switch board, and heat -exchanging chamber bottom trompil links to each other with light water collector. This system is applicable to the use of offshore wind power generation unit, provides the guarantee for the reliable steady operation of converter for under the transportationor the natural condition circumstances about forbidding, guaranteed fortune dimension personnel's life safety wholly to adopt sectional type equipment mode, remove other parts preparation of bought -in component simple structure, small, light in weight, the installation of being convenient for, safeguard convenient, economic cost low.",2017,Y02E  10/722; F03D  80/60
495349595,CN201721249367U,General aerogenerator blade swift current tail anchor clamps,"The utility model relates to a general aerogenerator blade swift current tail anchor clamps, including main davit, main frame, the transportation supporting leg, a leading edge supporting beam, the centre gripping backplate, battery and switch board, the resilient mounting, the centre gripping backplate sets up in the main frame, and the motor is connected to the centre gripping backplate, and battery and switch board are connected to the motor, and the centre gripping backplate is by motor drive reciprocating motion on the main frame to realize the centre gripping or loosen the blade or installation sawtooth tail edge's blade, and the centre gripping backplate is equipped with self -locking mechanism, by the self -locking mechanism lock centre gripping backplate of dying after the centregripping backplate presss from both sides tight blade, and switch board control batteries disconnection power supply gives the motor, guarantees that whole smooth tail hoists the clamping -force of in-process. These anchor clamps are applicable to wind generating set wind -force hoist and mount in -process blade swift current tail, with traditional suspender formula swift current end portion relatively, it can solve problem that blade tail edge damaged, perhaps because sawtooth tail edge causes the unable problem of using suspender swift current tail on the blade. And have simple structure, the control unit is few, stable high characteristics.",2017,B25B  11/02; F03D  13/10; Y02E  10/72
495355698,CN201721574300U,A become oar location locking mechanism for offshore wind power generation machine,"The utility model discloses a become oar location locking mechanism for offshore wind power generation machine, first rotation piece and second rotate to rotate with the valve body and are connected,first rotate with the second rotate the piece all including the setting at the fan -shaped arch of outer wall and the through -hole of radially setting, locking device includes push rod, first connecting rod and second connecting rod, the push rod is the v style of calligraphy, the push rod is connected with locking wrench. The utility model discloses beneficial effect: when hydraulic pressure becomes oar system trouble in need of repair, promote the push rod, first rotation piece anticlockwise rotation stops up first hydraulic fluid port, and the second rotates a linkage under the effect of first connecting rod and second connecting rod simultaneously, stops up another first hydraulic fluid port, stops up the oil circuit of pneumatic cylinder, guarantees to become the oar hydro -cylinderand is in the locking state, guarantees to be connected to the oil circuit that becomes the oar hydro -cylinder and is in not circulation state to guarantee the paddle and can not swing, security whenguaranteeing the maintenance.",2017,F03D  80/00; Y02E  10/722; F03D   7/00; Y02E  10/723
495372596,CN201721363736U,Marine generating set,"The utility model discloses a marine generating set, the trend that includes the offshore wind power generation unit and arrange in the waters of coastal waters plane can generating set, the offshorewind power generation unit is one set, the trend can be three sets by generating set, truss interconnect can be passed through by generating set to three sets of trends, forms equilateral triangle, offshore wind power generation machine group link is directly over three sets of trends can the generating set centre, and offshore wind power generation unit and trend can generating set be passed through seabed mooring system and is linked to each other with the seabed, the utility model discloses can wind generating set combine offshore wind power generation unit and trend to through reasonable structure setting, make both mutual synergy, can utilize regional wind energy of a slice and trend ability simultaneously, resource utilization rate improves greatly, and the trend can generating set be in the nearer position in plane off sea, and much more more the trend that contains in this is regional can will be greater than the trend ability of department at the bottom of the coastal waters,can obtain energy, and has favorable popularization value.",2017,F03D   9/25; Y02E  10/38; F03B  13/26; Y02E  10/725; F03D  13/25; Y02E  10/727
495383542,CN201720451219U,Birotor wind wheel transmission,"The utility model relates to a with the know -why of windmill drive marine propeller or oxygenation impeller, traditional windmill is the towing tension based on wind turbine blade, and modern aerogenerator wind wheel is the lift based on wind turbine blade, the utility model discloses a birotor wind wheel transmission of the mix of windmill and aerogenerator wind wheel and adoption the device's wind -force screw and wind -force agitator, benefit that brought can high -efficient grab wind energy can be overcome water resistance again to start marine propeller or impeller. A birotor wind wheeltransmission, includes the main shaft, connects the main wind wheel of main shaft, still includes the helping hand wind wheel of being connected through freewheel clutch and main shaft, and the helping hand wind wheel provides extra torque driving spindle the start -up when the wind speed is lower, and when rotational speed of driving shaft surmounted the rotational speed of helping hand wind wheel, driving spindle was not participated in to the helping hand wind wheel. The utility model discloses a hybridization of lift wind wheel and towing tension wind wheel not only can obtain high start -up force moment and overcome the resistance of start of load but also can obtain the biggest wind energy, and the application of wind energy has greatly been expanded to this technique, can derive many and use.",2017,F03D  15/00; Y02E  10/722; F03D  80/00
495397781,CN201721587326U,Speed increasing gear for wind power generation,"The utility model provides a speed increasing gear for wind power generation, including low -speed level planetary gear train, intermediate speed level planetary gear train and high -speed level roller gear system, low -speed level planetary gear train and intermediate speed level planetary gear train's structure sets up the samely, and torque of low -speed level planet carrier input input transmission and initial rotational speed are provided with two low -speed level planet wheels around the low -speed level sun gear, and the low -speed level is floated the one end of shaft coupling externaltooth and is connected the other end and intermediate speed level planet carrier tooth -like connection of input with low -speed level sun gear is unsteady, the one end of the unsteady shaft couplingexternal tooth of intermediate speed level is floated with intermediate speed level sun gear and is connected, and the other end is connected with the input shaft gear that high -speed level roller gear is, high -speed level roller gear system is through the acceleration rate effect output of high -speed level gear wheel with high -speed level pinion shaft. The utility model discloses a speed increasing gear for wind power generation has and overcomes the unbalance loading problem that planetary gear train produced at the transmission in -process and realize all carrying driven beneficial effect in planetary gear train transmission structure.",2017,F16H  57/08; F16H  57/023
495400459,CN201721510074U,Fairway buoy polyethylene buoy,"The utility model belongs to the technical field of the buoy technique and specifically relates to a fairway buoy polyethylene buoy is related to. Including the main mark body, lighting fixture, the top surface at the main mark body is fixed to the lighting fixture, the main mark body is including body, fixed column and balancing weight, the bottom stationary battery case of lighting fixture, themiddle part of lighting fixture sets up radar reflector power generation facility, and the top of lighting fixture is equipped with the navigation mark lamp, its characterized in that, the battery boxincludes inner shell, shell and case lid, radar reflector power generation facility includes rotation axis, radar reflector and generator, the rotation axis is vertical to be fixed at the middle partof lighting fixture, fixed radar reflector on the rotation axis, and the generator is connected to the lower extreme of rotation axis. The utility model provides a fairway buoy polyethylene buoy caneffectually utilize wave energy and wind energy around the buoy, has strengthened the duration of buoy, reduces the number of times of safeguarding.",2017,F03D   9/11; Y02E  10/38; Y02E  10/72; B63B  22/16; F03B  13/14
495405403,CN201721489048U,Integrated power generation system of single pile formula wind energy - wave energy suitable for coastal waters,"The utility model provides a single pile formula wind energy that is applicable to the coastal waters the integrated power generation system of wave energy belongs to marine renewable energy utilization technical field. The utility model discloses a provide one kind based on single pile formula wind energy the integrated power generation system of wave energy utilizes single pile formula bearing structure to establish wind energy, oscillating water column formula wave energy system in the integrated system of an organic whole in the ocean, forms a holistic power generation system. The utilitymodel discloses a but the marine renewable resource of make full use of to reach the purpose that improves single pile basis utilization ratio and reduce the total cost, improve offshore wind farm's the economic nature of whole, reduce the cost of wind energy and wave energy electricity generation. This novel fixed wind energy the integrated power generation system of wave energy has improved theavailability in sea area, has reduced construction cost and maintenance cost, and the current ripe fan technique of make full use of has promoted the business -like application of wave energy device,is a reliable marine renewable energy power generation platforms.",2017,F03D  13/25; Y02E  10/727; F03B  13/14; F03D   9/25; Y02E  10/38; Y02E  10/32; Y02E  10/725; F03B  13/24
495420655,CN201721534774U,Manhole door structure for offshore wind power generation machine cabin,"The utility model discloses a manhole door structure for offshore wind power generation machine cabin is equipped with the maintenance inlet port on the bottom plate of cabin, the below of overhauingthe inlet port is equipped with stair, slide rail and cabin bottom plate fixed connection, slide rail one side are equipped with the spout, and the spout includes the first horizontal segment and thesection of going up a slope, and the one end of the section of going up a slope is connected with first horizontal segment, apron and spout sliding connection or roll connection, first stopper and slide rail sliding connection, second stopper and slide rail sliding connection, the apron is located between first stopper and the second stopper. The utility model discloses beneficial effect: promoting the apron through the level and can opening the maintenance inlet port, the apron is gone up because the action of gravity in the section of going up a slope, and the automation is glided and is covered the maintenance inlet port on the first horizontal segment, can be quick open and close the maintenance inlet port, labour saving and time saving has improved maintenance efficiency greatly to, because the apron can automatic cover the maintenance inlet port, make the maintenance inlet port not be in the state that exposes, guarantee maintenance person person's safety.",2017,F03D  80/50; Y02E  10/722
495420672,CN201721534773U,Offshore wind power generation machine gear box elastic support anti - misalignment structure,"The utility model discloses an offshore wind power generation machine gear box elastic support anti - misalignment structure, its characterized in that, the cross -section of top base is convex or spill, and the top base middle part is equipped with the cross -section and is the first half slot of semicircular, down the cross -section of base be with the cross -section assorted spill or the convexof top base, lower base middle part is equipped with the cross -section and splices whole circle of component for semicircular second half slot, first half slot each other with the second half slot,spring washers lies in between top base and the lower base, main dabber is worn to locate in the spring washers. The utility model discloses beneficial effect: through setting up unsmooth complex basefrom top to bottom, under the great circumstances of the not enough perhaps cabin vibrations of bolt moment, can guarantee that the phenomenon of dislocation can not appear in top base and lower baseto guarantee the installation accuracy of gear box, avoid transmission system's dislocation, can play the absorbing effect through setting up spring washers.",2017,F03D  15/00; Y02E  10/722; F03D  80/00
495437715,CN201721401304U,A prevent wind and protect husky device for preventing and treat desertification,"The utility model relates to a preventing and treating desertification auxiliary equipment's technical field, especially relating to a prevent wind and protect husky device for preventing and treat desertification, it improves the monolithic stationary effect, can bear bigger wind -force, improves the practicality, and the installation is connected with multiunit device main part to the convenience to improve dustproof effect, improve and use the reliability, self can clear up the dust screen simultaneously, prevent that the dust screen from blockking up the condition of the normal work of influence, the camera includes a supporting plate, the earth anchor, the wind wheel, the equipment box, air velocity transducer, dust concentration sensor and information sending unit, the top of backuppad is provided with the deep bead, be provided with the multiunit through -hole on the deep bead, and all be provided with the dust screen in the multiunit through -hole, the top of deep bead is provided with places the board, the inside of equipment box is provided with places the chamber, and be provided with the generator placing the intracavity, battery and information processing apparatus, still include the fixed plate, the apparatus further comprises a rotating shaft, the flabellum, first umbelliform round, umbelliform round of second and third are umbelliform round.",2017,E04H   9/16; E01F   7/02; F03D   9/25; Y02E  10/72
495440417,CN201721340152U,Air -air cooler ware is partly directly driven to marine high -power,"The utility model relates to an air -air cooler ware is partly directly driven to marine high -power, including air inlet case, heat transfer case and the play bellows that connect gradually, its characterized in that: before the air inlet incasement is established, back twice correspond before the generator cabin respectively, the air inlet wind path of hot -blast air -out on the trailing flank,the air inlet wind path is including the soft takeover that connects gradually, centrifugal fan, inlet wind cover, inlet wind cover is for towards the heat transfer case and feed through the concentric reducer structure of the gradual change increase of heat transfer case, the heat transfer incasement is equipped with two sets of above heat exchangers along the air inlet direction, be equipped with the collection wind ware that corresponds the heat exchanger more than two respectively on the leading flank of heat transfer case, collection wind ware is for outwards and the gradual change that feeds through the heat transfer case concentric reducer structure of dwindling, be equipped with the cooling fan who corresponds the heat exchanger more than two respectively on the trailing flank of heat transfer case.",2017,Y02E  10/722; F03D  80/60; H02K   9/04
495447076,CN201721429396U,Integrative ship of whole transportation installation of offshore wind power generation unit,"The utility model provides an integrative ship of whole transportation installation of offshore wind power generation unit, including the hull that can sink or float, the bow of hull is equipped withand is used for the card to go into the U type opening of wind generating set foundation pile, U type open -ended top is equipped with and is used for loading wind generating set's loading attachment,and be used for driving the loading attachment for the elevating gear that the hull goes up and down, elevating gear fixed connection in the hull. This integrative ship of whole transportation installation of offshore wind power generation unit, its hull can sit the end and support in the seabed, can effectively avoid ' puncture ' phenomenon, and the construction security is high, and moreover, its cost is low, can effectively reduce the construction cost of offshore wind power generation unit installation.",2017,B63B  35/00; B63G   8/22
495448773,CN201721471709U,Air feed power generation facility for unmanned ship,"The utility model discloses an air feed power generation facility for unmanned ship, it contains: S form -drag type wind energy conversion system, it contains first central pivot, phi type vertical axis wind turbine, it is with the coaxial setting of S form -drag type wind energy conversion system and lie in S form -drag type wind energy conversion system below, and it contains second center pivot, non -contact type freewheel clutch, its inner ring is connected the one end of phi type vertical axis wind turbine's second center pivot is connected in the first central pivot of S form -drag typewind energy conversion system, its outer loop, phi type vertical axis wind turbine's second center pivot is connected to the generator, connect the skewed tooth, the other end of phi type vertical axis wind turbine's second center pivot is connected to one end, the tailing axle, one end is connected the other end of connecting the skewed tooth, arrestment mechanism for brake second center pivot and tailing axle, the other end of tailing axle is connected to the screw, the gear is connected to the tailing axle, sets up on the tailing axle, energy storage actuating mechanism, input connect the generator, and the output is connected the tailing axle connect the gear.",2017,F03D   9/25; B63H  21/17; F03D   9/32; F03D   9/20; F03D   3/06; Y02E  10/74; F03D   7/06
495473282,CN201721239135U,Device is guided in channel,"The utility model discloses a device is guided in channel, including body and battery, body and battery are connected, the body is equipped with the mount, the body is connected with the mount is detachable, be equipped with depth of water collection system, velocity of flow collection system, information analysis device, signalling device and wind power generation set on the body, signalling device is connected with depth of water collection system, velocity of flow collection system and information analysis device, wind power generation set be used for for the storage battery power supply. The utility model discloses a device is guided in channel adopts more accurate analytical equipment, provides guide information for passing ship when navigating by water in the channel.",2017,G08G   3/02; B63B  22/16
495475806,CN201720696068U,Change power plant system of offshore wind power generation unit,"The utility model provides a change power plant system of offshore wind power generation unit, should become power plant system and set up inside wind generating set tower, contained: the explosion -proof case, it sets up on tower section of thick bamboo platform, and this explosion -proof case sets up for sealed, the transformer, it sets up in the explosion -proof case, this transformer is oil -immersed transformer, or water -cooling dry -type transformer, the cubical switchboard, it sets up on tower section of thick bamboo platform, is located the explosion -proof case side, cooling system,it sets up in a tower section of thick bamboo, is located between an explosion -proof case and the tower section of thick bamboo entry, and this cooling system is for keeping apart air cooling passage, and tower section of thick bamboo wall and the outside intercommunication of a tower section of thick bamboo are passed respectively in this air cooling passage's import and export. The utility model discloses having compressed occupation space, having saved the cost, operation personnel's safety has been guaranteed again in the personnel operation both be convenient for, keeps apart the insideair of a marine moist salt fog air and a tower section of thick bamboo totally, still protected a tower section of thick bamboo when having guaranteed the cooling effect in electrical equipment avoidsalt fog harm, guaranteed transformer safety and stability operation under the climatic conditions at sea.",2017,Y02E  10/722; F03D  80/80; F03D  80/60
495480609,CN201721431932U,Steamer changes down with wind that swingboat person saves oneself and typhoon power generation facility,"The utility model relates to a steamer changes down with wind that swingboat person saves oneself and typhoon power generation facility, belong to steamer life -saving appliance field, at sea travel and meet the stormy waves and lead to the problem of turning on one's side easily in order to solve the ship, it blocks the design in the side of hull to have adopted superficial storehouse to bear a set of impeller, when the stormy waves attacks, at first be used in on the impeller, and rotating impeller consumes most stormy waves energy, thereby reduce it and spank the impact on the steamer lateral wall, and adopt and float the design of storehouse bilateral symmetry, the effective width of hull has been increased, further improve the hull and resisted the ability of stormy waves, guarantee crewman and ship safety, in addition the utility model discloses can install on ground for protection ground building resists the typhoon and attacks.",2017,F03D   9/25; Y02E  10/72; Y02B  10/30; B63B  39/10; F03D   9/32; B63C   9/08; B63B  39/06; Y02A  30/35
495484506,CN201721297698U,Marine wind tower installation cohesion device,"The utility model discloses a marine wind tower installation cohesion device, which comprises a ship body, the bearing frame is installed to the one side at the top of hull, the rotation axis is installed at the top of bearing frame, the gear frame is installed at the top of connecting rod, install the transmission shaft on the gear frame, install the drive belt on the transmission shaft, the motor is installed at the top of the one end of gear frame, install fixed cover on the motor, the support is installed to one side of fixed cover, anchor clamps are installed to the one end of protectivehousing, the hinge is installed to the one end of anchor clamps, and the hinge mount is in the inside of protective housing, the packing ring is installed to the inside wall of anchor clamps, installthe wind -powered electricity generation tower on the anchor clamps. The utility model discloses an install the stand on the hull, install the mount in one side of stand through the welded mode, install anchor clamps in the one end of mount, and the stand is rotatable flexible structure, convenient control to the anchor clamps position.",2017,F03D  13/10; Y02E  10/72
495486541,CN201721181327U,Power generation platforms can be synthesized to wind energy and trend,"The utility model relates to a power generation platforms can be synthesized to wind energy and trend, can power generation facility including wind power generation set, electric control system and the setting trend below the sea level, wind power generation set is connected with the electric control system electricity, the trend can be connected with the electric control system electricity by power generation facility, be equipped with the direction sensor of trend ability on the trend ability power generation facility, direction sensor is connected with the electric control system electricity, direction sensor is used for acquireing the signal of telecommunication of the trend flow direction to with electric signal transfer electric control system, control trend ability power generationfacility's rotation. The utility model discloses wind power generation set can pass through common electric control system by power generation facility with the trend, and the transmission electric energy can effectively reduce the unit cost of electricity -generating, improves energy utilization, transmission efficiency, and when the power consumption can power generation facility need be met anurgent need with wind -force power generation facility to the trend, electric energy that accessible electric control system stored, for the trend can power generation facility and wind -force power generation facility supply power.",2017,F03D  13/25; F03D   9/11; Y02E  10/727; F03B  13/26; F03B  15/00; F03D   9/25
495493041,CN201720413110U,Marine wind power engineering piling bar basis,"The utility model discloses a marine wind power engineering piling bar basis, including squeezing into the central piling bar in appointed sea area, on the central piling bar in proper order the suithave collet, stake outer sleeve, the collet is along the gliding of central piling bar and contact the sea bed, the collet is pushed down to a stake outer sleeve lower extreme, stake outer sleeve upper end is connected with a fan tower section of thick bamboo. The utility model discloses the separation of superstructure's vertical load, vertical load and horizontal loading is not undertaken to thecenter piling bar for the diameter of center piling bar can reduce with length greatly, and pile body weight reduces greatly, and then has reduced the construction degree of difficulty, and each single component weight is less relatively, need not large -scale lifting by crane and transportation equipment, reduces construction cost, and makes things convenient for intertidal zone wind electricalengineering's construction operation.",2017,E02D  27/12; E02D  27/42; E02D  27/52
495580376,CN201721159881U,Marine fan segmentation blade of anti -Typhoon type,"The utility model discloses a marine fan segmentation blade of anti -Typhoon type, it has blade root section and apex section to divide, and blade root section and apex duan weike dismantle and connect, can connect into to a blade whole through the bolt, wherein, it has weak areas to be close to its hookup location department design in the apex section, weak areas's paving layer structure divide have in, in, outer three -layer, wherein, the skin is the glass metal skid, the layer is spread for PVC in the intermediate level, and it is discontinuous that PVC spreads the layer, there is the defect, there is no PVC core in one section cross -section promptly, when actual wind speed is greater than the design wind speed, weak areas is because PVC shop layer is discontinuous, there is the defect, this defect can lead to stress concentration, thereby make this regional area bearing capacity reach the collapse load, arouse that the local buckling fracture destroys, reduce apex section bearingcapacity, the fracture crackle can continue to produce new stress concentration, and then make the apex section to break at weak areas. The utility model discloses prevented that whole blade from scrapping, effectively reduced the blade disability rate, reduced the maintenance replacement cost.",2017,F03D   1/06; Y02E  10/721
495582976,CN201721123615U,Offshore wind power generation machine and offshore wind power generation system,"The utility model provides an offshore wind power generation machine and offshore wind power generation system relates to offshore wind power generation's technical field, include that actuating mechanism is organized, is receive and release to blading, big arm, flexible and generating set are put in the exhibition, the blading includes at least three blade, big arm group is at least including three big arm, every the middle part of blade and every the upper end pin joint of big arm, it sets up to receive and release actuating mechanism the blade with the junction of big arm, it is used for the drive to receive and release actuating mechanism the blade centers on the upper end of big arm is expanded or is received and close, big arm group rotatable with generating set connects, the exhibition put a flexible section of thick bamboo with the lower tip pin joint of big arm group for release or withdraw big arm group has solved that the offshore wind power generation machine that exists can't be folded up by oneself and the huge economic losses's that causes technical problem when meeting with extreme weather among the prior art.",2017,F03D   7/06; F03D  80/00; F03D  13/25; F03D   9/25; F03D   3/06; Y02E  10/727; Y02E  10/74
495584766,CN201721314473U,Marine wind power lands platform,"The utility model provides a marine wind power lands platform, includes the flotation tank platform, and fixed platform sets up on the flotation tank platform, and the flotation tank platform is inside can to pour into the sea water into, according to the stormy waves size of site, adjusts the water yield of filling of filling water flotation tank platform inside, thus the adjustment marine wind power lands platform's undulation degree, the anti -wind is unrestrained to be strikeed. The water yield is big more, under the the same size surge condition, marine wind power lands platform's undulation is more little. The utility model discloses can freely be directed against the ship that lands of different ship board height, realize that the safety of marine wind power platform is landed.",2017,B63B  17/00; B63B  35/00; B63B  39/00; Y02A  30/35
495602534,CN201721308744U,Mono -pole offshore wind power generation machine foundation structure,"The utility model provides a mono -pole offshore wind power generation machine foundation structure, include: the basis cylinder, a plurality of span wire subassemblies, set up in on the outer peripheral face of basis cylinder, and all the span wire subassembly along the circumference of the outer peripheral face of basis cylinder is evenly arranged, every the span wire subassembly includes: spanwire support frame and span wire spare, the upper end of span wire spare and lower extreme all with the outer peripheral face of basis cylinder is connected, the one end of span wire support frame isconnected the basis cylinder, the other end of span wire support frame with span wire spare is connected, will span wire spare supports, the span wire support frame will span wire spare is separated the updip oblique cord portion that is and is had a down dip oblique cord portion. The utility model discloses structural design is light and handy, can effectively reduce the moment of flexure of basic cylinder, and the foundation engineering volume is little.",2017,E02D  27/52; E02D  27/42
495615093,CN201721261082U,Multi -functional buoy ship,"The utility model provides a multi -functional buoy ship, including buoy ship body, wind power detection power generation facility, kinking fixing device, wire rope, leading wheel cutters and decide bonder, the wind power detection power generation facility bolt install the upper portion right side at buoy ship body, kinking fixing device bolt install in buoy ship body's upper portion left side. The utility model discloses winding roller bearing coupling is on the inboard upper portion of mount to with winding motor's output shaft, be favorable to quick twining wire rope on the winding rollerbearing, perhaps put into the aquatic with wire rope, the bolt runs through the setting of picture peg grafting in the gap of lug, is favorable to preventing being convenient for fix winding roller bearing axle in the time need not adjusting wire rope length, the sword adopts the nonrust steel blade's of cockscomb structure setting, is favorable to the convenience to clear away the basin on the wire rope.",2017,B63B  35/00; G01N  33/18
495615764,CN201721285788U,Seashore wind powder pumped energy storage power generation system's gate automatic start/stop structure,"The utility model discloses a seashore wind powder pumped energy storage power generation system's gate automatic start/stop structure, including upper reservoir, lower reservoir and radial gate, radial gate installs the outflowing port position department of accessing to the lower reservoir at the upper reservoir, be equipped with a plurality of upper reaches buoyant device and low reaches buoyant device in upper reservoir and the lower reservoir respectively, upper reaches buoyant device and low reaches buoyant device separately -driven upper reaches lever and low reaches lever motion, upperreaches lever and low reaches lever be the end connection through cable wire and radial gate all, and the cable wire strides and walk around the fixed pulley, the beneficial effects of the utility model are that: high -efficient and comprehensive development and utilization marine resources, drop instability, randomness and the intermittence influence of wind -powered electricity generation to minimum, and compare with the mode that traditional electric power, mechanical transmission opened and close the gate and has reduced the energy consumption, realized the automation, reduced the labor management cost.",2017,F03B  13/06; Y02E  10/72; F03D   9/00; E02B   7/42; Y02E  60/17; Y02E  10/22
495616323,CN201721283393U,Foundation ring of wind generating set,"The utility model discloses a foundation ring of wind generating set, it includes flange, basic steel loop, strengthens the flange, strengthens steel loop, vertical floor, strengthen the steel loop setting in the lower flange lower part, it is unanimous with basic steel loop diameter to strengthen the steel loop, strengthen the flange setting and strengthening the steel loop lower part, the lowerflange, strengthen the steel loop and form ' worker ' type loop configuration with strengthening the flange, all be equipped with the reinforced rib plate between lower flange and enhancement steel loop inside and outside. Owing to set up the enhancement flange in the lower flange lower part, strengthened steel loop and vertical floor to make original lower flange become the anchor structure of asteel boots form, improved the lower flange rigidity and with the area of contact of concrete, effectively improved the stress concentration phenomenon of lower flange, effectively improved the anchoring ability of foundation ring structure.",2017,E02D  27/42; F03D  13/20; Y02E  10/72
495619665,CN201721023310U,Marine booster station integrated form communications service supporting structure,"The utility model relates to a marine booster station integrated form communications service supporting structure. The utility model aims at providing a simple structure, convenient, the lower marinebooster station integrated form communications service supporting structure of cost of preparation to save space, optimize marine booster station roof and arrange, improve signal intensity. The utility model provides a: a marine booster station integrated form communications service supporting structure which characterized in that: have three or four stands of evenly arranging, the termination hasthe base under the stand, connects into whole through coupling mechanism between the adjacent coexistence post, the termination has to prevent falling and hangs a point on one of them stand, preventsfalling hanging the some below and being equipped with the vertical ladder, and these vertical ladder both sides are fixed connection and the area coupling mechanism that the stand of hanging the point links to each other that prevents falling respectively, the area prevent falling a stand of hanging the point, connect two coupling mechanism and vertical ladder on the stand of hanging the point is prevented falling in this area to enclose into the triangular prism shape structure. The utility model is suitable for an ocean engineering fields such as offshore wind power generation.",2017,E04H  12/00; E04H   5/02
495620764,CN201721127516U,Marine power generation facility that unites,"The utility model provides a marine power generation facility that unites mainly includes offshore wind power generation subsystem, trend ability power generation subsystem, supports base -system, electric energy conveying system and control system. Wherein the offshore wind power generation system chooses horizontal axle type formula comparatively commonly used for use, and the generator is permanent magnet DC power generator. The trend can develop very fast perpendicular axle type formula for adopting by power generation subsystem in recent years. It is basic that support base -system is thesingle pile formula, support foundation pile of wind power generation subsystem and the sharing of trend ability power generation subsystem, and supporting pile's bottom is goed deep into the seabedand is fixed. Control system plays real -time communication and each sub - system operating state effect of control. Electricity that electric energy conveying system sent offshore wind power generation machine and trend generator is carried to the electric wire netting in in the lump. The utility model discloses abundant excavate clean efficient marine resources, improve the marine resources utilization ratio, improve equipment's power rate, reduce build, the maintenance cost, increase of service life increases offshore wind farm economic benefits.",2017,F03D  17/00; Y02E  10/723; F03D  13/25; F03B  15/00; F03B  13/12; F03D   7/04; F03D   9/25; Y02E  10/727
495621594,CN201721141635U,Concrete tower puts up structure,"The utility model discloses a concrete tower puts up structure. According to the utility model discloses a concrete tower puts up structure includes: concrete tower frame prefabrication semi -ring shape main part is formed with and is connected terminal surface vertically vertical location round pin on two connection terminal surfaces of the prefabricated semi -ring shape main part of concrete tower frame, in addition be formed with the reinforcing bar that is used for grout perpendicularly to connect on connecting the terminal surface, the inner wall of the prefabricated semi -ring shape mainpart of concrete tower frame is formed with the connecting bolt mounting groove in addition. The preliminary treatment method is glued on the anchor ring about the prefab and is covered one deck combined material for using platform and last leveling frock down, adjacent prefabricated ring paird the back about horizontal node locating pin adopted, and to set pin sleeve and the preformed hole fixedposition that is in the milk, disect insertion lower positioning sleeve pins during on -the -spot installation again.",2017,Y02E  10/72; F03D  13/20; E04H  12/12
495700300,CN201721488445U,Power generation system because single pile formula wind energy - wave energy - trend can integrate,"The utility model provides one kind based on single pile formula wind energy the wave energy the trend power generation system that can integrate belongs to ocean renewable energy utilization technical field, makes three sharing bearing structure and power transmission system. Utilize single pile formula bearing structure to establish wind energy, oscillating water column formula wave energy, horizontal axis trend ability system in the integrated system of an organic whole in the ocean, form a holistic power generation system. The utility model discloses a but the marine renewable resource ofmake full use of to reach the purpose that improves single pile basis utilization ratio and reduce integrated system electricity generation total cost, improve offshore wind farm's the economic natureof whole, reduce the cost that wind energy, wave energy and trend can be generated electricity. This novel fixed wind energy the wave energy the trend can integrate power generation system and improve the availability in sea area, has reduced construction cost and maintenance cost, and the current ripe fan technique of make full use of has promoted the business -like application of wave energy device and trend ability device, is a reliable marine renewable energy power generation platforms.",2017,Y02E  10/725; F03D   1/00; Y02E  10/727; F03B  13/26; Y02E  10/28; F03D   9/00; F03B  13/14; Y02E  10/32; Y02E  10/38
495708141,CN201721318195U,Thorniness type basis for wind generating set,"The utility model provides a thorniness type basis for wind generating set, includes basic body, this internal thorniness type urceolus, thorniness type inner tube and long anchor rod subassembly of setting up of basis, thorniness type inner tube is located thorniness type urceolus, thorniness type inner tube and thorniness type urceolus from the top down all install the reinforcement screw rod, middle part and lower part 3 piece at least adjustment of distribution of thorniness type urceolus keep the screw rod, the long anchor rod subassembly is located between thorniness type urceolus, the thorniness type inner tube, the upper end and the last anchor slab of long anchor rod subassembly are connected, the lower extreme and the lower anchor slab of long anchor rod subassembly are connected, the upper end of thorniness type urceolus, thorniness type inner tube with it meets to go up the anchor slab, the lower extreme of thorniness type urceolus, thorniness type inner tube with the anchor slab meets down. The utility model discloses cubic meter of stone excavation volume is little, concrete and the reinforcing bar quantity is less relatively, construction cycle is shorter.",2017,E02D  27/42; E02D  27/44
495712491,CN201721195213U,Offshore wind farm,"The utility model provides an offshore wind farm, includes slow -speed shaft and fast axis, device body bottom is provided with main kickboard, and the peripheral ring array of main kickboard has sixdepartments of cylindrical table, all there is the balancing weight at cylindrical table bottom center through connecting plate fixed mounting, and main kickboard center bottom has the balancing weight through connecting plate fixed mounting, main kickboard center top is fixed with the battery through the installation sleeve, and there are subsidiary six departments of floating assisting board main kickboard inside through mounting groove fixed mounting, the support column is installed through the bolt in cylindrical table top center, and support column top center is provided with the rotatingcircular disk, rotating circular disk top center is provided with the protection cabin. The utility model discloses the setting of main kickboard is favorable to device body suspension on the sea, plays the stationary support effect to the device body, can be fine suitable oceanic flood tide, prevented to lead to the fact the sea water to cover or inject device body bottom, the while can be movedinstalling the body, does not hinder the normal use on sea.",2017,Y02E  10/727; Y02E  10/725; B63B  35/44; F03D   9/25; F03D  13/25
495716965,CN201720974291U,Stability of bucket foundation's transportation by driving water seal and negative pressure are sunk is improved device,"The utility model provides a stability of bucket foundation's transportation by driving water seal and negative pressure are sunk is improved device for the supplementary construction of marine wind power foundation structure, including bucket foundation, top cap anchoring block, anchor line, plummet pouring weight, infiltration interlayer, the bucket foundation middle part is the circular storehouse body, and a plurality of minutes storehouse plate -types of peripheral radial distribution become a type trapezoidal storehouse body, and top cap anchoring block is located the downside of bucketfoundation top cap, anchor line of sub -unit connection, the plummet pouring weight is connected to anchor line's lower extreme, attaches the infiltration interlayer on the plummet pouring weight. Theutility model discloses effectively has strengthened bucket foundation and has received the water impedance of stormy waves under waving, force bucket foundation gas shakes in the measured time section of thick bamboo and can not quick and external water exchange, guarantee the gas tightness of bucket foundation transportation by driving in -process, strengthened the stability of transportation by driving water seal, guaranteed the security performance of bucket foundation transportation by driving in -process, in addition, the device simple structure, design, preparation and installation arevery convenient, and low in cost, and the practicality is strong.",2017,E02D  23/08; E02D  23/02
495735325,US201415106336,Saddle and hook system,NULL,2014,F03D  13/20; F03D  13/25; E02D  27/14; B63B  75/00; F03D  13/22; Y02E  10/727; B63B   9/06; E02B2017/0091; E02D  27/425; F05B2240/95; B63B  35/003; B63B  35/28; B66C   1/56; E02B  17/00; E02D  27/42; B63B  35/00; E02B2017/0047; E02B2017/0065; F03D  13/10
495830885,CN201721155400U,Wind -force navigational aid rotary drum with spiral curb plate,"The utility model provides a wind -force navigational aid rotary drum with spiral curb plate, it include the vertical fixation on boat deck's supporting platform, it is including a rotatory section ofthick bamboo (3), rotatory section of thick bamboo driving motor (4), section of thick bamboo rotation axis (5), end plate (2), the top at a rotatory section of thick bamboo (3) is installed in end plate (2) to with the coaxial concentric fixed connection of rotation drum (1), rotatory section of thick bamboo driving motor (10) installs and just is connected through a section of thick bamboo rotation axis (5) and a rotatory section of thick bamboo (3) in the bottom of a rotatory section of thick bamboo (3), its characterized in that on the peripheral surface of a rotatory section of thick bamboo (3), it is protruding or / and concave strip to be provided with N strip heliciform, N) 1, protruding or the concave strip parallel of each other of heliciform. The utility model relates to a highwind speed district homoenergetic enough high efficiency auxiliary propulsion's marine wind -force navigational aid rotary drum is distinguished from low wind speed.",2017,Y02E  10/74; F03D   3/00
495834714,CN201721296836U,Device is put down in seabed,"The utility model discloses a device is put down in seabed, which comprises a ship body, the stand is installed at the top of hull, the crossbeam frame is installed at the top of stand, the pulley isinstalled to the one end of crossbeam frame, install the crane between the splint, one side of crane install the mount by position department down, a hydraulic means is installed to the inboard of mount, the bottom plate is installed to the bottom of crane, the bottom of bottom plate is installed and is pushed away the flat board, the intermediate position department at the top of bottom plate installs the fixing base, the card that floats is installed to the inboard of fixing base, install aerogenerator on the fixing base. The utility model discloses a splint are installed in one side of quick -witted case to the organic case of one side installation of hull, have made things convenient for the fixed of crane and have adjusted through it, and installed the hangers at the top of crane, install wire rope on the hangers, have made things convenient for the control of crane greatly through this kind of design.",2017,F03D  80/00; F03D  13/25; Y02E  10/722; Y02E  10/727; B63B  35/00
495900121,DK20140779046T,FLYDENDE STRUKTUR,NULL,2014,B63B  43/06; F05B2240/95; B63B   5/20; B63B2001/128; B63B2035/446; B63B   1/107; F05B2240/93; B63B   1/12; Y02E  10/725; B63B   1/04; B63B   1/10; F03D  13/25; F05B2240/40; Y02E  10/727; B63B  35/44
495968684,CN201721529125U,Marine wind power machine fortune dimension personnel's transfer device,"The utility model discloses a marine wind power machine fortune dimension personnel's transfer device, hang including the gram order, extension ladder, first montant, the second montant, the cat ladder, the buoyancy ware, solenoid, a power supply, remote switch and remote controller, extension ladder's front end is fixed and is set up two couples, solenoid is fixed to be set up on the lateral wallof fan platform, solenoid passes through remote switch and the power is connected, first montant and second montant interval are fixed to be set up on the lateral wall of fan platform, vertical direction setting is followed between first montant and second montant to the cat ladder, the bottom of cat ladder extends to in the sea water, the fixed bottom that sets up at the cat ladder of buoyancy ware, the top of cat ladder extends to the top of fan platform, the inboard lateral separation of following in upper portion of cat ladder is provided with two magnets, the magnet is located near solenoid, the advantage is that the security is higher, not influenced by marine stormy waves, can make fortune dimension personnel in time land the fan platform and keep in repair the wind -powered electricity generation machine.",2017,B63B  27/30
495984744,CN201711408800,Household floating dust collecting device based on wind power,"The invention discloses a household floating dust collecting device based on wind power. The household floating dust collecting device comprises a mounting shell and a cleaning and collecting device,a driving rotating shaft, a fan blade, a driven rotating shaft, a transmission belt, a rotating rod, a rotating pin, a rotating sleeve, a connecting rod, a piston plate, an air outlet pipeline and anair inlet pipeline are arranged on the mounting shell; the cleaning and collecting device is arranged at the right end of the mounting shell, and an air outlet cavity, a dust suction cavity, a push rod, a dust inlet, a rotating baffle plate, a filter screen plate, a filter cloth plate, an air outlet and a filter grid are formed in the cleaning and collecting device. According to the household floating dust collecting device based on the wind power, wind energy is used as power to ensure energy conservation and emission reduction, and the use of the wind energy is more environment-friendly; andthe dust is driven by the wind energy to correspondingly pass through the filter screen plate and the filter cloth plate to isolate the impurities, and the filter cloth plate is knocked by the push rod doing a reciprocating motion so as to guarantee the continuous filtering effect.",2017,Y02E  10/72; A47L  11/24; Y02B  10/30; F03D   9/20
496033784,US201615387261,Offshore wind kite with seafloor mooring,Systems and methods for operating aerial vehicles in water-based locations. The systems and methods include a plurality of landing stations. Each landing station of the plurality of landing stations is coupled to at least one of: another landing station or an underwater mooring point. The systems and methods also include an aerial vehicle coupled to a tether mooring point by a tether. The aerial vehicle is configured to land on at least one landing station of the plurality of landing stations.,2016,Y02E  10/725; B64F   3/02; F03D   9/32; F03D   5/00; F05B2240/923; B63B  35/50; B64C  39/02; F03D   9/00; B63B  21/50; G05D   1/0684; G05D   1/06; B64C  39/022; B64F   3/00; F03D   9/25; F03D  13/25; F05B2240/921; F05B2240/93
496055581,US201615735779,Floating wind energy harvesting apparatus with improved maintenance,"A floating VAWT comprising a wind turbine body having a lower body portion and an upper body portion; at least one blade attached to the upper body portion for converting wind energy to rotation of the wind turbine body; and an energy converter attached to the wind turbine body for converting the rotation of the wind turbine body to electrical energy. The energy converter comprises a first energy converter part, and a second energy converter part to be kept relatively stationary in relation to the first energy converter part. The energy converter is attached to the wind turbine body by means of a first releasable mechanical coupling between the first energy converter part and the lower body portion of the wind turbine body, and a second releasable mechanical coupling between the first energy converter part and the upper body portion of the wind turbine body.",2016,F03D   3/065; B63B  81/00; F03D  13/25; F05B2230/6102; H02K   7/102; F03D   3/005; F03D  80/50; B63B   9/00; B63B  35/44; F05B2240/95; B63B  71/00; B63B2035/446; F03D   3/00; F05B2230/80; H02K   7/18; Y02E  10/727; F05B2220/706; B63B  35/003; F03D   7/06; F03D   9/25; Y02E  10/74; Y02P  70/523; B63B  35/00; H02K   7/183
496137427,CN201721674425U,A working ship for marine wind power transports dimension,"The utility model provides a working ship for marine wind power transports dimension, it includes: the hull, the multi freedom parallel robot, including upper mounting plate, lower platform and connecting at upper mounting plate at least three servo -cylinder between the platform under and, lower platform is fixed on the hull, the tray, it can be for upper mounting plate pivot on the horizontal direction on the upper mounting plate to set up, the staircase, the lower extreme setting of this staircase is in on the tray, a plurality of sensors set up on the multi freedom parallel robot for detect the concertina movement displacement volume of servo -cylinder and rolling volume, pitch volume and the heave volume of detection hull, and the motion control ware, receive sensing signal from a plurality of sensors to concertina movement according to rolling volume, pitch volume and the heave flow control servo -cylinder of hull. According to the utility model discloses a working ship for marine wind power transports dimension can the maximum possible guarantees that operator person by the safety that working ship got into a tower section of thick bamboo, ensures the stability of staircase.",2017,B63B  27/14; B63B  35/00; B63B  45/00; B63B  39/00
496192295,NL20182020536,"Pile holding system, vessel and pile installation method","The invention relates to a pile holding system to be mounted on a deck of a vessel, e.g. for installation of a pile adapted to support an offshore wind turbine, which pile holding system is configured to support the pile in an upright position at a pile installation location next to the vessel, the pile holding system comprising: 5 - a pile holder comprising a base structure, a firstjaw and a second jaw, the firstjaw and the second jaw each extending between an inner end and an outer end, and wherein the first and second yaw are pivotable connected at the inner end thereof to a respective pivot part of the base structure to pivot about a yaw pivot axis between a closed position, in which the pile holder defines a pile passage for the pile held in 10 the pile holder, and an open position, to allow the pile to be received in, or to be removed from, the pile holder in a lateral direction; - a plurality of pile engaging devices, wherein the base structure, the firstjaw and the second jaw each support at least one pile engaging device, the engaging devices each comprising one or more pile engaging elements, e.g. each comprising one or 15 more pile guiding rollers; and - a support system to be mounted on the deck of the vessel, wherein the support system moveably supports the pile holder at the base structure, and which support system is configured to move the pile holder in a first direction between an inboard position and an outboard position, 20 wherein the pile holder, when in the outboard position, is located outside the contour of the vessel, for holding the pile in the upright position at the installation location, and wherein the pile holder, when in the inboard position with the first and second jaw in the open position, is located within the contour of the vessel. 25 Fig. 2 30",2018,E02B  17/00; F03D  13/25; B63B  75/00; E02D  27/425; E02D  13/04; B63B  35/00; E02B2017/0065; B63B  35/003; E02B2017/0091; E02B2017/0039; E02D  27/525
496244798,KR20187009426,Offshore wind farm,"? ???, ??? ??? ?? ???? ??? ???? ???? ????? ??? ??? ?? ??, ? ??? ??? ?? ?? ?? ??(20)? ????, ??? ???, ??? ??? ?? ?? ??? ??? ?? ?? ?? ??(20)? ?? ???? ???? ?? ?? ??(10)? ???? ??, ?? ??? ?? ?? ?? ??(20)? ?? ?/?? ??? ?? ??? ???? ???? ??? ?? ??(30)? ??? ?? ?? ??(10)? ????, ?? ?? ??(30)?, ??? ??? ??? ???? ???? ??? 10%??? ??? ?? ? ?? ??? ?? ?? ?? ?? ??(20)? ??? ???? ??? ??? ?? ??, ?? ?? ??? ????.",2016,F03D  13/22; F03D  13/25; F05B2240/93; F03D   9/25; F05B2240/95; Y02E  10/725; Y02E  10/727
496256976,CN201720472304U,Form is large -scale antifriction bearing's rotation supporting mechanism and wind power generation equipment,"The utility model relates to a form is large -scale antifriction bearing's rotation supporting mechanism and wind power generation equipment, there is annular hookup component in large -scale antifriction bearing's rotation supporting mechanism, the hookup component can rotate relatively each other, this rotation supporting mechanism also has bearing clearance, this bearing clearance is sealed with the air locking on annular mouthful, the air locking has molding portion, there is the indenture by the flute profile of groove flank and groove lowest limit deckle circle in this molding portion, the degree of depth extension of indenture is on a parallel with the bearing and rotates the axis, the groove flank has formed the inboard of two arms of the molding portion cross section of air locking, article one, the arm is used for the anchor of air locking on annular hookup component, another arm has the seal lip on its outside, insert spring element the indenture of flute profile, spring element ab intra paste by on the flank of groove and take up with press to open the groove flank, two arms that from this make the air locking open in two bearing clearance that couple between the component each other, therefore the seal lip has obtained higher pressing force on the outside of an arm.",2017,F16C  33/78; F16C  19/188; F16C  33/7816; F16C2360/31; F16J  15/3212; F03D  80/70; F16C  33/7823; F16C  33/7889; Y02E  10/722
496258765,CN201721248268U,Fragmentary contained angle double -fed formula wind turbine generator system total power complete machine mechanical back -to -back test platform of back anchor steel reinforced concrete pattern,"The utility model provides a fragmentary contained angle double -fed formula wind turbine generator system total power complete machine mechanical back -to -back test platform of back anchor steel reinforced concrete pattern, fixes and pilot unit's hookup including basis, pilot unit and test bench, the basis is located original mill terrace, the power machinery basis of test that the basis formedfor concrete placement, set up two platform steelframes that relative direction arranged on the basis, the test bench adoption is not dismantled the conveying support form and is tested, the fixed adoption briquetting bolt combination pattern of pilot unit and test bench, through the combination of briquetting bolt will pilot unit conveying support's bottom plate with the platform steelframe is connected, scalable universal joint pattern is adopted in pilot unit's hookup, two pilot unit's main shaft with the contained angle is 0 between the universal joint. The utility model provides a commonality is strong, the vibration is low, with low costs, simple fragmentary contained angle double -fed formula wind turbine generator system total power complete machine mechanical back -to -back test platform of back anchor steel reinforced concrete pattern is maintained in the installation.",2017,F03D  17/00
496261187,CN201721318602U,Offshore wind power generation system,"The utility model provides an offshore wind power generation system, includes the offshore wind power generation unit, air compression and inflation electrical cell and seabed highly -compressed air energy memory, and when the electricity generation of offshore wind power generation unit exceeded the electric wire netting demand, electric power driven air compression that the utilization was had more than needed and inflation electrical cell's air compression machine filled into highly -compressed air to seabed highly -compressed air energy memory, when load of power grid increase and offshorewind power generation unit load can not satisfy the electric wire netting demand time, highly -compressed air in the release seabed highly -compressed air energy memory drives the generator electricity generation through air compression and inflation electrical cell's expander acting to the power load that the improvement provided to the electric wire netting. The utility model discloses can be when the great and load of power grid demand of wind -force is low carry out the energy storage surplus electric power of dissolving through compressed air, and the compressed air inflation acting thatutilizes the seabed to store provides electric power to the electric wire netting when the less or load of power grid demand of wind -force is high to realize wind generator system's frequency control function.",2017,Y02E  60/15; F01D  15/10; F03D   9/17; Y02E  10/727; F03D  13/25
496293135,EP20180179768,FLOATING TYPE STRUCTURE,"There is provided a floating structure. The floating structure according to the present invention comprises a main body including leg wells; legs penetrating the leg wells and having cords and racks; a unit installation means positioned in the main body as surroundings of the leg wells; According to the present invention, a jacking unit is installed in the main body by the unit installation means.",2013,B63B  27/10; F03D  13/25; B63B   9/06; E02B  17/00; B63B  75/00; Y02E  10/727; E02B2017/006; F03D   1/00; B63B  35/44; E02B  17/08; E02B2017/0091; B63B  35/00; E02B  17/0034; E02B  17/02; F03D  13/40; E02B  17/0818; B63B  35/003; B63B2035/446; E02B  17/021
496303758,DK20140801382T,SYSTEM OG FREMGANGSM≈DE TIL STYRING AF FLYDENDE OFFSHORE-VINDMÿLLEPLATFORME,NULL,2014,B63B  43/06; B63B  39/03; Y02E  10/723; Y02E  10/721; B63B2035/446; F05B2240/93; B63B  13/00; F03D   7/02; F03D   7/048; F03D  13/25; B63B   1/107; B63B  22/20; Y02E  10/727
496372808,KR20170113964,Power Generation System of Floating-Type,"The present invention relates to a floating power generation system capable of producing electricity in a floating state on a water surface, comprising: a main body disposed above the water surface at a predetermined distance from the water surface; a plurality of buoyancy tanks capable of generating buoyancy at a predetermined distance below the main body; a plurality of support pillars extending along the longitudinal direction, wherein the upper end portion is coupled to the main body and the lower end portion is coupled to each of the buoyancy tanks; and a power generator connected to the main body and capable of generating electric power by using wind or wave power. According to the present invention, necessary buoyancy can be generated by means of the buoyancy tank having a simple structure different from the conventional floating ship method, and thus the overall manufacturing cost is reduced, the life of the product is increased, and maintenance is easy.",2017,F03D   9/008; F03D   9/11; Y02E  10/38; Y02P  70/523; Y02E  10/70; F03D   3/00; F03D  13/25; Y02E  10/727; Y02E  10/74; F03D   9/00; F03D   3/005; F03B  13/18
496412756,TW20165130992,Installation system of offshore wind turbine and installation method thereof characterized by lowering the cost of installation and providing the efficiency and convenience of installation,"Disclosed are an installation system of offshore wind turbine and an installation method thereof. The wind turbine is assembled on the shore; and the installation is completed by horizontally swinging a boom on the shore and scrolling a hoisting cable to hoist components. The loading of the wind turbine before being sailed in the sea is completed by using the boom to move the entire wind turbine to a predetermined position; then two towers of a platform on the sea are lifted by a lifting appliance; and the two towers follow a slide table to linearly slide so as to make the wind turbine moved to be positioned at a placement area of the platform. When the platform sails on the sea to a fixed point of the installation, the two towers use the lifting appliance again to lift the wind turbine located at the placement area, and the two towers follow the slide table to linearly slide so as to make the lifted wind turbine moved out the placement area and installed at the fixed point, thereby completing the installation of the wind turbine on the sea.",2016,F03D   9/00; F03D   9/30; Y02E  10/727
496424674,TW20176219428U,Floating wind turbine,NULL,2017,Y02E  10/72; F03D   9/00; B63B  38/00
496438169,CN201711370936,Adaptive droop control method for MMC-MTDC system,"The invention discloses an adaptive droop control method for an MMC-MTDC system. The adaptive droop control method is characterized in that a power influence factor and a line impedance influence factor are introduced, the active power input by an AC side PPC point of a converter station is taken as an input quantity, the droop coefficient is taken as an output quantity, and the droop coefficientis adjusted in real time under the action of the influence factor, so that a P-V characteristic curve approaches to the optimal power distribution direction on the premise of not relying on high-speedcommunication. The adaptive droop control method provided by the invention has the beneficial effects that the main application occasion of the adaptive droop control method is an MMC-MTDC system forconnecting large-scale offshore wind wind power plants to the grid. A power influence factor and a line impedance influence factor are introduced, and the droop coefficient is adjusted in real time under the influence of the influence factor, so that the P-V characteristic curve approaches to the optimal power distribution direction. The adaptive droop control method provided by the invention hasthe advantages of not relying on high-speed communication, and being small in DC voltage deviation and low in line loss.",2017,H02J   3/386; H02J   3/48; Y02E  10/763; H02J   3/38
496510052,CN201721551239U,A fixed marine current conversion station for offshore wind farm,"The utility model relates to a fixed marine current conversion station for offshore wind farm. The utility model aims at providing an arrange a fixed marine current conversion station for offshore wind farm reasonable, that move reliably, adapt to the marine construction characteristics of marine environment conditional sum. The utility model provides a: this sea current conversion station has fixed steel structure platform, and fixed steel structure platform has the four layers, and this steel structure platform from bottom to top is in proper order: the first layer is provided with the cablelayer as cable access way, the second floor is provided with and exchanges equipement zone, the third layer is provided with the bus gallery as high -pressure busbar channel, the fourth layer is provided with direct current equipement zone and control area, fixed steel structure platform first, two, be equipped with vertical cable shaft between the three -layer. The utility model is suitable foran offshore wind power generation field is particularly useful for collecing offshore wind farm's electric energy with the alternating current circuit then converting to the marine current conversionstation of direct current output.",2017,H02B   7/00; E04H   5/04
496513756,CN201721493717U,Wind power generation device on water,"The utility model discloses a wind power generation device on water, the loach carrying platform comprises a supporting fram, be provided with power shaft and drive pivot on the support frame, the last cooperation of power shaft is connected with the fan blade, power shaft is last to be provided with first drive wheel, be provided with secondary drive wheel and third drive wheel in the drive pivot, first drive wheel is connected with the cooperation of secondary drive wheel, the third drive wheel is connected with power generation facility cooperation, the utility model discloses a thereby thereby wind -force on water drives rotation output kinetic energy that the rotation of fan blade drove power shaft to drive the pivot on, and then will drive and change epaxial kinetic energy and be transformed into the electric energy through power generation facility.",2017,F03D  15/00; F03D  13/25; Y02E  10/725; F03D   9/12; Y02E  10/722; Y02E  10/727; Y02E  60/16; F03D   9/25; F03D   1/06; F03D  80/00; Y02E  10/721
496514392,CN201721439906U,Layer -breaking water bloom eliminator,"The utility model discloses a layer -breaking water bloom eliminator, it includes: wind power generation set links to each other with rectification diffusion equipment, and it includes flotation pontoon, base plate, filter block, filter screen, dead lever, blade, fan, waterproof junction box, and the flotation pontoon links to each other with the base plate, and the base plate is located the filter block right side, and the filter screen links to each other with the filter block, and the dead lever is fixed with the fan, and the blade links to each other with the fan, and the fan is located waterproof junction box left side etc.. The utility model has the advantages that the whole structure is simple single, with low costs, the flotation pontoon can float whole equipment on the surface ofwater, and messenger's equipment does not receive the influence of water -level fluctuation and stormy waves, but the continuous operation, the problem of power supply such as large -scale lake reservoir difficult is solved, be applicable to the area that the power supply is difficult, convenient to use, green energy's utilization also is a scientific and effective method simultaneously, the installation is maintained conveniently.",2017,F03D   9/25; B01D  29/00; B01D  29/03; Y02E  10/725; B01D  35/02
496516748,CN201721488962U,Offshore wind residual air pressure storage power generation device,"The utility model discloses an offshore wind residual air pressure storage power generation device, its structure includes seagoing vessel, aerogenerator, controller, storage battery, air compressor,gas holder and atmospheric pressure power generation facility, the inboard top of seagoing vessel is equipped with the deck, the top on deck is equipped with tower tube, tower tube's top is equipped with aerogenerator, tower tube's bottom is equipped with PVC wire way pipeline, top electric connection in the controller of PVC wire way pipeline, controller electric connection is in storage battery,the right side of PVC wire way pipeline is connected with air compressor, air compressor's right side is equipped with the gas holder, the right side of gas holder is equipped with atmospheric pressure power generation facility, aerogenerator comprises radome fairing, fan blade and tail vane, the gas holder is including air inlet, gas outlet, supporting leg, manometer and explosion -proof piece.This offshore wind residual air pressure storage power generation device adopts surplus atmospheric pressure storage electricity generation, and energy -concerving and environment -protective, naturalresources utilizes the maximize.",2017,Y02E  60/15; F03D   9/17; F03D   9/32; Y02E  10/727
496570768,CN201721687881U,Marine wind power is scour prevention device for stake,"The utility model provides a marine wind power is scour prevention device for stake, enclose the lid including being used for reducing the scour protection that wave and trend erode to wind electric pile's pile foundation to and be used for preventing the elastic pressing piece that the sea bed surface collapses, the scour protection encloses the lid cover and locates the pile foundation position,the scour protection encloses lid enclosing including the apron and below locating the apron and closes the frame, elastic pressing piece is the compression form and locates between apron and the seabed. The utility model has the advantages of assurance pile foundation stability, adaptability is wide, and operates simple to operate.",2017,E02D  27/42; E02D  27/52; E02D  31/06
496571536,CN201721707372U,Emergent slide bar device of fleing of marine wind power booster station,"The utility model discloses an emergent slide bar device of fleing of marine wind power booster station, including hollow slide bar, buffering cushion, transit platform, safe iron chain, flee valve and sacrificial anode system, all leave the hole that the size is unanimous in the middle of buffering cushion and the transit platform, buffering cushion and transit platform all install on hollow slide bar, just through the hole the buffering cushion is attached on transit platform, the valve of fleing is fixed to be placed in transit platform, safe iron chain fix hollow slide bar upper portion weld the ring on, the sacrificial anode system is fixed to be set up in the bottom of hollow slide bar. The utility model has the advantages that: prevent that extra large biology adheres to nontoxic anti -fouling paint and can prevent that the barnacle from causing skid on hollow slide bar, the sacrificial anode system can prevent the corruption of hollow slide bar, pipeline and suction pump can avoid personnel to be burnt by the high temperature of hollow slide bar at the in -process of fleing for one's life when the conflagration takes place, the multiplicable personnel of safe iron chain areat the factor of safety of in -process that flees for one's life.",2017,B63B  17/00
496575001,CN201721641592U,Marine wind power composite cylinder type basis,"The utility model discloses a marine wind power composite cylinder type basis, include that upper portion passes power changeover portion and lower part tubular structure, upper portion passes the power changeover portion and is become with bracing steel pipe set by the steel pipe of standing vertically, the cartridge type structure comprises sheath skirt board, bobbin top lid, subdivision board,I -shaped main steel beam, I -steel collar tie beam, concrete top cap, supporting steel plate and stiffening rib, a semi -closed cartridge type structure that open side down is constituteed with the bobbin top lid to the sheath skirt board, the subdivision board arrange in in the semi -closed cartridge type structure, fall into 7~15 independent semi -closed cabins that open side down with semi -closed cartridge type structure, the bobbin top is covered and radially evenly is equipped with 6~12 I -shaped main steel beam, and 3~6 I -steel collar tie beams have been arranged to the hoop, all be equipped with the stiffening rib on I -shaped main steel beam, I -steel collar tie beam and the supporting steel plate, the bobbin top is covered and still is equipped with the concrete top cap. The utility model provides an among the prior art composite cylinder type foundation structure form single, application scope is little, the complicated scheduling problem of precast concrete.",2017,E02D  27/42
496593860,CN201810081655,Floating type marine wind power generator passive structure control device based on inerter and parameter optimization method of floating type marine wind power generator passive structure control device,"The invention discloses a floating type marine wind power generator passive structure control device based on an inerter and a parameter optimization method of the floating type marine wind power generator passive structure control device. On the basis of a traditional passive structure control device, a spring-damper-inerter mechanical network is introduced, the passive structure control device based on the inerter is formed, and by analyzing loading form of a floating type marine wind power generator, a simplified floating type marine wind power generator linear model and a load model are established. Based on the established simplified linear model, through technical means like system identification and system H2 norm optimization, the parameter optimization method of the floating typemarine wind power generator passive structure control device based on the inerter is given. With the adoption of the floating type marine wind power generator passive structure control device and theparameter optimization method, a wind wave load borne by the floating type marine wind power generator can be lowered effectively, and the overall performance of the floating type marine wind power generator is improved.",2018,F03D   7/02; F03D  13/25; Y02E  10/727; Y02E  10/723
496609525,PL20160163775T,FOUNDATION OF A WIND ENERGY SYSTEM,NULL,2016,E02B  17/027; E02B  17/0004; E02B2017/006; E02B2017/0073; E02D  27/425; E02B2017/0091; E02D  27/42
496710605,CN201720505590U,Assembled pterygoid lamina sleeve on marine fan large -diameter steel pipe pile basis,"The utility model discloses an assembled pterygoid lamina sleeve on marine fan large -diameter steel pipe pile basis, include: the steel case concrete pterygoid lamina, steel sleeve and be located theconstruction roof at sleeve top, the steel case concrete pterygoid lamina embedding steel sleeve outside locating plate is interior and advance line location and anchor through the biserial bolt, steel sleeve outside locating plate be fixed in the pile body outside and split stiffening rib plate in locating plate outside welding tensile through the welding seam connected mode, the construction roof be fixed in assembled pterygoid lamina sleeve top through the welding seam connected mode. The utility model is suitable for a marine wind power basis trade for the effect that improves the anti power of marine wind power large -diameter steel pipe pile basis shallow layer soil body level is showing very much, and installs parts and all connect through site precast, assembling style, adopts static pressure or hammering mode to push down assembled pterygoid lamina sleeve to the appointed degree of depth through the construction sleeve pipe at last, has that the effect is showing, simple process, uses advantages such as convenient, economical and practical.",2017,E02D  27/12; E02D  27/42
496732734,CN201721335157U,Offshore wind turbines testing system that gyroscopic effect verified by a wide margin under moving,"The utility model relates to an ocean engineering technology field, an offshore wind turbines testing system that gyroscopic effect verified by a wide margin under moving, including the fan blade model, air -brake, cabin model, tower tube formwork type, body model, first, two, three steel strand wires and tower section of thick bamboo inclination angle adjusting device. The utility model has the advantages of it is following, firstly, the multiple gyroscopic effect operating mode of different fans can be realized simulating in the position through adjusting the blade inertia adjusting device on the fan blade model, and application scope is wide, secondly can realize the adjustment of tower tube formwork type gradient through the position change of two last balancing weights of tower section of thick bamboo inclination adjusting device, realizes control of motion by a wide margin.",2017,F03D  17/00
496743936,CN201721609429U,Integrated system of marine fan and shellfish culture facility,"The utility model belongs to the technical field of ocean engineering and aquaculture engineering, a integrated system of marine fan and shellfish culture facility. Part under water, the frame has been establish for entire system to fixed offshore wind power generation machine to there is fabulous stability, through horizontal anchor chain around linking to each other for a fixed area, through last hanging rope connected shellfish culture box with a net upper end on the anchor chain, it has better resistance wind -wave capability at ocean current and shoal of fish effect motion down, assuranceshellfish culture box with a net all the time at vertical position under wave action the lower lifting rope restriction of shellfish culture box with a net lower extreme through taking the weight piece, part on water, the rotor that drives in the fan through the blade turns into the electric energy with the wind energy to in carrying the shellfish culture box with a net through the cable in the horizontal anchor chain with the fan electric energy, for providing, the shellfish culture box with a net lasts electric power. This integrated system has improved breeding device's anti -wind wave nature greatly, realizes device simple structure, and the range of application is wide, has higher practical value.",2017,Y02E  10/723; Y02E  10/727; A01K  61/55; Y02A  40/822; F03D   7/02; F03D  13/25; Y02P  60/64; F03D   9/25; Y02E  10/725
496746378,CN201721655520U,But large -scale marine buoy of multi -functional dive based on green energy,"But large -scale marine buoy of multi -functional dive based on green energy, including superstructure and ballast water spherical cabin, its characterized in that, superstructure and ballast water spherical cabin pass through the framework and connect, and the board receive and releases at the anchor chain below the ballast water spherical cabin through the anchor chain connection and takes turnsto, install the hydraulic turbine on the ballast water spherical cabin, ballast water spherical cabin's inside is equipped with sea water desalination device and storage water tank, wherein: the hydraulic turbine is equipped with power supply line group and sea water desalination device connection, and sea water desalination device is equipped with respectively in the inlet tube arranges the seawater in, and outlet pipe and tank connection are connected with outlet conduit on the storage water tank, the beneficial effect of the utility model 1. It comes to carry out power supply continuously, green for the buoy to utilize the scene to flow the cogeneration, 2. Load high definition digtal camera, overcome the unable accurate shortcoming of tracking small -size ship of traditional radar, ensure near the safety in harbour waters, 3. Unnecessary electric quantity can carry out seawater desalination to according to the sea water volume that the desalination obtained, the reserves of automatic adjustment ballast water.",2017,Y02A  20/141; B63B  22/00; B63B  22/16; F03B  13/26; Y02A  20/144; Y02E  10/28; Y02E  10/725; F03D   9/25
496760560,CN201810065146,Novel offshore wind power submersible floating foundation and construction method thereof,"The invention belongs to the technical field of offshore wind power foundation, and discloses a novel offshore wind power submersible floating foundation and a construction method thereof. The foundation consists of a floating platform and a mooring system. The floating platform comprises a standing column, a floating box and an inclined supporting rod. The mooring system comprises a straight mooring line, an inclined mooring line and a plurality of anchoring units connected through beam elements. During construction, the floating platform and the mooring system with upper draught fan tower barrels are towed separately, and the anchoring units sink and are embedded in the seabed; the upper ends of the straight mooring line and the inclined mooring line pass through reserved hole channels and the inclined supporting rod, and anchoring is conducted on the inclined mooring line and the straight mooring line after the floating platform sinks to the position. The foundation provides enoughbuoyancy stability when towing is conducted, is less affected by wave load when in position, achieves a water tension system, and reduces the difficulty of installing mooring line under water, anchoring foundation provides anti-pulling force through ballast load and friction resistance, the foundation penetrates the seabed through surcharge and internal and external pressure difference, and construction is convenient.",2018,E02D  27/425; E02D  27/50; B63B2035/446; B63B  35/44; E02D  27/42
496764531,CN201810120374,Multifunctional support equipment for ocean engineering,"The invention provides multifunctional support equipment for ocean engineering. The multifunctional support equipment comprises a float, a helicopter parking platform, a gradienter, a synchronous aircylinder, an oil supply device, an adjustable sun-shading and rainproofing frame structure, a climbing ladder structure, a wind power and wind direction detector, a ship-positioning protection fence structure and a pipe frame. The helicopter parking platform is mounted on the upper portion of the float through the synchronous air cylinder. The multifunctional support equipment has the advantages that an adjustable protection frame is arranged on the inner side of a fixed protection frame, so that parked ships are isolated conveniently and are stored in a classified way, and application functions are added; an oil outlet pipe is hung on the pipe frame, and is communicated with an oil outlet of an oil pump through an oil guide pipe, so that helicopters parked on the helicopter parking platform are refueled conveniently, and convenience in use is achieved; the right end of a piston rod of a bidirectional air cylinder is connected with the right end of an extended hood through a connectionblock, so that the extended hood is pushed rightwards conveniently, and the helicopters can shield sunshine and rainwater for passengers after landing.",2018,B63B  35/44
496783093,AU20170248492,"LIFTING STRUCTURE, WORK BOAT, AND METHOD FOR INSTALLING PIVOT ANCHOR","A lifting structure is provided, which makes it possible to upwardly pull an object installed at the bottom of water, more reliably and at a high operation efficiency irrelevant to a state of the bottom of water. A lifting structure for lifting an object installed at a bottom of water comprises a lifting apparatus which has a lifting axis and which lifts the object along the lifting axis; a reaction force plate which has a bottom surface configured to press the bottom of water in a case that the object is lifted by the lifting apparatus; and a connecting portion which connects the lifting apparatus and the reaction force plate so that the bottom surface is rotatable with respect to the lifting axis.",2017,B63B  35/00; B63B  27/08; Y02E  10/722
496834259,CN201721060196U,A compound stand of basalt fiber concrete for marine environment,"The utility model discloses a compound stand of basalt fiber concrete for marine environment, including a core concrete post and a basalt fiber pipe. Compare in current marine wind energy conversion system bearing structure's component, can effectively alleviate the vortex induced vibration in the ocean, have economic and corrosion resistant advantage.",2017,E02D  27/52; E02D  27/42
496834261,CN201721060233U,A compound stand of stainless steel concrete for marine environment,"The utility model discloses a compound stand of stainless steel concrete for marine environment, including a core concrete post, a nonrust steel pipe and a nonrust steel sheet. Compare in current marine wind energy conversion system bearing structure's component, can effectively alleviate the vortex induced vibration in the ocean, have economic and corrosion resistant advantage.",2017,F03D  13/20; Y02E  10/727
496834405,CN201721060170U,A compound stand of basalt fiber shaped steel concrete for marine environment,"The utility model discloses a compound stand of basalt fiber shaped steel concrete for marine environment, including a core shaped steel concrete column, basalt fiber pipe and a basalt fiber muscle. Compare in current marine wind energy conversion system bearing structure's component, can effectively alleviate the vortex induced vibration in the ocean, have economic and corrosion resistant advantage.",2017,F03D  13/25; Y02E  10/727
496852234,CN201721666985U,Concrete changeover portion and compound marine wind turbine foundation of jacket,"The utility model discloses a concrete changeover portion and compound marine wind turbine foundation of jacket, including concrete structure cushion cap, three pile leaders frame and negative -pressure barrel, the upper end fixed mounting of concrete structure cushion cap has a pylon, and concrete structure cushion cap bottom fixed mounting has a concrete structure bottom plate, the bottom of concrete structure bottom plate with three jacket securing connect, the bottom fixed mounting of three pile leaders frame has negative -pressure barrel, negative -pressure barrel bury under the sea bed face. This concrete changeover portion and compound marine wind turbine foundation of jacket, because the whole transition section structure of adoption concrete structure cushion cap and concrete structure bottom plate has eliminated traditional steel and has constructed the shortcoming that changeover portion node stress highly concentrated, the effectual corrosion fatigue that has avoided leadsto the fact the damage problem, has improved the fatigue life of structure, makes the operation period anticorrosion tie up nursing worker and significantly reduces as the volume.",2017,E02D  27/14; E02D  27/42
496854160,CN201721667996U,Offshore wind turbines basis scour monitoring system,"The utility model discloses an offshore wind turbines basis scour monitoring system, including monitoring tower and data acquisition facility, monitoring tower comprises base and body of the tower, and base fixed mounting is on the sea bed, and body of the tower fixed mounting is on the base, install in the body of the tower outside data acquisition facility contains safety monitoring system, bearing structure system and basic scour monitoring system in. This offshore wind turbines basis scour monitoring system through establishhing safety monitoring system of offshore wind turbines bearing structure system and basic scour monitoring system, realizes evaluateing in real time based on the wind turbine generator system bearing structure security of system of monitoring, monitoring of scouring depth monitoring system unit and bearing structure system response and the daily operating parameter unit of electric tower is combined together, china's offshore wind farm's security guarantee technology level can be improved to show reduction maintenance cost.",2017,Y02B  10/30; G01C   7/00; F03D  17/00; G01C  13/00
496857400,CN201721711229U,Marine floating wind -powered electricity generation device and floating foundation thereof,"The utility model relates to a marine floating wind -powered electricity generation device and floating foundation thereof, this floating foundation include and a plurality ofly separate the frame structure who sets up by interior and outer room, and be adjacent be connected through a plurality of connecting rods between the frame structure, frame structure includes body, lower body and a plurality of supporter, go up the body with the body is the sealed body in both ends down, go up the body through a plurality of the supporter is fixed in down on the body. Separate the frame structure who sets up by interior and outer room and separate the wave through a plurality of to reach the mesh of wave absorption, in addition, will go up the body through the supporter and support and to fix on body down, form trussed structure, and make frame structure simply firmly, have better load adaptability on the surface of water.",2017,Y02E  10/727; B63B  35/44; F03D  13/25
496858010,CN201721734836U,A offshore wind turbines tower section of thick bamboo and pile foundation safety on -line monitoring device,"The utility model discloses an offshore wind turbines tower section of thick bamboo and pile foundation safety on -line monitoring device, include: the first gradient sensor of setting on the inner wall of an upper portion tower section of thick bamboo, the second gradient sensor of setting on the inner wall of a lower part tower section of thick bamboo, with the data processing and analysis device that first gradient sensor and second gradient sensor are connected, with the server that data processing and analysis device connects, with the remote operation access end that the server is connected, and one be used for the calibration the initial inclination's of an upper portion tower section of thick bamboo and a lower part tower section of thick bamboo off -line calibration detection device, include still that one sets up the top of a tower section of thick bamboo and with data processing and analysis device connects is used for gathering the triaxial acceleration sensor of the atresssignal of a tower section of thick bamboo. The utility model discloses installation and debugging are convenient, and are with low costs, more comprehensive to the safe situation evaluation of a tower section of thick bamboo.",2017,F03D  17/00; F03D  13/25; Y02E  10/727; F03D  80/00; Y02E  10/722
496883214,CN201810195127,Positioning device and construction method of wind power generator foundation prestress anchor cable duct,"The invention relates to a positioning device and a construction method of a wind power generator foundation prestress anchor cable duct, belongs to a wind-driven generator construction auxiliary device and the construction method thereof. The positioning device of the anchor cable duct further comprises a positioning structure, a supporting structure, a ring template, a bottom plate and a hole channel tube; the positioning structure comprises a positioning disc, inner baffles, outer baffles, positioning holes and positioning seats, and the positioning holes are formed in the positioning disc;positioning piles are welded on base plates, and the positioning piles are composed of cross arms, longitudinal arms, vertical supports, inclined supports and the bottom supports are welded into a supporting structure; the cross arms and the longitudinal arms are placed on the ring template, the positioning disc is placed on the cross arms and the longitudinal arms, and the base plates are placedon a bottom plate; and a hole passage pipe is arranged between each positioning pile and each positioning hole. According to the construction method of the anchor cable duct, the construction methodcomprises the following construction steps that (1), construction preparation is carried out; (2), the ring template is installed; (3), the positioning disc is installed; (4), the supporting structureis installed; and (5), the positioning piles and the hole passage pipes are arranged. The structure is reasonable, and the construction accuracy and quality are improved.",2018,E02D   5/74; E02D  27/42; E02D  27/50
496969448,ES20150161418T,Cimiento basado en la gravedad para una instalaciÛn en alta mar,"Cimiento basado en la gravedad (1) para una instalaciÛn en alta mar (2), en el que el cimiento (1) comprende un cajÛn (3) de hormigÛn y un ·rbol (4) de acero; en el que el cajÛn (3) tiene una losa inferior (5), un techo (6) y una pared lateral (7) que se extiende entre la losa inferior (5) y el techo (6) para definir una estructura hueca delimitada por la losa inferior (5), el techo (6) y la pared lateral (7); en el que el techo (7) tiene un paso (8) para el ·rbol (4), cuyo paso (8) est· circunscrito por un borde (9) y es m·s ancho que el di·metro del ·rbol; en el que se define un espacio entre el borde (9) del paso (8) y el ·rbol (4); en el que el ·rbol (4) tiene un extremo inferior (10) y un extremo superior (11); en el que el ·rbol (4) se extiende con su extremo inferior (10) a travÈs del paso (8) en el cajÛn (3); en el que el ·rbol (4) est· soportado por el cajÛn (3) en un soporte inferior (12) y un soporte superior (14); en el que el soporte superior (14) comprende una colada de hormigÛn (16) que cierra el espacio entre el borde (9) del paso (8) y el ·rbol (4); y en el que el soporte superior (14) se extiende alrededor del ·rbol (4) y est· dispuesto en el paso (8) caracterizado porque el soporte superior (14) comprende, adem·s: - barras de refuerzo radial (17) distribuidas alrededor del ·rbol (4), que sobresalen del techo (6) en direcciÛn radial hacia el interior, fijadas al techo (6) e integradas en la colada de hormigÛn (16); y - elementos radiales (18) distribuidos alrededor del ·rbol (4), que sobresalen desde el ·rbol (4) en direcciÛn radial hacia el exterior, fijados al ·rbol (4) e integrados en la colada de hormigÛn (16); y porque las barras de refuerzo radial (17), los elementos radiales (18) y la colada de hormigÛn (16) est·n dispuestos para transferir fuerzas de tracciÛn radiales (T) de los elementos radiales (18) a las barras de refuerzo radial (17) con el fin de transferir las fuerzas de tracciÛn radiales (T) del ·rbol al techo (6); y porque el techo (6) est· dispuesto para transferir las fuerzas de tracciÛn (T) a la pared lateral (7).",2015,E02B  17/02; E02B2017/0091; E02D  27/425; F05B2240/95; F03D  13/20; E02B  17/027; E02B2017/0069; F03D  13/22; E02B2017/0065; E02B2017/0073; Y02B  10/30; E02D  27/42; E02B  17/00; E02B  17/025; Y02E  10/727
497009044,CN201721524769U,Marine floating wind turbine generator system and fishery culture in net cage's integration device,"The utility model provides a marine floating wind turbine generator system and fishery culture in net cage integration device down include the floating wind turbine foundation and the mooring arrangement of wind turbine generator system, a fan tower section of thick bamboo, accommodation platform, frustum shape steel construction on the follow, fan tower section of thick bamboo upper end installation wind turbine generator system, the lower extreme is fixed on floating wind turbine foundation, accommodation platform around the bottom at a fan tower section of thick bamboo, mooring arrangementconnects on floating wind turbine foundation, can moor integration device on the sea bed, still include side etting, bottom surface etting and elevating gear, the side etting is a tensioning formula etting, surrounds and fixes in floating wind turbine foundation's side, and elevating gear sets up in floating wind turbine foundation to link to each other with the bottom surface etting, make the bottom surface etting go up and down. The utility model discloses utilize floating wind turbine foundation inner space forms a huge aquaculture net case, and the box with a net is indeformable, and degree of automation is high, can realize ' go up the electricity generation, breed fish down ', the utility model discloses have good stability and seakeeping, be suitable for the well deep water sea areawithin 200 meters.",2017,Y02A  40/826; Y02E  10/727; A01K  61/60; B63B  35/44; Y02E  10/725; Y02P  60/64; F03D   9/25; F03D  13/25
497015810,CN201721699026U,Many integral bearing platform foundation of prefabrication through grout connection,"The utility model provides a many integral bearing platform foundation of prefabrication through grout connection, the prefabrication high pile platform of foundation ring is fixed with including themiddle part, many interior steel -pipe piles of prefabricated high pile platform below fixedly connected with, outside the overlapping of steel -pipe pile is equipped with the overcoat tubular pile ineach, the bracket of steel -pipe pile in overcoat tubular pile middle part is fixed with and is used for supporting, bracket upper portion has the lower part sealing washer, be fixed with the top seal circle between the last edge of outer tube and the outside surface of interior steel -pipe pile, prefabricated high pile platform middle part has to be run through prefabricated high pile platform and advancing the thick liquid pipe and going out the thick liquid to manage between steel -pipe pile and the overcoat tubular pile in extending to, the utility model discloses simple structure can reduce the marine construction operation time, reduces the operating expenses, reduces the foundation engineering cost, the efficiency of wind turbine foundation construction quality, the convenient batch of realizing is prefabricated, reduces construction cycle, is improved.",2017,E02D  27/14; E02D  27/42; E02D  27/52
497084919,RU20170122827,IMPULSE LOCOMOTOR,"FIELD: transportation.SUBSTANCE: invention relates to systems and propulsors, and more particularly, to devices that propel liquid and vessels in the oscillation mode in liquids and on land. Vessels and fluid driving device at the fluid energy comprises rigidly connected to the drive shaft blade. During the reciprocating motion, the media are forced to move to the blade trailing edge, thereby causing the device reactive movement, substantially along the blade gliding path. Device is attached to the driving force source by means of a hole. Device can be driven directly by the reciprocating driving force source, and indirectly due to the transmitted by the support platform reactive torque. Thrust vectorization can be achieved by turning the steering handle on the bearing, fixed to the platform and the base with possibility of rotation. Lubricant is supplied from the source L to the outlet port through the pipeline and to the inlet port to cover the device with the lubricating cavity, to reduce the drag. Blade glides along the reciprocating motion 8-shaped path.EFFECT: enabling the fluid energy conversion to thrust.18 cl, 11 dwg",2015,F05B2240/931; B60F   3/0007; B63H   1/30; B63H   1/32; B64C  11/325; F05B2210/16; Y02E  10/721; B64C  25/32; B64C  29/0008; F03D   5/06; Y02E  10/28; Y02T  70/5254; F03B  13/20; F03B  17/06; Y02E  10/38; F05B2220/90; F05B2240/311; B63H   1/36; F03B  13/14; Y02E  10/70; B63H   3/008
497125687,CN201721660438U,Roller type cable stopper,"The utility model discloses a roller type cable stopper, including shelf, plug -in strip, oil cup, axle, cardboard, gasket, copper sheathing and wheel, the shelf is established to ' opening ' style ofcalligraphy, and the shelf top is equipped with the plug -in strip, and round pin of plug -in strip is fixed, and another is equipped with plug -in strip handle and bolt, can freely open, and the oneend of the salient shelf of plug -in strip handle sets up the axle of two parallels in the plug -in strip vertical direction, spool one end be connected with the plug -in strip, the shelf middle section is equipped with the oil cup, oil cup the place ahead is equipped with the cardboard, cardboard and plug -in strip are parallel to each other, the utility model relates to a roller type cable stopper, economical and practical, the simple installation maintains that the maintenance is safe convenient, simple structure, reasonable in design extensively is applicable to the shipbuilding trade.",2017,B63B  21/18; Y02E  10/722; F03D  80/00
497130533,CN201721426697U,Water surface garbage clears away collection vessel,"The utility model discloses a water surface garbage clears away collection vessel, including roof frame, the fixed plate is installed to the both sides of roof frame's bottom, install the air cushionon the fixed plate, the axle sleeve is installed to roof frame's one end, the refuse collection groove is installed to the one end of axle sleeve, the drainage board is installed to the bottom of theinside in refuse collection groove, adapter sleeve and defeated silo are installed to the one end in refuse collection groove. The utility model discloses a solar panel is installed at roof frame's top, can convert light energy into electric energy through it, supplies with the hull and uses, and install the support in the both sides at roof frame's top, installs aerogenerator through hanging thepole on the support, can be expert at the wind energy conversion power supply hull that crosses the journey with the hull through it and use, and the collection vessel through this kind of design canmake the hull increase greatly in automatic collection's time.",2017,E02B  15/10; B63B  35/32
497131241,CN201721464599U,"Wind power generation equipment tower building, tensioning cable, anchor and bridge structures","The utility model relates to a wind power generation equipment tower building, tensioning cable, anchor and bridge structures. A wind power generation equipment tower building includes: tower, tower include well void tower portion and basal portion, and one or more tensioning cable, at least one tensioning cable includes: pipeline, pipeline have the pipeline wall of pipeline inner space and encirclement pipeline inner space, corresponding end and each terminal body that two terminal bodies, each terminal body all are located the pipeline all have the one or more through -hole, and at least onetensioning component, at least one tensioning component extends through the pipeline inner space between two terminal bodies, at least one tensioning component is guided at least one through -hole through each terminal body and is fixed in one side of keeping away from the pipeline inner space of the terminal body, wherein, department in the middle of the axial of pipeline, total cross sectionalarea of tensioning component or all tensioning components compares with the cross sectional area's of pipeline inner space the not tensioning state of at least one tensioning component is down for between 0.50 to 0.65.",2017,E01D   1/00; E04C   5/12; E01D  19/00; E04C   5/10; E04C   5/08; E01D 101/28; E04H  12/02; E04H  12/16
497137779,CN201820439441U,Body frock is dismantled to fan on water,"The utility model discloses a body frock is dismantled to fan on water, including annular body, the annular body is formed by the concatenation of a plurality of arc bodies the annular body the uppersurface on with the centre of a circle seted up a plurality of ring channels, a plurality of the ring channel has the different degree of depth, at every be provided with a rope in the ring channel, the both ends of rope are provided with a cardboard respectively it is used for to have offered one on the ring channel cardboard male draw -in groove. The utility model discloses a body frock is dismantled to fan on water, simple structure is conveniently assembled and is dismantled, has avoided the defect of body frock drift among the prior art, is convenient for more to the dismantling efficiency of fan on water.",2018,Y02E  10/727; F03D  13/25
497137793,CN201820443912U,Marine fan strutting arrangement,"The utility model discloses a marine fan strutting arrangement, including a plurality of wind turbine foundation that are used for supporting marine fan, every wind turbine foundation is including a supporting bench and a foundation pile, and is a plurality of wind turbine foundation lines up one row to be provided with supplementary basis between the adjacent wind turbine foundation, supplementary basis includes supplementary basis platform and is located the support that is used for of below the supplementary stake of supplementary basis platform, supplementary basis platform and adjacent propping up are fixed with tie -beam group between the supporting bench. The present invention uses the technical scheme, the utility model discloses a marine fan strutting arrangement, it is even as anorganic whole through setting up the wind turbine foundation that supplementary basis and tie -beam group will be adjacent, compare in prior art, can effectively increase wind turbine foundation's steadiness and shock resistance, strutting arrangement simple structure simultaneously can continue the construction and increase and build supplementary basis and tie -beam group on the present marinefan of having built the completion, still do not destroy the performance of original fan simultaneously.",2018,Y02B  10/30; F03D  13/25; Y02E  10/727
497165340,DK20100180856T,VindenergianlÊg,NULL,2004,F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025; F03D  13/22; F05B2240/95; F05B2260/64; F03D  13/20; F03D  13/25; Y02P  70/523; F03D  11/04; F03D  13/10; F03D   1/00; F03D   9/25; F05B2230/60; F05B2240/14; Y02E  10/727; F03D  11/00; F03D  80/60; H01F  27/085
497406313,ES20100180856T,Aerogenerador,"Aerogenerador con una torre (9), que se funda sobre un cimiento, y un mÛdulo de potencia (7), presentando el mÛdulo de potencia (7) al menos un transformador y/o un inversor, mediante el cual se transforma la energÌa elÈctrica facilitada por el generador del aerogenerador a media tensiÛn o alta tensiÛn, incluyendo adem·s el mÛdulo de potencia (7) otras unidades con las que se controla y/o conduce y/o convierte la energÌa elÈctrica proporcionada por el generador del aerogenerador, presentando el mÛdulo de potencia (7) un soporte (8) que se coloca sobre el cimiento del aerogenerador, caracterizado porque el mÛdulo de potencia (7) est· dispuesto en un contenedor que encapsula el mÛdulo de potencia dentro de la torre, presentando el contenedor una pared (10) que se sit˙a entre la pared de la torre (9) y el mÛdulo de potencia (7).",2004,F03D  11/00; F05B2260/64; H01F  27/085; F05B2230/60; F03D  11/04; F03D  13/20; F03D  13/25; F03D  80/50; Y02E  10/727; F03D  13/10; F03D  13/22; Y02P  70/523; F03D  80/00; F03D  80/82; F05B2240/95; F05B2250/231; F05B2260/20; H01F  27/025; F03D   1/00; F05B2240/14
497558756,JP20170565780,??????????????????????????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2016,B63B  35/00; B63B  35/44; F03D  13/25; B63B  43/06; F05B2240/95; B63B  39/06; B63B2039/067; B63B2209/20; B63B   1/107; F05B2240/93; B63B2001/128; B63B2035/446; B63B  39/03; Y02E  10/727
497588717,KR20170000619,Offshore wind power equipment of floating type,"The present invention provides a floating offshore wind power generator including a main floating body having buoyancy and floating on the sea, a marine floater wire having one longitudinal end connected to the main floating body with the other longitudinal end fixed in the water, a wind generator installed on the main floating body and generating electric power by using wind power generated on the sea, a support floating body having buoyancy and arranged to float in a submerged state vertically below the main floating body, an underwater floater wire having one longitudinal end connected to the support floating body with the other longitudinal end fixed in the water, and balancing means installed on the support floating body to support the main floating body and balancing the main floating body on the support floating body by absorbing a movement of the main floating body attributable to waves or wind on the sea. In a case where shaking results from wind or waves with the main floating body supported through the underwater support floating body, the balancing means of the floating offshore wind power generator absorbs the movement of the main floating body. Then, the main floating body is immediately balanced on the support floating body. As a result, the efficiency of power generation using the wind power of the wind generator on the sea can be stably maintained.",2017,B63B  21/50; Y02E  10/727; F03D  13/35; B63B2035/446; B63B2209/20; F03D   1/00; F03D  13/25; B63B  35/44
497598782,KR20170058777,SYSTEM FOR INSTALLING OCEAN STRUCTURE,The present invention relates to an ocean structure installation system for installing a structure on the sea. The ocean structure installation system according to an embodiment of the present invention includes: a working platform for ocean structure installation; a mother ship supplying the working platform with an article and attachable to and detachable from the working platform; and a transport module transporting the article from the mother ship to the working platform. The transport module includes: a first shelf supporting the article on a first side surface facing one direction when seen from the upper portion of the mother ship; a second shelf supporting the article on a second side surface facing the one direction of the working platform; and a driver sliding the article from the first shelf to the second shelf along the upper surface of the first shelf and the upper surface of the second shelf.,2017,Y02E  10/727; B63B  27/30; F03D  13/25; B63B  35/00; B63B  27/22; B63B2708/00; B63B  27/08; B63B  35/003
497655543,CN201721845212U,Anti ice device and offshore wind power generation unit thereof,"The utility model provides an anti ice device and offshore wind power generation unit thereof. Anti ice device includes a plurality of anti ice components, wherein, a plurality of anti ice componentsencircle the main structure body, and include the orientation the outstanding portion of opening ice in the outside of main structure body, a plurality of anti ice components are followed with predetermined interval the axle arrangement of main structure body, just the scope of arranging of a plurality of anti ice components covers the tidal level of main structure body is interval. According to the utility model discloses an ice device is resisted, crackle damage, furthest's reduction sea ice intensity can be caused to the sea ice to can reduce quiet ice carries and moves ice and carry. And consider tidal level influence in winter, the setting has multi -storied anti ice device to can avoid the sea ice elevation to change the influence that brings along with the tidal level. And, to compare with there being anti ice device, the material is more economized, and the cost is lower to can not bring extra wave load to increase.",2017,E02D  31/00; E02B  17/00; E02D  27/42; E02D  27/52; E02D  27/12
497671638,NL20182020753,"Pile holding system, vessel and pile installation method","The invention relates to a pile holding system to be mounted on a deck of a vessel, e.g. for installation of a pile adapted to support an offshore wind turbine, which pile holding system is configured to support the pile in an upright position at a pile installation location next to the vessel, the pile holding system comprising.",2018,B63B  75/00; E02D  13/04; B63B  35/003; E02B  17/00; B63B   9/06; E02B2017/0039; E02D  27/52; E02B2017/0091; E02D  27/425; E02D  27/525; E02D  27/42; B63B  35/00; E02B2017/0065; F03D  13/25
497722055,CN201721059575U,A compound stand of basalt fiber shaped steel concrete for marine environment,"The utility model discloses a compound stand of basalt fiber shaped steel concrete for marine environment, including a core shaped steel concrete column and a basalt fiber pipe. Compare in current marine wind energy conversion system bearing structure's component, can effectively alleviate the vortex induced vibration in the ocean, have economic and corrosion resistant advantage.",2017,F03D  13/20; Y02E  10/727
497742485,CN201810043637,Composite test device and method for measuring dynamic impedance of bucket foundation of offshore wind turbine,"The invention discloses a composite test device and method for measuring dynamic impedance of a bucket foundation of an offshore wind turbine. The composite test device comprises an experimental box,a composite force loading device, a dynamic bending moment loading device and a data acquisition and analysis device. The experimental box is filled with test sand and sea water, and a drain pipe is arranged at the bottom of the experimental box. The composite force loading device comprises a composite force loading frame, a vertical servo electric cylinder, a tilt servo electric cylinder, a vertical force sensor and a tilt force sensor. The dynamic bending moment loading device comprises a dynamic bending moment loading frame, a transverse servo electric cylinder, a transverse force sensor, aforce transmission structure, an A-shaped frame, a bending moment force sensor and a counterweight block. The top of the experimental box can be detachably connected with the composite force loadingframe or the dynamic bending moment loading frame. According to the composite test device and method for measuring the dynamic impedance of the bucket foundation of the offshore wind turbine, different external loads are applied to a bucket foundation model through two different types of cyclic load loading devices, the influencing factors and mechanisms of the dynamic impedance of the bucket foundation are studied, and the basis for the value of the dynamic impedance of the bucket foundation in the actual design process of the wind turbine is provided.",2018,E02D  33/00
497752727,CN201721537387U,Anti -Typhoon type offshore wind power generation unit blade of folded cascade,"The utility model discloses an anti -Typhoon type offshore wind power generation unit blade of folded cascade, it has blade root section and apex section to divide, and the rotation axis connection ispassed through to blade root section and apex section, and the apex section can be rotated around the relative blade root section of rotation axis and drawn close to the blade root section is folding, the branch period number that the rotation axis is close to the apex section puts, and the branch period number department of putting of apex section installs the connecting axle that is on a parallel with the rotation axis, installs and provides thrust and tensile pneumatic cylinder being close to its minute period number department of putting in the blade root section, and the piston rod of pneumatic cylinder links to each other through the transfer line between piston rod and the connecting axle towards apex section and perpendicular to rotation axis, and the one end of transfer line links to each other with the piston rod through the hinge, and the other end props up with the connecting axle continuously through the hinge, when pneumatic cylinder thrust output, the apex section realizes foldingly, and when pneumatic cylinder output pulling force, the apex section realizes expanding. The utility model discloses realize that blade apex section when the typhoon is attacked is folding, effectively reduce the whole wind load of wind generating set, avoid the complete machine to take place subversive and destroy.",2017,F03D   1/06; Y02E  10/721
497756376,CN201721586731U,Roof beam cap structure for offshore wind power generation machine blade,"The utility model discloses a roof beam cap structure for offshore wind power generation machine blade, the roof beam cap is the trapezium structure, and this roof beam cap will be greater than the regional width of apex at the regional width of root of blade, can provide higher rigidity in leaf root zone territory like this, warp lessly at main bearing area, is favorable to improving the blade headroom, and the rigidity that apex region needs is little, and it is little to design the width at the apex, is favorable to reducing apex weight, first -order quality square that can less blade to fatigue load that can less blade bore. In addition, this roof beam cap and blade root enhancement layer be the obtuse angle length direction's by the position contained angle, compare the right angle oftradition design, can improve other glass metal skids of leaf structure and roof beam cap intersection location's stress concentration, and need not through increasing overlay improvement rigidity, reduce to change the position and meet an emergency and reduce stress.",2017,Y02B  10/30; F03D   1/06; Y02E  10/721
497788619,JP20180001743U,??????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,Y02E  10/72; F03D  13/40; B63B  35/00
497794744,PL20130794810T,"METHOD FOR ANCHORING A FOUNDATION STRUCTURE, AND FOUNDATION STRUCTURE",NULL,2013,E02B2017/0091; E02D  27/12; F03D  13/22; E02B2017/0043; E02D  27/425; E02D   5/34; E02B  17/00; E02B  17/0008; E02D  27/32; E02D  27/42
497797287,PL20140152768T,Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines,NULL,2009,B63B  21/50; B63B2035/446; E04H2012/006; F03D   9/00; F03D   9/257; Y02E  10/727; E02B  17/00; F03D   7/0204; B63B  39/03; B63B  39/06; B63B2039/067; E02B   9/00; E02B2017/0091; F03D   9/25; F05B2240/95; Y02E  10/725; B63B  35/44; F03D   1/00; B63B   1/107; B63B  39/04; F03D   7/02; F03D  13/25; F05B2240/93; Y02E  10/22; B63B  35/00; F03D  13/10; F03D  17/00; E02B  17/04; E04H  12/00; F03D  80/00
497901791,CN201721308447U,Tension leg type offshore wind power generation machine basis,"The utility model provides a tension leg type offshore wind power generation machine basis, include: ballast tank portion, buoyancy module portion sets up in the top of ballast tank portion, the extension leg that at least three level set up all is connected with the top of buoyancy module portion, and just the circumference along the lateral surface of buoyancy module portion evenly sets up, thetension muscle of at least three vertical setting, tension muscle and extension leg one -to -one, the top of every tension muscle is connected with the one end of the buoyancy module portion that keeps away from of corresponding extension leg, and the bottom mounting of every tension muscle is on the sea bed. The utility model discloses is connected the all extensions legs and the top of buoyancymodule portion, then all extension legs are compared with the extension position that the leg set up in the current tension leg type basis at tension leg type offshore wind power generation machine basis's top, the utility model discloses an extend setting up the length that the position can make the tension muscle and can increasing of leg, the performance of the motion that helps optimizing structure.",2017,B63B  35/44
497906621,CN201721464105U,Ice resistant structure suitable for marine wind power low pile cap basis,"The utility model discloses an ice resistant structure suitable for marine wind power low pile cap basis, ice resistant structure set up in the low pile cap soleplate round platform outside, includingreinforced concrete panel, piece stone bank protection, garrulous rock block cushion layer, the hydraulic reclamation treated side and the concrete layer that binds, the reinforced concrete panel inclination on top layer is 26~45, be the outside of circularly arranged in low pile cap soleplate round platform, piece stone bank protection for filling with piece stone between reinforced concrete panel and the soleplate round platform, be equipped with garrulous rock block cushion layer between reinforced concrete panel and piece stone bank protection, piece stone bank protection is located the hydraulic reclamation treated side of handling through the hydraulic reclamation, the concrete that binds has been pour between reinforced concrete panel top and low pile cap soleplate round platform outer wall. The utility model discloses can reduce the ice loading under the different water level conditions, it is simple and convenient to adapt simultaneous surrounding environment, economical rationality, construction, but wide application in the marine wind power project of ice formation.",2017,E02D  31/00; E02D  27/42
497912893,CN201721864288U,Storage battery car based on wave energy and wind energy combination power supply,"The utility model discloses a storage battery car based on wave energy and wind energy combination power supply, including automobile body, wave energy electricity generation subassembly, wind power generation subassembly and the subassembly that charges, wave energy electricity generation subassembly includes the pendulum -type float, and the pendulum -type float passes through the commutator tobe connected with the piston device, the piston device includes the piston chamber, is equipped with the blade at the piston intracavity, blade and generator rotor linkage, generator rotor and generator stator's current output terminal and charge controllers are connected, the wind power generation subassembly includes the fan shell, installs fan blade in the fan shell, and fan blade and aerogenerator are connected, and aerogenerator's electric energy output and charge controllers are connected, the subassembly that charges includes charge controllers, and charge controllers's electric energyoutput is connected with the battery, and the battery is used for saving wave energy electricity generation subassembly and the electric energy that the wind power generation subassembly produced, holds battery output and holds to be equipped with and be connected with a plurality of charging socket through power transfer device.",2017,F03B  13/14; H02J   7/24; Y02E  10/38; F03D   9/11; Y02E  10/72; H02J   7/00; H02K   1/18
497918487,CN201721815446U,Wind and solar complementation electric ship,"The utility model discloses a wind and solar complementation electric ship, including the electric ship body, electric ship body upside is provided with the ship lid, the ship is covered the side andis provided with the support, the support upside is provided with the generator, the fan blade is installed to the generator front end, branch is installed to electric ship body upside, the branch upside is through pivot and solar cell panel swivelling joint, battery output end and motor input end electric connection, motor front end and transfer line swivelling joint, the inside cabin that is provided with of electric ship body, cabin inside is provided with a plurality of seats, the cabin front end is provided with the steering wheel, the steering wheel bottom is connected with the rudder. The utility model discloses a scene complementation can utilize wind energy and the solar energy supply battery that generates electricity, and illumination intensity tracer can respond to the illumination intensity of sunlight, and electric telescopic handle rotates, adjusts solar cell panel to reach best photoelectric conversion angle.",2017,B63B  39/12; B63H  21/17; H02S  20/32; B63B  45/00
498025220,CN201810132907,Wind power installation vessel pile leg lengthening device and method for mounting same,"The invention provides a wind power installation vessel pile leg lengthening device which comprises an original pile leg. The original pile leg is a hollow columnar body, a lower flange is fixedly connected with the upper end of the original pile leg, a middle flange with a 'T'-shaped longitudinal section is penetratingly arranged in a center hole of the lower flange, and an upper plane of a convex shoulder at the lower end of the middle flange hermetically clings to a lower plane of the lower flange; a stepped cylindrical lengthening pipe is fixedly connected to the upper end of the middle flange, center holes with the big-end-up diameters are formed in the stepped cylindrical lengthening pipe, a top base is radially fixedly connected into a center hole in the lower end of the middle flange, a bottom base is radially fixedly connected into the hollow original pile leg, and a lifting device is arranged between the top base and the bottom base. The invention further provides a method for mounting the wind power installation vessel pile leg lengthening device. The wind power installation vessel pile leg lengthening device and the method have the advantages that a pile leg can be lengthened by means of flange connection by the aid of the lifting device, the integral water tightness of the pile leg further can be guaranteed, accordingly, wind power installation vessels can adapt todeep-sea installation operation, and the wind power installation vessel pile leg lengthening device and the method are excellent in practicality.",2018,E02B  17/027; E02D2300/0029; E02D   5/52; E02D2600/20; E02B  17/02; E02B  17/0836; E02D   5/526; E02B  17/08
498039231,CN201721632066U,Offshore wind power generation machine,"The utility model discloses an offshore wind power generation machine, its structure includes rotating vane, wheel hub, drive pivot, bolted connection mouth, rotary device, generator stator, solid fixed valve piece, wind meter, organism shell, regulator cubicle, motor supporting seat, bottom plate, connecting seat, windmill tower base, rotating vane is connected with the bolted connection mouth, bolted connection mouth and as an organic wholeization of wheel hub structure, the rotating vane embedding is installed on wheel hub, the utility model relates to an offshore wind power generation machine, it is long that structural high accuracy winding has produced electric power magnetism in the rotation type, the permanent pole pair electric power magnetism of rotor by the upper end absorbs, itkeeps to keep the ware to stabilize wind -force driven electric power magnetic field through the magnetic core, thereby to power output by stable guarantee, the outdiffusion of outer rotor yoke restraint induction coil magnetic leakage, the efficiency of the response is improved, make marine aerogenerator have efficient generation performance, to sending out the output that power resources lastsnaturally.",2017,F03D  80/00; Y02E  10/725; Y02E  10/722; F03D   9/25
498062612,CN201820018618U,Integrated electricity generation power supply monitoring platform in marine multipotency source,"The utility model relates to an integrated electricity generation power supply monitoring platform in marine multipotency source, honourable complementary power generation system sets up on supportingplatform, blower rotor rotates chronozone operation and rotates, and with stator effect generate current, through the rectification of wind -powered electricity generation rectifier, the electric current that produces with solar panel collects in the complementary controller of scene together, wave energy power generation system is oscillating floater formula power generation system, and it is continuous with the piston device of top that the float passes through the transmission shaft, and the piston device links to each other with the generator of top, and the generator links to each otherwith electric energy processing system through the transmission of electricity device, the tidal power generation device sets up in the body below, the set of each item sensor that the sensor distribution system is setting up on the platform, on water lower sensor group located longitudinal arrangement's chain, the different degree of depth detachably that follow the sea water set up different sensors, in electric energy processing system locates the inside cavity of body, handle, save and export coming from the electric energy that wind energy, solar energy, wave energy and tidal energy conversion came.",2018,F03D   9/25; H02J   7/24; H02S  10/12; Y02E  10/38; F03D   9/00; Y02E  10/725; G01W   1/02; F03B  13/18; F03B  13/26; H02J   7/35; Y02E  10/766
498082666,DK20150161418T,PÂ tyngdekraften baseret fundament til et offshore-anlÊg,NULL,2015,E02D  27/42; Y02B  10/30; E02B  17/025; E02B2017/0069; E02B2017/0073; E02D  27/425; Y02E  10/727; E02B2017/0091; E02B  17/00; E02B2017/0065; F03D  13/20; E02B  17/02; E02B  17/027; F03D  13/22; F05B2240/95
498090301,US201415508760,Submarine electrical cable and submarine cable operation method,"Submarine electrical cable system (100) having a substantially circular cross-section and comprising: a first insulated core (1) and a second insulated core (2); a three-phase cable (3) comprising three stranded insulated cores (8) the three-phase cable (3) being stranded with the first core (1) and the second core (2); an armor (4) surrounding the first core (1), the second core (2) and the three-phase cable (3).",2014,H01B   7/00; H01B   7/18; H01B   9/00; H01B   9/005; H01B   9/02; H01B   7/1875; H01B   9/027; H02J   3/386; H01B   7/26; Y02E  10/763; H01B   7/0009; H01B   7/14; H02J   3/38
498096111,US201615750277,Construction device and method for offshore wind turbine foundation with piling performed later,"A construction device for an offshore wind turbine foundation with piling performed later. The construction device comprises an offshore wind turbine foundation (1), a pile casing (2) and a sleeve (3). The pile casing (2) is used for the installation of a steel pile (4) and arranged at the bottom of the offshore wind turbine foundation (1). The lower end of the sleeve (3) is detachably connected with the upper end of the pile casing (2). A construction method for an offshore wind turbine foundation with piling performed later is also provided.",2016,E02D  27/425; E21B  41/08; E02D   5/28; E02D   5/60; E02D  27/42
498211030,KR20170053752,Wing with automatically adjusted angle of attack and aircraft and ship having the same,"The present invention relates to a wing with an automatically adjusted angle of attack that is capable of being automatically adjusted in an angle of attack according to changes in the directions of fluid flows to always maintain a standard angle of attack having an optimal efficiency. According to the present invention, the wing with an automatically adjusted angle of attack includes a rotary shaft disposed on a specific location of the rear side thereof, so that when an angle of attack is different from a standard angle of attack by means of the change in the directions of a fluid flow, the wing automatically rotates around the rotary shaft and is then automatically returned to the standard angle of attack. Under the above configuration according to the present invention, the angle of attack of the wing can be kept in an optimally efficient state, thereby achieving high utilization in air force, and a lift force or thrust force can be generated by means of the wing or propeller in such a manner as to be applicable to all operating devices, thereby increasing efficiencies of the devices.",2017,F03D   7/0224; Y02E  10/723; B64C   3/38; B63H   3/00; F03D   7/04; B63H   3/008; B64C  27/59; F03D   7/02; B64C  27/57
498224508,CN201820021048U,Can monitor easy maintenance driftage becomes oar gearbox output structure,"The utility model discloses a can monitor easy maintenance driftage becomes oar gearbox output structure, include low -speed level ring gear and the lower box of being connected with this low -speed level ring gear, install the planet part in the low -speed level ring gear, low -speed level ring gear and be provided with down the transition cover between the box, should the transition cover will space in the low -speed level ring gear with the inner chamber of box is separated down, the output shaft is installed to internal the support through first bearing and second bearing of nowel, and this output shaft passes transition cover with the planet part is connected, transition cover with be provided with first sealing washer between the output shaft. The utility model discloses continuing to keep two the floating of final stage planet transmission and all carrying effectual characteristics, increasing the transition cover on the box down, the space separation internal with low -speed level ring gear and nowel opens, and design of a seal structure is equitable, changes behind the seal failure to safeguard conveniently, and the maintenance cost is low, and overall structure designs simply, and manufacturing cost is cheaper.",2018,F16H  57/029; F16H  57/021; Y02P  70/523; F16H  57/04; F03D  15/00; F16H  57/02; Y02E  10/722
498226395,CN201721725416U,Reverse hang type wave energy power generation facility,"The utility model discloses a reverse hang type wave energy power generation facility, reverse hang type install on offshore wind power generation pylon platform, adopt the cylinder float to catch thewave energy, by crank link rod and variable speed rim plate speed increase, the electricity generation of drive linear generator active cell, catch the adjustment of BOOST converter duty cycle with the help of controllable rectification of non - and wave energy, and developments regulation and control cylinder damping force that the float receives and spring force promote the wave energy and catch power, the DSP28035 main control unit is according to 16 all -round wave frequency and wave height of drawing of buoy sensor to and based on the output of a generator that voltage current sensor surveyed, regulate and control to realize the highest wave on line and can catch, the utility model discloses a reverse hang type installation and wave energy BOOST converter regulation and control method have promoted the wave energy by a wide margin and have caught power, have reduced the installation and the maintenance cost of equipment.",2017,F03D   9/25; Y02E  10/725; Y02E  10/727; Y02E  10/38; Y02E  10/763; F03B  15/00; F03B  13/18; F03D  13/25; H02J   3/38
498230608,CN201721626248U,Marine control buoy,"The utility model belongs to the technical field of marine positioning, navigation and communication, concretely relates to marine control buoy. Need power consumptively in a large number to buoy monitoring video, in case battery power exhausts, then need people's change buoy that goes to sea, the defect that wastes time and energy, the utility model provides a marine control buoy, the utility model provides a: including flotation tank and seal box, float cargo position in seal box lower part, the flotation tank bottom is provided with wave power generater, and the upper portion of seal box isprovided with aerogenerator and solar power system, is provided with the battery in the seal box, the interface connection that charges of wave power generater, aerogenerator and solar power system and battery. The upper portion of seal box still is provided with spherical camera, and the spherical camera and the power supply interface of battery are connected. The utility model discloses a be used for neritic marine positioning, navigation and communication.",2017,H02J   7/35; B63B  22/00; F03B  13/14; B63B  22/24; Y02E  10/72; F03D   9/11; F21V  33/00; Y02E  10/38
498285056,BE20180005539,Inrichting en werkwijze voor het aan een uiteinde oprichten van een buisvormig element met een lengterichting,Beschreven wordt een inrichting voor het aan een uiteinde oprichten van een buisvormig element met een lengterichting. De inrichting heeft een kruisvormige steunstructuur van onderling gekoppelde balken. De steunstructuur is scharnierbaar rond een ermee verbonden heforgaan voor verbinding met een hefmiddel zoals een kraan. Langs de balken van een vrije positie naar een klempositie verschuifbare klemorganen kunnen zorgen voor koppeling met een wanddeel van het uiteinde van het buisvormige element in de klempositie. In de klempositie strekken de balken zich in hoofdzaak dwars op de lengterichting van het buisvormige element uit. Ook wordt een werkwijze beschreven die gebruik maakt van de inrichting.,2018,F05B2230/61; B66C   1/108; B66C   1/66; B66C   1/54; B66C   1/56; B66C  13/08; B66F   9/18; E04H  12/345; F03D  13/10; F03D  13/25
498285058,BE20180005540,Koppeltuig voor verbinding met een uiteinde van een buisvormig element ter oprichting van het element,"Beschreven wordt een koppeltuig voor verbinding met een uiteinde van een buisvormig element ter oprichting van het element. Het koppeltuig heeft aangrijpmiddelen waarmee het uiteinde van het element kan worden aangegrepen, en een scharnierbaar heforgaan waarmee het koppeltuig aan een hefmiddel zoals een kraan kan worden opgehangen. Aan het koppeltuig zijn verder verende armen bevestigd die vanuit een beginpositie tot tegen een wanddeel van het uiteinde van het element kunnen worden gebracht ter uitlijning van het opgehangen koppeltuig ten opzichte van het uiteinde, en om bewegingen van het opgehangen slingertuig te dempen. Ook wordt een inrichting beschreven die het koppeltuig omvat, evenals een werkwijze die gebruik maakt van de inrichting.",2018,B66C   1/54; B66F   9/18; B66C   1/108; E04H  12/345; B66C   1/66; B66C  13/08; F05B2230/61; F03D  13/25; B66C   1/56; F03D  13/10
498330190,CN201721800781U,Marine formula wind -powered electricity generation foundation structure that floats,"The utility model relates to a marine wind power technical field especially relates to a marine formula wind -powered electricity generation foundation structure that floats, including a vertical flotation pontoon of placing, at least three and flotation pontoon parallel arrangement's stand and the truss of being connected stand and flotation pontoon, the length of stand is lighter than the lengthof flotation pontoon, and the up end of all stands lies in on the same horizontal plane just that evenly distributed all has the ballast tank in the same circumference that uses the flotation pontoonas the center, the inside of flotation pontoon and stand, and the upper end of flotation pontoon is used for installing wind turbine generator system's a tower section of thick bamboo. This marine formula wind -powered electricity generation foundation structure that floats puts at central point and sets up longer flotation pontoon to set up a plurality of short stands in the periphery of flotation pontoon, add the ballast water in the ballast tank of flotation pontoon and stand, can reduce the holistic focus of this foundation structure through the flotation pontoon, improve this foundationstructure's stability, can improve the holistic water plane area of this foundation structure, increase water plane rigidity through the stand to effectively reduce this foundation structure's surgingmotion amplitude, improve effective generating dutation.",2017,B63B  35/44
498330260,CN201721800052U,Marine wind power maintains buffering and steps on by device,"The utility model provides a marine wind power maintains buffering and steps on by device, land the ladder at the base of ship bow on -board and bottom mounting including installing on the base, landthe ladder and realize or straighten by each ladder beam of head and the tail order articulated that two ladder beam that link to each other are equipped with corresponding locking device and buckle device at the link folding, the utility model discloses what the ship bow need not to lean on last fan bottom leans on the ship stake, avoided fortune dimension ship when comparatively abominable sea situation, the ship bow leans on on because of the environmental factor collision ship stake shipbuilding ship bow impaired, it locks through complex locking device and buckle device under the user state to land the ladder, the stability of ladder is landed in the assurance, simultaneously gear on the accessible fixed baseplate and the articulated mounting on the gear, at any time, it faces the direction by the ship stake to change, the front and back position of base can also be changed through the bottom slide rail, the flexibility is good, make fortune dimension ship need not to reach the appointed direction by the ship stake that faces with the ship bow, time saving and labor saving, the ship bow only need be close the top can by the stake.",2017,B63B  27/14; B63B  27/30
498344143,CN201810186334,Offshore wind power operation and maintenance ship stabilizing device,"The invention discloses an offshore wind power operation and maintenance ship stabilizing device which comprises a plurality of stabilizers capable of being contracted and released. The stabilizers are symmetrically mounted on two sides of an offshore wind power operation and maintenance ship and comprise actuators, connecting rods, stabilizing plates and fixing mechanisms, the fixing mechanisms are used for controlling free states of the stabilizing plates, the actuators are fixedly mounted on outer boards of the offshore wind power operation and maintenance ship, one end of each connecting rod is fixedly connected with the corresponding actuator, the other end of each connecting rod is rotatably connected with the corresponding stabilizing plate, and each fixing mechanism is positioned at the other end of the corresponding connecting rod. The offshore wind power operation and maintenance ship stabilizing device has the advantages that the offshore wind power operation and maintenanceship stabilizing device is simple in structure and high in reliability, and the stability of the operation and maintenance ship can be obviously improved by the offshore wind power operation and maintenance ship stabilizing device when the operation and maintenance ship is docked close to offshore wind power generator towers.",2018,B63B  35/00; B63B  43/04; Y02E  10/727; B63B  39/00
498415879,US201715431058,Self-installing offshore platform,"A self-installing offshore platform includes a top deck that supports an offshore facility, a column having a top end and a bottom end, the top end connected to the top deck, the column that supports the top deck to maintain the top deck above water in a water body in both the deployed state and the undeployed state of the self-installing offshore platform, a skirt connected to the bottom end of the column, the skirt residing above a floor of the water body in the undeployed state of the self-installing offshore platform and residing on the floor of the water body in the deployed state of the self-installing offshore platform, and a ballastable float positioned between the top deck and the skirt, the ballastable float floating in the water when the self-installing offshore platform transitions from the undeployed state to the deployed state.",2017,E02B  17/02; E02B  17/00; E02B2017/0086; E02B2017/0069; E02B2017/0039; E02B2017/0082; E02B  17/021; Y02E  10/727; B63B  35/44
498454134,NO20170000163,Rammestruktur for en flytende installasjon,"Flytbar rammestrukturtildannet av flere sammenkjedede rammemoduler, hvor rammemodulenertildannet av fire i det vesentlige vertikalt anordnede s¯yler, fire ¯vre tverrstag og fire nedre tverrstag, og hvor nÊrliggende s¯yler er innbyrdes parvis sammenkoplet med et ¯vre og et nedre tverrstag og tildanner modulseksjoner, og forbindelsen mellom tverrstagene og s¯ylene er tildannet av dreieledd anordnet i ¯vre og nedre knutepunkt p s¯ylene, idet det til hver s¯yle er tilordnet minst ett horisontaldreieledd som i forbindelsen til et tilknyttet tverrstag, og det til hvert tverrstag er tilordnet m inst ett sfÊrisk dreieledd i forbindelsen til ei tilknyttet s¯yle, hver modulseksjon er forsynt med elastiske strekkelem enter som erfastgjort i diagonalt motstÂende ¯vre og nedre knutepunkt, knutepunkt som ligger diagonalt overfor hverandre i samme horisontalplan og i samme rammemodul, er forbundet med elastiske strekkelem enter, i det minste noen s¯yler tildanner beholdere med et neddykkbart parti m ed positiv oppdrift, og tilst¯tende rammemoduler har minsten felles s¯yle.",2017,E04B   1/1903; Y02A  40/826; B63B  35/44; Y02P  60/64; E04B   1/19; A01K  61/60; F03D  13/25; F05B2240/211; F05B2240/93
498495098,CN201820026111U,Fortune dimension service ship,"The utility model discloses a fortune dimension service ship relates to wind -powered electricity generation fortune dimension ship technical field, include the hull and be used for about the tractorthe support moving mechanism of hull, be equipped with in the hull and hold the room, support moving mechanism set up in the opening part that holds the room, support moving mechanism including set upin hold the base of room bottom and set up in panel turnover mechanism on the base, be equipped with the pivot along the horizontal direction on the base, panel turnover mechanism follows the pivot is rotated. The utility model discloses wind turbine generator system can both be normally passed in and out on the dew beach and during flood tide, work efficiency is improved.",2018,B63B  27/30
498503224,CN201810064082,Offshore wind power floating foundation capable of being floatingly transported and construction method thereof,"The invention belongs to the technical field of offshore wind power foundations and discloses an offshore wind power floating foundation capable of being floatingly transported and a construction method thereof. The offshore wind power floating foundation is composed of a floating platform and a mooring system. The floating platform comprises an upright, a floating box and oblique stay bars. The mooring system comprises oblique mooring lines, straight mooring lines and an anchoring foundation. In the construction process, the floating platform provided with an upper draught fan tower tube andthe mooring system are towed, and the anchoring foundation sinks to and is embedded in the seabed; and the upper ends of the oblique mooring lines extend into a first reserved hole way, the upper endsof the straight mooring lines penetrate through second reserved hole ways and the oblique star bars, and the oblique mooring lines and the straight mooring lines are anchored after the floating platform sinks in position. In the towing process, sufficient floating stability can be provided, and the influence of wave loads is small in the in-position state; an overwater layered tensioning system is achieved, and the underwater mooring line installation difficulty is reduced; and the anchoring foundation provides pulling resistance through ballast and friction resistance and is installed in theseabed through the heaped load and the inner and outer pressure difference, and construction is convenient.",2018,B63B  35/44; B63B2021/505; B63B2035/446; B63B  21/50; Y02E  10/727
498503434,CN201810065110,Water tensioned offshore wind power floating foundation and construction method thereof,"The invention belongs to the technical field of offshore wind power foundations and discloses a water tensioned offshore wind power floating foundation and a construction method thereof. The water tensioned offshore wind power floating foundation comprises a floating platform and a mooring system; the floating platform comprises a connecting section and a buoyancy tank; the mooring system comprises a mooring cable and an anchoring foundation; during construction, the floating platform, on which an upper fan tower tube is mounted, and the mooring system are towed separately, and the anchoring foundation sinks and is embedded into the seabed; the upper end of the mooring cable penetrates through a second reserved hole passage of the buoyancy tank and a first reserved hole passage of the connecting section in sequence; and the mooring cable is anchored to the connecting section after the floating platform sinks in place. According to the water tensioned offshore wind power floating foundation, enough air floating stability can be provided during towing so that influence from wave loads in an in-place state is small; a water tension system is realized to reduce the difficulty of mounting the mooring cable underwater; and the anchoring foundation provides pulling resistance by using ballast weight and friction resistance and penetrates into the seabed by using preloading and inner and outer pressure difference so that the construction is convenient.",2018,B63B2035/446; B63B  35/44; B63B2021/505; B63B  21/50
498516215,CN201810226224,Offshore wind turbine generator set and environment control method thereof,"The invention provides an offshore wind turbine generator set and an environment control method thereof. The offshore wind turbine generator set comprises an environment control system. The environment control system comprises a hydrogen sulfide sensor, a hydrogen sulfide removing device and a controller, wherein the hydrogen sulfide sensor is arranged in a tower tube of the offshore wind turbinegenerator set and used for detecting the content of hydrogen sulfide in air in the tower tube; the hydrogen sulfide removing device is used for reducing the content of the hydrogen sulfide in the airin the tower tube; and the controller controls starting or closing of the hydrogen sulfide removing device according to the detected content of the hydrogen sulfide. According to the environment control system, the content of the hydrogen sulfide in the tower tube can be reduced, and thus the hydrogen sulfide gas cannot influence operation and maintenance staff and electrical components in the offshore wind turbine generator set.",2018,F03D   9/25; F03D  17/00; F03D  80/60; Y02E  10/725; Y02E  10/723; Y02E  10/722; F03D   7/04; F03D  80/80
498522077,CN201810314971,Balance adjustable offshore floating wind driven generator,"The invention relates to a balance adjustable offshore floating wind driven generator and belongs to the technical field of offshore wind driven generators. The balance adjustable offshore floating wind driven generator comprises a wind driven generator set, an upper connecting plate, an inclined connecting plate, a lower connecting plate, outer floats, an inner float, a bearing body, a ballast tank, a universal pulley mechanism, a heaving frame, a mooring rope and an anchor pile. The wind driven generator set is fixed to the position above the inner float through a bolt; the inner float are welded to the four outer floats through the upper connecting plate, the inclined connecting plate and the lower connecting plate. The four floats form a square shape. The inner float is located in thecenter of the square formed by the four outer floats. The bearing body is fixed to the position below the outer floats through a bolt. The ballast tank is of a closed hollow semispherical structure. Sand or seawater is used as a ballast medium in the ballast tank. The floating gravity center and the sea level are located at the same height by controlling the weight of the ballast medium. The balance adjustable offshore floating wind driven generator has the beneficial effects that the gravity center of the wind driven generator can be automatically adjusted, and the stability of the wind driven generator is improved.",2018,Y02E  10/725; Y02E  10/727; F03D   9/25; F03D  13/25
498553974,NL20182021138,A rotor assembly and a windmill comprising the rotor assembly,"a rotor assembly comprising: - a rotor mast for rotatable attachment of said rotor assembly to a support structure for rotation of said rotor assembly relative to said support structure about a rotation axis, - a rotor having two rotor blades extending in a virtual plane in a longitudinal direction, wherein said two rotor blades are arranged to be propelled by air flow, and - a pivot arrangement defining a pivot axis, wherein said rotor is pivotably connected, by said pivot arrangement, to said rotor mast for pivoting said two rotor blades simultaneously relative to said rotor mast about said pivot axis wherein said longitudinal direction and a projection of said pivot axis in said virtual plane enclose an acute angle in said virtual plane. A windmill comprising the rotor assembly.",2018,F03D   7/0216; F03D   7/02; F03D  13/25; F05B2240/93
498553980,NL20182021201,Method for installation of an offshore structure using one or more cranes,"Method for lifting a constructional structure of an offshore platform, wherein the constructional structure has a weight of at least 100000 kg and a base having an upper side an a lower side with at least three spaced apart lower supports adapted for axially supporting the structure on one or more upper supports of another constructional structure ofthe platform, the method comprising: connecting hoisting wires to or nearthe lower supports and below the center of mass of the constructional structure, in such a manner that when an axially directed lifting force is applied on the wires this axially directed force is substantially transferred via the lower supports to the rest of the base and in such a mannerthat, while the axially directed lifting force is applied on the wires, the hoisting wires remain spaced apart from distal lower ends ofthe lower supports; and while the constructional structure is in an substantially upright orientation, lifting the constructional structure by using one or more cranes to apply an axially directed lifting force on each ofthe wires in such a mannerthat the wires extend substantially parallel to each other.",2018,B63B  35/003; E02B  17/02; E02B  17/027; E02B2017/0039; F05B2230/61; B66C  23/52; B66C   1/56; F03D  13/25; B63B  27/10; B66C   1/10; B66C   1/108; B66C   1/66; E02B  17/00; B63B  35/00; F03D  13/10
498595011,CN201721875048U,Compound floating wind turbine foundation,"The utility model discloses a compound floating wind turbine foundation contains floating plate, center pillar, steel shotcrete, three shock attenuation flotation pontoon and shock attenuation pendulum, the center pillar is located the central authorities of the triangle -shaped structure of three shock attenuation flotation pontoon constitution, and the center pillar top sets up floating plate, floating plate top installation fan, shock attenuation flotation pontoon from the top down is equipment compartment, ballast tank and heave plate in proper order, the equipment compartment is used forthe machinery of fan electricity generation to reserve the room, and the ballast tank makes the buoyant center of total be higher than the focus through the ballast, and heave plate is used for reducing hanging down of structure by a wide margin and swings the response, three shock attenuation flotation pontoon is all connected through the steel shotcrete between two liang and between every shockattenuation flotation pontoon and the center pillar, shock attenuation pendulum is connected jointly to three shock attenuation flotation pontoon lower extreme, floating wind turbine foundation connects through tensioning formula anchoring system and seabed face, and tensioning formula anchoring system is become by the anchor end of lower part and the anchoring group on upper portion. This floating wind turbine foundation can resist marine complicated circulation dynamic load, maintains upper portion tower frame of the draught fan's long -term stability.",2017,B63B  43/04; Y02E  10/727; B63B  21/50; B63B  35/44; B63B  43/14; F03D  13/25
498597062,CN201820001726U,Marine wind power combined type single pile basis,"The utility model provides a method of marine wind power combined type single pile basis belongs to the foundation structure and the construction of offshore wind power generation unit. Including basic sleeve, basic sleeve is the drum structure, and the bottom meets with the bobbin top roof, and its internal diameter is greater than the external diameter of ordinary prefabricated steel tubular pile and reserves the space of placing construction sleeve and skirt pile gripper, bobbin top top surface of the top plate outer fringe is equipped with the counterweight bin leg, be equipped with the first coming festival of heavy prefabricated steel tubular pile, it is the same with ordinary prefabricated steel tubular pile external diameter, the strip -shaped track that the prefabricated steel tubular pile inner wall that sinks the first coming festival was carved with the piston is for the vertical direction free motion of piston that sinks, it places in basic sleeve upper surface ring department to be equipped with construction muffjoint ring, it is the same with upper surface ring size, and it is used for the perforation be connected with basic sleeve bolt to connect to leave on the ring, thereby be connected with basic sleeve bolt, compare with present marine wind turbine foundation, have that the construction degree of difficulty is low, geological conditions adaptive capacity isstrong, it can the reinforce to antiseismic, the excellent characteristics of economic nature.",2018,E02D  27/42
498754122,CN201820033544U,Marine wind power tower section of thick bamboo integrated configuration,"The utility model relates to a marine wind power tower section of thick bamboo integrated configuration, including the vertical a plurality of tower section of thick bamboo sections that connect gradually, tower section of thick bamboo section is through linking firmly in the ring flange of tip and a plurality of fasteners connection of passing the ring flange separately between two liang, the lateral surface cladding of tower section of thick bamboo section has high ductility fiber reinforced cement base combined material layer, is equipped with the cladding joint strength of a plurality of combined material layers connecting piece in order to improve high ductility fiber reinforced cement base combined material layer and tower section of thick bamboo section lateral surface on the lateral surface of tower section of thick bamboo section, and combined material layer connecting piece protrusion is less than the thickness on high ductility fiber reinforced cement base combined materiallayer in the length of tower section of thick bamboo section lateral surface. The utility model discloses a wind power tower cylinder simple to operate, length short the be convenient for transportation and the manufacturing of every section tower section of thick bamboo section, the preserved handle process has been simplified to the unified anticorrosive mode that adopts lateral surface claddingECC material of tower section of thick bamboo section, uses the ECC material good as protective layer antiseptic effect, can not cause marine pollution and metal contamination.",2018,Y02P  70/523; Y02E  10/727; F03D  13/25
498809019,NL20182021043,Offshore wind turbine installation vessel and a crane for providing such a vessel and method for upending a monopile,"The invention relates to an offshore wind turbine installation vessel comprising a crane, which crane is provided with a computerized crane control system. The computerized crane control system is linked to the slew drive, the luffing drive, and the hoisting winch of the crane, and is programmed to perform a foundation pile installation routine providing a coordinated pattern of slew motion of the superstructure and of luffing motion of the boom structure, as well as operation of the hoisting winch so that the load connector of the crane moves from a foundation pile pick up position thereof, where the load connector is connected to the top end of a horizontally oriented foundation pile stored on a storage deck, to a foundation pile overboarding position thereof, wherein the foundation pile is in vertical suspended from the load connector, outside of the hull.",2018,B66C  23/52; E02B2017/0091; F05B2230/6102; B66C  23/53; E02B2017/0039; B66C  13/06; B66C  23/84; E02B  17/021; E02B2017/0065; F03D  13/10; F03D  13/40; F03D  13/25
498872106,CN201820168926U,High efficiency wind power generation set,"The utility model discloses a high efficiency wind power generation set, including rotor machine, fan blade piece, pole setting, solar panel, POWER CONTROL BOX and integrated control case, wind bladeretention is on the rotor machine, and the rotor machine passes through the locking bolt to be fixed on the pole setting top, and the pole setting bottom is fixed in the concrete knoll, and the lowerextreme in the pole setting is fixed respectively to POWER CONTROL BOX and integrated control case, is equipped with the battery in the POWER CONTROL BOX, and the integrated control incasement is equipped with the wind power generation controller, the utility model discloses the structure principle is simple, and the generating efficiency is high, and the rotor machine of adoption reduces the torque that hinders of generator effectively, makes wind wheel and generator have more good matching characteristic, unit reliability of operation simultaneously, in addition, the maximum power of adoption trails the control of intelligent wind power generation controller, effectively adjusts current -voltage, has improved the generating efficiency, furthermore, the utility model discloses be suitablefor marine department uses such as navy.",2018,F03D   9/11; F03D   7/06; F03D   3/06; Y02E  10/74; F03D   9/25; H02S  10/12
498920876,CN201721657148U,On -line measuring equipment is corroded in marine wind power single pile basis tidal range district,"The utility model relates to an on -line measuring equipment is corroded in marine wind power single pile basis tidal range district, sets up and includes from the tower section of thick bamboo basison sea floor spreading play sea in marine aerogenerator that the tower section of thick bamboo basis from bottom to up of vertical tube -shape passes oceanic sea mud district, submerged zone, tidal range district, the unrestrained district of spattering in proper order, until the big gas area of discrepancy, the check out test set includes suit in the buoy of the basic periphery of tidal range district's tower section of thick bamboo, is equipped with a plurality of water repellent's camera on the buoy, and the camera lens orientation of each camera is in the tower section of thick bamboo basis in tidal range district to it takes to carry out the image to the outer wall of submergence in the tower section of thick bamboo basis that the tidal range was distinguished. Through the aforesaid setting to make the buoy correspond lifting displacement along with sea ups and downs tide in the tidal range district, realize the buoy on the camera of establishing shoot the tower section of thick bamboo basis that the tidal range was distinguished comprehensively, and then reach the purpose that the basic corrosion detection information of a tower section of thick bamboo distinguished at the tidal range was acquireed to the accuracy. And simultaneously, the utility model discloses simple structure, the method is succinct, and the effect is showing, suitable using widely.",2017,E02D  27/42; E02D  31/06; E02D  33/00
498933081,CN201810064081,Offshore wind power floating foundation floating transportation construction method,"The invention belongs to the technical field of offshore wind power foundations, and discloses an offshore wind power floating foundation floating transportation construction method. The method comprises the steps of firstly, pre-manufacturing a floating platform and a mooring system on land, and performing temporary fixation through an inclined mooring line and a straight mooring line; then, performing floating transportation towing on the whole of mooring system-floating platform-tower tube-fan; then, applying ballast so that an anchor foundation can sink and is embedded into the seabed to be fixed; enabling the floating platform with the upper fan tower tube to sink to the design draught position, and anchoring the inclined mooring line and the linear mooring line; draining water in some compartments inside a floating box; finally, adjusting the weight center position of the offshore wind power floating foundation. During towing, enough floating stability can be provided, the influence of wave loads is small during the in-situ state, overwater layering stretching system is obtained, and the difficulty for installing the mooring lines underwater is lowered; the anchoring foundation provides anti-pulling force by means of the ballast weight and friction resistance and is injected into the sea bed through piled loads and the internal and external pressure difference, and construction is convenient.",2018,B63B2035/446; B63B   9/06; B63B  35/44; B63B  75/00; B63B2021/505; B63B  21/50
498980545,KR20170013572,DUCT TYPE UNDERWATER TURBINE DEVICE AND WIND POWER GENERATOR HAVING THE SAME,"Disclosed are a duct-type underwater turbine device and a composite wind power generator having the same which can effectively induce a flow of running water and improve power generation efficiency. According to an aspect of the present invention, the duct-type underwater turbine device comprises: a duct assembly including a duct body which has an internal flow passage and is extended in a flow direction of running water, and a first expansion unit arranged on one end of the duct body; and a rotor assembly arranged in the duct body to be rotated with respect to the duct body. The first expansion unit includes: a plurality of first auxiliary flow holes separated from each other and arranged in a circumferential direction around a rotational axis of the rotor assembly; and a first flap to open and close the first auxiliary flow holes. The first flap receives an external force in an opening direction by a flow of running water in a first direction, and receives an external force in a closing direction of a flow of running water in a second direction opposite to the first direction.",2017,F03B  13/26; F05B2220/706; Y02E  10/223; Y02E  10/28; F05B2240/12; F05B2240/221; Y02E  10/72; F03B   3/183; F03B  13/264; F03B  17/061; F05B2220/32; F03B   3/18; F03D   9/008; F03D  13/25
498981571,KR20170015559,Floating structure having upper deck,Disclosed is a floating structure having an upper deck. The floating structure having an upper deck has the upper deck spaced above a deck. The upper deck has a body in which a plurality of peripheral members are connected to each other to form an outer perimeter. A plurality of leg holes are formed in the body to allow the legs to pass therethrough in the vertical direction.,2017,B63B   3/48; B63B  35/003; F03D  13/40; Y02E  10/72; B63B  35/00; E02B  17/08; B63B  35/44; B63B  35/4413
498982512,KR20170015691,Rotating unit for wind power generation and wind power generation system having the same,"An objective of the present invention is to provide a rotational unit for wind power generation and a wind power generation system including the same, having an advantage of the rotational unit having a vertically installed driving shaft and maximizes use efficiency of wind. To this end, the rotational unit comprises: the driving shaft extended in a vertical direction; and a plurality of rotational blade units extended in a side direction with respect to the driving shaft and disposed at the same angle with respect to the driving shaft. The rotational blade unit comprises: a pair of lateral frames extended in directions crossed with respect to the driving shaft; a vane supported by a rotational shaft extended in parallel to the driving shaft between the lateral frames to be able to rotate; and a stopper to limit or allow free rotation of the vane with respect to the lateral frame.",2017,B63B2035/446; F03D   3/02; F03D   7/02; F05B2240/211; B63B  35/44; Y02E  10/721; B63B2209/20; F03D   3/00; F05B2260/97; F03D   3/005; F03D   7/0268; Y02E  10/74
498985208,KR20170041113,Apparatus for maintenance of helideck safety net,"According to the present invention, a maintenance apparatus for a helideck safety net has a fixing deck on which a helicopter takes off and lands and a safety net installed at a circumferential side of the fixing deck. The maintenance apparatus comprises: a pair of guide frames; a pair of rotating members arranged at an internal side of the guide frames; at least one drive unit rotating the rotating members; a net body of which one end is connected to the rotating members to move in a space between guide frames in accordance with rotation of the rotating members; and a net body supply roll winding a predetermined length of the net body, and rotating.",2017,B65H  26/04; B65H  20/06; E01F   3/00; B63B  35/50; B65H  23/04; B63B   9/00; Y02E  10/727
498987896,KR20170064829,FLOATING STRUCTURE,The present invention relates to a floating structure. The floating structure according to an embodiment of the present invention comprises: a main body which can be floated in water; a portside leg supporting the main body and positioned at a left side of the main body; a starboard leg supporting the main body and having a starboard of the main body; and a distance adjustment member for adjusting a distance between the portside leg and the starboard leg.,2017,F03D  13/25; Y02E  10/727; B63B  35/44; E02B  17/08
499074929,CN201820160136U,Concrete tower height of cylindrical section is empty wears muscle and crab -bolt levelling device with prestressing force,"The utility model provides a concrete tower height of cylindrical section is empty wears muscle and crab -bolt levelling device with prestressing force, includes that anchor slab, lower anchor slab, prestressing tendons wear muscle pipe, crab -bolt subassembly and levelling device, upward all is equipped with a plurality of prestressing force on anchor slab and the lower anchor slab and wears muscle hole and anchor hole, it is a hollow tube that prestressing tendons wears the muscle pipe for wear the prestress wire, prestressing tendons wears the upper end of muscle pipe and fixes on the muscle hole is worn to the prestressing force of last anchor slab, and the muscle hole is worn to the anchor slab was passed down to middle -end that prestressing tendons wore the muscle pipe prestressingforce, and prestressing tendons wears middle -end that the muscle managed and fixes under on the anchor slab, the anchor hole who goes up anchor slab and lower anchor slab is used for installing the crab -bolt subassembly, go up the anchor slab, down anchor slab, prestressing tendons wear muscle pipe and crab -bolt subassembly and form that a concrete tower height of cylindrical section is empty wears muscle and crab -bolt structure with prestressing force, the concrete tower height of cylindrical section is empty to be worn muscle and crab -bolt structure with prestressing force and passes through the levelling device and install it in concrete tower bobbin top portion to carry out the leveling to overall structure. The utility model discloses simplify construction, promotion installationeffectiveness, easy leveling.",2018,F03D  13/10; Y02E  10/72
499247669,CN201721920949U,"Utilize flotation device of solar energy, wind energy and hydroenergy electricity generation","The utility model relates to a float power generation facility, disclose and utilized solar energy, the flotation device of wind energy and hydroenergy electricity generation, it includes the kickboard, be equipped with in the kickboard and utilize the wind energy, hydroenergy and solar energy power generation's structure is generated electricity, wherein arrange rationally in the position of eachstructure, the buoyancy that can make the device is sufficient, still be equipped with the controller in addition, rechargeable battery, the signal lamp, the GPS device, survey the control that device and communication module are used for the device, the power supply, signal display, the location, survey and remote communication, the utility model discloses can utilize wind energy, solar energy and hydroenergy to generate electricity to can be with electrical energy storage to rechargeable battery, the signal lamp that the stand was equipped with can signals, surveying device on the circuit board can carry out simple surveying to the ocean, positioner can advance line location, convenient control and recovery to the device to the device.",2017,F03B  13/00; Y02E  10/725; F03D   9/11; F03D   9/25; B63B  35/44
499248394,CN201721805185U,Frock with adjustable marine wind power impeller high altitude is dismantled and is used focus,"The utility model provides a frock with adjustable marine wind power impeller high altitude is dismantled and is used focus, it includes: use the lug from left flange, truss, lug, barrel, counter weight and the impeller upset that sets gradually of turning right, the one end at the truss is installed to flange's one end, and flange's the other end passes through the bolt to be installed on fan wheel, and the other end at the truss is installed to the one end of barrel, and the lug setting is close to one of truss at the barrel and is served, and the counter weight can be followed the cover ofbarrel endwise slip and establishes on the other end of barrel, the impeller upset with the lug setting on the tip of the barrel other end. The utility model discloses can realize using two hoisting points, can realize the dismantlement of impeller and stand up, need not to join in marriage in addition the crane ship, reduce cost of maintenance.",2017,Y02E  10/722; F03D  13/10; F03D  80/50
499255259,CN201721787668U,Polar region wind power generation set with anti ice performance,"The utility model discloses a polar region wind power generation set with anti ice performance, include: wind generating set, motor pillar, bearing structure, platform structure, the positive reverseconic structure of anticollision, anchoring system and ballast system. Wind generating set fixes on the motor, and the support column symmetry acts on the pillar both sides, and the bracing acts on between the two -layer platform, and the platform is supported by five spud legs, and the spud leg is the anti -icing positive reverse conic structure who hits, and is equipped with anchoring system andballast system in the spud leg of middle part. When frozen, squeeze into fixed platform through the spud leg, when the ice thaw, through the anchor chain stabilized platform that moors. The utility model discloses a positive back taper body spud leg structure combines together with the ballast system that moors, improved the anti -icing ability of hitting of power generation facility platform, provides a flexibility, stable basis for polar region wind power generation platform.",2017,F03D  13/25; Y02E  10/725; Y02E  10/727; F03D   9/25
499261693,CN201721352292U,Offshore wind power generation unit integral erection take one's place lower part system and flexible installation system,"The utility model discloses an offshore wind power generation unit integral erection take one's place lower part system and flexible installation system on single pile basis, it includes: support piece, an annular pad, ring beam and pedestal, support piece is along single pile basis circumference setting in single pile basis side, an annular pad sets up on support piece, an annular side of stacking up is arranged in to the ring beam, the circumference setting that the ring beam is followed to the pedestal is on the ring beam, and the pedestal is connected through the pedestal landing leg between the pad with annular propping up. Take one's place system scheme and through ground -breaking support scheme, has optimized stress mode in the lower part that from this constitutes, the offshore wind power generation unit integral erection who is used for the single pile basis that can be fine.",2017,F03D  13/25; E02D  27/42; Y02E  10/727
499264817,CN201810249550,Vertical-axis offshore wind generator device,"The invention relates to a vertical-axis offshore wind generator device which comprises a wind power generation component, a hydroelectric generation component, a support frame component, a rainwatertreatment room I and a rainwater treatment room II. The hydroelectric generation component is arranged at the bottom of the offshore wind generator device, and generated energy is supplemented throughwave energy of ocean tides. As the wave energy is converted into electrical energy, the shaking damage on the offshore wind generator device of the tides is greatly relieved, and therefore the service life of the wind generator is prolonged as a whole. Due to the arrangement of the rainwater treatment rooms, rainwater on the sea is collected and treated. Therefore, the rainwater on the sea is utilized, and the overall energy utilization is greatly improved.",2018,Y02E  10/74; C02F2103/001; F03D   3/005; F03D   9/008; F03D   9/25; C02F   1/32; C02F   9/08; F03D   3/00; C02F   9/00; C02F   1/46104; C02F2301/08; C02F2303/04; F03D  13/25; Y02E  10/727; Y02A  20/108; C02F   1/001; E03B   3/02; F03B  13/12
499332983,US201815971052,Wind turbine with anchoring assembly,"This invention is a wind turbine support assembly comprising that can include an anchored buoy connected to a main anchor line; a docking line attached to the floatable support and the anchored buoy for securing the floatable support to the anchored buoy; a trolley removably and slidably attached to the main anchor line; a secondary anchor line attached to the trolley and a secondary anchor; and, a drop line removably attached to the secondary anchor configured to lower the secondary anchor in proximity to the main anchor so that the trolley, secondary anchor line, and secondary anchor is configured to provide an anchor support structure for the main anchor.",2018,B63B2035/446; F03D   9/30; B63B  21/50; F05B2220/706; F05B2240/33; F05B2240/93; B63B   1/12; B63B  35/44; F05B2240/95; Y02E  10/721; B63B   1/121; F03D  13/25; F03D   1/06; F03D   1/0625; Y02E  10/727; B63B  22/00; F03D   9/25; H02K   7/183; Y02E  10/725; F05B2220/30; F05B2240/221; H02K   7/18
499361738,AU19200018612,Feathering mechanism for paddle-type stream motors and propellers,NULL,1920,B63H   5/02; Y02E  10/74; F03D   3/06
499438521,CN201810191217,Deep sea floating type wind power platform tension monitoring and leveling device,"The invention relates to a deep sea floating type wind power platform tension monitoring and leveling device. The device comprises an ocean platform, a leveling assembly, a tension monitoring module and a data storage and control module; at least three balance legs are horizontally led out from the upper end of the ocean platform, and a tendon which is fixedly connected to the seabed is arranged at the end of each balance leg in a penetrating manner; the leveling assembly comprises the leveling units correspondingly arranged at the ends of the balance legs, the leveling units are used for clamping tendons penetrating out of the balance legs correspondingly, and the length of the tendons penetrating out of the balance legs is adjusted; and the tension monitoring module is arranged at the bottom of the leveling assembly, and is used for supporting the leveling assembly and monitoring the pressure signals applied by the leveling assembly. Compared with the prior art, the device is based on tension implementation monitoring, the health state of the platform is monitored, pre-judgment is provided for maintenance and replacement, loss is reduced, the platform can be automatically leveled, and the situation that the levelness of the platform which appears after the initial installation and the long-term service is not enough is solved.",2018,F15B  15/149; F15B  15/1423; F15B  15/20; B63B  35/44; F15B  21/02; F15B  19/00; F15B  11/22; F15B  15/14; F15B  15/2838; G01L   1/00; B63B2035/446; F15B  15/28
499454719,CN201721352293U,Be used for steady stake locating platform in marine wind power single pile basis,"The utility model discloses a be used for steady stake locating platform in marine wind power single pile basis, it includes: main platform, the stake mouth is fed in its bow setting, pile holding mechanism sets up the bow at main platform, is connected with single pile basis cooperation, four platform spud legs are equipped with the stake system that dashes on every platform spud leg, four lifting systems, every lifting system correspondence is installed in handing -over department of a platform spud leg with main platform, two rudder thick liquid systems, these two rudder thick liquid systemconfiguration are at main platform's stern portion, four sets of anchor winch, these four sets of anchor winch symmetries set up side of a ship bow / stern department about main platform. The utilitymodel provides a be used for steady stake locating platform in marine wind power single pile basis can effectively realize steady stake, locate function.",2017,E02B  17/04; E02B  17/00; E02B  17/08; E02D  27/42
499458111,CN201721624252U,Integrated form multipurpose buoy,"The utility model belongs to the technical field of marine positioning, navigation and communication, concretely relates to integrated form multipurpose buoy. To usually being provided with a plurality of buoys with a slice sea area, not only improve the cost, the defect of influence navigation in addition, the utility model provides an integrated form multipurpose buoy, the utility model providesa: including flotation tank and seal box, float cargo position in seal box lower part, the upper portion of seal box still is provided with the dwang, is provided with the wind vane on the dwang, thedwang is provided with rotating sleeve, the last guide device that is provided with of rotating sleeve outward, be provided with integrated circuit in the seal box, seal box upper portion still is provided with the antenna, and the antenna is connected with integrated circuit, the side of flotation tank still is provided with chain II, and chain II lower extreme is provided with the hydrologicaldetection device, the upper portion of seal box still is provided with spherical camera. The utility model discloses a be used for neritic marine positioning, navigation and communication.",2017,F03D   9/11; F21V  33/00; Y02E  10/38; H02J   7/35; B63B  22/00; Y02E  10/72; B63B  22/24; F03B  13/14
499464678,CN201721870769U,Wind generating set cabin cover and wind generating set,"An embodiment of the utility model provides a wind generating set cabin cover and wind generating set, wind generating set cabin cover includes: the cover body has an accommodation space, being provided with on the cover body to extend the lip that seals that forms to an accommodation space by the cover body, seals a lip and includes relative first opening, second opening and extend to the 2nd accommodation space of second open -ended by first opening, and an open position seals a lip and passes through second opening and accommodation space intercommunication on the cover body, and open sidedown slopes to first to seal lip second opening, the tuber pipe extend to be set up to an accommodation space by the 2nd accommodation space, and the tuber pipe is including pegging graft grafting portion in the 2nd accommodation space, wherein, on the extending direction who seals the lip, grafting portion overlaps and sealing connection with a lip. Wind generating set includes above -mentioned wind generating set cabin cover, the utility model discloses rainwater from a tuber pipe and a lip junction first chamber that holds of inflow can be avoided, the problem of leaking of wind generatingset cabin cover is effectively solved.",2017,F03D   9/25; Y02E  10/725; F03D  80/00; Y02E  10/722
499609670,CN201820078162U,Based on ocean energy wind power generation set,"The utility model discloses a based on ocean energy wind power generation set, including tower tube, tower tube's lower extreme surface is provided with the base, and one side surface of tower tube isprovided with electric wire netting interface and circuit break alarm appearance, the electric wire netting interface is located the below of circuit break alarm appearance, tower tube's the outer fixed surface of opposite side installs the strengthening rib, tower tube's upper end surface is provided with wind direction tracer, and a cabin is had in fixed surface installation outside wind direction tracer's the upper end, the outer fixed surface in upper end in wheel cabin installs measuring device, and one side surface of just taking turns the cabin is provided with little support, fixed surface installs the fin outside one side of little support. A based on ocean energy wind power generation set, be equipped with circuit break alarm appearance, strengthening rib and speed governing knob, can break down at the generator and send the early warning to maintainer when opening circuit, can also strengthen tower tube's intensity, but also rotational speed that can adjusting vane brings better use prospect.",2018,F03D   9/25; Y02E  10/723; F03D   1/04; F03D   7/04; F03D  13/35; Y02E  10/725; F03D  17/00; Y02E  10/722; F03D  80/80
499618854,CN201721880012U,Wind turbine blade bi -motor unipolar actuating device and wind turbine blade testing system,"The utility model relates to a wind generating set wind turbine blade structural test equipment technical field especially relates to a wind turbine blade bi -motor unipolar actuating device and windturbine blade testing system. The device's anchor clamps mechanism is used for pressing from both sides the upper and lower both sides of the blade that tightly awaits measuring, and a set of actuating mechanism is respectively installed at the both ends of driven shaft, and every actuating mechanism of group fixes respectively in anchor clamps mechanisms, and two sets of actuating mechanism are can the synchro -driven driven shaft rotatory, be connected with resonance mechanism on the driven driven shaft, resonance mechanism is used for under the rotary driving of driven shaft, drives the blade through the resonance effect does tired vibration, the utility model discloses still a wind turbine blade testing system has been provided based on the device. It is rotatory that the device and system drive the driven shaft through two sets of actuating mechanism in step to the two swing arm synchronization that utilize the bi -motor to drive resonance mechanism rotate, for the bigger excitingforce of resonance effect output, thereby solve the not enough problem of the conventional eccentric wheel motor actuating device exciting force of blade.",2017,G01M  13/00; G01M   7/02
499618932,CN201721875500U,Offshore wind farm fan auxiliary control system,"The utility model relates to an offshore wind farm fan auxiliary control system, including wind turbine foundation monitoring module, data acquisition terminal, the network switch who connects marinebooster station fan assistance accuse workstation and fan and tower tube -shape attitude monitoring module, fan and tower tube -shape attitude monitoring module, wind turbine foundation monitoring mould splits do not passes through data acquisition terminal connection network switch, the running state data that a fan and a tower section of thick bamboo were gathered to fan and tower tube -shape attitude monitoring module, the running state data that offshore wind farm platform structure was gathered to wind turbine foundation monitoring module, the data acquisition terminal is passed through network switch with the data of collecting and is transmitted for marine booster station fan assistance accuse workstation, found into a complete offshore wind farm fan auxiliary control system, carryout lasting on line the uninterruptedly control to whole offshore wind farm, the running state of abundant analysis fan group, take precautions against latent trouble effectively, in time handle the normal trouble that takes place, thereby provide good and effectual support for offshore wind farm's operation.",2017,F03D  17/00
499624237,CN201721814109U,A prestressing force expands end anchor rope wind turbine foundation for rock area,"The utility model discloses a prestressing force expands end anchor rope wind turbine foundation for rock area, including locating the concrete cap on the ground, it has the prestress wire to run through about in the concrete cap, the lower extreme anchor of prestress wire is in in the ground, the upper end of prestress wire is in through the taut after -fixing of prestressing force concrete cap is last. The utility model discloses construction convenience, cost are low, the security is high, when the prestress wire is abundant, be applicable to soft rock, weak connection, have basic conditions of ground complex foundations such as special construction, composition, state.",2017,E02D   5/74; E02D  27/42; E02D  27/14
499683114,ES20140801382T,Sistema y procedimiento para controlar plataformas de aerogeneradores marinos flotantes,"Un procedimiento para controlar una inclinaciÛn de una plataforma de aerogenerador flotante que comprende un generador, un conjunto de ·labes de turbina conectados a un eje dentro de una gÛndola de turbina, estando montada la gÛndola de turbina en una torre, y al menos tres columnas estabilizadoras en las que est· montada la torre, teniendo cada una de las al menos tres columnas estabilizadoras un volumen interno para contener el lastre, comprendiendo el procedimiento: recibir, en un procesador, datos de posiciÛn asociados con una orientaciÛn del aerogenerador flotante; determinar, en el procesador, en base a los datos de posiciÛn, un ·ngulo de escora en referencia a la plataforma del aerogenerador flotante; enviar, desde el procesador, una primera seÒal para ajustar al menos un paso de pala del conjunto de ·labes de turbina y un par de torsiÛn del generador basado en el ·ngulo de escora determinado; y enviar, desde el procesador, una segunda seÒal para distribuir el lastre entre las al menos tres columnas estabilizadoras, donde la segunda seÒal para distribuir el lastre se basa en el ·ngulo de escora determinado y la primera seÒal para ajustar al menos un paso de pala del conjunto de ·labes de turbina y el par de torsiÛn del generador.",2014,Y02E  10/723; Y02E  10/721; B63B  22/20; Y02E  10/727; B63B  43/06; B63B2035/446; B63B   1/107; F05B2240/93; B63B  13/00; B63B  39/03; F03D   7/02; F03D   7/048; F03D  13/25
499857665,CN201810350274,Energy saving and environment protecting equipment,"The invention relates to the field of new energy, and in particular to energy saving and environment protecting equipment. The equipment comprises an equipment frame body, a driving assembly, a lifting power generation assembly, a left-right connecting piece and a belt; and the equipment frame body comprises a table plate, a square column groove, a long bearing, a vertical slide rail rod, a cylinder, rotating wheel matching plates, an L-shaped plate, a pawl frame rod and a pawl, wherein the square column groove is formed in the right end of the table plate, the middle end of the table plate isfixedly connected with the long bearing, the long bearing penetrates through the table plate, the left end of the table plate is fixedly connected with the vertical slide rail rod, the left end of the table plate is fixedly connected with the cylinder, the cylinder penetrates through the table plate, the four corners of the lower end of the table plate are fixedly connected with the rotating wheel matching plates correspondingly, the left end of the table plate is fixedly connected with the pawl frame rod, the pawl is hinged to the lower end of the pawl frame rod, the front end of the lower end of the pawl frame rod is fixedly connected with the L-shaped plate, one end of a spring abuts against the front end of the pawl, and the other end of the spring is fixedly connected on the L-shapedplate.",2018,F03D   9/11; Y02E  10/722; F03D  13/25; F03D  15/00; F03D  80/00; Y02E  10/727
499887667,CN201711440183,Floating body type offshore wind power generation equipment,"The invention discloses floating body type offshore wind power generation equipment. The floating body type offshore wind power generation equipment structurally comprises a generator, a connecting bearing, a fan blade rotating wheel, a supporting rod, a fixing base, a fluid balancing mechanism and an examination window; the supporting rod is inlaid in the center of the fixing base; the floating body type offshore wind power generation equipment is provided with an elastic push-and-pull device, an anti-oscillation device and a pendulum bob braking structure, before sea waves come, balancing preparation is made according to the flowing speed of water flow, the pendulum bob braking structure changes impact force in an optional direction into braking force of the fluid balancing mechanism, bytransmitting via a power transmitting structure and a transmission structure mechanism, mechanical energy is converted into a power source of the elastic push-and-pull device in a centralized manner,the power source drives a fluid accommodating box, the magnitude of the overall gravity of the fluid accommodating box is equal to that of the impacting force of the sea waves, but the direction of the overall gravity of the fluid accommodating box is opposite to that of the impacting force of the sea waves, it can be ensured that the fixing base is not affected by the sea waves, steadiness is kept, and test on wind power directions is not affected.",2017,F03D  13/25; F03D  80/00; Y02E  10/722; Y02E  10/727
499971053,NL20182020968,ASSEMBLY COMPRISING A FIRST AND A SECOND SECTION AND A FIXATION,"The present invention relates to an assembly, comprising a first and a second section, each section comprising a longitudinal axis, and a fixation configured to fix the first and the second section, wherein at least one of the first and the second section comprises a body that is configured to be engaged by the fixation, and wherein the fixation comprises an abutment and a displaceable actuator, wherein the actuator is radially displaceable relative to the longitudinal axis of the section that comprises the actuator, and further comprising an insert that is arranged between the abutment and the displaceable actuator.",2018,F16L  25/065; F16L  25/06; F03D  13/25
499987467,CN201820385384U,New forms of energy are heat -proof device for power supply unit,"The utility model discloses a new forms of energy are heat -proof device for power supply unit, the power distribution box comprises a box body, top cap and power supply unit, the rear end of the tophinged joint top cap of box, a bottom fixed connection vacuum insulation panel of box, the inside of box is equipped with the power supply unit, the bottom lateral wall that reaches all around of power supply unit is equipped with a plurality of groups recess, the first thermal -insulated sleeve of fixed connection in the recess, equal attached the 2nd vacuum insulation panel that has of inner wall of box, the 2nd a vacuum insulation panel fixed connection second septum hot jacket section of thick bamboo, second septum hot jacket section of thick bamboo fixed connection damping spring's one end, damping spring's the first thermal -insulated sleeve of other end fixed connection, the utility model discloses the structure is simple and clear, and is practical convenient, laminates each otherthrough first in box and top cap, the 2nd vacuum insulation panel, forms airtight structure, and effectively the stagnant thermal current of grounding resistance transmits, applicable in various solarenergy, geothermal energy, wind energy, ocean energy, biomass energy's power supply unit.",2018,H02J   3/00; H05K   5/03; H05K   7/20
499990876,CN201820270290U,Deep sea SPAR floating fan dynamic response analysis is alarm device in advance,"The utility model discloses a deep sea SPAR floating fan dynamic response analysis is alarm device in advance, including platform, fan and control box, the warning light is installed in the upper endoutside of platform, the upper surface center department of platform installs the support column, the transformer is installed in one side of support column to the upper surface of platform, the uppersurface of platform is provided with the mount in the outside of transformer, wind speed measuring instrument is installed through the pivot in the upper end of mount, the upper end at the support column is installed to the fan, the pivot end department of fan installs the impeller, the power output end of fan is through the input electric connection of wire with the transformer, the upper surface at the platform is installed to the control box, the internally mounted of control box has early warning system, early warning system includes controller, data acquisition module, data analysis module. The utility model discloses can carry out analysis forecast police by effectual dynamic response to the fan.",2018,Y02E  10/723; F03D   7/02; F03D  13/25; Y02E  10/727; F03D  17/00
500031644,CN201810286660,Series type marine lifting compensation device,"The invention belongs to the field of marine deck machine related equipment and discloses a series type marine lifting compensation device. The device comprises a main base, a movable gallery ladder,an intermediate gallery ladder and a connecting gallery ladder. Meanwhile, the movable gallery ladder is provided with a translational motion joint module. Each of the intermediate gallery ladder andthe connecting gallery ladder is provided with a rotating joint module. When a ship fluctuates due to waves and longitudinally inclines, under the horizontal movement effect of the movable gallery ladder and the circular rotation effect of the intermediate gallery ladder, the connecting gallery ladder can be kept horizontally, and meanwhile, the absolute height and the horizontal position of the connecting gallery ladder are not changed. By the adoption of the device, a multi-joint structure series robot mode can be fully used for counteracting and eliminating various swing and oscillation motions, compared with existing equipment, the device better guarantees high-accuracy lifting compensation of a wind power maintenance ship and other marine operation ships, and meanwhile the device hasthe beneficial effects of being high in compensation rate, adaptability, stability and the like.",2018,B63B  27/14
500057934,SE20170051054,Method of oxygenating water,"The present disclosure relates to a method of oxygenating water and producing hydrogen performed by a system (4) floating on a body of water (100) and comprising a horizontal axis wind turbine (3), a propeller (105) and a compressor (1). The method comprises obtaining input regarding environmental conditions of the body of water for determining a direction in which the floating system (4) should be moved. The method also comprises pointing the rotor (102) of the wind turbine such that the floating system is moved in accordance with the determined direction while obtaining electricity from the rotation of the rotor. The method also comprises controlling the speed with which the floating system is moved by means of the propeller submerged in the body of water, by rotating the propeller to increase the speed when increased speed is desired, and by allowing the propeller to function as a turbine to generate electricity and reduce the speed when reduced speed is desired. The method also comprises powering the compressor with the obtained electricity transport oxygen-containing gas, e.g. ambient air or essentially pure oxygen, into the body of water via a gas tube (2), thereby oxygenating the body of water.",2017,B60L2200/32; F05B2240/93; Y02W  10/15; C02F   7/00; C02F2201/009; C02F   1/461; C25B   1/04; Y02E  60/366; Y02E  10/72; B60L   7/10; F03D   9/19; F05B2240/95; Y02A  20/212
500060123,AU20170220769,Flywheel energy storage device and method of its use,"A flywheel energy storage device containing at least one rotary element (1) which is capable of floating and rotating on liquid and/or in liquid, at least one element which is capable of transferring energy onto the rotary element (1) and at least one generator (3) which is capable of transferring the energy from the rotary element (1) wherein the rotary element (1) is axleless. A method of use of the flywheel energy storage device in such manner that the energy is accumulated as kinetic energy of at least one rotary element (1) that floats and rotates on liquid or in liquid.",2017,F03B  13/14; F16F  15/31; F03D   3/005; F03D   9/25; H02K   7/02; H02K   7/025; F03B  17/062; H02K   7/1823; H02K   7/183; H02S  10/10; Y02E  70/30; F03D   9/11; F03D   9/12; Y02E  60/16; F03G   3/08
500310986,CN201820224683U,Buoy fan support assembly,"The utility model provides a buoy fan support assembly, includes the buoy, establish at the weight at buoy top center, fix the solid fixed ring the fan pole outside of fan pole, cover that is used forsupporting the fan at the weight top, four is circumference evenly distributed at the vaulting pole around the fan pole with establish and be used for adjusting the aligning mechanism that fan pole central point put on consolidating fixed ring, gu fixed ring establishes in the top of weight, the upper end of vaulting pole is articulated with solid fixed ring, and the lower extreme of vaulting pole is articulated with the supporting seat, the supporting seat is fixed on the buoy, be equipped with wire rope between weight and the vaulting pole, wire rope's one end and weight are connected, theother end and support connection. The utility model discloses the principle: support assembly both can fix the fan on the buoy, can adjust the fan pole that supports the fan moreover and make its central point who is in the buoy put, ensured that the buoy can not the turnover because of the diseqilibrium.",2018,B63B  35/44; F03D  80/00; Y02E  10/722
500316513,CN201820163596U,Cage -culture device,"The utility model provides a cage -culture device, including square box with a net, dwang, the clean mechanism of etting, automatic feed mechanism, solar panel and battery, the clean mechanism of etting includes rotational rail and scrubs the mechanism, rotational rail is annular track, washhing the mechanism and including spacing frame, sliding shaft, brush, folding blade, spacing frame is connected with the dwang, and spacing frame has limit chute, and sliding shaft one end is located limit chute, and the other end is located rotational rail, and the brush is connected with the side of sliding shaft, the brush hair portion of brush and the contact of the etting of square box with a net, and one side of folding blade is articulated with the dwang, and the opposite side is connected with the sliding shaft. The utility model discloses cage -culture device can utilize energy by ocean current or wind energy to drive and scrub mechanism's drive brush and clean the etting of square box witha net to the square box with a net of the clean mechanism of etting in order to be applicable to any length -width ratio example, clean efficient, effectual, use cost is low.",2018,Y02A  40/826; A01K  61/60; H02J   7/35; Y02P  60/64; A01K  61/80; Y02A  40/845; B08B   1/04
500324455,CN201820001780U,Spiral aquaculture net case based on composite cylinder type basis,"The utility model provides a spiral aquaculture net case based on composite cylinder type basis, belongs to offshore wind power generation and offshore culturing's technical field. Be equipped with box with a net spiral skeleton on composite cylinder type basis, box with a net spiral skeleton inboard is equipped with the etting, the blotter is established in the box with a net spiral skeleton outside, the last surface mounting annular step of box with a net spiral skeleton, be equipped with a tower section of thick bamboo and connect the ladder, connect an annular step and a fan tower sectionof thick bamboo on the box with a net spiral skeleton through two platforms and an inclined ladder. The beneficial effects are that: the box with a net belongs to flexible construction on the horizontal direction, reduce stormy waves load or boats and ships and berth and the effort of production, is favorable to the safe operation of fan. Through the wave absorption ability of box with a net etting, and net cage structure has disturbed rivers to stream the phenomenon to the cylinder of a changeover portion and a tower section of thick bamboo, has alleviateed bucket foundation's the problem oferodeing. Above annular step tacked under box with a net spiral skeleton, the mode of upper and lower fan changed away the ladder into by the cat ladder, has improved the factor of safety of upper andlower fan greatly.",2018,F03D   9/25; Y02A  40/828; Y02E  10/727; Y02E  10/725; A01K  61/65; Y02P  60/64; A01K  61/60; F03D  13/25; Y02A  40/826
500393964,LT15161418T,GRAVITY BASED FOUNDATION FOR AN OFFSHORE INSTALLATION,NULL,2015,E02B  17/02; E02B  17/025; E02B2017/0091; E02D  27/425; E02D  27/42; F03D  13/22; Y02E  10/727; E02B  17/00; E02B2017/0065; E02B2017/0073; F03D  13/20; E02B  17/027; E02B2017/0069; Y02B  10/30; F05B2240/95
500512744,CN201820141741U,"Wind, light, complementary independent power generation facility of oil well potential energy","The utility model discloses a wind, light, complementary independent power generation facility of oil well potential energy, including wind power generation set, solar power system and oil well potential energy power generation facility, wind power generation set includes fan blade piece, permanent magnet synchronous generator, electronic load controller and small -size wind energy grid -connectedinverter, wind power generation set is the cylinder wind energy conversion system. Does solar power system include solar cell panel, solar charge controller, DC DC converter, storage battery, load and DC the AC dc -to -ac converter, oil well potential energy power generation facility includes former oil flow control system, oil well pipe anti -return ware, the hydraulic turbine and super high -voltage generator. Adopt the mode of the complementary electricity generation of three kinds of modes to carry out independent electricity generation on the oil production platform of ocean, remedied respective weakness, solved present marine oil production platform power consumption problem, promote marine oil production platform's power efficiency greatly and reduce energy loss.",2018,H02J   3/38; F03D   9/25; Y02E  10/725; H02S  10/12; Y02E  10/763; F03B  13/00
500538707,CN201721878373U,Machine head positioning device of wind driven generator,"The utility model belongs to the technical field of the wind power generation technique and specifically relates to a machine head positioning device of wind driven generator, including king -post andaircraft nose, the aircraft nose is in the king -post top, king -post top vertical fixation is equipped with the drum, the drum is kept away from and is equipped with round ring rail on the side of king -post, be equipped with the connecting rod in the drum, the connecting rod vertical fixation is on the king -post, the top cover that the king -post was kept away from to the connecting rod is equipped with the floating bearing, the aircraft nose is fluted near seting up on the side of king -post, the floating bearing is fixed to be set up in the recess, it is equipped with the fixing base allto fix on the aircraft nose of floating bearing both sides, be connected with the pulley through the pivot on the fixing base. The utility model discloses simple structure, convenient operation whennot needing the aircraft nose to rotate, can carry on spacingly to the aircraft nose, can not make the skew required wind direction of motor head under the action of the wind.",2017,F03D  13/10; Y02E  10/72
500572581,CN201810466032,Boarding and berthing auxiliary device of wind power operation and maintenance ship and boarding and berthing method of wind power operation and maintenance ship,"The invention provides a boarding and berthing auxiliary device of a wind power operation and maintenance ship and a boarding and berthing method of the wind power operation and maintenance ship. Theboarding and berthing auxiliary device comprises a stem protection board, a marine eye plate embedded in a deck of the wind power operation and maintenance ship, at least one pair of traction mechanisms arranged on a left ship rail and a right ship rail of a stem of the wind power operation and maintenance ship, ropes capable of extending out from each traction mechanism or retracting back to eachtraction mechanism and being wound round mooring bollards of a berthing point to be tied to the marine eye plate, and a servo control module integrated on a marine host control module of the wind power operation and maintenance ship, wherein the marine host control module controls a marine host and the at least one pair of traction mechanisms according to different gears. The boarding and berthing auxiliary device of the wind power operation and maintenance ship can effectively improve the boarding and berthing capacity of the wind power operation and maintenance ship.",2018,F15B  11/08; B63B  21/00; F15B  13/04; B63B  21/56; F15B   1/02
500594857,NL20182021129,PROCESS TO PLACE A WIND TURBINE,The invention is directed to a process to place a wind turbine in a vertical position on the sea bed comprising the following steps; (a) providing a floating delivery vessel with the wind turbine positioned in a substantially horizontal position on the delivery vessel at sea level; (b) submerging at least the lower end of the delivery vessel to such a position that the upper end of the wind turbine is above the sea level and the lower end of the wind turbine points towards the sea bed; (c) providing a moveable support connected to the wind turbine; (d) erecting the combined moveable support and wind turbine to a substantially vertical position and (e) fixing the wind turbine to the sea bed.,2018,E02B  17/00; F03D  13/20; B63B  35/00; F03D  13/10; F03D  13/40
500594858,NL20182021166,Method And Vessel For Deploying Heavy Objects,"Method for deploying an object, such as an off-shore wind turbine foundation or subsea installation, from a vessel, the method comprising: providing a vessel comprising a submersible cargo deck and a heavy lift crane, wherein the object is present on the cargo deck; submerging the cargo deck to a position below a level of the water; lifting the object from the submerged cargo deck using the heavy lift crane to a desired position overboard, at least partially below the level of the water; and releasing the object at the desired position.",2018,B63B  25/28; B63B  27/10; B63B  35/003; B63B  35/00
500661167,TW20165142978,Offshore wind farm management system and method thereof,"The present invention provides an offshore wind farm management system and method thereof. The system comprises: a main box which has a storage device, a processor, and a data acquisition device; an embedded box which has a real time storage device and a data transmission device; and at least one sensor. The method comprises the following steps. The step (A) the processor produces a first failure mode according to a first data. The step (B) the data acquisition device obtains a second data from the embedded system. The step (C) the data acquisition device obtains a third data from the at least one sensor. The step (D) the processor produces a second failure mode according to the second data. The step (E) the processor produces a third failure mode according to the third data. The step (F) the processor produces a first risk index according to the first failure mode and the second failure mode. The step (G) the processor produces a second risk index according to the second failure mode and the third failure mode.",2016,F03D   7/048; Y02E  10/723; F03D  17/00; G05B  23/0243; F03D  80/50; F05B2240/95; G06Q  50/06; F03D  80/00; F03D   9/30; F03D   7/047
500707159,CN201820107179U,A antiwind power cord for connecting cleaning machines people under swimming pool water,"The utility model discloses an antiwind power cord for connecting cleaning machines people under swimming pool water, the power supply wire who belongs to cleaning machines people under the swimming pool water, its structure includes power cord and floater etc, establish the power cord that passes in the floater into fixed power line and activity power cord, and make fixed seal between rather thanthe port that passes the floater with the fixed power line, the rotary seal is done between rather than the port that passes the floater to the activity power cord, make again and do the electricallyconductive of rotation and be connected between the adjacent end portion of fixed power line and activity power cord, consequently, through above -mentioned structural design, both makeed the floaterstill possess the function of suspension power cord, make again under the swimming pool water cleaning machines people in the bottom of the pool walking, turn and when carrying out cleaning work, canrelease through rotation in the floater and electrically conductive fixed power line the rotation action that drives the power cord with the activity power cord to prevent effectively that power cordwinding from knoing together, bring conveniently and safety for the use.",2018,H01R  31/06; E04H   4/16; H01R  35/00; H01R  13/523
500719413,CN201820405963U,High -effect wind -solar complementary power supply system,"The utility model discloses a high -effect wind -solar complementary power supply system, including automatic voltage reducing module, the solar energy ideal diode module of rising of solar PV modules, the solar energy of electricity connection in proper order, with automatic voltage reducing module, the wind energy ideal diode module of rising of wind power generation unit, the wind energy of electricity connection in proper order, it still switches over the module, uses the electric loading with storage battery, reserve storage battery, dual supply intelligence including main, the utility model discloses can utilize the floating charge of abandoning as far as possible, frequently fill electric discharge phenomena to the battery in the certain degree has reduced traditional wind -solar complementary power supply system, make the utilization ratio of the complementary electricity generation subassembly generated output of scene improve. And the adoption owner uses, the work of reservestorage battery alternating mode, has priority when using and carries out charge -discharge cycle to the owner with the battery to the number of times is used to the reserve storage battery's of costheight and large capacity charge -discharge cycle to the reduction, prolongs its life, and then reduces the storage battery later stage by a wide margin and transport peacekeeping use cost.",2018,H02J   7/16; H02J   7/35
500748909,PL20130156541T,Method for testing the structural condition of wind power plants,NULL,2013,F03D  80/00; F05B2260/821; F05B2270/303; F03D  17/00; F05B2240/95; F05B2270/8041
500751728,DK20100158186T,"INDRETNING OG FREMGANGSM≈DE TIL OPREJSNING AF ET STORT SLANKT LEGEME P≈ HAVET, S≈SOM EN MONOP∆L TIL EN VINDTURBINE",NULL,2010,F05B2230/60; Y02E  10/727; E02B  17/027; E02B2017/0039; E02B2017/0091; F05B2240/95; Y10T  29/49826; Y02P  70/523; E02B  17/00; F03D  13/22; E02B  17/02; E02B2017/0056; E02D  27/42; F03D  13/10; E02B2017/0065; F03D  13/20; Y10T  29/53
501110383,CN201810441892,"Novel wind, wave and water flow power generation system","The invention discloses a novel wind, wave and water flow power generation system. A floating barrel and a vertical water turbine are of hollow structures, and a wind turbine is connected with a rotary shaft through a worm gear case. The rotary shaft penetrates the floating barrel and the water turbine to be connected with an inner end opening of a double-end opening linear rotating two-freedom degree motor. The floating barrel and the water turbine are sequentially and coaxially connected, and are connected with an outer end opening of the double-end opening linear rotating two-freedom degreemotor. Under the action of wind power, a fan drives the inner end opening to do rotating motion. Under wave driving, the floating barrel and a rotor reciprocate. Under the action of water flow, the vertical water turbine drives the outer end opening to do rotating motion. According to the novel wind, wave and water flow integrated power generation system, integrated collection and conversion of ocean wind energy, wave energy and water flow energy are achieved, the power generation system is high in power density, high in integrity and high in efficiency, conversion of multiple kinds of energycan be achieved to the maximum extent, and a new solution is provided for islet and offshore power generation.",2018,F03B  13/16; Y02E  10/72; F03D   9/008; F03D   9/25; F03B  13/00; F05B2220/706; Y02E  10/38
501119932,CN201820327510U,Levelling device on single pile basis in marine wind power equipment,"Levelling device on single pile basis in marine wind power equipment. An improve that marine wind power equipment field especially relates to the wherein levelling device on single pile basis is related to. The utility model provides a structure is exquisite, stability is good, easy operation, long service life, excellent in use effect and repeatedly usable's levelling device on single pile basisin marine wind power equipment. Annular storage tank has been seted up in the fixing base no. 2, the carousel of fixedly connected with and annular storage tank adaptation on the outer wall of push rod no. 2. Synchronous revolution mechanic does: the slot has been seted up dorsad on the terminal surface of leveling piece to push rod no. 1, the cross -section of slot is the polygon, the one end ofpush rod no. 2 stretches into in the slot and this end is the polygon prism form with the slot adaptation. The utility model discloses the advantage that has good, the easy operation of stability, long service life, excellent in use effect and repeatedly usable on the whole.",2018,E02D  27/42; E02D  35/00
501119946,CN201820328909U,Integrated power generation system of wind energy - wave energy based on single pile formula,"The utility model belongs to the technical field of ocean renewable energy utilization, wind energy based on the single pile formula the integrated power generation system of wave energy, including wind generator system and wave energy power generation facility, wave energy power generation facility is canard wave energy conversion equipment, and it is established on the sleeve. Canard wave energyconversion equipment includes that the canard is caught can the system and hydraulic means, and the canard is caught and system's symmetry to be set up in single pile basis both sides, and it can rotate around the back shaft be connected to fastener through the back shaft on, hydraulic means is located the canard and catches between ability system and the back shaft, and the symmetry sets up in the basic both sides of single pile, and the canard is caught and the system to be passed through the cam the hinge mechanism that the swing drove inside, changes working liquid's pressure, and the work of drive hydraulic means promotes the generator and generates electricity. This system has improved the availability in sea area, has reduced construction cost and maintenance cost, and the presentripe fan technique of make full use of has promoted the business -like application of wave energy device, is a reliable marine renewable energy power generation platforms.",2018,Y02E  10/727; F03B  13/18; Y02E  10/38; F03D  13/25; E02D  27/12; Y02E  10/725; F03D   9/25
501260481,DK20130152254T,Vindm¯llegenerator og fremgangsmÂde til drift af denne,NULL,2013,F03D   7/04; Y02E  10/723; F03D  17/00; F03D   7/042; F05B2240/95; F05B2270/32; Y02E  10/721; F05B2240/93; F03D  13/25; F05B2270/8042
501315589,US201715482766,Systems and methods for yaw control of offshore platform,"The present disclosure relates to systems and methods for rotating a floating platform. An example method includes determining a desired position of a floating platform in a yaw axis. The floating platform is fixed by an anchor leg to an underwater attachment point. The method includes receiving, from a position sensor, information indicative of an actual position of the floating platform in the yaw axis. The method also includes rotating the floating platform in a desired direction about the yaw axis based on the desired position and the actual position. Optionally, the floating platform may include a yaw member and an environmental sensor. In such scenarios, the method may include receiving information about a prevailing wind direction or water current direction. The method may include causing the actuator to adjust the yaw member based on at least one of: the prevailing wind condition or the prevailing water current direction.",2017,B63B   1/32; Y02T  70/12; G05D   1/0875; Y02E  10/70; Y02E  10/723; B63B2001/044; B63B2035/446; B64C  39/024; G05D   1/08; B63B  35/44; B63J  99/00; B64C2201/021; B63B   1/04; B63H   9/06; B64C  39/022; B63H   9/072; B64C  39/02; B64C2201/148; Y02E  10/727; B63B   1/048; B63B   1/24; B63B  21/50
501318078,US201615578006,Method of erecting a tethered wind turbine tower,"The invention relates to a method of erecting a tower such as a wind turbine tower tethered by a number of cables where each of the cables extend between the tower and an anchoring element on an anchor block. The method comprises attaching at least some of the tethering cables to the tower, detachably fastening a motorized winch on an anchor block and connecting the wire of the winch to the end of a tethering cable. The winch is then operated to wind up the wire of the winch pulling the cable end towards the anchor block and into position for fastening the cable end to the anchoring element, where the cable end is then fastened to the anchoring element while held in position by the winch. The invention further relates to the use of a motorized winch to connect a cable to an anchor block when erecting a tower tethered by a number of cables as mentioned above.",2016,F03D  13/20; F05B2230/60; E04H  12/20; Y02P  70/523; E04H  12/34; F03D  13/10; F05B2230/61; Y02E  10/72
501319104,US201816008081,"Method and device for controlling floating body wind turbine power generating apparatus, and floating body wind turbine power generating apparatus","A method of controlling a floating-body wind turbine power generating apparatus including a wind turbine generator disposed on a floating body includes a pitch-angle increasing step of increasing a pitch angle of a blade of the wind turbine generator when the wind turbine generator is stopped, so that an aerodynamic braking force is applied to a rotor of the wind turbine generator. In the pitch-angle increasing step, a first change rate of the pitch angle of the blade in a first period during which the wind turbine generator is in an inclining motion toward an upwind side from a vertical direction due to sway of the floating body, is smaller than a second change rate of the pitch angle of the blade in a second period during which the wind turbine generator is in an inclining motion toward a downwind side from the vertical direction due to the sway of the floating body.",2018,F03D   7/0244; F03D   7/0224; F05B2260/901; B63B2035/446; F05B2270/309; F03D   7/026; F03D   7/04; B63B  35/44; F05B2240/93; Y02E  10/721; Y02E  10/723; F03D   7/02; F03D   7/0252
501436072,KR20180058040,PCPrecast Way of installing Precast structure of foundation under water,"Disclosed is a method for carrying a pile foundation (20) used as the foundation of a bridge and wind power and a PC structure (10) for connecting the pile foundation (20) to an operating vessel (80) to enable the pile foundation to be coupled to the PC structure underwater. More specifically, the present invention relates to a method for carrying the PC structure (10) to the operating vessel (80), performing pile driving with respect to a steel pipe (21) through a through-hole (11) of the PC structure (10), installing the PC structure (10) on the bottom of the water by using a fixing means (30), and coupling the PC structure (10) to the pile foundation (20). Accordingly, a period of construction can be shortened, and construction costs can be reduced.",2018,E02D  25/00; E02D  27/425; E02D  27/42; E02D2250/0061; E02D  15/02; E02D  27/52
501463849,BE20180005629,Hulpinrichting en werkwijze voor het tot stand brengen van een boutverbinding tussen aansluitflenzen van een eerste en een tweede constructie,Beschreven wordt een hulpinrichting voor het tot stand brengen van een boutverbinding tussen tegen elkaar gebrachte aansluitflenzen van een eerste en een tweede constructie. De hulpinrichting omvat een steunlichaam dat is voorzien van een aantal opneemposities voor een bout. De opneemposities zijn uitgelijnd met overeenkomstige boutgaten in de tegen elkaar te brengen aansluitflenzen. Verder heeft de hulpinrichting bewegingsmiddelen waarmee steunlichaam naar de tegen elkaar aangebrachte aansluitflenzen kan worden bewogen zodat een aantal in de opneemposities aangebrachte bouten in hoofdzaak tegelijkertijd door de boutgaten wordt aangebracht. Tevens wordt een overeenkomstige werkwijze beschreven.,2018,F03D  13/25; F16B   5/02; B63B2035/446; F16B2001/0092; E04H  12/085; F03D  13/10
501482056,CN201721657146U,On -line measuring equipment is corroded in unrestrained district of spattering in marine wind power single pile basis,"The utility model provides an on -line measuring equipment is corroded in unrestrained district of spattering in marine wind power single pile basis, sets up and includes from the tower section of thick bamboo basis on sea floor spreading play sea in marine aerogenerator that the tower section of thick bamboo basis from bottom to up of vertical tube -shape passes oceanic sea mud district, submerged zone, tidal range district, the unrestrained district of spattering in proper order, until the big gas area of discrepancy, the check out test set includes suit in the unrestrained annular platformwho spatters district tower section of thick bamboo basis periphery, and annular platform installs on tower section of thick bamboo basis through elevating gear, the last camera that is equipped witha plurality of water repellent of annular platform, the camera lens orientation of each camera is in the unrestrained tower section of thick bamboo basis of spattering the district to it carries out the image shooting to being in the unrestrained outer wall that spatters the tower section of thick bamboo basis in district to reciprocate the in -process at elevating gear drive annular platform. Through the aforesaid setting to make annular platform driven by elevating gear and distinguish at the tide and carry out corresponding lifting displacement, the camera of establishing is shot the towersection of thick bamboo basis that the tide was distinguished comprehensively on the realization annular platform, and the purpose of tide district tower section of thick bamboo basis corrosion detection information is acquireed to the accuracy.",2017,E02D  27/42; E02D  31/06; E02D  33/00
501506627,CN201820269379U,Marine chinampa modularization power supply,"Marine chinampa modularization power supply belongs to wind energy and solar energy combination electricity generation technical field. The solid fixed ring in limit case module district is around theoutside in main power module district, divide water and limit case module district fixed connection, before in the case module district of limit, the rear end is equipped with a plurality of access paths respectively, nowel phantom piece district sets up under main power module district, the solid fixed ring of anchor case channel region is around the outside in nowel phantom piece district, be fixed with steel structure truss between main power module district and the nowel phantom piece district and between limit case module district and the anchor case channel region, all be provided witha plurality of buoyancy tank under nowel phantom piece district and the anchor case channel region, nowel phantom piece district and anchor case channel region are respectively through metal truss andthe buoyancy tank fixed connection that corresponds, install solar power system and wind power generation set in the main power module district. The utility model is used for provide power supply formarine chinampa.",2018,B63B  35/73; F03D   9/11; H02S  10/12; Y02E  10/72; H02S  10/20
501509884,CN201820305171U,Deep sea energy integrated system based on floating fan and trend can devices,"The utility model belongs to the technical field of ocean renewable energy uses, especially, relate to a deep sea energy integrated system based on floating fan and trend can devices to fan, verticalaxis trend based on the spar platform can integrated electricity generation structures, can power generation system including spar floating wind generator system and trend. The utility model disclosesa spar floating wind generator system simple structure, stability be high, be applicable to in off -lying sea region, simple installation, be suitable for the depth of water extensively. Can power generation facility combine together marine wind power with the trend, equipment such as sharing spar platform, anchoring line, vary voltage, transmission of electricity have improved the generation performance of system, have increased the electricity generation total amount, have effectively utilized ocean renewable energy, have reduced investment cost for business -like application. The utility model discloses a trend can power generation system outside the support adopt the cylinder appearance, reduced wave load, furthest's utilization the trend can, also guaranteed the stability of structure simultaneously.",2018,F03B  13/26; F03D   9/25; F03D   1/02; Y02E  10/725; Y02E  10/38; Y02E  10/727; F03D  13/25
501539784,CN201810665417,Arm frame type trawler,"The invention provides an arm frame type trawler and belongs to the technical field of ships. The arm frame type trawler comprises a hull structure and two trawling arm frames. The lower ends of the two trawling arm frames are hinged to the two sides of the hull structure. Floating mechanisms are arranged at the tops of the trawling arm frames. Each floating mechanism comprises a floating box. A hydraulic lifting platform is arranged on the lower side face of each floating box. A lifting board is arranged at the lower end of each hydraulic lifting platform. First through holes are formed in the periphery of each lifting board. Sliding rods are inserted in the first through holes. Baffles are arranged at the upper ends of the sliding rods. The size of each baffle is larger than that of eachfirst through hole. The lower ends of the sliding rods penetrate through the first through holes and are hinged to floating bodies. The sliding rods are provided with reset springs. The reset springsare located between the baffles and the lifting boards. An air bag is arranged between each floating body and the corresponding lifting board. An electric air pump is arranged on the upper side faceof each floating box. An exhaust pipe of each electric air pump communicates with the corresponding air bag. The floating mechanisms in the arm frame type trawler achieve a good supporting effect in the trawler trawling operation process, and the ship navigation stability is improved.",2018,B63B  35/18; F03D   9/11; F03D   9/32; Y02E  10/72; H02N   2/18
501550336,CN201810533201,Method for integrally floating and ship loading large offshore wind turbine on wharf,"The invention belongs to the field of marine engineering structures, and provides a method for integrally floating and ship loading a large offshore wind turbine on a wharf. The method is suitable forthe transfer of the large offshore wind turbine from a wharf foundation to a floating barge, and is realized based on the T-shaped wharf and the floating barge. The T-shaped wharf is to build an outer extending device on the basis of a traditional wharf, and a round wharf base is arranged at the end of the outer extending device. The floating barge is provided with a supporting foundation structure, and the supporting foundation structure is provided with a DSU structure. A guide stabbing cone is arranged at the bottom of the wind turbine, and a wedge-shaped clamping position structure is arranged on the lower part of the wind turbine. The wind turbine is transferred from the wharf to the floating barge after the integral installation and adjustment of the T-shaped wharf used specially onland are carried out. The method for integrally floating and ship loading the large offshore wind turbine on the wharf is practical, the installation is convenient, and can realize integral installation, integral shipment and integral transportation on the land on the premise of ensuring the stability of the wind turbine. At the same time, the method eliminates the need for large-scale lifting equipment in the onshore installation process of the offshore wind turbine, reduces the cost and improves the installation efficiency of large-scale offshore wind power.",2018,E02B   3/068; E02B   3/06; B63B  27/00
501601648,CN201820383239U,Small -size offshore wind power generation system,"The utility model provides a small -size offshore wind power generation system relates to wind power generation technical field. Small -size offshore wind power generation system includes: float the base, the quantity of floating the base be a plurality of, and showy base includes hemisphere portion and prevent the portion of toppling, and one side that the portion of toppling is prevented to thering -type meets with terminal surface one side of hemisphere portion, hemisphere portion with prevent that the portion of toppling encloses the showy chamber of the one end open -ended that can holdarticle. Minitype aerogenerator, minitype aerogenerator include pylon, generator and wind wheel, and the wind wheel is connected with the generator, and the generator is connected with the one end ofpylon, and the other one end of pylon is connected with hemisphere portion, and the pylon lies in the central authorities of floating the intracavity and lieing in hemisphere portion, and the wind wheel exceeds showy chamber. Fixed subassembly, fixed subassembly has the through -hole of holding including suspension frame, spacing cable and base immersed tube, suspension frame, and the base immersed tube is connected through spacing cable with the suspension frame. Small -size offshore wind power generation system has realized near the function of the marine electricity generation island, practices thrift the cost, reducing pollutants.",2018,F03D  13/25; Y02E  10/722; Y02E  10/727; F03D  80/30; F03D   9/25; F03D  80/80; Y02E  10/725
501678656,US201816012315,"Reduced drag system for windmills, fans, propellers, airfoils, and hydrofoils","Airfoil and hydrofoils systems with structures having a surface texture defined by fractal geometries are described. Raised portions or fractal bumps can be included on the surfaces, forming a surface texture. The surface textures can be defined by two-dimensional fractal shapes, partial two-dimensional fractal shapes, non-contiguous fractal shapes, three-dimensional fractal objects, and partial three-dimensional fractal objects. The surfaces can include indents having fractal geometries. The indents can have varying depths and can be bordered by other indents, or bumps, or smooth portions of the airfoil or hydrofoil structure. The fractal surface textures can reduce vortices inherent from airfoil and hydrofoil structures. The roughness and distribution of the fractal surface textures reduce the vortices, improving laminar flow characteristics and at the same time reducing drag. The systems are passive and do not require applied power.",2018,B64C  11/18; B64C  21/10; F01D   5/145; F03D   1/0608; F05D2250/63; C09K   3/00; F01D   5/14; F05D2250/131; B64C  21/00; Y02E  10/721; B63B   1/34; B64C  11/20; F15D   1/003; F15D   1/12; F04D  29/681; F05D2250/28; F05D2250/61; F03D   1/0633; F04D  29/00; F03D   1/06; F05D2250/18; Y02T  50/166; B64C2003/148; B64C2230/26; F05B2240/30; F05B2250/61; F05D2250/21; Y02T  70/121
501707689,DK20150153335T,FremgangsmÂde til drift af en vindm¯lle uden netforbindelse samt vindm¯lle,NULL,2015,F03D   9/255; F05B2220/7068; F05B2270/328; F05B2230/60; F05B2270/107; Y02E  10/727; F05B2220/70642; F05B2240/95; F03D   7/0224; F03D   9/11; F03D  13/30; F05B2270/327; F05B2270/329; Y02E  10/723; F05B2230/70; Y02P  70/523; F03D   7/02; F03D   7/0204; F03D   7/026; F03D   7/0264; F03D   9/10; F05B2270/1032; F03D   1/00; F05B2270/321; Y02E  10/725
501744437,CN201721256651U,Modular four marine flotation pontoon flotation tank foundation structure,"The utility model belongs to the technical field of ocean engineering's foundation structure, a modular four marine flotation pontoon flotation tank foundation structure is disclosed, including four the same flotation pontoons, four the same flotation tanks and a changeover portion pylon, four flotation pontoons arrange according to the consecutive quadrate that encloses of its central point on the horizontal plane that every two adjacent flotation pontoons are connected by a flotation tank, and flotation tank edge length direction's central line passes the axis of its both ends flotation pontoon, the changeover portion pylon is connected on flotation pontoon and flotation tank upper portion, and the changeover portion pylon is used for connecting upper portion wind power equipment. The utility model discloses have gravity type foundation and suction bucket foundation's characteristics concurrently, when the bearing capacity improved, the transportation mounting means was simple and convenient, recoverable recycling, construction cost greatly reduced.",2017,E02D  27/52; E02D  27/42
501780032,CN201820110852U,Novel latent formula floating foundation of marine wind power,"The utility model belongs to the technical field of the marine wind power basis, a novel latent formula floating foundation of marine wind power is disclosed, constitute by floating platform and anchoring system, floating platform includes that the upper end connects the stand of a fan tower section of thick bamboo, is connected to incline the vaulting pole between the stand lower extreme fixedlyconnected with flotation tank, stand and flotation tank, the flotation tank is inside to be provided with the hoop inner panel and to reserve the pore, the anchoring system includes a plurality of anchor units and the multiunit line of mooring, every group moors the line connection corresponding reserve the pore with between the anchor unit, every group moors the solenoid and draws together a lineal pool line and the line of mooring to one side. The utility model discloses can provide when towage and enough float the stability, it is little influenced by wave load, realize on water push -pullsystem, reduce the moor degree of difficulty of line of underwater installation, anchoring base utilizes the ballast to weigh and frictional resistance provides the withdrawal resistance to carry andinternal -external differential pressure injection sea bed construction convenience through piling.",2018,E02D  27/50; E02D  27/42; B63B  35/44
501780076,CN201820111411U,Tensioning formula latent formula floating foundation that moors,"The utility model belongs to the technical field of the marine wind power basis, a tensioning formula latent formula floating foundation that moors is disclosed, forming by floating platform and anchoring system, floating platform includes linkage segment and flotation tank, and linkage segment side wall cloth has put first reservation pore, and the pore is reserved to the inside second that is provided with of flotation tank, the anchoring system is including mooring line and anchoring base, and the line of mooring is become by crisscross even the hoop lineal pool line of arranging and the group of mooring to one side, the equal anchor of line lower extreme in the anchoring base that moors, and the upper end is passed the second in proper order and is reserved pore and first reservation pore to the anchor is in the linkage segment top. The utility model discloses can provide when towage and enough float the stability, it is little influenced by wave load, realize on water push -pull system, reduce the moor degree of difficulty of line of underwater installation, anchoring base utilizes the ballast to weigh and frictional resistance provides the withdrawal resistance to carry and internal -external differential pressure injection sea bed construction convenience through piling.",2018,E02D  27/42; E02D  27/52
501780193,CN201820111991U,Marine wind power floating foundation of stretch -draw on water,"The utility model belongs to the technical field of the marine wind power basis, a marine wind power floating foundation of stretch -draw on water is disclosed, forming by floating platform and anchoring system, floating platform includes linkage segment and flotation tank, and linkage segment side wall cloth has put first reservation pore, and the pore is reserved to the inside second that is provided with of flotation tank, the anchoring system includes multiunit moor line and anchoring base, and every group moors the solenoid and draws together a lineal pool line and three lines of mooringto one side, the equal anchor of line lower extreme in the anchoring base that moors of every group, the upper end is passed the second in proper order and is reserved the pore and state first reservation pore to the anchor is in the linkage segment top. The utility model discloses can provide when towage and enough float the stability, it is little influenced by wave load, realize on water push -pull system, reduce the moor degree of difficulty of line of underwater installation, anchoring base utilizes the ballast to weigh and frictional resistance provides the withdrawal resistance to carryand internal -external differential pressure injection sea bed construction convenience through piling.",2018,B63B  21/50; B63B  35/44
501791959,CN201820324480U,Wave sea wind combined power generation device,"The utility model discloses a wave sea wind combined power generation device, including the locating platform, the mechanism of supplying gas, pneumatic mechanism, gear, valve mechanism, wind wheel and motor, pneumatic mechanism and air feeder constituent do not set up at locating platform upper end and lower extreme, it includes the inflator to supply gas the mechanism, piston and kickboard, thepiston is established and is linked to each other with the kickboard of establishing outside the inflator in the inflator and through the piston rod, pneumatic mechanism includes air receiver and turbine, the inflator passes through valve mechanism and links to each other with the air receiver, the upper end of air receiver is equipped with the turbine room and leads to air through tube and is linked together with the turbine room, gear includes the ring gear, planet wheel and sun gear, sun gear and planetary gear meshing, the inner gearing of planet wheel and ring gear, the pivot of turbine is passed the turbine room and is linked to each other through the lower extreme of support with the ring gear, connect the wind wheel in the pivot of sun gear, the planet wheel linked to each other with the motor through the synchronous festival, this combined power generation device is with wave energy and the unified utilization of ocean wind energy, simple and novel structure, and high practicality.",2018,Y02E  10/722; Y02E  10/727; F03D  13/25; F03D  15/10; Y02E  10/38; F03D   9/25; F03B  13/24; H02K   7/18
501796618,CN201820407801U,Pile bolck flange device is immediately built to marine wind power pilework,"The utility model discloses a pile bolck flange device is immediately built to marine wind power pilework, including installing the sleeve on lifting machine, the sleeve interpolation is equipped withsolid fixed cylinder, gu the both sides of fixed cylinder's outer wall all are fixed with the lug, telescopic inside wall is provided with the annular spout that corresponds with the lug, gu the fixed cylinder interpolation is equipped with the tube coupling, gu two port departments of fixed cylinder inner wall are all around being provided with a plurality of spouts, be provided with the bafflein the spout, the inside wall sliding connection of baffle and spout, be connected with a plurality of springs between the interior bottom of baffle and spout. The utility model discloses a rotating the handle, making branch to being close to the inside one side removal of fixed cylinder admittedly, the rubber pad pastes tight tube coupling, can press from both sides the tube coupling tightly, uses lifting machine to sling the sleeve, then lifts by crane the flange, with sleeve and flange welding, need not consider that the tube coupling stands up, saves a large amount of construction cost, improves work efficiency.",2018,E02D  27/42
501861232,CN201820169350U,Noise device falls in marine wind power pile sinking,"The utility model discloses a noise device falls in marine wind power pile sinking, a noise device falls in marine wind power pile sinking, including beating pile hammer, beat pile hammer and includewater storage barrel, combustion chamber and pile cover, the pile cover fixed mounting be in the water storage barrel below, the combustion chamber fixed mounting be in the inside bottom of water storage barrel, and fix between combustion chamber and the water storage barrel bottom bucket wall and be provided with two branch parting beads, water storage barrel top are provided with the water inlet, and the bottom is provided with the delivery port, the combustion chamber top is provided with the dual -purpose pipeline of business turn over gas, the business turn over gas dual -purpose pipelineother end passes water storage barrel, stretch out water storage barrel outside, the combustion chamber is inside still to be provided with some firearms in the top position, be provided with some firearm switches on the water storage barrel outer wall. The utility model has the advantages that: simple structure, equipment stability and use security are all higher, and the effective control noisegeneration, can effectively alleviate the propagation of noise on the sea of beating pile hammer and producing.",2018,E02D  13/00
501989457,KR20170171523,SEAWEED CULTURE MOORING FACILITY AND MARINE STRUCTURE HAVING IT,"The present invention relates to an aquaculture farm mooring facility using an offshore wind farm, and a marine structure including the same. The aquaculture farm mooring facility includes: an aquaculture farm module; a plurality of main buoys arranged on a corner portion of the aquaculture farm module; a plurality of sub buoys separately arranged on the aquaculture farm module to connect the main buoys to each other; a main anchor for mooring the main buoys; a mooring line connecting the main buoys and the main anchor to each other; and a middle anchor prepared on the mooring line to provide initial tension to the main buoys. According to the present invention, aquaculture farms can be submerged under water to reduce the damage caused by typhoons.",2017,Y02A  40/828; Y02E  10/727; F03D  13/25; A01K  61/65
502001156,KR20170070683,ESS Vessel with Energy Storage System,"The present invention relates to an ESS buoyancy body capable of producing and storing multi-purpose energy using renewable energy such as sunlight and wind power at sea, comprising: a buoyancy body which forms a concave oblique contour and provides buoyancy; a frame coupled along an upper edge of the buoyancy body; a plurality of solar panels mounted on the frame; a compartment module which divides the inside of the buoyancy body into a plurality of divided spaces; an ESS module installed in a battery compartment forming a part of the compartment module and storing electricity produced by the solar panel; and a cover which covers and seals the upper surface of the buoyancy body.",2017,B63B2035/446; B63J   2/02; H02S  40/38; H02S  30/10; Y02E  10/74; B63B  35/44; B63B2209/18; B63B  27/24; B63B2035/4453; F03D   3/005; B63B2209/20; F03D   3/00; H02S  10/40
502041997,KR20170042870,Floating Marine Structure,"Provided is a floating structure capable of installing an offshore wind power generator as well as a lower supporter. The floating structure comprises: a clamping apparatus installed on a deck; a hammer punch apparatus installed on the deck; and a crane mounted on the deck. The clamping apparatus clamps the lower supporter so that the lower supporter is positioned on an installation area of the seabed, and the crane then hoists and moves the hammer punch apparatus onto the lower supporter. The hammer punch apparatus performs hammering operation to insert the lower supporter into the seabed.",2017,B63B  35/003; E02D  27/525; E02D2250/0061; E02D  27/42; E02D  27/52; Y02E  10/727; B63B  35/00; B66C  23/18; E02D  27/425; B66C  23/185; B63B  27/10; F03D  13/25
502073821,CN201820024989U,A anti -corrosion collision avoidance structure for marine wind power jacket spud leg,"The utility model discloses an anti -corrosion collision avoidance structure for marine wind power jacket spud leg, including the anti -corrosion layer of epoxy glass scale, the modified epoxy wearinglayer, the fine winding area of aluminium foil glass, PE foam shock attenuation sheath, rubber collision avoidance cover, the layer coating that the epoxy glass scale is anti -corrosion is on the surface of marine wind power jacket spud leg, the coating of modified epoxy wearing layer is on the surface on the anti -corrosion layer of epoxy glass scale, the fine winding tape winding of aluminium foil glass is around the surface at the modified epoxy wearing layer, it has the fine winding lacing of one deck aluminium foil glass to constitute, the surface at the fine winding lacing of aluminiumfoil glass is installed to PE foam shock attenuation sheath, wrap up the fine winding lacing of this aluminium foil glass, the surface at PE foam shock attenuation sheath is installed to rubber collision avoidance cover, wrap up this PE foam shock attenuation sheath. The utility model discloses can avoid and bear marine wind power fortune dimension ship and impact under the promotion of wave and destroy jacket foundation structure, prolong the life with protection marine wind power jacket.",2018,E02D  31/06; E02D  31/00
502079257,CN201820188838U,Anti -Typhoon reserve electrical power generating system of offshore wind power generation unit,"The utility model discloses an anti -Typhoon reserve electrical power generating system of offshore wind power generation unit comprises a plurality of back -up sources, and every wind generating setamong the offshore wind farm all disposes a back -up source that is fixed in on the inside perhaps offshore platform of a tower section of thick bamboo for the control system and driftage mains powersupply that the electric condition under are wind generating set are lost at offshore wind farm, the back -up source is including diesel generating set and circuit breaker, wherein, diesel generatingset passes through the circuit breaker and inserts the box transformer low voltage of wind generating set side, simultaneously the last controller that disposes of diesel generating set for opening ofdiesel generating set of control is stopped. The utility model discloses main to offshore wind farm and after electric breaking away from of electric wire netting emergence, to the driftage system and the control system power supply of offshore wind power generation unit, the reliability is high.",2018,H02J   3/38; H02J   9/08
502083937,CN201820338100U,Wind -force and solar energy combined drive remote control unmanned ship,"The utility model discloses a wind -force and solar energy combined drive remote control unmanned ship, two boats and ships lamellar body intervals of this unmanned ship set up in frame construction both ends lower part, lift type vertical axis rotor's the vertical setting of rotary main shaft uses rotary main shaft as the central line at the middle part upper end of vertical beam, polylith lift type blade, follows the setting of circumference vertical spacing, and the upper and lower both ends of every lift type blade all are connected with the outer end of connecting plate, and the inner ofconnecting plate is connected with rotary main shaft, rotary main shaft passes aerogenerator downwardly extending to gearbox input, the output of gearbox links to each other with the transmission shaft front end, and the transmission shaft rear end links to each other with straight wing propeller input. The utility model discloses utilize the rotatory unmanned ship of the promotion navigation of wind -force direct drive unmanned ship propeller to solar cell panel and aerogenerator through installation on the hull reserve the energy to carry storage battery charging and then conduct along withthe ship, realize unmanned ship unlimited endurance in theory.",2018,F03D   9/11; B63B  35/00; Y02E  10/72; H02J   7/35
502150467,CN201820305234U,A floating prevent ripples carry with wind energy integrated system for breed at deep sea,"The utility model belongs to the technical field of ocean renewable energy and ocean aquaculture engineering, especially, involve a floating prevent ripples carry with wind energy integrated system for breed at deep sea, including wind generator system, floating breakwater system and deep sea farming systems. The utility model discloses the innovation part lies in that make full use of floating breakwater reduces the wave load that floating net cage bore through combining together aerogenerator, floating breakwater system with deep sea farming systems. In addition, floating breakwater providesthe cost of supporting platform, effectual reduction fan for the floating fan. Simultaneously, the electric energy that utilizes the fan to produce, it is self -sufficient to reach deep sea farming systems power consumption. With single deep sea farming systems relative ratio, the utilization ratio in unit sea area has obtained effectual improvement, has still reduced the cost of floating fan simultaneously, and economic nature advantage has obtained very big embodiment, has realized power consumption self -sufficient of aquaculture net case, and the device structure is very simple, and practical value is than higher.",2018,A01K  61/65; F03D   9/30; F03D   9/25; Y02E  10/727; E02B   3/06; A01K  61/60; F03D  13/25
502199411,ES20110809767T,"Sistema de trabajo para estructura flotante, estructura flotante, barco de trabajo y mÈtodo de trabajo para la estructura flotante","Un mÈtodo de asegurar un sistema de trabajo (1), que comprende: una estructura flotante de tipo flotante (2); y un barco de trabajo (3) configurado para realizar al menos la instalaciÛn o el mantenimiento de la estructura flotante (2), en el que: la estructura flotante (2) incluye una secciÛn de columna (4) cuya superficie perifÈrica est· situada en una lÌnea de flotaciÛn cuando la estructura flotante (2) est· flotando, una secciÛn de lastre (5) dispuesta debajo de la secciÛn de columna (4) y una secciÛn de brida (6) dispuesta en una porciÛn intermedia de la secciÛn de columna (4), y el barco de trabajo (3) incluye una secciÛn de agarre (7) capaz de acoplarse con un lado inferior de la secciÛn de brida (6), la estructura flotante (2) incluye un dispositivo de elevaciÛn/descenso (8) configurado para subir y bajar la estructura flotante (2) y el mÈtodo para asegurar se caracteriza por que comprende las etapas de: acoplar la secciÛn de agarre (7) del barco de trabajo (3) acoplado a la parte inferior de la secciÛn de brida (6) de la estructura flotante (2) en un estado flotante, y bajar la estructura flotante (2), mediante el dispositivo de elevaciÛn/descenso (8), de modo que el peso de la estructura flotante (2) sea soportado por la secciÛn de agarre (7) a travÈs de la secciÛn de brida (6), para asegurar la estructura flotante (2) al barco de trabajo (3).",2011,B63B  35/00; F03D  13/25; F03D  13/10; B63B  35/44; B63B2001/044; F03D  80/50; Y02E  10/727; B63B2035/442; B63B   1/048; B63B  35/003; B63B  75/00; B63B2035/446; F05B2240/95
502310747,CN201820362748U,Current transformer,"The utility model relates to a current transformer, including switch board, machine side power cabinet, net side power cabinet, capacitor box, net side cubical switchboard, net side filtering cabinet,machine side filtering cabinet and water -cooling cabinet, machine side power cabinet, capacitor box, net side power cabinet and switch board are followed the left hand right side and are lined up first gang saw cabinet in proper order, water -cooling cabinet, machine side filtering cabinet, net side filtering cabinet and net side cubical switchboard are followed the left hand right side and arelined up second gang saw cabinet in proper order, first gang saw cabinet is arranged with second gang saw cabinet back -to -back. The switch board is according to the size and net the back -to -back setting of side cubical switchboard, and the water -cooling cabinet sets up according to size and the back -to -back setting of machine side power cabinet, switch board water -cooling cabinet diagonalangle. The flow direction of the electric current of current transformer during operation does: the net side of flowing through in proper order cubical switchboard, net side filtering cabinet, net side power cabinet, capacitor box, machine side power cabinet and machine side filtering cabinet. Through this kind of combination sets, it is more smooth and easy to make current transformer power flowmove, and the structure is more compact, can use at the less environment in spaces such as marine wind power.",2018,H02M   1/00; H05K   7/20
502316080,CN201820340043U,Seashore is from floating photovoltaic mounting system,"The utility model relates to a photovoltaic power generation technical field, concretely relates to seashore is from floating photovoltaic mounting system, including photovoltaic body panel, base, stand, gas motor, generator and overcoat in the slide of stand, the slide is connected with a photovoltaic body panel, the lower extreme of a photovoltaic body panel is equipped with closed suspension air tank, the stand includes the guide bar and hugs closely elasticity air belt on the plane of guide bar one side, one side of slide is equipped with and is used for compressing tightly the elasticityair belt makes the inner chamber of elasticity air belt seals the elasticity nip drum wheel of two independent air cavitys from top to bottom, the upper end and the lower extreme of elasticity air belt pass through the tube coupling extremely respectively the chamber of admitting air of gas motor, the input shaft of the output shaft generator of gas motor. The utility model discloses can be for the seabeach provide the illumination and can adapt to seashore tidal changes, comprehensive utilization solar energy, extra large water spray gush ability, seashore wind energy, have green's advantage.",2018,F03D   9/25; F03B  13/24; F03D  13/25; B63B  35/44; H02S  20/00
502321317,CN201820100403U,Wind turbine generator system pylon crab -bolt basis worker die plate and pylon crab -bolt basis,"The utility model discloses a wind turbine generator system pylon crab -bolt basis worker die plate, including the template body, the template body is formed by the concatenation of two annular template bursts of semicircle, and the seam crossing of two template bursts passes through connecting plate and bolted connection, the outside and the inboard of template burst up end are equipped with outside piece and interior lateral mass respectively, outside piece forms the pattern drawing inclined plane that has the constant slope with the outer wall coplane of template burst, interior lateral mass forms the pattern drawing inclined plane that has the constant slope with the inner wall coplane of template burst. The utility model discloses a worker die plate has replaced the last anchor slab on pylon crab -bolt basis among the prior art, through set up outside piece, interior lateral mass and pattern drawing inclined plane on the template body for this worker die plate pylon crab -bolt basis pour accomplish after, can take out and carry out cyclic utilization, greatly reduced manufacturing cost.",2018,E02D  27/42
502365389,NL20182021157,Wind turbine installation method,"The present invention relates to a method for installing an offshore wind turbine at a target location at sea with an installation vessel, the vessel comprising: - a nacelle support structure for temporarily supporting a nacelle comprising a hub having a plurality of root end connectors to which the root ends of the blades are to be connected, the nacelle support structure comprising: o a support tower extending upwardly from a deck of the installation vessel, o a support platform configured to temporarily support the nacelle, - one or more lifting devices configured for: o Iifting the nacelle onto the support platform, o Iifting a nacelle assembly including the blades onto a wind turbine mast located adjacent the vessel, wherein the method comprises: a) lifting the nacelle onto the support platform, and securing the nacelle to the support platform, b) orienting a root end connector of the hub of the nacelle in a direction facing a guide path of the blade moving system, c) connecting the root end of the first blade to the corresponding first root end connector of the hub, d) repeating steps b) and c) for subsequent blades and root end connectors until all blades are connected to the hub of the nacelle, thereby providing a RNA, e) lifting the RNA from the nacelle support structure and positioning the RNA onto a wind turbine mast located adjacent the vessel.",2018,B63B  35/00; E02B  17/027; F03D  13/10; B66C  23/185; F03D  13/40; B66C  23/18; B63B  35/003; E02B  17/02
502438394,CN201820568025U,A profile of tooth rubber for offshore wind turbines fortune dimension ship,"The utility model relates to a profile of tooth rubber for offshore wind turbines fortune dimension ship, profile of tooth rubber includes rubber body and fixed subassembly, rubber body is rectangularform and rubber body's a long limit end and holds for the profile of tooth, the profile that the profile of tooth end has a plurality of tooth's socket and every tooth's socket leans on the sidewallprofile looks adaptation of stake with the top of locating wind turbine generator system, fixed subassembly includes fixing bolt and shutoff rubber, the bottom expert of tooth's socket has the fixed orifices, fixing bolt wears to locate the fixed orifices in proper order with shutoff rubber and shutoff rubber is located the one end near the tooth's socket. The sidewall profile looks adaptation ofstake is leaned on on the profile and the top of tooth's socket, and the feasible top of tooth's socket leans on the stake can partially imbed rubber body, and the area of contact of stake is dependedon on increase rubber body and top to the dimension ship is transported in the increase and the frictional force between the stake is leaned on on the top, and messenger's fortune dimension ship pushes up more smoothly and leans on in the top by the stake.",2018,B63B  21/00
502452072,CN201820406919U,Device is built to marine wind power pilework,"The utility model discloses a device is built to marine wind power pilework, including the mounting panel, the mounting panel includes first plate body and second plate body, all be equipped with slider on the mounting panel, be connected with the bottom plate between first plate body and the second plate body, the symmetry is equipped with two stoppers on the bottom plate, be equipped with stop device on the stopper, two be equipped with the tube coupling between the stopper, all be equipped with first mounting groove on first plate body and the second plate body, fixedly connected with slidebar on the first mounting groove, sliding connection has the fly leaf on the slide bar. The utility model discloses the processing ease through the interact of movable plate, stopper, limiting plate,convex block, spill piece, gear, fly leaf, pivot, spring, spring beam isotructure, can reduce the quantity that the gyro wheel frame took so that the multiunit personnel construct simultaneously, improves work efficiency.",2018,E02D  27/42; E02D  27/52
502454419,CN201820305434U,Reverse flange structure of wind turbine generator system steel reinforced concrete tower section of thick bamboo prestress wire,"The utility model provides a reverse flange structure of wind turbine generator system steel reinforced concrete tower section of thick bamboo prestress wire, including concrete tower section of thickbamboo conversion section, steel tower section of thick bamboo section, prestress wire, bolt assembly, flange board, stiffener and backing plate, concrete tower section of thick bamboo conversion section and steel tower section of thick bamboo section are passed through bolt assembly and are connected, the prestress wire passes flange board, backing plate, concrete tower section of thick bamboo conversion section, and the prestress wire upper end is through tapered end anchor in flange board upper surface, lower extreme and continuous with the foundation ring of a wind turbine generator system steel reinforced concrete tower section of thick bamboo, flange board, backing plate are ring shape steel sheet, and flange board, a steel tower section of thick bamboo and stiffener weld mutually,the bolt hole and the prestressing force steel hank wire sleeve that are equipped with corresponding quantity on flange board and the backing plate perforate. The utility model has the advantages of reasonable design, firm in connection, atress characteristic are good, low in cost, practicality are strong, can realize the reasonable fastening connection of prestressed concrete tower section of thick bamboo section and steel cylinder section.",2018,F03D  13/20
502461620,CN201721883379U,Marine fairway buoy of corrosion -resistant type,"The utility model provides a marine fairway buoy of corrosion -resistant type, including fairway buoy body and power generation system, power generation system includes solar cell panel, wind power generation device, battery and dc -to -ac converter, solar cell panel passes through the controller and connects the battery, wind power generation device passes through the controller and connects thebattery, wind power generation device includes wind energy acquisition device, wind energy acquisition device is the wind wheel, the fairway buoy body includes base and stand, the base is cylindricaladj. Tabular, base upper surface center department is arranged in to the stand, the stand top is arranged in to the wind wheel, install the LED lamp on the wind wheel, the battery passes through the dc -to -ac converter and connects the LED lamp, the battery is arranged in inside the base. The beneficial effects of the utility model are that: simple structure, convenient operation utilize power generation system such as solar energy, wind energy to provide the energy, constantly for the navigation mark lamp power supply, make fairway buoy continued work, and LED lamp colour be multiple, and the LED lamp fixing is on the wind wheel fan blade, and the LED lamp can be taken turns rotatoryly with the wind and rotated for the navigation mark lamp is more striking, and is better for people's service.",2017,F03D   9/11; H02J   7/35; B63B  22/16
502462122,CN201820121915U,Marine anemometer tower of bucket foundation formula,"The utility model discloses a marine anemometer tower of bucket foundation formula, including base, top anemometry platform and base disc, the top of base is provided with the totality frame, the downtube is installed to the top of horizontal pole, the both ends of first anemometry frame all are connected with first auxiliary stay pole, the top of first auxiliary stay pole is provided with secondanemometry frame, the both ends of second anemometry frame all are connected with second auxiliary stay pole, the mount is all installed to the both sides of top anemometry platform, the right side of mount is provided with the wire, the lightning rod is installed to the top of lightning rod device frame, the inside of base disc is provided with the disc hole, and the base disc is located the inside of base, the gim peg is installed to the top in disc hole. This marine anemometer tower of bucket foundation formula, the anemometer tower structure is complicated and changeable, and the settingof supporting the part is comparatively perfect, and the fixity can be good, and wind power detection point that secondly sets up is more, can be effectual detects the wind -force of co -altitude not.",2018,E04H  12/20; E04H  12/22; E02D  27/42; E02D  27/50
502531101,US201815912573,Offshore wind power foundation with improved water-tightness and construction method thereof,"An offshore wind power foundation with improved water-tightness and a construction method thereof are provided. The offshore wind power foundation is configured such that a bonding material is injected into a space between a pile and a leg using a precast cap member to integrate the leg and the pile, and includes a precast cap member including a precasting housing, a bonding material rotation-injection port, and an elastic spring.",2018,F03D  13/25; E02B  17/00; E02B2017/0039; E02D  27/52; E02D2600/20; E02B2017/0073; E02D  27/42; E02B2017/0091; E02D   7/00; E02D  27/425
502643258,CN201820509646U,Offshore wind power generation equipment,"The utility model discloses an offshore wind power generation equipment, the on -line screen storage device comprises a base, base upper end intermediate position is equipped with the mounting groove,the base upper end is equipped with the stand, be equipped with damping device in the mounting groove, the stand is located the pot head is equipped with sleeve pipe no. 1 on the base, all be equipped with anchor line around the sleeve pipe no. 1 respectively, anchor line one end is equipped with the stock, the stand upper end is equipped with sleeve pipe no. 2, the both sides of sleeve pipe no.2 all are equipped with the bearing board respectively, the upper end of bearing board is equipped with solar panel, the top of stand is equipped with the rotating circular disk, the upper end of rotating circular disk is equipped with the fixing base, the upper end of fixing base is equipped with quick -witted case, machine case upper end is equipped with the lamp stand, lamp stand upper end warning light, one side of machine case is equipped with the fin, the machine case is kept away from one side of fin is equipped with fixed disc, fixed disc one side is equipped with the pivot, be equipped with a plurality of umbrella leaf in the pivot. Beneficial effect: increase work efficiency, reduce the limitation of using.",2018,F03D   9/25; F03D   7/02; F03D  13/25; H02S  10/12
502648605,CN201820469121U,Control power supply unit,"The utility model discloses a control power supply unit, including counterweight base, counterweight base upper end middle part fixedly connected with pillar, pillar upper end fixed mounting has windpower generation set, including quick -witted case, wind wheel, pivot, bearing, carousel, a gear teeth group, movable frame, the 2nd gear teeth group, the 3rd gear teeth group, connecting rod, permanent magnet and coil in the wind power generation set, anchor strut fixedly connected with second crossbearer is passed through on pillar left end upper portion, second crossbearer lower extreme left part fixedly connected with mounting bracket, install the camera on the mounting bracket, the first crossbearer of pillar right -hand member middle part fixedly connected with. The utility model discloses a set up wind power generation set, make around the movable frame permanent magnet at both ends constantly do cutting magnetic induction line's back and forth movement in the coil, increased the efficiency of electricity generation widely, make full use of the wind energy, saved the cost of power supply.",2018,F03D   9/11; H02S  10/12; F03D   9/43; F03D  15/10
502716690,CN201820569507U,Surface of water floating garbage clears away ship,"The utility model provides a surface of water floating garbage clears away ship, hull one end is equipped with driving system, the other end of hull is equipped with the baffle, the hull both sides respectively are equipped with a collection device, the riser is vertical to be fixed in hull one side, the riser is equipped with the dovetail recess, be equipped with the slider in the dovetail recess, the slider is equipped with the dovetail lug, dovetail recess and the cooperation of dovetail lug, the slider passes through the rotation axis and is connected with the collecting board, the collecting board can wind axis of rotation, slider lower extreme and connecting block fixed connection, connecting block both ends and backup pad fixed connection, riser upper end and first pull ring fixed connection, collecting board and second pull ring fixed connection, first pull ring passes through the stay cord with the second pull ring and is connected. The utility model discloses a cooperation ofcollecting board and baffle has realized the collection to rubbish on the surface of water, and the collecting board can also be regained works and advances with convenient with operating condition'sconversion.",2018,B63B  35/32; E02B  15/10
502716894,CN201820566061U,Water -surface garbage collection ship,"The utility model provides a water -surface garbage collection ship, hull one end is equipped with driving system, the other end of hull is equipped with the baffle, the hull both sides respectively are equipped with a collection device, the riser is vertical to be fixed in hull one side, the riser is equipped with the dovetail recess, be equipped with the slider in the dovetail recess, the slideris equipped with the dovetail lug, dovetail recess and the cooperation of dovetail lug, the slider passes through the rotation axis and is connected with the collecting board, the collecting board can wind axis of rotation, slider lower extreme and connecting block fixed connection, connecting block both ends and backup pad fixed connection, riser upper end and first pull ring fixed connection, collecting board and second pull ring fixed connection, first pull ring passes through the stay cord with the second pull ring and is connected, the utility model discloses a cooperation of collectingboard and baffle has realized the collection to rubbish on the surface of water, and the conversion with operating condition can also be withdrawed to the collecting board.",2018,B63B  35/32; E02B  15/10
502718452,CN201820549062U,Deep sea fan assembly device,"The utility model discloses a deep sea fan assembly device, including controlling means and mounting platform body, be equipped with tower section of thick bamboo installation unit, blade installationunit, host computer wheel hub installation unit and tower frame of the draught fan on the mounting platform body and erect the unit, tower section of thick bamboo installation unit includes tower section of thick bamboo store yard, tower section of thick bamboo position control device and tower section of thick bamboo equipment hydraulic vehicle, the rooting -in of blades unit includes blade store yard, blade position adjusting device and blade equipment hydraulic vehicle, complete rotary loop wheel machine and fan looks adaptation are erect to the fan, controlling means erects complete rotary loop wheel machine looks adaptation with tower section of thick bamboo position control device, tower section of thick bamboo equipment hydraulic vehicle, host computer wheel hub position control device, blade position control device, blade equipment hydraulic vehicle and fan respectively. The utility model discloses a deep sea fan assembly device can carry out the equipment of wind power generation part at sea, and integral erection again after the equipment is accomplished can satisfy the precision and the security requirement of the equipment of fan part, improves the fan installation effectiveness, reduces deep sea wind -powered electricity generation installation cost.",2018,F03D  13/25; F03D  13/10; F03D  13/40
502722140,CN201820485064U,Body formula aerogenerator platform,"The utility model discloses a body formula aerogenerator platform, including center a section of thick bamboo, coupling assembling, mooring anchor, being used for installing aerogenerator's mount padand three side neck, three side neck is isosceles triangle and distributes, and a center section of thick bamboo is located isosceles triangle's center, three side neck passes through respectively coupling assembling with center section of thick bamboo fixed connection, a center section of thick bamboo, side neck and coupling assembling are hollow structure, be equipped with the ballast tank in acenter section of thick bamboo and the side neck respectively, the mount pad is fixed set up in the top of a center section of thick bamboo, the bottom of side neck and the one end fixed connection ofmooring anchor. Three side neck constitutes isosceles triangle, and the central point that a center section of thick bamboo is located isosceles triangle puts, can form stable platform structure between a side neck and the center section of thick bamboo, inside at a center section of thick bamboo and side neck sets up the ballast tank, is favorable to further maintaining the stability of platform. The utility model discloses a body formula aerogenerator platform, its stability is good, but effective resistance external force is strikeed.",2018,B63B  35/44; F03D  13/25
502723876,CN201820366794U,Wind power generation tower section of thick bamboo built -in transformer system and wind power generation tower,"The utility model relates to a wind power generation tower section of thick bamboo built -in transformer system and wind power generation tower, two -layer arrangement form about this wind power generation tower section of thick bamboo built -in transformer system adopts, high -tension apparatus subsystem and low -voltage equipment subsystem arrange side by side in the lower floor that the transformer subsystem is arranged on the upper strata, is ' article ' font two -layer arranging from top to bottom. High -tension apparatus subsystem and low -voltage equipment subsystem volume ratio transformer subsystem small, arrange high -tension apparatus subsystem and low -voltage equipment subsystem in the lower floor, the area of base that always occupies is compared in transformer subsystem andhigh -tension apparatus subsystem for a short time, the proportion that occupies of the inside area of base of a tower section of thick bamboo has been reduced, furthermore, the staff is when the maintenance repair, the transformer subsystem reduces the threat that staff's personal safety caused by a wide margin, therefore, just need not to set up other auxiliary assembly of increase personal safety, reduce the wind power generation cost, it can be more stable to produce property.",2018,F03D  80/80; H02M   1/00; F03D  80/60; F03D  13/20; F03D  13/25
502727221,CN201820434396U,Novel self -power deep sea net cage culture synthesizes platform,"The utility model relates to a novel self -power deep sea net cage culture synthesizes platform, including above -water platform, body braced frame, aquaculture net case, body braced frame includes guide rail, a plurality of bracing pipe, body, straight stay tube, the guide rail is located center part, and its lower extreme passes through the body fixed connection of a plurality of bracings pipe and top, and the body is annular or polygonized structure, and its upper portion is connected with a plurality of straight stay tubes, straightens the above -water platform fixed connection of stay tube and top, set up fixed chunk on the body, horizontal fixed setting cylinder connecting piece on the aquaculture net case, vertical guide clearance fit on the cylinder connecting piece and movable block normal running fit, movable block and fixed chunk to can follow vertical guide fluctuates, still be equipped with oscillating floater between above -water platform and the body braced frame. The utility model discloses utilize guide rail restraint oscillating floater's movement track, promote oscillating floater's work efficiency, reducing the box with a net and connecting the strength requirement at position, the life at position is connected in the extension.",2018,A01K  61/85; F03B  13/16; A01K  61/60; A01K  61/65; F03D   9/25
502730995,CN201820345103U,Roll over emergent sparse system of fleing of net ramp formula marine wind power booster station of running,"The utility model discloses a roll over emergent sparse system of fleing of net ramp formula marine wind power booster station of running, protect cage, book race net ramp, ellipse A circular base storage support, ellipse circular glass steel floating box, physiosis formula life raft, manhole door, bow -shaped hole, wire rope, pulley, hoist engine, protection network, fixed cable wire, flee platform, the hole of fleing, apron including collapsible ellipse roundness mess, the utility model has the advantages of: through the system of fleing originally, when taking place emergency such as conflagration, marine booster station personnel loop through the emergent sparse system of fleing of net ramp formula of running, and the climbing is sparse to the life raft, can the sparse great stream ofpeople of high efficiency, emergent fleing, safe high -efficient, convenient marine booster station staff is quick, safe and orderly withdraw marine booster station hazardous environment, simple structure, low in cost.",2018,B63C   9/04; B63B  27/30
502732691,CN201820197769U,Unmanned ship,"The utility model relates to an unmanned ship. This unmanned ship's electric control assembly installs on the hull, and electric control assembly includes power module, solar power generation assemblyincludes support and the solar panel who is connected with the power module electricity, and the support mounting is on the hull, and solar panel fixes on the support to make solar panel and hull interval, the wind power generation assembly who is connected with the power module electricity installs on the hull to be located between hull and the solar panel, and make solar panel shelter from windpower generation assembly. The continuation of the journey of above -mentioned unmanned ship can be better and life is longer.",2018,B63B  17/00; B63B  35/00; B63B   1/12; B63H  21/17
502733107,CN201820209245U,From lift -type wind turbine generator system mounting platform,"The utility model belongs to the technical field of marine fan group erection equipment technique and specifically relates to a from lift -type wind turbine generator system mounting platform is related to, include hull, four spud legs and wind a stake loop wheel machine, two spud leg symmetry respectively sets up ship board middle part about the hull, two in addition spud leg symmetry respectively sets up the bow portion and the ship stern portion of hull, and adjacent two distance between the spud leg equals, wear to establish around the stake loop wheel machine on ship stern portion's the spud leg. In this scheme, concentrate the region that distributes to being close to the spud leg with main load, the load of ship stern portion spud leg is a little more than the bow portion load, andhull mid portion load is a little more than two of ship, novel structure, and the appearance is succinct, and compact structure can realize the several work operating mode, has improved the availability factor of offshore platform.",2018,B66F  11/00; B63B  35/00; B66F  13/00; E02B  17/08; E02B  17/00
502737268,CN201820053544U,Semi -submerged -Spar hybrid marine wind power floating foundation,"The utility model relates to a semi -submerged spar hybrid marine wind power floating foundation, including upper portion buoyancy compartment (1), initiative ballast tank (2), bottom ballast tank (3) and mooring system (6), the initiative ballast tank (2) be located upper portion buoyancy compartment (1) the below and rather than fixed connection, a serial communication port, be provided with heave plate (5) more than two between bottom ballast tank (3) and initiative ballast tank (2), there are three above flotation pontoon (4) peripheral distribution of bottom ballast tank (3), initiativeballast tank (2), bottom ballast tank (3), connect through the truss between flotation pontoon (4) and heave plate (5).",2018,B63B  21/20; B63B  35/44
502741263,CN201721600944U,Floating wind -powered electricity generation tower convenient to installation,"The utility model belongs to the technical field of wind power generation, concretely relates to floating wind -powered electricity generation tower convenient to installation, include by lower supreme fixed connection's in proper order suction stake, fixed ballast tank, truss, adjustable buoyancy compartment and fixed buoyancy compartment, adjustable buoyancy compartment and fixed buoyancy compartment are annular cabin and concentric the setting, and clearance fit has the cylindricality to float the core among the inside passage that truss, adjustable buoyancy compartment and fixed buoyancy compartment enclose, the cylindricality is floated the core and is installed wind generating set through the fan tower, the uncovered department of floating the core passageway installs locking device,and locking device is used for locking the fan tower base. The beneficial effects of the utility model are that: the tower body is wet to be dragged to the scene, does not need [jacket] launching barge supplementary, transportation, simple to operate, safety, do not need large -scale crane barge cooperation installation yet, can realize the tower body and right automatically, floating wind -powered electricity generation tower relies on the rigidity of recoveing that self provides to need not set up equipment such as anchoring system, also need not take over large -scale crane ship for use, simple structure ization has reduced wind -powered electricity generation field construction cost.",2017,B63B  35/44
502802938,CN201810554792,Mounting method for large offshore fan whole floating bracket,"The invention discloses a mounting method for a large offshore fan whole floating bracket and belongs to the field of ocean engineering structures. The mounting method is suitable for floating bracketmounting in the field of wind power, and is achieved based on a T-shaped wharf and an H-shaped double-body mounting barge. The T-shaped wharf is an outward-extending device constructed on the basis of a traditional wharf, and a wharf circular base is arranged at the end of the outward-extending device. The H-shaped double-body mounting barge comprises two barge bodies and fan supporting frames fixed to the middles of the two barge bodies, and the bottoms of the two fan supporting frames are connected. A fan is overall assembled on the wharf special for land and then overall transported and mounted through a novel special floating bracket ship, practicability and convenient mounting are achieved, and the fan can be suitable for places with abundant draught, or small water depth and limitedbuoyancy. The novel double-hull structure is adopted, thus the problems that in the fan transporting and mounting processes, the gravity center of the fan is high, and the stability is poor are solved, and the safety of the transportation process is improved; and meanwhile, according to the mounting method, the requirement for large offshore lifting equipment in the offshore fan mounting processis omitted, and the mounting cost is lowered.",2018,B63B  27/00; B63B  27/02; B63B2021/505; F03D  13/25; B63B  21/50; B63B  27/10; B63B2035/446; B63B  35/44
502840974,KR20170049798,OFFSHORE WIND TURBINE INSTALLATION VESSEL,"Disclosed is an offshore wind power generator installation ship, reducing installation time of an offshore wind power generator. According to an embodiment of the present invention, the offshore wind power generator installation ship comprises: a hull; a tower support unit installed on a deck of the hull and perpendicularly supporting towers of the offshore power generator; a tower installation unit installed on the deck of the hull and enabling the towers to be installed on the sea; and a movement unit moving the tower support unit to move the tower on the tower support unit toward the tower installation unit.",2017,B63B  25/002; B63B  35/003; Y02E  10/70; B63B  35/00; F03D  13/40; B63B  25/00
502902662,JP20180517374,??????????,?????????????????????????????????????10????????????????20???????????????100???????????????????????20??????????????10???????????????????????20?????????????????????????????????????????30?????????10???????????????????30??????????20???????????????????????????10%??????????????????????????????????????????3,2016,B63B  35/00; Y02E  10/725; F03D   9/25; F03D   1/02; F03D  13/22; B63B  21/50; Y02E  10/727; F05B2240/93; B63B  21/00; F05B2240/95; F03D  13/25
502936518,CN201820588781U,Device is taken advantage of in stepping on of marine wind power machine,"The utility model provides a device is taken advantage of in stepping on of marine wind power machine, including the fore -and -aft gangway, the articulated element, the manipulator, the one end of fore -and -aft gangway is passed through the articulated element and is connected in the support of on -board with fixed the setting, the other end and the manipulator of fore -and -aft gangway are connected, under winch and robot control device's effect, the fore -and -aft gangway is let pass to the control winch, and control of manipulator graspes marine wind power machine vertical ladder, realizefortune dimension ship and quick -witted being connected of marine wind power, moreover, the steam generator is simple in structure, high durability and convenient use, can improve the stability of being connected between fortune dimension ship and the marine wind power machine, the security that fortune dimension technical staff climbed up the marine wind power machine improves, the weather window of boats and ships operations has been widened.",2018,B63B  27/14
502958563,CN201820364046U,Use new forms of energy beacon of tidal energy and wind energy,"The utility model provides an use new forms of energy beacon of tidal energy and wind energy relates to the new energy resources equipment field, including submarine fixing base, the top fixedly connected with supporting leg of submarine fixing base, the top fixedly connected with tidal power generation device of supporting leg, the outside fixedly connected with above -water platform of tidal power generation device, above -water platform's top fixedly connected with prevents guardrail bar, the top fixedly connected with battery of tidal power generation device, the outside of battery is provided with protecting sheathing, protecting sheathing's outside fixedly connected with wind power generation set, protecting sheathing's top fixedly connected with tower body, the top fixedly connectedwith top platform of tower body, top platform's top fixedly connected with erection column, the top fixedly connected with tower lamp of erection column. This use new forms of energy beacon of tidalenergy and wind energy, can be abundant utilize the tidal energy, turn into the electric energy of beacon with the tidal energy, the effectual energy of having practiced thrift, more energy -concerving and environment -protective, the cost is reduced.",2018,F03B  13/26; F21V  19/00; F21V  21/02; F21V  21/10; F03D   9/11; F21S   9/04; F03D   9/35; F21V  31/00
502959722,CN201820112012U,But marine wind power floating foundation of transportation by driving,"The utility model belongs to the technical field of the marine wind power basis, a but marine wind power floating foundation of transportation by driving is disclosed, constitute by floating platformand anchoring system, floating platform includes that the upper end connects the stand of a fan tower section of thick bamboo, is connected to incline the vaulting pole between the stand lower extremefixedly connected with flotation tank, stand and flotation tank, inside first reservation pore, second reservation pore, the hoop inner panel of being provided with of flotation tank, the anchoring system includes the line of mooring to one side, lineal pool line and anchoring base, moor to one side line and the lineal equal anchor of line lower extreme in the anchoring base that moors, and the on -line of mooring to one side end stretches into first reservation pore and anchor, and the end passes second reservation pore and is worn to stand and anchor by the slope vaulting pole on the linealpool line. The utility model discloses can provide when towage and enough float the stability, it is little influenced by wave load, realize layering on water and open push -pull system, reduce the moor degree of difficulty of line of underwater installation, utilize ballast weight and frictional resistance to provide the withdrawal resistance to carry and internal -external differential pressureinjection sea bed construction convenience through piling.",2018,B63B  21/50; B63B  35/44
503166594,CN201820443764U,Cabin cover with quick -assembly structure,"The utility model provides a cabin cover with quick -assembly structure, including the protection casing upper shield, the protection casing is cover and quick -assembly structure down, quick -assembly structure is with covering sealing connection under protection casing upper shield and the protection casing, quick -assembly structure includes the lug, descend the lug and inlay the inserted block, it includes that loose axle and dog -ear are orthogonal kink to inlay the inserted block, kink swing joint is on the loose axle, upward the lug top is provided with the kink and can inlays the recess of inserting, it is provided with and is used for the knob that seals up to go up the lug bottom, the lug top is provided with spacing button down, spacing button passes through compression spring and sets up under on the lug, the lug top is provided with semi -circular buckle down. A cabin cover with quick -assembly structure, quick -assembly structure can be assembled the wind generator cabincover together covering sealing connection under protection casing upper shield and the protection casing fast, simple high -efficient, it is long to shorten the during operation, installation or dismantlement are very convenient, have improved work efficiency.",2018,F03D  80/00
503176386,CN201820353677U,Wind power generation roof support,"The utility model relates to a wind power generation roof support, including two foundation seat poles, a tower pole, two pull rods, the one end of a foundation seat pole and the one end looks fixed connection of another foundation seat pole, the contained angle that forms between the axis of two foundation seat poles is the same with the turning angle of roof parapet, two foundation seat poles set up on the roof and laminate the parapet the turning and through building chemical anchor bolts and fixed mutually with the parapet, the junction looks fixed connection of tip and two foundation seatpoles under the tower pole, two pull rods all incline to set up, and two respective upper ends of pull rod are connected with the tower pole respectively, the lower extreme of two pull rods is connected with two foundation seat poles respectively, wind power generation equipment fixing is in the top of tower pole. The pull rod is through staple bolt and bolt and be connected with tower pole or base pole. The utility model discloses utilize the brand -new mounting means of roof parapet, need not pouring cement, avoid bringing great pressure for the roof, also avoid trompil on the roof, can prevent that the problem of collapsing or leaking from appearing in the roof.",2018,F03D   9/34; F03D  13/20
503182800,CN201810665381,Trawler,"The invention provides a trawler and belongs to the technical field of ships. The trawler comprises a hull structure and two trawling arm frames. The lower ends of the two trawling arm frames are hinged to the two sides of the hull structure. Floating mechanisms are arranged at the tops of the trawling arm frames and comprise floating boxes. Expandable airbags are arranged on the lower sides of the floating boxes. Electric air pumps are arranged on the upper sides of the floating boxes and connected with the expandable airbags through pipes. Floating bodies are arranged at the lower ends of the expandable airbags. First through holes are formed in the peripheries of the floating boxes. Slide rods are inserted in the first through holes. Baffles are arranged at the upper ends of the slide rods, and the sizes of the baffles are larger than the sizes of the first through holes. The lower ends of the slide rods penetrate through the first through holes, and the floating bodies are hinged to the ends of the slide rods. Reset springs are arranged on the slide rods and located between the floating bodies and the floating boxes. The floating mechanisms in the trawler plays a good role in supporting the trawling arm frames in trawling operation of the trawler, so that the safety of trawler operation is improved.",2018,B63B  35/20; B63B2043/145; F03D   9/11; B63B  39/06; B63B  43/18; F03D   9/32; B63B  43/14; B63B  43/10
503206816,PL20170421562,"Method for installing the TLP-type floating platform on sea, intended for the wind power stations","SposÛb instalowania w morzu platformy p?ywaj?cej typu TLP pod elektrownie wiatrowe, sk?adaj?cej si? z trzech symetrycznie rozmieszczonych ramion kad?uba i umieszczonej centralnie mi?dzy nimi kolumny, w ktÛrym przed holowaniem platformy (1) ?a?cuchy kotwiczne (4) mocuje si? w kluzach kotwicznych umieszczonych w ko?cowych cz??ciach ramion kad?uba, przy czym zwisaj?ce cz??ci ?a?cuchÛw kotwicznych (4) uk?ada si? wzd?u? ramion kad?uba, a ich ko?ce mocuje si? do pok?adu w pobli?u kolumny. Platform? (1) holuje si? na miejsce jej instalacji, gdzie podp?ywa do niej statek specjalistyczny (8) wyposa?ony w ?uraw pok?adowy (9) oraz urz?dzenie centruj?ce (10). Po zako?czeniu prac kotwi?cych, rozpoczyna si? balastowanie platformy (1). Zmienia si? po?o?enie statku specjalistycznego (8), ustawiaj?c si? symetrycznie mi?dzy ramionami kad?uba platformy (1), ruf? do kolumny i powoli przemieszcza si? do ty?u do czasu, a? o? kolumny w przybli?eniu znajdzie si? w osi kana?u rufowego statku specjalistycznego (8) i umieszczonego na nim urz?dzenia centruj?cego (10), nast?pnie uruchamia si? urz?dzenie centruj?ce i ??czy si? statek specjalistyczny (8) z kolumn? platformy (1) tylko z jednym stopniem swobody.",2017,F03D  13/25; F03D  13/40; F03D  13/10; E02D  27/50; E02D  27/06; E02D  27/42
503206826,PL20170421569,"Centering devices for mounting supporting structures at sea, preferably of the TLP (Tension Leg Platform) type, for the off-shore wind plants","Urz?dzenie centruj?ce przeznaczone do zastosowania na statkach specjalistycznych do instalowania w morzu konstrukcji wsporczych typu platforma TLP pod morskie turbiny wiatrowe, w ktÛrym co najmniej sze?? si?ownikÛw hydraulicznych (2), zamocowanych jest wychylnie w p?aszczy?nie pionowej do ?cian w kanale rufy statku, przy czym na ko?cach t?oczysk si?ownikÛw (2) zamocowane s? ucha, w ktÛrych u?o?yskowane s? rolki, a ramiona uch, ka?dej pary umieszczonych jeden nad drugim si?ownikÛw (2) po??czone s? mi?dzy sob? ci?gnami, za? ucha trzech wy?ej po?o?onych si?ownikÛw (2) po??czone s? od gÛry z ?a?cuchami, ktÛre przewijaj? si? przez kr??ki ?a?cuchowe, u?o?yskowane w gÛrnej cz??ci wysi?gnikÛw, zamocowanych na pok?adzie nad kana?em w p?aszczy?nie pionowej nad ka?d? z par si?ownikÛw (2). ?a?cuchy przechodz? przez stopery zapadkowe ponownie przewijaj?c si? przez kr??ki ?a?cuchowe si?ownikÛw pomocniczych (7) dochodz? do elementÛw mocuj?cych ko?ce ?a?cuchÛw do konstrukcji wysi?gnikÛw. Korzystnie urz?dzenie centruj?ce posiada jeden zespÛ? zasilania hydraulicznego oraz jeden silnik elektryczny (15), nap?dzaj?cy, korzystnie trÛjsekcyjn? pomp? lub trzy oddzielne, jednakowe pompy po??czone z trzema oddzielnymi, jednakowymi podzespo?ami.",2017,F03D  13/25; E02B  17/02; E02B  17/04; B63B  35/00; F03D  13/10
503206838,PL20170421568,"Mechanism for locking and releasing of the anchor chain connection with the anchor pile of the floating support structures, preferably of TLP type to be founded under wind turbines","Mechanizm do blokady i zwalniania po??czenia ?a?cucha kotwicznego z palem kotwicznym p?ywaj?cych konstrukcji wsporczych zw?aszcza typu TLP pod turbiny wiatrowe, ktÛry posiada spawany lub odlewany korpus (1), ktÛrego gÛrna cz??? jest w kszta?cie otwartego do gÛry sto?ka, ktÛrego kszta?t ze zmian? wysoko?ci ?agodnie przechodzi w kszta?t zbli?ony w przekroju do elipsy, by ostatecznie po??czy? si? z konstrukcj? dolnej cz??ci korpusu z zewn?trznymi ?ebrami usztywniaj?cymi. W ?cianach bocznych konstrukcji oraz w cienkiej ?ciance pomocniczej jest prostopad?y do nich przelotowy otwÛr, w ktÛrym umieszczony jest przesuwnie sworze? (3) po??czony z dolnym, krÛtkim ramieniem d?wigni trÛjramiennej (4), za? drugie rami? d?wigni (4) opiera si? o umieszczony pod nim w ?cinkach korpusu ko?ek (6) ograniczaj?cy k?t wychylenia d?wigni i tym samym wysuni?cie sworznia (3), a trzecie rami? d?wigni z zawieszonym na jego ko?cu obci??nikiem i przymocowan? link? (8), ktÛrej gÛrny koniec wyprowadzony jest ponad powierzchni? morza.",2017,E02D  27/42; E02D  27/06; F03D  13/30; E02D  27/50; F03D  13/25; E02D  23/16; F03D  13/10
503429540,CN201721777961U,Conveyer of marine wind power barrel,"The utility model relates to a conveyer of marine wind power barrel, including a supporting mechanism, the supporting mechanism includes the base, and the both sides central point at base minor axis direction place puts the stand that is equipped with vertical setting respectively, and the top of stand is equipped with the crossbeam, and the stand is equipped with the supporter respectively alongthe both sides at minor axis direction place, a coupling mechanism, coupling mechanism is equipped with a plurality of vaulting poles including arranging the circular -arc connector between base and the crossbeam in between connector and the base, a hanging beam mechanism, hanging beam mechanism place the top of supporting mechanism in, and hanging beam mechanism includes two lugs that the first from left right side set up, and the lug includes bottom plate, back plate, places the curb plate of bottom plate both sides in, and the curb plate that runs through two lugs is equipped with the hanging beam, the hanging beam place in position between two curb plates of lug be equipped with one along the hanging beam excircle circumference in sunken set up hang the groove, the hanging beam is equipped with spacing group with the hookup location of lug. The utility model has the advantages of simple structure, improve firm in connection nature, take place when preventing to hoist to rock.",2017,Y02E  10/72; B66C   1/10
503430254,CN201721256491U,Four marine flotation pontoons - flotation tank combination formula foundation structure,"The utility model belongs to the technical field of ocean engineering's foundation structure, disclose four flotation pontoons at the sea flotation tank combination formula foundation structure, including four the same flotation pontoons, four the same flotation tanks and a changeover portion pylon, four flotation pontoons arrange according to the consecutive quadrate that encloses of its centralpoint on the horizontal plane that every two adjacent flotation pontoons are connected by a flotation tank, and flotation tank edge length direction's central line passes the axis of its both ends flotation pontoon, the changeover portion pylon is connected on flotation pontoon and flotation tank upper portion, and the changeover portion pylon is used for connecting upper portion wind power equipment. The utility model discloses have gravity type foundation and suction bucket foundation's characteristics concurrently, when the bearing capacity improved, the transportation mounting means was simple and convenient, recoverable recycling, construction cost greatly reduced.",2017,E02D  27/42
503444623,MY2014PI01052,"FOUNDATION STRUCTURE OF AN OFFSHORE PLANT,IN PARTICULAR AN OFFSHORE WIND TURBINE, WHICH FOUNDATION STRUCTURE IS TO BE INSTALLED AT A LOW NOISE LEVEL,AND INSTALLATION METHOD THEREFOR","THE INVENTION RELATES TO A FOUNDATION STRUCTURE (1) FOR AN OFFSHORE PLANT, IN PARTICULAR AN OFFSHORE WIND ENERGY PLANT, HAVING AT LEAST ONE FOUNDATION ELEMENT WHICH CAN BE ANCHORED TO THE SEA FLOOR, PRECLUDING A GRAVITY FOUNDATION AND PRECLUDING A FLOATING FOUNDATION, AND A SUPPORT STRUCTURE (2) WHICH CAN BE ATTACHED THERETO TO FIX THE OFFSHORE PLANT. IN ORDER TO ACHIEVE A HIGH LEVEL OF ENVIRONMENTAL COMPATIBILITY FOR THE FOUNDATION STRUCTURE (1) DURING INSTALLATION AND TO ACHIEVE SIMPLE AND INEXPENSIVE INSTALLATION, IT IS PROPOSED THAT THE FOUNDATION ELEMENT IS A PILE (5) WHICH CAN BE INTRODUCED INTO THE SEA FLOOR BY BEING BORED AND/OR VIBRATED IN, WHICH CAN BE FIXED IN THE SEA FLOOR WITH AN ORGANIC AND/OR INORGANIC MATERIAL AND WHICH IS ORIENTED AT AN ANGLE TO A VERTICAL ON THE SEA FLOOR. THE INVENTION ALSO RELATES TO A METHOD FOR ASSEMBLING THIS FOUNDATION STRUCTURE (1) ON A SEA FLOOR (4), WHEREIN THE COUPLING ELEMENT (3) IS FIRST ANCHORED BY MEANS OF PILES (5) INSERTED IN THE SEA FLOOR (4), AND THE SUPPORT STRUCTURE (2) IS THEN ATTACHED TO THE COUPLING ELEMENT (3). (FIGURE 1)",2013,E02D  27/12; E02D  29/06; E02D  27/425; E02D  27/525; E02D  27/42; E02D  27/52; E02D  29/09
503447181,CN201820462006U,A sealing mechanism that is used for outer shell type corrosion preventing device of a tower section of thick bamboo,"The utility model relates to a sealing mechanism that is used for outer shell type corrosion preventing device of a tower section of thick bamboo, corrosion preventing device includes shell mechanism,shell mechanism includes the clamp body and the lower clamp body, it sets up a formation cavity that holds the embedding of a tower section of thick bamboo with the lower clamp body in opposite directions to go up the clamp body, sealing mechanism is including arranging in, the sealing strip of lower clamp body both sides end, the sealing strip is including arranging in, down clamp body medial surface sealing an and arrange the sealing b of sealing a tip in, sealing an is circle arc structure, sealing b is U type column structure, and on, the side of the clamp body sets up in sealing b alongimbedding down. The utility model has the advantages of simple structure, carry high leakproofness can, the life of an extension tower section of thick bamboo.",2018,F03D  13/25; F03D  80/00
503448364,CN201820431282U,Controllable drive generator system of electronic sail,"The utility model discloses a controllable drive generator system of electronic sail, this system include battery, two -way DCDC transform module, motor system, fan, sail, sail detection module, integrated control ware and energy monitoring module etc.. The utility model discloses be in the same place the motor with fan wheel is integrated, designed a novel wind turbine generator system structure.The utility model discloses control motor work realizes electronic sail navigational aid, the function that turns to and generate electricity at electronic generating state under different wind regime. Motor and fan wheel integrated integral structure not only can reduce cost, practice thrift the space on the sail moreover, realize entire system drive properties's optimization simultaneously through control system.",2018,F03D   9/25; H02J   7/14; F03D   1/06; H02J   7/00; F03D   9/32; B63H   9/04
503453375,CN201820518029U,Coupling assembling and wind generating set basis,"The utility model provides a coupling assembling and wind generating set basis. Coupling assembling includes: the foundation ring includes the pylon connecting portion be connected with the wind generating set pylon and is supported the last flange on the wind generating set basis, the anchor slab is disposed under the foundation ring to part the predetermined distance with the foundation ring, many crab -bolts, the upper end and the lower extreme of crab -bolt are connected with foundation ring and anchor slab respectively. According to the utility model discloses a coupling assembling can improve anchoring effect effectively, consequently can improve the connection reliability on wind generating set pylon and wind generating set basis.",2018,E02D  27/42
503456784,CN201810665370,CantiLever crane type trawLer of improved structure,"The invention provides a cantiLever crane type trawLer of an improved structure, and beLongs to the technicaL fieLd of ships. The trawLer comprises a trawLer body structure and two trawL cantiLever cranes; a mast body is arranged on the trawLer body structure, the mast body comprises a pLatform and a supporting frame, the Lower ends of the two trawL cantiLever cranes are hinged to the two sides ofthe trawLer body structure, the trawL cantiLever cranes are controLLed by an eLectric winch on the pLatform to rotate, a fLoating mechanism is arranged at the tops of the trawL cantiLever cranes, thefLoating mechanism comprises a fLoating box, a hydrauLic Lifting pLatform is arranged at the Lower side face of the fLoating box, a Lifting pLate is arranged at the Lower end of the hydrauLic LiftingpLatform, the four sides of the Lifting pLate are each provided with a first through hoLe, a sLiding rod is inserted into each first through hoLe, a baffLe is arranged at the upper end of the sLidingrod, the Lower ends of the sLiding rods penetrate through the first through hoLes, and fLoating bodies are fixedLy connected to the ends, a reset spring is arranged at each sLiding rod, and a piezoeLectric ceramic board is arranged at the bottom of each fLoating body. The fLoating mechanism achieves the better supporting effect during trawLer operation, and the trawLer can be used for power generation and is environmentaLLy friendLy.",2018,B63B  35/18; F03D   9/11; F03D   9/32; F03B  13/22; F03D   9/008
503485983,LU20180100996,PANNEAU D…CORATIF POUR RECEVEURS DE DOUCHE,"Panneau dÈcoratif pour receveurs de douche II est proposÈ un nouveau panneau dÈcoratif pour receveurs de douche formÈ d'un panneau (1) polymÈrique d'une matiËre thermostable ou de surface solide, dont les surfaces extÈrieures sont recouvertes d'un motif dÈcoratif (2) imprimÈ sur lesdites surfaces extÈrieures avec une encre transfÈrÈe audit panneau (1) par sublimation dans une chambre ‡ vide sous des conditions de tempÈrature, pression et temps prÈdÈterminÈes. Le panneau (1) prÈsente une zone pÈrimÈtrale (3) plus Èpaisse et au moins une zone non pÈrimÈtrale (4) de moindre Èpaisseur, o˘ la finition de toutes les surfaces du panneau (1), recouvertes par le motif dÈcoratif, est uniforme. Dans une mise en úuvre alternative, le panneau (1) pour receveurs de douche peut Ítre recouvert de deux ou plusieurs motifs dÈcoratifs (2) dans des zones diffÈrentes du panneau (1).",2018,E02B  17/0034; A47K   3/40; B44C   5/0461; B63B  27/30; F03D  13/25; B41M   5/035; B44C   5/04; E02B   3/26
503485987,NL20182021125,Split crane for installation of wind turbines and other tall structures,"The present invention relates to a method for installing a wind turbine or other tall structure at a target location at sea, the method comprising: ó providing an installation vessel comprising at least one crane, wherein the crane comprises a right boom part and a left boom part, wherein a space is present between the right and left boom part, ó lifting a tall structure part, in particular the nacelle assembly, with the crane, wherein in top view the tall structure part is supported at least partially between the right and left boom part by one or more hoist lines extending from the right and left boom part to the tall structure part.",2018,B63B  35/00; B63B  35/003; B66C  23/52; B66C  23/64
503673955,ES20100800110T,Dispositivo costa fuera de almacenamiento de energÌa,"Dispositivo costa fuera de almacenamiento de energÌa (10), que almacena energÌa como energÌa cinÈtica rotatoria, que comprende un medio de conversiÛn (16), una parte central alargada, vertical (14), que puede rotar alrededor de su eje longitudinal, un medio flotante dispuesto para mantenerla vertical y flotando, una rueda volante (28) dispuesta concÈntricamente alrededor de la parte central y unos medios de anclaje (15) por debajo de la rueda volante (28) de anclaje al lecho marino (18), en el que el extremo superior (29) de la parte central (14) puede moverse libremente, caracterizado por que se proporciona una bomba para mover agua entre la rueda volante (28) y la parte central (14).",2010,F03D   3/00; F03G   3/08; F05B2240/93; F03D   3/005; H02K   7/02; H02K   7/025; F05B2240/95; Y02E  10/725; F03D   9/12; H02K   7/18; F03D   9/25; F03D   9/28; Y10T  74/2119; F03D   9/10; F03D  13/25; H02K   7/1853; Y02E  10/727; Y02E  60/16
503740826,CN201820500875U,Wind turbine generator system finish rolling steel bar anchoring prevents disconnected structure in basis,"The utility model discloses a wind turbine generator system finish rolling steel bar anchoring prevents disconnected structure in basis, including excelling in crab -bolt, adapter sleeve, locknut, support sleeve, fixation nut, locknut, adapter sleeve be the upper portion of screw in finish rolling reinforcing bar in proper order sequentially, and after treating the adapter sleeve screw in, needs screw up locknut is reverse to avoid being connected not hard uply between adapter sleeve and the finish rolling reinforcing bar, the crab -bolt of excelling in screw is tightened on the adapter sleeve, waits to tighten the back, and the support sleeve suit is in the crab -bolt of excelling in, and its bottom conflicts in tower bobbin base portion flange, and support sleeve covers the upper portionof adapter sleeve, locknut and finish rolling reinforcing bar simultaneously, and excels in and stretch out support sleeve outside the upper portion of crab -bolt to twist the fixation nut pretensionof stretching. The utility model discloses a continue for the finish rolling reinforcing bar and connect one section crab -bolt of excelling in, improve the solid anchor and concrete the stretch -draw performance of constructing, can avoid the loss of stretch -draw pretightning force, improve basic tired bearing capacity.",2018,E02D  27/42
503745221,CN201820588696U,Wave compensation boats and ships are stepped on and are taken advantage of device,"The utility model provides a wave compensation boats and ships are stepped on and are taken advantage of device, including fore -and -aft gangway, articulated element, manipulator, the one end of fore-and -aft gangway is passed through the articulated element and is connected in the support of on -board with fixing to set up, and the other end and the manipulator of fore -and -aft gangway are connected, the articulated element includes a horizontal turning shaft, a perpendicular hinge and two falling hinges, horizontal turning shaft, perpendicular hinge and falling hinge connect gradually, the articulated element passes through horizontal turning shaft is connected with the support, the articulated element passes through the falling hinge with the fore -and -aft gangway is connected, after the marine wind power machine was connected to the fore -and -aft gangway, during ship rolling, fore -and -aft gangway accessible horizontal turning shaft makeed the fore -and -aft gangway remain stationary, when boats and ships horizontal displacement, the perpendicular hinge of fore -and -aft gangway accessible makes the fore -and -aft gangway remain stationary, when boats and ships were dull,fore -and -aft gangway accessible falling hinge makeed fore -and -aft gangway and boats and ships remain stationary, can compensate the wave from this, improved the stability of being connected between fortune dimension ship and the marine wind power machine.",2018,B63B  27/14
503747856,CN201820651685U,Riverway water administers and uses rubbish cleaning boat,"The utility model discloses a riverway water administers and uses rubbish cleaning boat, which comprises a ship body, the internally mounted of hull has the third motor, the hull internally mounted ofthird motor one side has storage battery, the hull surface of a storage battery survey installs the collecting box, the hull internally mounted of collecting box one side has the second motor, aerogenerator is installed to the top of hull, the internally mounted of ceiling has solar cell panel, the operation panel is installed to the hull top of seat one side, the mounting panel is installed through the backup pad in the both sides of hull, the surface mounting of action wheel and follow driving wheel has the conveyer belt, first motor is installed to the top of mount pad, the surface mounting of clearance axle has the stripper bar. The utility model discloses a set up mounting panel, conveyer belt, stripper bar, first motor, second motor, solar cell panel, storage battery, aerogeneratorstructure, solved low with the energy -concerving and environment -protective inadequately problem of rubbish cleaning boat work efficiency.",2018,F03D   9/11; E02B  15/10; H02J   7/35; B63B  35/32
503766510,CN201721858322U,A hanging device is pull in automatic protection for fan blade maintenance,"The utility model provides a hanging device is pull in automatic protection for fan blade maintenance, its characterized in that, the novel hanging device of pulling that should be used for the fan tomaintain, including work platform, first pulley stabilizing device, a locking mechanism, depended wheel mechanism, telescopic machanism, connection bridge, first pulley, cabin, second pulley, gallows, depended wheel, second pulley stabilizing device and the 2nd locking mechanism, work platform left side one end is fixed and is provided with first pulley stabilizing device, the fixed locking mechanism that is provided with of first pulley stabilizing device right side one end. The utility model discloses a set up first pulley stabilizing device, a locking mechanism, first locking groove, second locking groove, first pulley and second pulley, but solved the reducing anchorage device of original technological fan maintenance and do not installed the problem of preventing the device and coming off, pass through secondary fixation for structural stability is the reinforcing greatly, make convenient operation and security high, practiced thrift the cost, improved the security performance.",2017,B66F  11/00; F03D  80/50
503773219,CN201820699248U,A resistance shoe is fallen certainly for marine wind power fortune dimension platform,"The utility model relates to a resistance shoe is fallen certainly for marine wind power fortune dimension platform, including shoe body, transfer line and rotating electrical machines, the shoe bodyis both ends face cylindrical and the shoe body and is the taper surface, and the axis department of shoe body has the mounting hole just the external diameter looks adaptation of the internal diameter of mounting hole and the spud leg of locating fortune dimension platform, have in the lateral wall of shoe body along the through -hole of the axial setting of shoe body, through -hole and shoe bodysliding connections are worn to locate by the transfer line, have on the inner wall of through -hole along the spout of the axial setting of through -hole, the protrusion has the slider just on the outer wall of transfer line slider embedding spout and spout sliding connections, the rotating electrical machines inlays in the lateral wall of locating the shoe body and the lower terminal surface ofshoe body is stretched out in the pivot of rotating electrical machines, and the top of rotating electrical machines has the bottom that contact switch and contact switch stretched into the spout. Through the be convenient for pile pulling operation of pivot dig.",2018,E02D   5/72
503773231,CN201820699277U,A environment -friendly fortune dimension platform for offshore wind turbines,"The utility model relates to an environment -friendly fortune dimension platform for offshore wind turbines, including platform body and polylith curb plate, the platform body includes plywood, double-screw bolt, filter screen and seal ring, the quantity of plywood is more than three and every block of plywood all has a through -hole, the range upon range of setting of plywood more than three andpassing through the double -screw bolt is fixed mutually, all is equipped with between two blocks of adjacent plywoods filter screen and seal ring, the filter screen lies in inside the space that seal ring enclosed with the one deck, a tip of curb plate and the edge hinged who lies in the plywood of the top, the curb plate the both sides of a tip are fixed with respectively and are square stopper. Plywood and the sewage on the filter screen messenger platform through crisscross range upon range of setting obtain discharging after the filtration layer upon layer again, reduce the pollution tothe sea water.",2018,E02B  17/00; F03D  80/50
503773407,CN201820699962U,Electronic type marine wind power fortune dimension ship of highlight conversion rate,"The utility model relates to an electronic type marine wind power fortune dimension ship of highlight conversion rate, construct and the propeller including hull, current collection mechanism, power machine, current collection mechanism includes outer loop, inner ring, solar cell panel and battery, power machine constructs including distributor and power converter, the outer loop is on a parallelwith last fixed surface in the top of hull of hull, both ends that the inner ring is close to prelude and the afterbody of hull respectively with the inner wall rotatable coupling of outer loop, solarcell panel and inner ring rotatable coupling, battery, distributor and power converter all install in the inside of hull, the propeller is installed in the afterbody of hull, solar cell panel loops through battery, distributor and power converter and is connected with the propeller electricity. It is energy -concerving and environment -protective, have the low noise, vibrate advantages such as weak, solar cell panel can not follow the hull swing for solar cell panel can keep the angle of inclination with sun incident angle looks adaptation.",2018,B63H  21/00; H02J   7/35; B63B  35/00
503809726,US201815958578,Offshore non-driven-in large-diameter monopile foundation structure and construction method,"The present invention relates to an offshore non-driven-in large-diameter monopile foundation structure and a construction method. An object of the invention is to provide an offshore non-driven-in large-diameter monopile foundation structure with simple structure, convenient construction and clear mechanic behavior, and a construction method. The technical solution adopted by the invention is as follows: an offshore non-driven-in large-diameter monopile foundation structure suitable for rock foundations is characterized in that a drilling hole is drilled in a rock foundation, a large-diameter monopile is implanted into the drilling hole, the bottom of the large-diameter monopile is sealed by underwater bottom-sealing concrete, and the gap between the outer wall of the large-diameter monopile and the hole wall of the drilling hole is filled with a grouting material goofed by a grouting system that is preset inside the large-diameter monopile. The invention is applied to offshore wind power and other industries.",2018,E02D  29/09; E02B2017/0091; E02D  27/12; E02D  27/42; E02D  27/525; E02D  27/425; E02D   5/40; E02B  17/00; E02D  27/52; E02D  29/06; F03D  13/25; E02D  15/06; E02D2250/0076
503927038,CN201820740965U,High pile platform wind turbine foundation of marine steel construction device of taking one's place,"The utility model discloses a high pile platform wind turbine foundation of marine steel construction device of taking one's place, including steel cushion cap, take one's place stake, piling bar, thecushion cap center that an is provided with section of thick bamboo is run through to the centre of steel cushion cap, and cushion cap center barrel casing is arranged in the stake of taking one's place, the inboard symmetry in upper portion of stake of taking one's place is provided with a pair of otic placode more than and, all has planted and has sold the axle in the centre of otic placode, sell epaxial and all be provided with the lower part rotation wedge that can wind its free rotation, it is provided with the accessible lower part and rotates the supporting beam frame that wedge carries out the block location to take one's place the inside of stake, the steel cushion cap is realized with compressing tightly of lower part rotation wedge, a supporting beam frame fixedly through the fixed wedge of cushion cap. The utility model discloses take one's place on can realizing the high pile taiwan straits of pre -fabricated steel frame to ensure quick, the accurate pile sinking of eachpiling bar of cushion cap, having the structure, to pass power reasonable clear and definite, and construction reliable and simple's advantage can improve operation speed greatly, save marine construction cost, reduce the operating risk.",2018,E02D  27/14; E02D  27/52; E02D  27/42
503936561,CN201820470302U,A alongside access bridge device that is used for marine wind power fan fortune dimension ship,"The utility model discloses an alongside access bridge device that is used for marine wind power fan fortune dimension ship, include the clamping mechanism who sets up at the ship bow and draw bridgecrane and construct, clamping mechanism and draw the luffing cylinder that bridge crane constructs and trun into passive compensation to afterwards, can flexiblely compensate the hull fluctuation thatthe wave brought, the hull rolling, the pitch, it constructs through luffing cylinder control angle to draw bridge crane, and stretching out and withdrawing through the flexible flexible pavement ofcylinder control of pavement, make working ship can carry out the operation in the wave, improve weather, the adaptability of sea situation, the efficiency of the staff step on the security of climbing the fan with is improved, the danger that the reduction probably results in for misoperation because of the people.",2018,B63B  27/14
503942381,CN201820398795U,A firm support for wind power generation,"The utility model relates to a wind power generation technical field, and disclose a firm support for wind power generation, including the base, the inside bottom fixedly connected with of base placesthe seat, places the upper surface fixedly connected with counter weight platform of seat, the outside equal fixedly connected with connecting block in both sides of counter weight platform, and theupper surface fixedly connected with mounting panel of base, the both sides on mounting panel surface are all seted up and are run through and extend to the inside fixed slot of base, and the internalthread of fixed slot is connected with fixing bolt. This a firm support for wind power generation through setting up bower anchor pole and grasp, utilizes grasp fixed area in bower anchor pole both sides big, grabs the big characteristics of power, with the withdrawal resistance of similar ship anchor effect, can provide very big withdrawal resistance in soil, has improved the anchor power of soil layer bower anchor pole greatly, improves the degree of depth in the structural stability grasp engaging -in subsoil, and is fixed respond well, has guaranteed this a firm support for wind power generation's practicality.",2018,F03D  80/00; F03D  13/20
504001798,DK20140710564T,FremgangsmÂde og indretning til affugtning af den indre luft i offshore-installationer,NULL,2014,F24F   3/14; B01D  53/261; B01D2279/35; F05B2260/64; F24F   7/065; B01D  46/0036; B01D  53/06; F05B2240/94; F24F   3/1423; F24F2003/1446; F03D  80/60; Y02E  10/72; B01D2257/80; F03D  80/00; F24F2003/144
504002189,DK20140828337T,Saddel- og krogsystem,NULL,2014,F03D  13/22; B63B  75/00; E02B2017/0047; E02B2017/0065; E02D  27/425; F03D  13/10; B63B  35/003; E02B2017/0091; F05B2240/95; E02D  27/14; Y02E  10/727; F03D  13/25; B63B  35/28; B66C   1/56
504060592,DE201710119635,Elektrische Kupplung zur Anbindung einer Windenergieanlage an ein Stromnetz,"Kupplung (10) zur Anbindung einer Windenergieanlage an ein Stromnetz mit einem ersten Tr‰ger (20) mit wenigstens einem ersten elektrischen Steckverbinder (30), und einem zweiten Tr‰ger (40) mit wenigstens einem komplement‰r zum ersten elektrischen Steckverbinder (30) ausgebildeten zweiten elektrischen Steckverbinder (50), wobei der erste Tr‰ger (20) und der zweite Tr‰ger (40) drehbar zueinander eingerichtet sind, dadurch gekennzeichnet, dass wenigstens einer der Steckverbinder (30) zum Ausbilden und Trennen einer elektrischen Steckverbindung relativ zum anderen Steckverbinder (50) quer zur Ebene der Tr‰ger (20, 40) verfahrbar eingerichtet ist und die Steckverbinder (30, 50) sowohl im miteinander verbundenen Zustand als auch im voneinander getrennten Zustand gegen das Eindringen von Feuchtigkeit abgedichtet sind.",2017,F03D  80/85; F05B2260/64; F03D  80/82; F05B2240/57; F05B2250/411; F03D   7/02; F03D  13/20; F03D  13/25; F03D  80/00; F05B2240/95
504066279,US201815996085,Device and a ship for maintaining an offshore wind turbine,"A maintenance device for maintaining an offshore wind turbine, the device being suitable for pressing against and traveling along the pylon of the wind turbine. The device includes a maintenance platform including a preferably U-shaped notch so that the pylon of the wind turbine can penetrate into said notch and travel means for causing the maintenance platform to travel along the pylon of the wind turbine. The travel means comprising a plurality of motor-driven crawlers arranged under said maintenance platform so that when the pylon of the wind turbine is placed in said notch with the vertical longitudinal axis of the pylon of the wind turbine perpendicular to the work plane of said maintenance platform.",2018,E02B  17/00; E04G   3/243; E04G   3/28; B62D  55/06; F03D  13/25; F05B2230/61; B66C  23/185; B66C   3/20; B66C2700/01; F03D  80/50; B63B  35/00; E02B  17/0034; E04G   3/24; E04G2003/286; B62D  57/024; B66C  23/18
504103840,CN201810873948,Single-column type offshore power generation device,"The invention discloses a single-column type offshore power generation device. The single-column type offshore power generation device comprises a foundation block, wherein sliding plates are fixedlyconnected to the left side and the right side of the top of the foundation block, sliding sleeves are movably connected to the surfaces of the sliding plates, the two sliding sleeves are fixedly connected through a fixing plate, a threaded rod is fixedly connected to the middle point of the top of the fixing plate, and the tops of the two sliding plates are fixedly connected through a placing plate. According to the single-column type offshore power generation device, the sliding plates, the sliding sleeves, the fixing plate, the threaded rod, the placing plate, a connecting base, a sliding block, balls, a fastening bolt, a threaded sleeve, a rotating handle and a fixing sleeve are arranged to be matched with a supporting column, so that the height of the single-column type marine power generation device can be adjusted, the height can be adjusted in time according to the water level of the seawater, the obstruction of the water level to a fan blade is avoided, and therefore normal operation of the single-column type offshore wind power generation is guaranteed.",2018,F03D  80/00; F03D  13/25; F03B  13/14; F03B  11/00; H02J   7/35
504173147,CN201820085085U,Aerify fixed marine wind power pylon of transportation water pressure stake basis,"The utility model discloses an aerify fixed marine wind power pylon of transportation water pressure stake basis, including roof and support column, the kelly links to each other with the inserted barjoint, the outer wall of kelly is equipped with the sleeve, telescopic right -hand member links to each other with the frame is fixed, the upper end of kelly is equipped with the pull ring, the lowerextreme outer wall of kelly is equipped with the draw -in groove, the kelly links to each other with the draw -in groove joint, the left end of inserted bar is equipped with the lead screw, the leftend of lead screw is equipped with and changes the handle, the right -hand member of kelly is equipped with the slider, the outer wall of slider is equipped with the spout, the slider links to each other with spout slip joint. The wind power tower base through the cooperation of roof and support column, through the cooperation of kelly with the slider, through the cooperation of slider with the spout, can the high -speed joint is fixed be assembled to this aerify fixed marine wind power pylon of transportation water pressure stake basis, can avoid because the wind action makes the tower body unstable, and the practicality is strong.",2018,F03D  13/25; F16F  15/04
504208253,BE20180005794,INRICHTING VOOR HET OP EEN DEK VAN EEN VAARTUIG ONDERSTEUNEN VAN EEN AANTAL LANGWERPIGE ELEMENTEN IN LIGGENDE TOESTAND,"Beschreven wordt een inrichting voor het op een dek van een vaartuig ondersteunen van een aantal langwerpige elementen in liggende toestand. De inrichting omvat een aantal onderling parallel verlopende langwerpige steunstructuren, die elk twee, in een lengterichting van de steunstructuur op afstand van elkaar geplaatste en met het dek verbonden, steundelen voor omtreksdelen van een element omvatten. De inrichting omvat verder verplaatsingsmiddelen die zijn ingericht om een in een steunstructuur opgenomen element ten opzichte van het dek en evenwijdig aan het dek te verplaatsen in de liggende toestand. Met de inrichting kunnen langwerpige elementen binnen het bereik van een hijskraan worden gebracht.",2018,F03D  13/25; F03D  13/40; B63B  75/00
504238302,CN201820379156U,Prefabricated component concrete tower frame wind turbine foundation structure,"The utility model discloses a prefabricated component concrete tower frame wind turbine foundation structure, this foundation structure includes: the integral structure body that the cushion cap lifting hook of tower crane body was pour for reinforced concrete, its bottom is flat structure's cushion cap, and the middle part on cushion cap upper portion is cylindrical structures's concrete tower frame, evenly being equipped with a plurality of anchor rope passageways in the concrete tower frame wall, all setting up a set of anchor rope subassembly that excels in in every anchor rope passageway,concrete tower frame top surface is steel construction pylon bottom installation face, encircleing the distribution of concrete tower frame periphery above the cushion cap and setting up a pluralityof prefabricated longerons, every prefabricated longeron is through a set of prefabricated longeron coupling assembling and cushion cap and pylon fixed connection. The utility model discloses a pylonwind turbine foundation result that prefabricated component and concreting structure matched with mode were made can the effectual reduction construction degree of difficulty to prefabricated component is under the condition of batch production production, and construction cycle shortens greatly, has also saved the engineering time on cost -effective basis.",2018,E02D  27/14; E02D  27/42
504259057,CN201820595570U,Float anchoring base under water of formula ocean wind power generation platform,"The utility model provides a float anchoring base under water of formula ocean wind power generation platform, including thoughtlessly congealing the base that geomaterials made, base inside is provided with many and violently indulges crisscross reinforcing bars, it has a plurality of vertical first through -holes to open on the base, the base is opened in the outside of all first through -holescircumference has a plurality of obliquely second through -holes, all fix in the first through -hole and in the second through -hole and insert the stake axle of establishing downwardly extending, theequal vertical setting of stake axle in the first through -hole, stake axle in the second through -hole 41 all outwards heels and sets up to one side. The utility model discloses rational in infrastructure, construction convenience through many vertical stake axles and the many batter pile axles that incline, has good horizontal force resistant ability.",2018,E02D  27/42; E02D  27/50; E02D  27/52
504261034,CN201820477496U,Large -scale wind generating set cabin sea transport device,"The utility model discloses a large -scale wind generating set cabin sea transport device, including base, cushion and fixed block, two the fixed block welds in parallel to each other on the base, andthe pad welding is on the base, and the cushion is located between two fixed blocks to be parallel to each other with the fixed block, the fixed block includes bottom plate, supporting shoe and stopper, the bottom plate welding is on the base, and two supporting shoes weld at the both ends of bottom plate, and the stopper is fixed in between two supporting shoes, be equipped with the toper pieceon the supporting shoe, be equipped with the fixed orifices on the toper piece. Compared with the prior art, the utility model, its simple structure is reasonable, and convenient to use has solved marine hoist and mount in large -scale generator cabin and the difficult scheduling problem of transportation.",2018,F03D  13/40
504262218,CN201820508209U,Marine wind power generation equipment,"The utility model discloses a marine wind power generation equipment, including the base with locate the fixed frame on base top, fixed frame one side opening is equipped with the spout, and all is equipped with the slide bar of vertical symmetric placement in the spout, base top and lie in spout one side and be equipped with the rotating electrical machines, and be equipped with rotatable baffleand first driven baffle and the driven baffle of second in the fixed frame respectively, the rotatable baffle bottom is equipped with the fixed rotatory foot stool that vertical symmetry set up, fixedrotatory foot stool bottom is connected with fixed frame top. Beneficial effect: through convenient to use person to the flexible of solar panel with place, reduced the resistance, reduced the consumption of diesel oil, guarantee the navigation safety of boats and ships, improved the stability of ship, reduced the consumption of resource, environmental protection, and under carousel cooperation solar energy inductor and fixed frame, solar panel, aerogenerator's the effect, realized that the solar energy inductor detects solar position, gives the carousel with the information transport to therotation of control carousel.",2018,H02S  30/10; H02S  10/12; F03D   9/32; H02S  20/32
504268024,CN201820738465U,Marine product is equipped with generating function's wind power detection device,"The utility model provides a marine product is equipped with generating function's wind power detection device relates to the wind power detection field. A marine product is equipped with generating function's wind power detection device, includes the voltage ware, the middle part fixedly connected with support column at voltage ware top, the equal fixedly connected with generator in both sides atvoltage ware top, send out motor input shaft's the fixed belt pulley that has cup jointed in the outside, there is the carousel at the positive top of support column through pivot swing joint, the positive middle part fixedly connected with belt pulley of carousel. Here device through the size adjustment that the rotational speed of wind -engaging paddle and carousel can be done all can with thewind, makes wind -engaging paddle pivoted resistance when wind -force is too big reduce when using by a wide margin, makes the rotational speed of carousel faster, and the input shaft that makes the carousel can drive the generator rotates fast, makes the generator electricity generation to it can be in the characteristic of operation steady in a long -term under the condition of not having external power supply to make this device possess.",2018,F03D   9/11; F03D   7/02; F03D   1/06
504272935,CN201820664954U,Marine fan intelligent control ware,"Marine fan intelligent control ware, including fan control ware main part, bearing bracket, double -screw bolt, nut, baffle, rocking handle, fan control ware main part each side installation baffle, baffle side -mounting two nuts, the nut is installed on the double -screw bolt, and respectively install on the bearing bracket at both ends about the double -screw bolt, double -screw bolt lower extreme installation rocking handle, the utility model has the advantages that: height adjusting function has.",2018,F03D  80/00
504286482,CN201820469693U,Multiangular frame foundation for offshore wind power generator,"The utility model provides a multiangular frame foundation for offshore wind power generator, including stand, stand seat, tray deck, exhaust hole, screw, spud leg and spread groove, the stand bottomis equipped with the stand seat, and the recess is seted up at stand seat top, stand fixed connection is in the recess of stand seat top, the tray deck bottom is provided with four group's main supports through the welding, and the main support bottom all is provided with the support foot, welded fastening middle part one side in another group's main support is passed through at the assistant support top, the support foot is inside sets up the recess, and the support foot all is fixed in the spud leg top through the recess parcel, the main support is unanimous with assistant support structurethe same size, constituted the isosceles triangle structure through welding four group's main supports with the assistant support, and the main support is unanimous with the assistant support atress,has greatly increased the stability of support body.",2018,F03D  13/25
504289543,CN201820356996U,FPSO single point mooring detection device,"The utility model discloses a FPSO single point mooring detection device, including mooring arrangement and flotation pontoon, mooring arrangement and flotation pontoon pass through mooring hawser tobe connected, and the bottom of flotation pontoon is provided with a plurality of anchor chains, and the surface of anchor chain is provided with the aquatic flotation pontoon, and the bottom of flotation pontoon is provided with the carousel, and the both sides of flotation pontoon are provided with a plurality of slip bracing pieces, and the both sides of flotation pontoon are provided with solar cell panel. Through setting up a power generation facility, second wind -force power generation facility, third wind -force power generation facility and fourth power generation facility, not only can weaken wind -force to the effect of blowing of capstan head, improve the stability of capstan head to can convert wind -force into power, improve the energy -conserving effect of device. The utility model relates to a rationally, simple structure, safe and reliable, convenient to use, practicality be high, has the fine value of using widely.",2018,F03D   9/25; B63B  22/00
504303060,CN201820258477U,Bucket foundation with adjustablely prevent bucking device,"The utility model belongs to the technical field of the marine wind power basis, a bucket foundation with adjustablely prevent bucking device is disclosed, be provided with the adjustable bucking device of preventing in the space that steel sheath skirt and concrete top cap are formed, adjustablely prevent that the bucking device constitutes by setting up in the indoor unit support of each subdivision, unit support becomes the support to the steel sheath skirt in place branchs cabin with the subdivision plate -type and is just reciprocated by hoisting equipment's wire rope hanging, in bucket foundation was through inside and outside pressure differential effect sinking process, the monitored control system that sinks voluntarily calculated unit support's the length of transferring according to going into the mud depth gauge to the position of real -time adjustment unit support makes each layer unit support spaced evenly distributed in not income mud part of bucket foundation all the time. The utility model discloses can be in bucket foundation sinking process, mud degree of depth automatic adjustment is adjustable prevents the bucking device according to going into, for the sheathskirt provides suitable rigidity, prevents effectively that the sheath skirt from taking place the bucking, reduces the bucking and destroys the risk.",2018,E02D  27/52; E02D  31/08
504304821,CN201820279854U,Convenient adjusting device of marine pile,"The utility model relates to a marine wind power technical field that is under construction, concretely relates to convenient adjusting device of marine pile, include the pile die carrier, play a pilesleeve section of thick bamboo, adjust crown plate, leveling drive arrangement and prevent sinking the board, at least, the three pile sleeve of a beating section of thick bamboo is connected with the pile die carrier, and every is played a pile sleeve section of thick bamboo and sets up the edge at the pile die carrier respectively, and every upper end opening part of playing a pile sleeve section of thick bamboo is provided with the guide part, the adjustable ring sleeve -board is established and is being beaten the lower tip of a pile sleeve section of thick bamboo, prevents sinking beingequipped with on the board through -hole, and at least one leveling drive arrangement is connected with adjusting the crown plate and prevent sinking the board respectively, and the steel -pipe pile is beaten in the pile sleeve section of thick bamboo along the guide part entering to get into the sea bed face from the through -hole. In this scheme, the pile in -process, the vertical precision of pile die carrier can adjust, guarantees the vertical precision of pile, avoids the phenomenon of ' card stake ' that the pile process probably results in, in addition, the span of pile die carrier is adjustable, can betterly adapt to the pile demand of different span pile die carrier, saves a large amount of steel.",2018,E02D   7/16; E02D  13/04
504305007,CN201820283304U,Compact offshore wind turbines dynamic reactive power compensation device,"The utility model relates to a compact offshore wind turbines dynamic reactive power compensation device, its magnetic control reactor adopt set formula valve control system, and are oily formula structure, including big oil tank and little oil tank, lard incasement dress reactor body, little oil tank installs valve control system inside, big oil tank and little oil tank formula structure as an organic whole, electric UNICOM and inside transformer oil mutual isolation between the two, magnetic control reactor side cable outlet sets up dry -type cable joint, magnetic control reactor side has water chiller, and water chiller has the capsule type rather than the integrated design to store up oil tank including the square cold water coiled pipe of cloth in big oil tank surface, the big upper oil tank of magnetic control reactor, the magnetic control reactor is furnished with automatic control. The utility model discloses compact structure, be difficult for the seepage, it need not to install in indoor or airtight space, is fit for installing in a offshore wind turbines tower section of thick bamboo to installation space can be saved greatly in accessible or the installation of contactsea level.",2018,H01F  27/02; H01F  27/29; H01F  27/40; H02J   3/18; H01F  27/14; H01F  27/16
504396975,KR20170062730,Vertical wind generator,"According to an embodiment of the present invention, provided is a vertical type wind power generator, which comprises: a generator connected to a vertically formed rotating shaft; a gear box having a drive gear driving the rotating shaft; a control unit connected to the generator; a storage battery charged and discharged by being interlocked with the control unit; a first housing installed on the ground; a cylindrical second housing rotating by being coupled to the rotating shaft; a plurality of rotating wings spaced from each other along the outer circumferential surface of the second housing; a plurality of external wings formed to alternate with the rotating wings; and a floating wing coupled to the upper side of the second housing. The first housing has the generator, the gear box, the control unit, and the storage battery.",2017,F03D  17/00; F03D  15/00; F03D   3/00; F03D   9/11; F03D   3/06; G09F  19/12; E01F   9/65
504398585,KR20170061540,Wind Turbine Installation Vessel,"Disclosed is a wind power generator installation ship. According to one embodiment of the present invention, the wind power generator installation ship comprises: a fastening projection disposed to protrude outward from legs of a working deck or a mother ship; and a fastening member rotationally disposed in the other one of the legs and the mother ship, rotating by being engaged with the fastening projection when the mother ship enters between the legs, and coupled to the fastening projection. Accordingly, the entry of the mother ship is limited by allowing the fastening projection to be fastened with the fastening member.",2017,F16B   4/00; F03D  13/25; F16B   2/20; B63B  35/00
504398735,KR20170061570,MARINE STRUCTURE INSTALLATION VESSEL,"The present invention relates to a marine structure installation vessel, comprising: a mother ship module movable in the sea, provided with a first rail at the top portion thereof, and arranged with one end and the other end of the first rail to the rear end thereof; and a crane module selectively separated from and coupled to the rear end of the mother ship module, provided with a second rail on the top portion thereof, and arranged with one end and the other end of the second rail at the front end thereof.",2017,B63B  27/30; E01B   7/00; F03D  13/40; B63B  27/10; F03D  13/25; E01B  25/00; E01B   5/02; B63B  27/22; B63B  35/00; B63B  35/003
504399707,KR20170061534,Wind Turbine Installation Vessel,"Disclosed is a wind power generator installation ship. According to one embodiment of the present invention, the wind power generator installation ship comprises: a fixing block located in a hull of a stern portion of a mother ship in general and coming in contact with a leg by protruding outward from the mother ship to fix the hull of the mother ship with respect to the leg when the stern portion of the mother ship enters the lower portion of a working ship; and an oil pressure unit selectively moving the fixing block in accordance with a shape of the leg.",2017,B63B  35/00; F03D  13/25; F03D  13/40; F15B  15/14
504399822,KR20170061571,MARINE STRUCTURE INSTALLATION VESSEL,"The present invention relates to an offshore structure installation ship, which comprises: a mother ship module moving on the sea and having a first rail disposed in an upper portion to face a front end and a rear end; a crane module selectively detached from and coupled to the rear end of the mother ship module and having a second rail disposed in the upper portion to face the front end and the rear end; and a loading module selectively fixing cargoes and moving along the first rail and the second rail.",2017,B63B  27/08; B63B  27/10; B63B  35/00; F03D  13/40; B63B  27/30; F03D  13/25; B63B  35/003
504400048,KR20170062186,FLOATING STRUCTURE,"The present invention relates to a floating structure implementing operation on the sea and capable of performing sailing. The floating structure according to one embodiment of the present invention comprises: a main body being floatable on the water, and provided with a crane; a leg penetrating through the main body in the vertical direction; a leg well provided in the main body such that the leg is able to penetrate the main body, and guiding the leg; and a leg support portion located within the leg well, and relatively moving the leg in the vertical direction while supporting the leg, wherein the leg comprises: a first leg provided in an area adjacent to a stem of the main body and an area adjacent to a stern of the main body; and a second leg provided in a central area of the main body, wherein the length of the second leg is shorter than that of the first leg.",2017,B63B  27/10; F03D  13/25; B63B  35/44; E02B  17/08
504510294,NO20170000585,Method for vibration damping of and vibration damper assembly for semi-submerged or submerged elongated structure,"Method for vibration damping of and vibration damper assembly (100) for semi-submerged or submerged elongated structure (200), based on separating hydrodynamic added mass (madd) from the semi-submerged or submerged elongated structure (200) by means of a vibration damper assembly (100) exhibiting spring and/or damper properties and use the hydrodynamic added mass (madd) as a reaction mass in the vibration damper assembly (100).",2017,F03D  13/25; F16F   7/1034; F16F  13/00; B63B  22/18; E02B  17/0017; F05B2260/964; F16F   6/005; F16F   7/10; F05B2240/93; F16F   7/08; F16F   7/104; F16F2222/06; F16F   7/112; F16F2222/08; F16F2222/04; F16L   1/123
504528505,CN201820767740U,Clear mud device on marine wind power jacket basis,"The utility model discloses a clear mud device on marine wind power jacket basis for driving piles earlier, rinse before the grout in the grout chamber of jacket and including grout pipeline and air compressor machine, the jacket of driving piles earlier includes jacket platform, jacket owner leg, X bracing, supporting leg and basic steel -pipe pile, set up the annular gasket circle in the last port of basis steel -pipe pile, the end of supporting leg is inserted in the last port of basic steel -pipe pile, forms annular grout chamber, the grout pipe solenoid is drawn together one end and is located main grout pipe and reserve grout pipe on the jacket platform, the lower part of main grout pipe and reserve grout pipe is all welded on the inner wall of supporting leg and is inserted the grout intracavity together with the end of supporting leg, the lower extreme of main grout pipe is located the lower part in grout chamber, the lower extreme of reserve grout pipe is located the middle part in grout chamber, the air compressor machine is connected with main grout pipe or reserve grout pipe. The utility model discloses a clear mud device guarantees for improving grout efficiency and grouting quality that fan overall structure's security performance provides the powerful guarantee.",2018,E02D  13/08; E02D  15/04
504532525,CN201820671987U,Take negative -pressure barrel formula foundation structure of lobe,"The utility model discloses a take negative -pressure barrel formula foundation structure of lobe, include barrel top lid, outer bucket wall, first interior barrel wall, compartment, go up floor and lower rib board, outer bucket wall and barrel top lid fixed connection, with barrel top lid fixed connection's a first interior bucket wall setting is in the inboard of outer bucket wall, be equipped with a plurality of compartments between outer bucket wall and the first interior bucket wall, be equipped with a plurality of floor and lower rib boards gone up between barrel top lid and the riser, go up floor, lower rib board and compartment to set up quantity the same, and correspond the last floor, lower rib board and the compartment that set up and be located the coplanar. The utility model relates to a supporting course can be made with natural foundation in the wind generating set's of marine wind power trade basis to provide better bearing capacity under can be at sea complicated loadand the true fixed ring border factor.",2018,E02D  27/42
504540101,CN201820492712U,Take wind turbine foundation crab -bolt sub -assembly of T shape nut,"The utility model provides a take wind turbine foundation crab -bolt sub -assembly of T shape nut, including annular anchor slab, annular anchor slab, a plurality of crab -bolt, a plurality of bottomadjusting bolt down of going up, a plurality of crab -bolts include that many pairing energy go up crab -bolt that the anchor slab used and many to will be by the crab -bolt of stretch -draw as leveling location, can still be equipped with adjusting bolt on the sleeve pipe as the crab -bolt that the last anchor slab in leveling location was used, adjusting bolt is used for adjusting the levelnessthat goes up the anchor slab, T shape nut is still connected to the upper end of stock, it sets up a plurality of anchor hole to go up the anchor slab, the stock of crab -bolt passes anchor hole one by one, the lower part intussusceptum of T shape nut inserts the anchor hole positioning anchor bolt's on the anchor slab stock. The utility model discloses the stiffness is big for the crab -bolt cage, at foundation construction in -process anti -interference kinetic energy reinforce, has avoided the trouble of relapse leveling, has not only accelerated wind turbine foundation's construction speed, has improved the construction quality of basic crab -bolt moreover.",2018,E02D  27/42
504575125,KR20170058769,SYSTEM FOR INSTALLING OCEAN STRUCTURE,"The present invention provides a marine structure installation system for installing a structure on the sea which can stably transport large parts. According to an embodiment of the present invention, the marine structure installation system comprises: a working platform for installing the structure on the sea; a bus line supplying a product to the working platform, and coupled to and separated from the working platform; and a transport module transporting the product from the bus line to the working platform. The transport module transports the product by being rotated around one end part of the product. The one end part of the product is an end part closer to a side facing the bus line of the working platform, if the bus line and the working platform are coupled to each other.",2017,B63B  27/30; F03D  13/25; B63B  35/003; B63B  35/00
504590376,BE20180005801,PANNEAU D…CORATIF POUR RECEVEURS DE DOUCHE,"Il est proposÈ un nouveau panneau dÈcoratif pour receveurs de douche formÈ díun panneau (1) polymÈrique díune matiËre thermostable ou de surface solide, dont les surfaces extÈrieures sont recouvertes díun motif dÈcoratif (2) imprimÈ sur lesdites surfaces extÈrieures avec une encre transfÈrÈe audit panneau (1) par sublimation dans une chambre de vide sous des conditions de tempÈrature, pression et temps prÈdÈterminÈes. Le panneau (1) prÈsente une zone pÈrimÈtrale (3) plus Èpaisse et au moins une zone non pÈrimÈtrale (4) de moindre Èpaisseur, o˘ la finition de toutes les surfaces du panneau (1), recouvertes par le motif dÈcoratif, est uniforme. Dans une mise en úuvre alternative, le panneau (1) pour receveurs de douche peut Ítre recouvert de deux ou plusieurs motifs dÈcoratifs (2) dans des zones diffÈrentes du panneau (1).",2018,E02B   3/26; B44C   5/04; A47K   3/40; B41M   5/035; B44C   5/0461; E02B  17/0034; B63B  27/30; F03D  13/25
504591084,NL20182021225,"Motion compensated transfer system, vessel and use thereof","The disclosure relates to a motion compensated transfer system for transferring persons and/or cargo from a vessel to an offshore object or vice versa. The system comprises a tower provided with an external lifting unit carrying a platform that together with the lifting unit is adjustable in height along at least a part of said tower. The tower is provided with a lift and/or staircase housed in a shaft extending in said tower, which lift and/or staircase is for enabling one or more persons and/or cargo to travel towards the platform and/or for enabling to bring one or more persons and/or cargo down from said platform. The system comprises a motion compensated boom arranged to extend, during use of the system, from the tower in a substantially sideward direction to enable transferring persons and/or cargo along said boom. The boom is attached to a boom support unit rotatably carried by the lifting unit such as to be rotatable with respect to said lifting unit about a central axis of the tower.",2018,B63B  27/30; E01D  15/24; F03D  13/25; B63B  27/14; B66F  11/04
504689287,CN201721893176U,Wind generating set steel reinforced concrete pylon,"The utility model provides a wind generating set steel reinforced concrete pylon, including the concrete tower frame, the concrete tower frame comprises a plurality of concrete tower section of thickbamboos, and the connection ends of a concrete tower section of thick bamboo fixes and sets up connection strengthened spare, connection strengthened spare include fixed connection's an enhancement section of thick bamboo and go -between, an enhancement section of thick bamboo pre -buried in a concrete tower section of thick bamboo, the go -between extends towards the inboard of a concrete tower section of thick bamboo and/or the outside. The utility model discloses a concrete tower section of thick bamboo connection form has abandoned dear prestressed anchorage cable and has connected, adoptsconnection strengthened spare fixed connection cheap relatively, and the same with traditional steel tower section of thick bamboo connection form, the reliability is also guaranteed. The utility model discloses a concrete tower frame, on -the -spot simple to operate, swift, only need two connection strengthened spares of fastening the go -between can, labour saving and time saving, very big improvement the construction progress.",2017,F03D  13/20
504723165,CN201820690773U,Ocean floating ultrasonic wave wind measuring device with magnetic suspension aerogenerator,"The utility model provides an ocean floating ultrasonic wave wind measuring device with magnetic suspension aerogenerator, battery (1 5 )Is the setting at big body (1 1 )It is interior, big body (1 1)Is the top equipped with platform upper surface (4 1 ), the platform upper surface (4 1 )Through many stands (1 7 )With big body (1 1 )Connect, the platform upper surface (4 1 )Do you go up at leastfixed connection magnetic suspension aerogenerator (1 9 )With at least one ultrasonic wave wind meter (1 8 ), magnetic suspension aerogenerator (1 9 )And battery (1 5 )Connect. The device provided bythe utility model, can bear gravity, buoyancy, self inertial force, radiation fluid dynamic, wave disturbance power in the marine environment of complicacy, the work of safety and stability ground. And can use multipurposely the power consumption problem that wind measuring device self had been solved to the ocean wind energy, and this device can move and carries out wind -force to different sea areas and survey.",2018,G01P   1/00; F03D   9/11; F03D   9/32; G01P  13/02; G01P   5/24
504723251,CN201820703685U,Rattan material pressure floating raft goes up on water showy wind power station of equipment,"The utility model relates to a rattan material pressure floating raft goes up on water showy wind power station of equipment belongs to the new technical field of environmental protection. Forward -mounted wind -powered electricity generation pillar and aerogenerator at rattan material pressure floating raft's upper surface install the wind -powered electricity generation controller on the side ofwind -powered electricity generation pillar. Installation micro inverter and energy storage battery on the rear portion of rattan material pressure floating raft's upper surface, the electronic quality of water clarifier of installation on the left wall of rattan material pressure floating raft's back lateral wall. Wind -force blows the rotatory aerogenerator generate current of drive of blade, current conveyance conductor wire input wind -powered electricity generation controller from aerogenerator output, current conveyance conductor wire input micro inverter from wind -powered electricitygeneration controller output, current conveyance conductor wire input energy storage battery from micro inverter output stores the electric energy, the electronic quality of water clarifier of currentconveyance conductor wire input from micro inverter output, the electronic quality of water clarifier of electric drive operation makes the lake water of inspiration flow through the pollutant that the three -layer filter screen detached in the lake water and improves water quality.",2018,F03D   9/11; F03D  13/20; B63B  35/44; C02F   1/00; F03D  80/00; F03D   9/32
504723321,CN201820703236U,Prevent bucking wind power tower cylinder damping device,"The utility model provides a prevent bucking wind power tower cylinder damping device, including a tower section of thick bamboo 3, bolt 4, ring flange 5, tower section of thick bamboo basis 7 and ground 8, 3 inner walls in the tower section of thick bamboo are equipped with the attenuator 2 and the steel strand wires 6 of looks adaptation with it, attenuator 2 is equipped with viscous damping material 23 for viscous damper is just inside, and steel strand wires 6 pass viscous damping material 23, the top of a tower section of thick bamboo 3 is equipped with ground tackle 1, and the fixed anchor pile 9 that is equipped with in 8 bottoms on the ground, steel strand wires 6 connect ground tackle 1 and anchor pile 9 respectively, and steel strand wires 6 add and are loaded with prestressing force, but 1 elastic restitution of ground tackle, steel strand wires 6 are equipped with many, correspond every steel strand wires 6, and 3 inner walls in the tower section of thick bamboo are equipped with an attenuator 2 looks adaptation with it at least, viscous damping material 23 is viscous damping liquid, inside first motion piston 25 and the second motion pistons 24 of being equipped with of attenuator 2, first motion piston 25 and 6 rigid couplings of steel strand wires, second motion piston 24 hang in in the little space of 2 inside of attenuator.",2018,F03D  13/20; F03D  80/00
504723509,CN201820624411U,Double -deck wing aerogenerator support arm,"The utility model relates to an offshore wind power generation equipment, concretely relates to double -deck wing aerogenerator support arm. Including rotating base, rotating base carries out the horizontal direction and rotates, the last fixedly connected with wheel hub of rotating base, and wheel hub's lateral wall is connected with orientation support arm structure up, and support arm structureone end is connected with wheel hub, and the other end rotates connection fan blade, and the ascending rotation of vertical side is carried out in that the support arm is structural to fan blade rotation connection. The utility model discloses rotate under the prerequisite of electricity generation on guaranteeing the vertical orientation of fan blade, set up rotating base, at sea under the effect of wind -force, rotating base horizontal rotation, and then drive the electricity generation of support arm structure horizontal rotation, through fan blade and rotatory coordinate of support arm structure on not equidirectional for the different wind directions of offshore wind power generation machine adaptation, make full use of gets up with the wind energy, thus much the more rotatory energythat provides of support arm structure level generates electricity, improves generating efficiency and economic profit.",2018,F03D   3/06
504725201,CN201820703706U,On water showy wind power station who builds on bamboo winding composite pressure flotation tank,"The utility model relates to an on water showy wind power station who builds on bamboo winding composite pressure flotation tank belongs to the new technical field of environmental protection. Installwind -powered electricity generation pillar first and wind -powered electricity generation pillar second respectively on the middle part of the upper surface of bamboo winding composite pressure flotation tank with on the rear portion, install front end mounted blade's first the first soft breeze electric controller first of aerogenerator in the wind -powered electricity generation pillar first of the ten heavenly stems, install front end mounted blade's second the second soft breeze electric controller second of aerogenerator in the wind -powered electricity generation pillar second of the ten heavenly stems, wind -force blows first regulating current of current conveyance wind -powered electricity generation controller that blade first drove first output of aerogenerator, wind -force blows second regulating current of current conveyance wind -powered electricity generation controller that blade second drove second output of aerogenerator, two strands of electric currents are respectively through the intelligent inlet collector of conductor wire input, electric current after converging is supplied power to electronic quality of water clarifier through mixed type wind -powered electricity generation micro inverter after that, lake water that the operation of electronic quality of water clarifier made the inspiration becomes the pure water through the filter screen and improveswater quality in discharging the water.",2018,F03D  13/25; F03D   9/11; F03D   9/20; B63B  35/00
504732839,CN201820438548U,That utilizes marine wind power or solar energy establishes standby protection device,"The utility model relates to a marine new energy development technical field, and disclose a that utilizes marine wind power or solar energy establishes standby protection device, the on -line screenstorage device comprises a base, the top fixed mounting of base has first support, the inboard movable mounting of first support has solar energy electroplax unit, the top of base and the left and right sides that is located first support are seted up respectively and are had first recess and second recess, the inside fixed mounting of first recess has the generator. This that utilizes marine windpower or solar energy establishes standby protection device, through setting up motor and electric putter, the battery provides the function required electric energy for motor and electric putter, makes device high temperature protection and dust and sand safeguard function continuously keep to make solar energy electroplax unit keep efficient operation, the energy that just keeps these functionsto use also is wind energy and these renewable energy of solar energy, reaches the purpose of protection solar energy electroplax unit, need not consume not renewable energy again.",2018,H02S  40/42; H02S  40/10; F03D   9/11; H02S  10/12
504749480,CN201810863134,A composite surface power station,"The invention relates to the technical field of electric power, A composite surface power station is disclosed, include a frame, A main float body is fixedly installed below that frame body, and an energy storage device is arranged between the rack body and the main floating body, A connecting rod is integrally formed at four corners of the rack body, an auxiliary floating body is fixedly installed on the connecting rod, a support column is fixedly installed on the rack body, a solar panel is fixedly installed on the support column, a support rack is fixedly installed in the middle of the rackbody, and a rotating seat is fixedly installed above the support rack. The composite water surface power station designed by the invention can adopt wind energy, Solar energy and hydro energy can generate electricity, and vast space of water surface is effectively used in order to improve the utilization rate of space, effectively solve the problem of power shortage, and increase the proportion of renewable energy in the energy structure of our country. accordingly, environmental pollution is effectively reduced, and its structure is simple and convenient to arrange, so the station has a high practical value.",2018,E03B   9/08; H02S  10/10; B63B  35/44; B63B2035/4453; H02S  10/12; B63B2035/446; B63B2035/4466
504781276,DK20140769220T,VEJRVEDLIGEHOLDELSESSYSTEM TIL ET OFFSHORE VINDMÿLLE VEDLIGEHOLDELSESPROGRAM,NULL,2014,B63B  27/32; B66B   9/187; F03D  13/20; F03D  13/25; B63B  23/28; F03D  80/50; B63C2009/035; E02B  17/0034; B66C  23/207; E02B2017/0091; B63B  27/10; B63C   9/06; B66C  23/18
504941081,CN201721489203U,Box gravity type marine wind power foundation structure,"The utility model discloses a box gravity type marine wind power foundation structure, connect backplate, circular cavity center post, the solid cylinder of bearing, prestressed wire rope, soleplate and strip buffering column base including the protection, the center department that the backplate is connected in the protection is equipped with the round hole, the correspondence of circular cavitycenter post is located in the round hole, the bottom of circular cavity center post is connected the solid cylinder of bearing, the bottom of the solid cylinder of bearing is connected the soleplate,the bottom of soleplate is connected strip buffering column base. Installation design can be carried out on ground to the most processes of this kind of equipment, uses more succinctly, wholly is applicable to the offshore wind power generation trade, and functional strong, the security performance height possesses stronger spreading value.",2017,E02D  27/42
504974473,CN201810958250,Anti-typhoon structure of wind generating set,"The invention discloses an anti-typhoon structure of a wind generating set. The structure comprises a bearing plate, the bottom of the bearing plate is fixedly connected with a seabed inserting anchor, a tower drum is arranged on the middle point of the top of the bearing plate, blades are arranged on the top end of the tower drum, the top of the bearing plate is fixedly connected with four main supporting columns, the four main supporting columns are fixedly connected to the four corners of the top of the bearing plate, the sides, close to the tower drum, of the main supporting columns are fixedly connected with the tower drum, two adjacent main supporting columns are fixedly connected through connecting blocks, grooves are formed in the middle points of the sides, away from of the towerdrum, of the connecting blocks, and pressing blocks are arranged in the grooves. The structure is simple, cost is low, the influence and the damage of the typhoon on the tower drum can be effectivelyreduced, the effect is obvious, investment cost is reduced, daily operating efficiency of the wind generating set can be ensured, and economy is high.",2018,F03D  13/25
504975099,CN201820875185U,New forms of energy wind power generation equipment,"The utility model discloses a new forms of energy wind power generation equipment, the top surface upper berth of tidal power generation float is equipped with solar cell panel, the last rotation of fan support is equipped with the electricity generation windmill, the lower part of sending out the electrical drainage case is fixed with supporting battery, the fixed flow measurement sensor that isequipped with of top lateral wall of tidal power generation float, the last wind power detection sensor that is equipped with of fan support, the tidal power generation float, power module on solar cell panel and the electricity generation windmill is connected with an electrical drainage case respectively, send out the electrical drainage case, the battery, the flow measurement sensor, the wind power detection sensor is connected with automatic control box respectively. The utility model discloses, simple structure, the function is various, in addition rational application to various effectual resources, site selection limitation that the single -mode that has eliminated traditional wind power generation caused, application scope is wider, and efficiency is higher to electricity generation stability in succession is better.",2018,H02S  10/12; F03B  13/26; H02S  10/10; F03D   9/11
505002071,CN201820441710U,Wind generating set wheel hub cover,"The utility model provides a wind generating set wheel hub cover, trisection's the branch cover body and blade hole mount on the same anchor rings such as wheel hub cover blade hole circumference of three size, be provided with semicircular groove on the interior disc of the branch cover body, the equidistant the same outside convex semi -circular arch of three size that is provided with plays theportion on the blade hole mount, but the gomphosis of blade hole mount is in blade hole, but semi -circular arch plays portion's gomphosis in semicircular groove, the semicircular groove edge sets upthe fixed block, but the inboard of portion is played in the fixed block gomphosis at semi -circular arch, the bolt passes the fixed block in proper order, screw hole that semi -circular arch plays portion and semicircular groove edge with the blade hole mount with divide the cover personally experiencing sth. Part of the body to screw to be connected. A wind generating set wheel hub cover, willdivide the cover body together fixed through the blade hole mount, has overcome and has assembled the in -process owing to warp the blade hole out -of -roundness's that causes shortcoming carrying outthe branch cover body, simple structure, the leakproofness is good, and is firm reliable.",2018,F03D  80/00
505015701,CN201820921648U,A dual collision avoidance system for marine wind turbine foundation,"The utility model relates to a dual collision avoidance system for marine wind turbine foundation, including sleeve, branch and the floating anticollision body, the cover barrel casing is located marine wind turbine foundation's neighboring and is passed through branch is fixed mutually with marine wind turbine foundation's neighboring, telescopic outer wall and sleeve sliding connections are located to the crashproof body cover of floating, and the cover is located the crashproof physical stamina of floating of sleeve outer wall and is enough followed the change of sea water tidal level and smoothly fluctuate, even the difficult problem that the for a long time floating anticollision body can't use has been overcome in the great effect that also can play the atress buffering when the marine wind turbine foundation of ship collision of sea water change of tide on high pile platform, jacket and tripod etc. Have the marine wind turbine foundation of multiple cross section form.",2018,E02B   3/26; E02D  27/42
505025676,CN201820817207U,Marine wind power submarine geology reconnoitres device,"The utility model discloses a marine wind power submarine geology reconnoitres device, include from the lift -type boats and ships, outboard from the lift -type boats and ships is formed with one or more extension platform, be provided with the rig on the extension platform, the drilling rod of rig passes and extends the platform and stretch out downwards. The utility model discloses in, utilize and build geology reconnaissance device from the traditional showy formula boats and ships of lift -type boats and ships replacement, can realize the separation on hull and sea, ensured can not take place because of the influence that receives wind, wave, stream to rock at reconnaissance in -process hull, guaranteed the accuracy of ground sample. The situation of having avoided leading to the drilling rod to take place the rupture because of hull shaking amplitude is too big simultaneously takes place, has guaranteed going on smoothly of reconnaissance.",2018,B63B  35/44; E21B  49/00
505079259,CN201820085533U,Efficient ventilation filter equipment of a marine wind power tower section of thick bamboo,"The utility model discloses an efficient ventilation filter equipment of a marine wind power tower section of thick bamboo, comprising a main body, the left end upside of main part is equipped with the air outlet, the right side of air outlet is equipped with the exhaust fan, the upper and lower both ends of exhaust fan all link to each other with the main part through the air outlet, the right -hand member downside of main part is equipped with the filter screen, the upper and lower both ends of filter screen all link to each other with the main part, the right side of filter screen is equipped with an air inlet section of thick bamboo, the left end of an air inlet section of thick bamboo links to each other with the outer wall of main part. This efficient ventilation filter equipment ofa marine wind power tower section of thick bamboo, through the cooperation of extension board, spring and depression bar, through the cushion and the extension board cooperation extrusion spring at clamp plate lower surface center, the quality of impurity does not need artifical manual blowdown on the control clamp plate, has reduced and has maintained administrative cost, the impurity in simple effectual messenger's tower section of thick bamboo is discharged, greatly increased the ventilation efficiency in the tower section of thick bamboo, reduced the operating temperature of components andparts, reduced the cost of maintenance management simultaneously.",2018,B01D  46/10; B01D  46/00; F03D  80/60; F03D  13/25
505079261,CN201820085242U,Marine wind power pylon base corrosion prevention device,"The utility model discloses a marine wind power pylon base corrosion prevention device, including loading board and support column, the lower surface of loading board is equipped with the support column, the upper surface of loading board is equipped with tower base, tower base's upper surface is equipped with the tower body, the upper surface of annular groove is equipped with detains the cover,the lower surface of detaining the cover is equipped with the shank of bolt, the shank of bolt runs through the loading board, the lower extreme surface circumference of shank of bolt is equipped withthe second nut, the upper surface of second nut is equipped with the ring gasket, the upper surface of ring gasket is equipped with the second spring. This marine wind power pylon base corrosion prevention device upwards does exercises the upper end of cushion through the cushion and promotes the fixture block and do exercises to the inside of spout to can avoid the sea water to the erosion of bolt, thereby can improve tower base's stability, thereby can reduce and cause the potential safety hazard because the tower base that extra large water erosion caused is connected the unstability withthe loading board, prolong tower base's life.",2018,F03D  13/25
505134413,KR20170065213,Wind and wave power generation system,"The present invention relates to a wind and wave power generation system and, more specifically, to a power generation system to maximize efficiency of a spar buoy type wind power generator. According to the present invention, the wind and wave power generation system is formed with a spar buoy to be installed on the sea in a floating type comprises: a wave power generation unit disposed in the buoy, and including a turbine operated by seawater flowing in and out through downward and upward movements of the buoy; and a pneumatic generation unit disposed in the buoy, and selectively compressing and discharging air flowing in and out through the downward and upward movements of the buoy. Accordingly, rotational and translational motions of a spar buoy type wind and wave power generation system are minimized, wind and wave power are used at the same time, and an air compressing and storing apparatus is used, thereby providing effects of increasing efficiency of wind power, increasing energy generation efficiency, and providing steady energy production efficiency.",2017,F03B  13/18; F03D   9/00; F03B  13/24; F03D   9/17; F03D  13/25
505172150,DE201820106287U,Dekorpaneel f¸r Duschtassen,"Polymeres Paneel, umfassend:- ein Paneel (1) aus einem thermostabilen Material oder einer Mineralwerkstoff;- Auflenfl‰chen des Paneels (1), welche mit einem Dekormuster (2) beschichtet sind, welches auf die genannten Auflenfl‰chen mit einer ¸bertragenen Tinte auf das genannte Paneel (1) mittels Sublimation in einer Vakuumkammer unter vorbestimmten Temperatur-, Druck- und Zeitbedingungen gedruckt ist; dadurch gekennzeichnet, dass:- das Paneel (1) ein eine Duschtasse bildendes Dekorpaneel ist;- das Paneel (1) einen Umfangsbereich (3) grˆflerer Dicke und mindestens einen nicht umfangsseitigen Bereich (4) niedrigerer Dicke aufweist; und- das Finish der gesamten Fl‰chen des Paneels (1), welche mit dem Dekormuster beschichtet sind, gleichm‰flig ist.",2018,A47K   3/40; F03D  13/25; E02B   3/26; B41M   5/035; B44C   5/04; B44C   5/0461; E02B  17/0034; B63B  27/30
505173229,DE201810201682,Schutzanordnung f¸r eine Flanschverbindung einer Windkraftanlage,"Die Erfindung betrifft eine Schutzanordnung (8) f¸r eine zwei Flansche (5, 6) und mehrere Schraubverbindungen (7) umfassende Flanschverbindung (2) einer Windkraftanlage (1) mit einer die Flanschverbindung (2) vollst‰ndig abdeckenden und an Bauteilen, welche die Flansche (5, 6) umfassen, befestigten Manschette (9) und einer fluidisch mit einem zwischen der Manschette (9) und der Flanschverbindung (2) ausgebildeten Raum (R) gekoppelten Entfeuchtungsvorrichtung (11), welche dem Raum (R) entfeuchtete Luft (L1) zuf¸hrt.Die Erfindung betrifft weiterhin eine Windkraftanlage (1) und ein Verfahren zur Montage einer Schutzanordnung (8) an einer Flanschverbindung (2) einer Windkraftanlage (1).",2018,F03D  13/20; F03D  13/25; E04H  12/085; F05B2260/64; E04H  12/08
505191134,ES20170030847,Sistema de fondeo y mÈtodo de instalaciÛn de sistema de fondeo en fondo marino,"La invenciÛn se refiere a un sistema de fondeo con medios de uniÛn conectables a cables de fondeo (20), de remolque y bajada (19), y a cables guÌa (17, 18) de cables elÈctricos de transmisiÛn de energÌa y seÒal, y medios de fijaciÛn al fondo marino. El sistema tiene al menos un tubo de paso (7) en el interior para el paso y sujeciÛn de cables elÈctricos de transmisiÛn de energÌa y seÒal. Adicionalmente la invenciÛn se refiere a un mÈtodo de instalaciÛn de sistema de fondeo en fondo marino, donde se fabrica una estructura principal (1) en tierra y se instalan los cables necesarios, se remolca la estructura principal (1) hasta un punto deseado y se baja fij·ndola al fondo marino. Finalmente se colocan cables elÈctricos de transmisiÛn de energÌa y seÒal en al menos un tubo de paso (7) en el interior de la estructura principal (1).",2017,F03D  13/25; B63B2021/505; F03B  13/12; B63B  21/56; E02B  17/00; B63B  75/00
505193475,CN201820327504U,Verticality adjusting device on single pile basis in marine wind power equipment,"Verticality adjusting device on single pile basis in marine wind power equipment. An improve that marine wind power equipment field especially relates to the wherein verticality adjusting device on single pile basis is related to. The utility model provides a structure is exquisite, stability is good, easy operation, long service life, excellent in use effect and repeatedly usable's verticality adjusting device on single pile basis in marine wind power equipment. Marine wind power equipment includes single pile basis and basic platform, still set up four constant head tanks on the top surfaceof basic platform and be located four annular grooves outside the constant head tank, the main drive ring comprises a plurality of curved drive blocks, the both ends of the outer wall of drive block are equipped with the drive plate respectively for the drive plate of adjacent drive block through the outside carries out detachable and is connected. The utility model discloses the advantage that has good, the easy operation of stability, long service life, excellent in use effect and repeatedly usable on the whole.",2018,E02D  27/42; E02D  35/00
505199701,CN201820593172U,Ship boarding device,"The utility model provides a ship boarding device, including fore -and -aft gangway, articulated element, manipulator, the one end of fore -and -aft gangway is passed through the articulated element and is connected in the support of on -board with fixing to set up, and the other end and the manipulator of fore -and -aft gangway are connected, the manipulator has two, under winch and robot controldevice's effect, the fore -and -aft gangway is let pass to the control winch, and control of manipulator graspes marine wind power machine vertical ladder, and can be according to the adapting unit'sof marine wind power machine the different manipulators that adopt the different grade types, not only can be suitable for the marine wind power machine that has different adapting unit, can enough connect the marine wind power machine that has the vertical ladder, can also connect the marine wind power machine that has the horizontal bar, the commonality is high, and can realize fortune dimension ship and quick -witted being connected of marine wind power, moreover, the steam generator is simple in structure, high durability and convenient use, can improve the stability of being connected between fortune dimension ship and the marine wind power machine, the security that fortune dimension technical staff climbed up the marine wind power machine improves, the weather window of boats and ships operations has been widened.",2018,B63B  27/08; B63B  27/14
505208741,RU20170120842,FLOATING PLATFORM FOR USE OF WIND ENERGY,"FIELD: shipbuilding.SUBSTANCE: invention relates to the field of shipbuilding and energy. Floating platform for using wind energy is proposed, including tower (1) with wind installation (2) and two horizontal identical cylindrical floating elements (3) arranged parallel to the main longitudinal axis of the layout. In this case, the tower and the floating elements are connected to each other by structures in form of beams (5). Floating elements are connected to stabilizing element (4) located directly below floating elements (3), the stabilizing element includes first two rectangular concrete slabs (4a), either solid or lightweight, with a ribbed structure, which are arranged perpendicular to the axes of the floating elements and are connected with them by means of auxiliary structures.EFFECT: technical result is to improve the performance of a floating platform for using wind energy.9 cl, 6 dwg",2015,F03D  13/20; F03D  13/25; F03D   7/0204; F03D   9/30; B63B2035/446; F05B2240/95; B63B  35/44; F05B2240/93; Y02E  10/727
505279762,CN201820987183U,Marine wind turbine foundation steps on by system,"The utility model relates to a marine wind turbine foundation steps on by system, the 2nd telescopic machanism is connected with first cat ladder mechanism through a telescopic machanism, second cat ladder mechanism loops through the 2nd telescopic machanism and adsorption apparatus structure is connected with the steel -pipe pile, rotary mechanism and the second cat ladder rotatable coupling of mechanism are passed through to the top of third cat ladder mechanism, the bottom of third cat ladder mechanism loops through the 3rd telescopic machanism and the 2nd adsorption apparatus and constructs and be connected with the steel -pipe pile, a telescopic machanism's extension length is adjusted according to the tidal level of sea water, construct an adsorption apparatus and the 2nd adsorptionapparatus structure differential adsorption in the lateral wall of steel -pipe pile, and through the distance between the 2nd telescopic machanism and the 3rd telescopic machanism adjustment third catladder mechanism and the steel -pipe pile, boats and ships leave after the marine wind turbine foundation steps on by system, it overturns to the top of second cat ladder mechanism to drive third catladder mechanism through rotary mechanism, can adapt to the change of sea water tidal level.",2018,E02D  27/52; E02D  27/42; F03D  13/20; F03D  13/25; E06C   9/02; E06C   7/02
505282703,CN201820931903U,Unhurried current fills up laying device,"The utility model provides an unhurried current fills up laying device, include: put in the frame, the unhurried current fills up the joinable on puting in the frame, anchor nail structure including aplurality of, passed respectively and is predetermine the anchor nail hole that stacks up at the unhurried current, the extension arm structure sets up and is connected on working ship and with the input frame, anchor nail propelling movement structure is connected in the upper end of anchor nail structure, and the extension arm structure will be put in the frame and transported when being closethe sea bed bottom, and the downward propelling movement of structure is followed closely with the anchor to anchor nail propelling movement structure, makes anchor nail fixing to sea bed bottom. Thepad that can will flow slowly on working ship earlier utilizes the extension arm structure will throw in the frame and transports the coastal waters depths on being connected to the input frame, whenbeing close to the sea bed bottom, utilizing the anchor to follow closely the propelling movement structure and follows closely downward propelling movement with the anchor, and the completion is laidto sea bed bottom, unhurried current pad to messenger's anchor nail fixing, and the laying process manual operation who fills up owing to the unhurried current all accomplishes on working ship, and the security is higher, and efficiency is higher.",2018,F03D  13/40; F03D  13/25
505287379,CN201820896055U,Can spacingly step on floating buffer stop who takes advantage of,"The utility model relates to the technical field of machinery, concretely relates to can spacingly step on floating buffer stop who takes advantage of, personally experience sth. Part of the body, step on and take advantage of structure, limit structure and buffer body including setting up the floating anticollision of wind turbine foundation side at sea, marine wind turbine foundation includes the wind turbine foundation cat ladder, the floating anticollision body is formed by a plurality of floating anticollision unit concatenations, floating anticollision unit is centering on marine wind turbine foundation and is setting up, step on and take advantage of structure and wind turbine foundation cat ladder to connect and be located between the floating anticollision unit, step on and take advantage of the structure to include to step on and take advantage of the guardrail to mark time with stepping on to take advantage of, step on and take advantage of the guardrail setting to take advantage of the both sides of marking time stepping on, step on and take advantage of the central line of marking time and the central line of marking time of wind turbine foundation cat ladder to be located same straight line, the utility model has the advantages of structural design is simple, and installation easy maintenance can reduce because of the collision accident leads to the destroyed probability of marine wind turbine foundation, improves marine wind turbine foundation's anticollision performance.",2018,E02D  27/52; E02B  17/00; E02D  27/42; E02B   3/26
505294462,CN201820689133U,Marine wind power single pile base,"The utility model discloses a marine wind power single pile base, including pile foundation body and a plurality of stabilizing member, stabilizing member can dismantle with the pile foundation body and be connected, stabilizing member is the cydariform, stabilizing member is equipped with the cavity, stabilizing member's bulging wall is equipped with hole a plurality of and the cavity intercommunication, stabilizing member lays around the pile foundation body, stabilizing member buries underground in the sea bed. The utility model discloses a marine wind power single pile base can strengthenthe impact resistance of the basic body of single pile to the formation of dashing the hole can be slowed down, the stability of single pile base is strengthened.",2018,E02D  27/52; E02D  27/42
505301256,CN201820501112U,Novel marine fan floating foundation integrated configuration of lattice formula,"The utility model discloses a novel marine fan floating foundation integrated configuration of lattice formula relates to offshore wind power generation technical field. This system contains fan, a tower section of thick bamboo, contact truss, lattice formula central column, annular flotation pontoon, upper box body, lower tank, hangs chain line, pile foundation. Each limb of lattice formula central column injection upper box body and the certain length of lower tank respectively to adopt cant chisei and circumferential reinforcement to carry out the anchor, lattice formula central column be connected with the pile foundation through hanging chain line, typhoon machine is arranged to the structure on lattice formula central column. Having adopted lattice formula central column among this foundation structure, can having shown the reduction and be used in the ocean current load on the floating foundation, truss member mainly bears axle power to can make full use of the intensity of material, simultaneously, the simple structure, vertically go with overall stability, be a brand -new marine wind turbine foundation structural style, be applicable to very much the infrastructure of theregional wind power generation facility in deep sea.",2018,E02D  27/50; E02D  27/42; E02D  27/52
505304909,CN201820205959U,Novel floating foundation structure system of marine fan of dual anti swing machine system,"The utility model discloses a novel floating foundation structure system of marine fan of dual anti swing machine system relates to offshore wind power generation technical field. This system containsfan, a tower section of thick bamboo, the long stand of central authorities, the short stand in edge, contact truss, tensioning line, hangs chain line, pile foundation. A tower section of thick bamboo and floating foundation stand between the longitudinal tie adopt the PBL connecting piece, the long stand of central authorities continuous through the contact truss with the short stand in edge, central authorities install three -dimensional damping system in the long stand, central authorities long stand be connected with the pile foundation through tensioning line or outstanding chain line. Foundation structure system equipartition on the long stand of central authorities and the short stand in edge put the fan, only arrange on the long stand of central authorities perhaps that a typhoonis quick -witted. This system has a dual anti characteristic of waving, the simple structure, vertically go with overall stability, the vibration range of structure is little, is a brand -new marine wind turbine foundation structural style, is applicable to very much the infrastructure of the regional wind power generation facility in deep sea.",2018,E02D  27/52; E02D  27/42
505310925,CN201821012857U,Be applied to oceanographic buoy's novel power generation facility,"The utility model discloses a be applied to oceanographic buoy's novel power generation facility, including support, minitype aerogenerator, fixed bolster, fixed frame, universal joint, small -size generator, swing bobble, minitype aerogenerator is fixed to be located on the support, the fixed bolster upper end is fixed to be located on the support, lower extreme and fixed frame fixed linking to each other of upper end, inside the fixed frame, all around four sides are fixed respectively is equipped with small -size generator, four small -size generators are located same high department, universal joint lies in fixed frame, and links to each other with the rotor of four small -size generators is fixed respectively, and the lower extreme links to each other with the swing bobble is fixed. The utility model discloses can directly use on oceanographic buoy, utilize the gesture of oceanographic buoy under the effect of wave soft breeze to change the motion, turn into the ascending up -and-down motion in corresponding axle side with it, realize electric energy output, give mains operated to reinforcing oceanographic buoy's continuation of the journey.",2018,B63B  22/00; F03B  13/14; F03D   9/25; B63B  22/18; F03D   9/11
505317443,CN201721894335U,Utilize marine unmanned navigation ware of wind energy direct drive,"The utility model discloses an utilize marine unmanned navigation ware of wind energy direct drive, subassembly, power component and control chip in navigation ship body, the outer subassembly of windpower generation, wind power generation, navigation ship body's outside is equipped with the outer subassembly of wind power generation, navigation ship body's inside is equipped with the interior subassembly of wind power generation, power component and control chip, the outer subassembly of wind power generation is equipped with the fan blade, the fan blade is connected in the radome fairing, the radome fairing right side is equipped with the generator, the generator passes through branch and connects the tail vane, the outer subassembly of wind power generation with assembly circuit intercommunication in the wind power generation, the subassembly includes controller, dc -to -ac converter and battery in the wind power generation, controller circuit connects the dc -to -ac converter, theinverter circuit intercommunication the battery, power component includes motor, axis of rotation and screw. The utility model discloses it is energy -concerving and environment -protective, can long-range realization control simultaneously, simple structure easily realizes.",2018,F03D   9/11; F03D   9/32; B63H  13/00; G05B  19/04
505350133,CN201810870024,Active feedback control method and device used for installing single blade of fan,"The invention belongs to the technical field of ocean engineering and provides an active feedback control method and a device used for installing a single blade of a fan, comprising a collection system, a monitoring system, a calculation system and an execution system. The invention is suitable for installing a large sea fan. For the method of single blade installation, the total transportation time of a fan structure is shorter. After applying the method provided by the invention, the assembly process is quickened to a great extent so as to shorten the assembly time, operation time, etc. Therefore, the method is beneficial to reducing the time for installing the fan integrally, reducing the total cost of the fan, reducing the grid purchase price of wind energy, increasing the competitiveness of the wind energy and promoting the promotion and use of a clean energy.",2018,F03D  80/00; F03D  17/00; F03D  13/10
505552528,PL20150161418T,GRAVITY BASED FOUNDATION FOR AN OFFSHORE INSTALLATION,NULL,2015,E02B  17/00; F05B2240/95; E02B  17/027; F03D  13/20; F03D  13/22; E02B  17/02; E02B  17/025; E02B2017/0091; E02D  27/425; E02D  27/42; Y02E  10/727; E02B2017/0065; E02B2017/0073; E02B2017/0069; Y02B  10/30
505616356,CN201820815154U,Revolve section of thick bamboo sail device based on magnus effect,"The utility model discloses a revolve section of thick bamboo sail device based on magnus effect, including revolving section of thick bamboo sail, motor, GPS sensing system and well accuse device, asection of thick bamboo sail includes dryer and main shaft soon, and the upper and lower both ends of dryer are provided with upper end cover and lower base respectively, main shaft and lower base fixed connection, and lower base is connected with the deck is articulated, realizes the rotation of section of thick bamboo sail soon, the surface of dryer is provided with spiral channel along its length direction, and spiral channel's groove depth is radial 12 no longer than the dryer, just spiral channel is single spiral rectangle channel, and wind accessible channel gets into the rotation of dryer, supplementary dryer to improving the homogeneity that flow field that its rotatory back produced distributes, through spiral channel's ingenious design, making its magnus power that receives whenrotatory in the flow field bigger, the wind energy conversion rate is higher, and its spiral channel still has the effect in the whirlpool that disappears, reduces trailing vortex and vibration, improves the practical application effect.",2018,B63H   9/06; F03D   9/32; B63H   9/02; F03D   7/06
505760701,DK20170168164T,FREMGANGSM≈DE TIL INSTALLATION AF ET OFFSHORE-VINDMÿLLEANL∆G,NULL,2013,Y02E  10/722; Y02E  10/727; F03D  13/22; F03D  80/82; F05B2240/142; F03D  13/10; Y10T 307/724; Y10T  29/49009; F03D  13/25; F03D  80/80; H02J   3/38; F03D   9/257; F05B2240/95
505900012,LT15864137T,FLOATING PLATFORM FOR HARNESSING WIND ENERGY,NULL,2015,F03D   1/04; B63B2035/446; F05B2240/95; B63B  35/44; F05B2240/93; Y02E  10/727; F03D   7/0204; F03D   7/02; F03D  13/20; F03D  13/25; F03D   9/30
505913475,KR20187037150,#NAME?,"? ???, ?? ?? ?(115)? ?? ???? ? ?? ??(102, 103)? ???? ?? ??? (105)? ???? ?? ?? ?? ???? ?? ???. ?? ?? ?? (111)? ?? ??? ???? ??? ??? ??? ?? ?? ?? ?? ??(102) ?? ??? ??. ?? ????(101)? ??(111) ?? ???? ??(125)? ??? ?? ??. ??? ???? ??? ? ?? ?? ??? ??? ????? ????? ??(111)? ??? ?? ??-?? ??(102)? ?? ??? ? ??. ?? ???(105)?, ??? ??? 10 ?? ??? ??(111)? ????? ?? ??(102, 103) ??? ?? ???? ? ???? ???? ????. ??-????? ????(107)? ??? ??? ?? ???(105)? ?? ??? ????? ?? ??(102, 103)? ??? ????.",2009,B63B  35/44; B63B  39/03; E02B2017/0091; B63B   1/107; F05B2240/95; Y02E  10/725; B63B2035/446; B63B2039/067; F03D   9/25; F03D   9/257; F03D  17/00; B63B  39/06; F05B2240/93; B63B  35/00; E02B   9/00; F03D  13/10; E04H2012/006; F03D   7/0204; F03D  13/25; E02B  17/04; F03D  80/00; Y02E  10/22; Y02E  10/727
506093112,CN201820850192U,Offshore wind power generation field boats and ships connectivity platform,"The utility model provides an offshore wind power generation field boats and ships connectivity platform, including the ship body connected unit, first shock attenuation unit and platform linkage unitmore than two, the ship body connected unit has connecting portion and is located the guide pillar of connecting portion both ends and perpendicular to connecting portion, a plurality of first shockattenuation units are all adorned on connecting portion, the platform linkage unit has mount pad and apron, two sides that the mount pad is relative are provided with the guide way respectively, a guide pillar is not connected with a guide way slidable ground, apron lid close on the mount pad and with the mount pad between the shock attenuation of enclosing into more than two position holds, a first shock attenuation unit is located a shock attenuation and holds the position, along the ship body connected unit, platform linkage unit relative movement's direction, the compressible maximum height difference of axial of first shock attenuation unit is less than mobilizable ultimate range difference between the bottom of mount pad and connecting portion. This offshore wind power generation field boats and ships connectivity platform has that the practicality is strong, safe and reliable, stability is good and lasting durable advantage.",2018,B63B  35/44
506163160,DK20150701422T,P∆LEINDS∆TNING,NULL,2015,E02D   7/26; E02D  27/12; E02D  27/525; E02D  27/52; F03D  13/25; F03D  13/22; E02D   7/22; E02D   5/56
506223701,KR20170072382,Wind Turbine Installation Vessel,"Disclosed is a wind turbine installation vessel. According to an embodiment of the present invention, the wind turbine installation vessel comprises: a pulley installed in a working vessel; a wire having one end connected to a command vessel, and partly caught in the pulley; and a winch connected to the other end of the wire to wind or unwind the wire. Therefore, when the winch is operated to wind the wire, the command vessel enters between legs of the working vessel.",2017,B63B  35/00; B63B  27/08; B63B  35/42; B63B  43/18
506228526,AU20180101950,APPARATUS AND METHOD FOR EXTRACTING ENERGY FROM A FLUID,"An apparatus and method is disclosed for extracting energy from an oscillating working fluid, such as ocean waves. The apparatus 10 comprises an internal flow passage 40 for the working fluid, a turbine 44 and a flow control device 38, each of the turbine 44 and the flow control device 38 being in direct fluid communication with the flow passage 40, wherein in use the flow control device 38 is selectively moveable between a first configuration in which the flow control device 38 is open to allow a flow of the working fluid, such as air, to exit the flow passage 40 therethrough, and a second configuration in which the flow control device 38 restricts a flow of the working fluid therethrough. In such an instance, the working fluid then must enter the flow passage 40 via the turbine 44, which can be harnessed to generate electricity. crco",2018,F05B2250/02; Y02E  10/32; Y02E  10/38; F03B  13/142; F03B  13/24; F03D   9/00; F03B  13/14; Y02P  80/158; E02B   9/08; F05B2210/404; F03B  13/26; Y02E  10/28
506228629,AU20180101952,APPARATUS AND METHOD FOR EXTRACTING ENERGY FROM A FLUID,"An apparatus and method is disclosed for extracting energy from an oscillating working fluid, such as ocean waves. The apparatus 10 comprises an internal flow passage 40 for the working fluid, a turbine 44 and a flow control device 38, each of the turbine 44 and the flow control device 38 being in direct fluid communication with the flow passage 40, wherein in use the flow control device 38 is selectively moveable between a first configuration in which the flow control device 38 is open to allow a flow of the working fluid, such as air, to exit the flow passage 40 therethrough, and a second configuration in which the flow control device 38 restricts a flow of the working fluid therethrough. In such an instance, the working fluid then must enter the flow passage 40 via the turbine 44, which can be harnessed to generate electricity. crco",2018,F03B  13/24; F03B  13/142; F03D   9/00; F03B  13/14; Y02P  80/158; Y02E  10/28; F05B2210/404; Y02E  10/38; F03B  13/26; F05B2250/02; E02B   9/08; Y02E  10/32
506230236,AU20180101951,APPARATUS AND METHOD FOR EXTRACTING ENERGY FROM A FLUID,"An apparatus and method is disclosed for extracting energy from an oscillating working fluid, such as ocean waves. The apparatus 10 comprises an internal flow passage 40 for the working fluid, a turbine 44 and a flow control device 38, each of the turbine 44 and the flow control device 38 being in direct fluid communication with the flow passage 40, wherein in use the flow control device 38 is selectively moveable between a first configuration in which the flow control device 38 is open to allow a flow of the working fluid, such as air, to exit the flow passage 40 therethrough, and a second configuration in which the flow control device 38 restricts a flow of the working fluid therethrough. In such an instance, the working fluid then must enter the flow passage 40 via the turbine 44, which can be harnessed to generate electricity. crco",2018,F03B  13/14; F05B2210/404; Y02E  10/32; Y02E  10/38; Y02E  10/28; F03B  13/24; E02B   9/08; F03B  13/26; F05B2250/02; F03B  13/142; F03D   9/00; Y02P  80/158
506293041,MA20150041033,Plate-forme flottante d'exploitation d'Ènergie Èolienne,"L 'invention concerne une plate - forme flottante pour exploiter l' Ènergie Èolienne, comprenant une tour (1) avec une Èolienne (2) et deux ÈlÈments flottants horizontaux et cylindriques identiques (3) parallËles ‡ l 'axe principal d' alignement longitudinal, la tour et le les ÈlÈments flottants Ètant reliÈs entre eux par des barres (5). Les ÈlÈments flottants sont reliÈs ‡ un ÈlÈment stabilisateur (4) situÈ directement sous les ÈlÈments flottants (3), ledit ÈlÈment stabilisant comprenant deux premiËres dalles de bÈton (4a) sensiblement rectangulaires, solides ou plus lÈgËres, ‡ structure nervurÈe, disposÈs perpendiculairement aux axes des corps flottants et reliÈs auxdits corps flottants au moyen de structures auxiliaires.",2015,B63B2035/446; F05B2240/95; Y02E  10/727; F03D   7/0204; F03D   9/30; F03D  13/20; F03D  13/25; B63B  35/44; F05B2240/93; F03D   1/04
506297287,TR20180008860T,AÁ?k denizde sabit olmayan r¸zgar t¸rbini platformlar?n?n kontrol edilmesi iÁin sistem ve yˆntem.,"Bir ¸reteÁ, bir t¸rbin kabininin iÁindeki bir ?afta ba?l? bir t¸rbin kanatlar? setini, kuleye monte edilmi? bir t¸rbin kabinini ve en az ¸Á stabilize edici kolonu iÁeren sabit olmayan bir r¸zgar t¸rbini platformunun e?imini kontrol etmek iÁin bir yˆntem sunulmaktad?r. En az ¸Á stabilize edici kolondan her biri, balast? iÁermek iÁin dahili bir hacme sahiptir. Sabit olmayan r¸zgar t¸rbininin bir oryantasyonu ile ba?lant?l? olan pozisyon verileri al?n?r. Sabit olmayan r¸zgar t¸rbini platformuna istinaden bir topuk aÁ?s?, pozisyon verilerine dayanarak tespit edilir. ‹retecin torku ve t¸rbin kanatlar? setinin bir kanat aÁ?s?ndan en az birinin ayarlanmas? iÁin birinci sinyal, belirlenen topuk aÁ?s?na dayanarak gˆnderilir. En az ¸Á stabilize edici kolon aras?nda balast?n da??t?lmas? iÁin ikinci sinyal de gˆnderilir. Balast?n da??t?lmas? iÁin ikinci sinyal, belirlenen topuk aÁ?s?na ve birinci sinyale dayan?r.",2014,F03D   7/02; F03D  13/25; Y02E  10/723; B63B  43/06; B63B2035/446; B63B  39/03; B63B   1/107; B63B  13/00; F03D   7/048; B63B  22/20; F05B2240/93; Y02E  10/721; Y02E  10/727
506414629,KR20170081458,Floating structure,"The present invention provides a floating marine structure to prevent a jack-up rig or a marine wind turbine from flipped situation. The floating marine structure includes: a hull formed to a plurality of leg well floating on a sea and penetrating as a vertical direction; a leg installed in the leg well and supporting the hull; and a sub buoyancy unit located in a lower part of the hull, installed in the leg to be able to get on and off, and having buoyancy.",2017,E02B  17/003; B63B  43/18; B63B2732/00; E02B  17/00; B63B2043/185; B63B  43/14; B63B2043/145; B63B  35/44; B63B2731/00; E02B  17/08; E02B  17/0818
506418571,US201615774353,Offshore wind farm,An offshore wind farm with a plurality of foundation elements which are arranged so as to form the corners of a plurality of parquetted hexagons and with a plurality of floating offshore wind turbines. Each floating offshore wind turbine within a hexagon is connected to the foundation elements which form the hexagon. The invention is characterized in that the floating offshore wind turbines are connected to the foundation elements by means of connection means designed as a chain and/or a cable or a combination of a chain and a cable. The connection means have a length which allows the offshore wind turbines to drift within a circular area with a radius of up to 10% of the hexagon circumradii about the respective hexagon center.,2016,F03D   9/25; F03D  13/22; F05B2240/93; F03D  13/25; Y02E  10/727; F05B2240/95; Y02E  10/725; F03D  13/20
506451283,KR20170098374,A device that circulates water using wind power in a floating state,"The present invention relates to a floatable water circulator using wind power, capable of circulating water with wind power by freely floating on the surface of water to improve the quality of static water such as a river or reservoir. The circulator includes a floater, a centric shaft, a wind power generator, a pair of driving shafts, and a pair of waterwheels. The floater has a hollow enclosed body and is installed to freely float on the surface of water. The centric shaft is combined with the floater to be rotatable, penetrating the upper part of the floater. The wind power generator comprises a plurality of wind receivers combined with the upper part of the centric shaft in a radial form to receive wind so that the centric shaft is rotated by wind power. The driving shafts are combined with both sides of the floater respectively in a rotatable manner, penetrating both of the sides, and are rotated in the same direction with rotational force received from the centric force. The waterwheels are combined with end portions of the driving shafts, respectively, to be rotated along with the driving shafts to push water in the same direction.",2017,C02F2201/009; F03D   9/00; C02F   7/00; C02F   1/40; F03D   9/008
506593335,CN201821035110U,Marine semi -submersible platform power generation system of photovoltaic and fan cogeneration,"The utility model provides a marine semi -submersible platform power generation system of photovoltaic and fan cogeneration, include fan generator set system, pylon, photovoltaic power generation system, booster station system, semi -submerged formula floating foundation and subtract the trim tank system of shaking, fan generator set system includes generating set, blade, wheel hub and cabin, generating set passes through wheel hub and is connected with blade retention, the cabin is located the top of pylon, the fixed semi -submerged formula floating foundation that arrives in bottom of pylon,generating set and the electric connection of booster station system. The advantage does: stability is good, and water dynamic performance is superior, and it is high to synthesize the generating efficiency, and construction, transportation and installation economy are convenient. The photovoltaic power generation system power of generating electricity offers marine semi -submersible platform system on the spot and subtracts the trim tank system of shaking and dissolves or carry the output to booster station simultaneously, has improved marine semi -submersible platform power generation system's economic nature greatly, has improved marine floating wind -powered electricity generation field comprehensive utilization ratio on the whole, is the main developing direction in marine floating wind -powered electricity generation field.",2018,F03D   9/25; F03D  13/20; F03D  13/25; H02S  10/12
506608916,TW20176116201,Vibration-reducing and liquefaction-resisting foundation for shore-mounted wind turbine and offshore wind turbine with which the vibration reduction unit is not eccentrically vibrated thereby preventing vibration and improving service life,"The present invention relates to a vibration-reducing and liquefaction-resisting foundation for shore-mounted wind turbines and offshore wind turbines, which are provided to receive machine bodies of shore-mounted wind turbines or offshore wind turbines to dispose thereon and includes a balance unit, an anti-liquefaction unit, a vibration buffering unit and a vibration reduction unit arranged in sequence from bottom to top. The anti-liquefaction unit extends 20 meters or more into the ground or the seabed surface. The weight of the vibration reduction unit is greater than 10 times of the weight of the machine body, so as to reduce the vibration transferred downwardly. The weight of the anti-liquefaction unit is greater than 20 times of the weight of the machine body, so as to prevent liquefaction and resist lateral inertial forces during an earthquake. Furthermore, the center of gravity of the shore-mounted or offshore wind turbine is at the same gravity reference plumb line as the center of gravity of the vibration reduction unit, so that the vibration reduction unit is not eccentrically vibrated thereby preventing vibration and improving the service life and the power generation performance.",2017,F03D  13/20; E02D  27/42
506633190,DK20150864137T,Flydende platform til udnyttelse af vindenergi,NULL,2015,F05B2240/93; B63B  35/44; F03D   9/30; F03D   7/0204; F03D  13/20; F05B2240/95; F03D   7/02; F03D  13/25; Y02E  10/727; B63B2035/446; F03D   1/04
506633248,DK20120002600T,System til afk¯ling af nacellen og de varmegenererende komponenter i en offshore vindm¯lle,NULL,2012,F03D  80/00; F03D  80/60; Y02E  10/72; F03D  80/80; Y02E  10/726; Y02E  10/722; F05B2260/205; F05B2240/95
506633312,DK20130875362T,Propeller,NULL,2013,F01D   5/14; B63H   1/26; B63H   1/265; F01D   5/141; Y10T  29/49332; B64C  11/16; Y02E  10/721; B64C  11/00
506633334,DK20120006146T,Energibesparende klimaanlÊg til en offshore vindm¯lle,NULL,2012,F05B2260/64; Y02E  10/726; F03D  80/60; F05B2240/95
506812763,CN201820741286U,High pile platform wind turbine foundation of marine steel construction,"The utility model discloses a high pile platform wind turbine foundation of marine steel construction, including a center section of thick bamboo, tubular pile, sleeve and bearing sheet, a cylindric center section of thick bamboo is located whole high pile platform wind turbine foundation's middle position, the top of a center section of thick bamboo is provided with the flange, a center section of thick bamboo is connected with marine fan through the flange, there is the cushion cap riser side of a center section of thick bamboo along vertical direction of connection, the cushion cap riser isright trapezoid, cushion cap riser top is connected with the annular cushion cap roof of circle perpendicularly, the side at a center section of thick bamboo is established to the interior corral ofcushion cap roof, the below of a center section of thick bamboo and cushion cap riser is connected with the cushion cap bottom plate jointly, the hypotenuse of cushion cap riser is connected with thesleeve, the sleeve internal fixation has the tubular pile, the tubular pile is pipy piling bar, the upper portion and the telescopic inside of tubular pile are provided with shear key, structure as anorganic whole is connected with the tubular pile to the sleeve. The utility model discloses marine construction reliable and simple, task cycle is short, and weight is low, and economy is reliable, has broken through the restriction of high rise pile cap foundation form to weather window period simultaneously.",2018,E02D  27/52; E02D  27/14; E02D  27/42
506841424,CN201820476728U,Marine wind turbine foundation structure,"The utility model provides a marine wind turbine foundation structure, include the changeover portion tower section of thick bamboo that extends along upper and lower direction, with the connecting piece of the lower extreme rigid coupling of a changeover portion tower section of thick bamboo, reserve the concrete cap that there is a hole, and the steel -pipe pile that extends along upper and lower direction, inlay in the stake hole upper end of steel -pipe pile, the lower extreme and the connecting piece of a changeover portion tower section of thick bamboo are pour in concrete cap, the connecting piece include first connecting portion and with the second connecting portion of first connecting portion rigid coupling, the lower extreme rigid coupling of first connecting portion and a changeover portion tower section of thick bamboo, the upper end rigid coupling of second connecting portion and steel -pipe pile, just the second connecting portion are arranged in a hole, the concrete hasbeen pour in the stake hole. The utility model discloses the construction is convenient for build by well marine wind turbine foundation structure.",2018,E02D  27/44; E02D  27/52
506842450,CN201820995558U,Semi -submerged formula offshore wind power generation basis,"The utility model discloses a semi -submerged formula offshore wind power generation basis, including the three limit batter post that leans out, three limit batter post equidistance interval is arranged to open and is enclosed into an equilateral triangle, tower frame of the draught fan establishes the centre of form department at this equilateral triangle, be connected through the top stull between the top of every limit batter post and tower frame of the draught fan's the bottom, the bottom of every limit batter post all is connected with its big the hanging down of a diameter ratio and swings the cylinder, a damping for providing buoyancy and the vertical motion of increase, swing in order to reduce hanging down of basis, the pitch, the rolling campaign, two liang hang down and swing between the cylinder through bottom stull interconnect, be connected through the bracing between bottom stull and tower frame of the draught fan's the bottom, the one end of bracing is connected in themiddle part of bottom stull, its other end is connected in tower frame of the draught fan's bottom. Adopt the utility model discloses can optimize traditional stand form, optimize pylon and pillar buoyancy's connection form, improve motion performance, the stability is good, and reducible structure weight to reduce basic cost.",2018,F03D  13/25; F03D  80/00
506846311,CN201820937953U,Pile sinking location die carrier on offshore wind power generation unit basis,"The utility model discloses a pile sinking location die carrier on offshore wind power generation unit basis, it includes a truss support stake that is located the center, around in outside location truss and the double -layer steel sleeve of truss support stake, the location truss passes through the double -layer steel muffjoint together with the truss support stake. The utility model discloses need carry out accurate positioning pile in the job site at sea to offshore wind power generation unit pile foundation steel bearing platform foundation and jacket basis, provide an ability accurate double -deck pile sinking location die carrier of counterpointing, make the steel -pipe pile can fix a position the accuracy, reduce the pile -sinking construction degree of difficulty greatly. The location truss passes through the double -layer steel sleeve with the truss support stake and adopts the plug -in connection, installs and demolish equal easy to operate. Accomplishing pile sinking operation back, can also remove and reuse the location die carrier, extensive applicability has reduced engineering cost.",2018,E02D  27/42; E02D  13/04
506846451,CN201820937955U,Offshore wind power generation unit pile foundation bearing platform basis,"The utility model discloses an offshore wind power generation unit pile foundation bearing platform basis, it includes steel -pipe pile and steel cushion cap, the steel cushion cap is equipped with steel cushion cap spud leg in the one end of its steel case roof beam, steel cushion cap spud leg cup joints in the steel -pipe pile, the steel -pipe pile adopts location die carrier location hammeringpile sinking, the location die carrier includes the truss support stake, location truss and double -layer steel sleeve, the location truss passes through the double -layer steel muffjoint together with the truss support stake, every branch outer end center of location truss has the closure gap who is used for holding the steel -pipe pile, every closure gap is provided with at least, lower two -layer stake staple bolt, the stake staple bolt is held the steel -pipe pile tightly fixed, steel -pipe pile and steel cushion cap spud leg are connected and have been poured into grouting material in theannular gap at position and link steel -pipe pile and steel cushion cap spud leg and form a whole. The utility model discloses a steel -pipe pile and steel cushion cap all can be be in advance makeedin steel construction processing factory, at sea the job site only need drive piles, installation and grouting operation, the operation on the sea volume has significantly reduced.",2018,F03D  13/10; F03D  13/25
506847652,CN201820931107U,Four spud leg marine wind power jackets,"The utility model relates to a four spud leg marine wind power jackets, include support piece group, support piece group is equipped with a plurality of bracings group including the support steel pipeof four vertical slopes settings from top to bottom between two adjacent support steel pipes, and bracing group comprises two bracing steel pipe cross arrangements, a pile sleeve nest of tubes, the pile sleeve nest of tubes is including arranging the pile sleeve pipe that supports steel pipe lower part outside position respectively in, the pile sleeve pipe is hollow structure and vertical setting, be equipped with the adapter sleeves of a plurality of settings of range from top to bottom between pile sleeve pipe and the support steel pipe that corresponds, the top of pile sleeve pipe is equipped with first horn mouth and arranges the second horn mouth of first horn mouth top in, the diameter of first horn mouth is greater than pile sleeve pipe setting, the diameter of second horn mouth isgreater than first horn mouth setting, the both ends difference suit of setting of adapter sleeve level and adapter sleeve is in pile sleeve pipe that corresponds and the outside of supporting the steel pipe. The utility model has the advantages of easy and simple to handle, reduce the construction degree of difficulty, put forward high support steadiness and firm in connection nature.",2018,E02B  17/00; E02D  27/42
506848293,CN201820953723U,Steel cushion cap on offshore wind power generation unit basis supports leveling system,"The utility model discloses a steel cushion cap on offshore wind power generation unit basis supports leveling system, it includes many sets of leveling card stake wares to support leveling system, every steel cushion cap spud leg supports on the steel -pipe pile through three sets of leveling card stake wares, every set of leveling card stake ware includes a radial jack, an axial jack and a fastener, three sets of leveling card stake ware along steel -pipe pile circumference equipartitions, on the fastener back -off is fixed in the steel -pipe pile pipe wall in the steel -pipe pile top and through the locking bolt, the fastener upwards extends and forms the support riser, radial jack is fixed in and supports on the riser, radial jack piston rod presses in steel cushion cap spud leg outerwall, it is equipped with the support diaphragm to support the riser top, the axial jack is located and is supported on the diaphragm, axial jack piston rod props in the steel corbel bottom, the radial jack and the axial jack of every set of leveling card stake ware all have circuit connection to microprocessor. The utility model discloses ability precise adjustment steel cushion cap spud leg concerns with the relative altitude and the plan position of steel -pipe pile.",2018,E02D  27/42; E02D  27/14
506863333,CN201820648276U,Wind turbine foundation is floated to four stand area ballast semi -submerged formulas,"The utility model discloses a wind turbine foundation is floated to four stand area ballast semi -submerged formulas, including four stands, wherein three are the limit stand, and remaining one is themiddle standing pillar, three limit stand equidistance intervals are arranged to open and are enclosed into an equilateral triangle, and every limit stand is all formed a complete set and is had a square cabin, and three limit stand in the vertical positions are on square cabin corresponding separately, the middle standing pillar is located equilateral triangle's centre of form department to supporting have a circular cabin, and the middle standing pillar in the vertical position is on this circular cabin, adopt variable cross section rectangle flotation pontoon to be connected respectively between every square cabin and the circular cabin, the top of middle standing pillar and the tower section of thick bamboo junction of fan are provided with transition platform, adopt the bracing to transmit fan complete machine moment of flexure load between transition platform and the variable cross section rectangle flotation pontoon, are provided with between bracing and the variable cross section rectangle flotation pontoon and are connected the bridge. The utility model discloses a big megawatt wind turbine generator system (more than the 7MW) provides safe and reliable, the controllablemarine bearing structure of cost, guarantees that big megawatt wind turbine generator system stabilizes the safe and reliable operation.",2018,F03D  13/25; B63B  21/50; F03D  13/20; B63B  35/44
506865155,CN201820462010U,A shell mechanism that is used for outer shell type corrosion preventing device of a tower section of thick bamboo,"The utility model relates to a shell mechanism that is used for outer shell type corrosion preventing device of a tower section of thick bamboo, including the last clamp body and the lower clamp body,it sets up a formation cavity that holds the embedding of a tower section of thick bamboo with the lower clamp body in opposite directions to go up the clamp body, the lower terminal surface of goingup the clamp body is equipped with sealed rack a, the up end of the clamp body is equipped with sealed rack b down, sealed rack an and sealed rack b intermeshing set up, and sealed rack a, all be equipped with the electric conductor on the sealed rack b, the clamp body is equipped with the conducting layer with the internal surface of the lower clamp body on while, on, one side of the lower clampbody is through pivot swing joint, on, the opposite side of the clamp body is equipped with the connecting plate respectively down, on, the connecting plate of the clamp body corresponds the settingfrom top to bottom just through the group link of screwing down. The utility model has the advantages of rational in infrastructure, dismantlement makes things convenient for, is convenient for to change to maintain.",2018,F03D  13/25; F03D  80/00; C23F  13/06
506866142,CN201820461153U,A water exchange mechanism that is used for outer shell type corrosion preventing device of a tower section of thick bamboo,"The utility model relates to a water exchange mechanism that is used for outer shell type corrosion preventing device of a tower section of thick bamboo, corrosion preventing device include shell mechanism, and this shell mechanism suit includes the water exchange hole b on placing the water exchange hole an on the tower section of thick bamboo in and placing shell mechanism in at the outer circumference of a tower section of thick bamboo, water exchange mechanism, and water exchange hole an and water exchange hole b correspond the setting, are equipped with a plurality of filters in the waterexchange hole b, and water exchange hole b's the outside is equipped with a valve, a plurality of filters are interval cross arrangement and set up, be equipped with on the filter a plurality ofly tocross the filtration pore, and the aperture of crossing the filtration pore on the filter are set up to interior reducing in proper order by outer, the position that the medial surface of outside mechanism is close to water exchange hole b is equipped with detector and alarm, and the detector is connected with the alarm, and is equipped with the buckler on detector and the alarm. The utility model has the advantages of simple structure, prevent that a tower section of thick bamboo is inside and take place to corrode, improve sacrificial anode life.",2018,F03D  17/00; F03D  13/25; F03D  80/00
506879482,CN201821192859U,Marine booster station jacket basis,"The utility model relates to a wind -powered electricity generation field construction technical field, concretely relates to marine booster station jacket basis, include: lower part basis, bottom mounting in the sea bed, the inside part integration that surpasss the sea level in lower part basis has cable layer. The utility model provides a marine booster station jacket basis, the foundation construction accomplish the back alright carry out each current collection circuit and the construction of landing of seeing extra large cable off, can follow the construction tissue efficiency of building processes optimization wind -powered electricity generation fields such as wind turbine foundation construction, fan hoist and mount construction, extra large cable construction simultaneously.",2018,F03D  13/25; E02B  17/02; F03D  80/80
506881308,CN201821080157U,For honourable complementary power generation system of marine wind power dehumidifier with illumination power supply,"The utility model discloses a for honourable complementary power generation system of marine wind power dehumidifier with illumination power supply has solved the technical problem that marine dehumidifier power supply mode is single and the maintenance is difficult among the prior art, and the technical scheme of adoption includes: power generating equipment, battery, dc -to -ac converter, firstsensor, second sensor, always control the circuit, first sensor and second sensor are connected respectively to the first input end of always controlling the circuit, and power generating equipment and battery are connected respectively to its second input, and the dc -to -ac converter is connected to first output, and the battery is connected to the second output. The utility model discloses guarantee the stable reliability of power supply, multiple power supply mode makes the dehumidifier at any time to go up.",2018,H02J   7/35; H02J   7/00; H02J   7/14; H02J   9/06; H02S  10/12
506904337,CN201820758359U,Post -tensioned prestressing tubulose wind turbine foundation structure that can be used to soft soil area,"The utility model discloses a post -tensioned prestressing tubulose wind turbine foundation structure that can be used to soft soil area is applicable to and supports that aerogenerator's etc. Is fixed. Tubulose wind turbine foundation structure is upper and lower open tubular structure, including inner tube, urceolus, it is used for preventing the inside bed course bottom plug of groundwater infiltration to be equipped with in the bottom of inner tube, urceolus, be equipped with the roof at the top of inner tube, urceolus, be equipped with the clay curtain around the roof, have a plurality ofbolt in that the inside of roof is pre -buried, the bolt includes first nut, goes up the anchor board, anchor board, tensional element and second nut down, tensional element's upper end is fixed withanchor board and first nut, the tower section of thick bamboo of fan is connected to tensional element's upper end through first nut. The utility model discloses the construction convenience cycle isshort, the cost is low, the security is high, burried depth is very big, and the wholeness is strong, stability is good, be convenient for change the component, has great loaded area, can bear greatvertical load and horizontal loading, and is less to neighbouring building influence during the construction.",2018,E02D  27/42
506907403,PL20140801382T,SYSTEM AND METHOD FOR CONTROLLING OFFSHORE FLOATING WIND TURBINE PLATFORMS,NULL,2014,F03D   7/02; F03D  13/25; Y02E  10/723; B63B  13/00; B63B  39/03; B63B  43/06; Y02E  10/727; B63B2035/446; F03D   7/048; Y02E  10/721; B63B   1/107; B63B  22/20; F05B2240/93
506908143,PL20100158186T,"Device and method for erecting at sea a large slender body, such as the monopile of a wind turbine",NULL,2010,F03D  13/20; Y02P  70/523; E02B  17/027; E02B2017/0039; F05B2230/60; E02B  17/00; F05B2240/95; Y10T  29/53; E02D  27/42; Y02E  10/727; E02B2017/0091; Y10T  29/49826; F03D  13/22; E02B  17/02; E02B2017/0056; E02B2017/0065; F03D  13/10
506950122,CN201820828440U,Double fan deep sea marine wind power floating foundation,"The utility model discloses a double fan deep sea marine wind power floating foundation, be fixed in the negative -pressure barrel on the sea bed, the tower section of thick bamboo that two were installed on the flotation pontoon including what five flotation pontoons that link together, five were connected with the flotation pontoon to and two fans of installing respectively on two tower sectionof thick bamboos. The utility model has the advantages that: compare in traditional marine wind power floating foundation, practiced thrift goods and materials, reduced the marine wind turbine foundation's in deep sea that predominant wind direc tion concentrated amortization charge, reduced engineering cost, and then improved the benefit of deep sea marine wind power project, floating foundation's stability has been ensured to five traction chain and two tensioning formula anchor chains.",2018,F03D  13/25; B63B  35/44
506962575,CN201820401488U,Pole robot is got to wind turbine foundation and intelligence of removable crab -bolt of intelligence,"The utility model relates to a wind turbine foundation of the removable crab -bolt of intelligence, include the basic cushion cap of being put up by the concrete, the transverse zygomorphy of basic cushion cap is equipped with a flange and end flange, is equipped with a plurality of stocks of fixed connection top flange and end flange in the basic cushion cap, and stretch -draw was handled after the stock carried out the anchor head, and the bottom of basic cushion cap is equipped with the horizontal cavity that exposes the bottom nut, horizontal cavity highly be higher than the height that the pole robot was got to intelligence, be equipped with the intercommunication on the basic cushion cap pole robot passageway is got to the intelligence of horizontal cavity, and intelligence is got pole robot passageway and is supplied intelligence to get the pole robot to pass through. The utility model discloses a forming the small -size fall way down from last expert in the basis, the width offall way is no longer than 1 meter, and the bottom cavity highly be not higher than 1m, get the follow fall way entering of pole robot through intelligence, carry out work such as bottom nut dismantlement, base bottom maintenance, basic the stress is good, intensity is high, can not appear collapsing and oxygen -deficient problem.",2018,B66F   7/02; E02D  27/42; F03D  80/50; B25J  11/00; F03D  17/00; F03D  13/20
506976925,CN201811190120,Novel ocean energy self-cleaning type power generating buoy,"The invention discloses a novel ocean energy self-cleaning type power generating buoy. A wind-photovoltaic integrated generating assembly is mounted at the upper end of a buoy lamp by a base. A cabinbody is connected to the lower end of the buoy lamp. The wind-photovoltaic integrated generating assembly comprises a wind generator set and a modularization photovoltaic generator set. The modularization photovoltaic generator set is divided into three areas. Rotor blades of the wind generator set are mounted on the upper surface of a photovoltaic generating panel of the photovoltaic generator set. A dedusting device is mounted in each rotor blade. The dedusting devices face the generating panel of the photovoltaic generator set. The wind generator set and the photovoltaic generator set respectively convert wind energy and solar energy into electric energy to power the buoy together. A tension leg mooring system with double-permeable pendant plates fixes the buoy to seawater. The day andnight alternation working mode is adopted, the rotor blades with dedusting brushes of the wind generator clean the photovoltaic generating panel during rotating, and therefore light transmittance of the photovoltaic generating panel is guaranteed. The tension leg mooring system with the double-permeable pendant plates guarantees that the buoy can work stably in the severe environment.",2018,B63B  22/00; B63B2035/446; B08B   1/04; B63B  21/50; B08B   1/00; B08B   1/002; B63B2035/4453; B63B  21/502; B63B  22/04; B63B  35/44
506989948,CN201820973214U,Marine wind power work platform,"The utility model discloses a belong to electric specialty technical field, specifically be a marine wind power work platform, including two installation poles, two installation pole parallel placement, two the relative equal longitudinal welding in one side bottom of installation pole has the base plate, two base plate top surface has all vertically seted up the guide way, two the guide way innerchamber guide block of all having pegged graft, two the bracing piece has all been welded at the guide block top, two the equal vertical spout of having offered of a relative middle position of bracing piece, two the inner cavity of the slide slot slider of all having pegged graft, two elevator motor bottom power take off end all is connected with the screw rod, two peg graft respectively at theinner chamber of two bearings in the screw rod bottom, two the one -side welding that the slider is relative has the lifter plate, the vertical standing groove of having offered of side surface middleposition before the lifter plate, this utility model structure is simple, uses steadily, and effective save time improves the efficiency of construction.",2018,F03D  13/10; F03D  13/40
507013568,CN201821211814U,High -effect anti strong typhoon wind power system of floating,"The utility model discloses a high -effect anti strong typhoon wind power system of floating, it can be folded the wind -engaging body when wind -force is powerful the high -usage of wind energy in proper order, and the protection wind -engaging body is not damaged, and its technical scheme is: including floating structure, a plurality of anchor chains of floating structure bottom fixed connection, floating structure top set up vertical rotation axis, vertical rotation axis sets gradually a plurality of hemisphere wind -engagings body from top to bottom, first semi -circular brace rod and thesemi -circular brace rod of second that the distance set up are set for to the hemisphere wind -engaging body including upper and lower interval, the semi -circular brace rod of first semi -circular brace rod and second all is connected with vertical rotation axis, and hemisphere fan blade cover locates first semi -circular brace rod and the semi -circular brace rod of second to with the circularbrace rod fixed connection of two halves.",2018,F03D  80/60; F03D  13/25; F03D   5/00; F03D   9/25; F03D  15/00
507154028,CN201820237923U,Automatic metering device that feeds of energy -concerving and environment -protective type deep water net cage breeding,"The utility model relates to an automatic metering device that feeds of energy -concerving and environment -protective type deep water net cage breeding belongs to aquaculture device technical field.The utility model discloses the device is stored the fodder in the storage case, it relies on the flotation pontoon to float in deep water net cage to float the case, blow and move the fan, the fan drives the hydraulic pump and carries the energy storage ware with hydraulic oil from the oil tank, it exists in the energy storage ware to form the hydraulic pressure energy reserve, hydraulic motor can be carried with hydraulic pressure to the energy storage ware, hydraulic motor passes through gearbox drive metering device and rotates, make metering device rotate with certain speed through the adjusting gear case, in the stock chest of fodder in the discharge gate gets into metering device of storage incasement, the stock chest is discharged the fodder through rotatory from the discharge gate, send out to accomplish among the deep water net cage and feed. The utility model discloses the device has effectively reduced artifical intensity of labour, can realize that nobody independently feeds at regular time and quantity, improves work efficiency. The utility model discloses the device can effectively improve the accuracy that the measurement was put in to bait, and installs simple structure, easy maintenance, long service life.",2018,A01K  61/80; F03D   9/10
507155440,CN201820443096U,Extra large biological protection cover of offshore wind farm wind turbine foundation stake,"The utility model provides an extra large biological protection cover of offshore wind farm wind turbine foundation stake, sealed filling layer parcel surrounds the surface at sealed filling layer onthe surface of wind turbine foundation stake, reinforcing lock ring layer in proper order including sealed filling layer, reinforcing lock ring layer and antifouling layer outside to by interior, andantifouling layer covers the surface on reinforcing lock ring layer. The utility model discloses wind turbine foundation stake surface ocean fouling organism's growth can be effectively restrained, ocean fouling organism's expense is sparingly regularly clear away to avoided wind turbine foundation stake surface microenvironment to increase by local corrosion and the wave load that ocean fouling organism arouses.",2018,E02D  27/52; E02D  27/42; E02D   5/60
507164967,CN201821103733U,Board -like wind power generation tower foundation of precast prestressed,"The utility model relates to a board -like wind power generation tower foundation of precast prestressed of removable screw rod belongs to wind power generation technical field, pour including the concrete cushion wind power generation tower foundation's bottom, hollow area's round platform structure is left by the center of a plurality of precast concrete block group one -tenth, the round platform structure is placed the concrete cushion top, a plurality of prestressing force screw rod has evenly been buried in a plurality of precast concrete piece underground, the prestressing force screw rod is vertical to be passed the precast concrete piece, a tower section of thick bamboo is connected on the top of prestressing force screw rod, the bottom of prestressing force screw rod with lower anchor board fixed connection. The utility model discloses change an aerogenerator tower section of thick bamboo and being connected of basis into prestressing force screw assembly by the foundation ring, guaranteed the flexonics of a tower section of thick bamboo with the basis, reduced the volume of using the steel, the construction also simplified simultaneously. The wind power generation tower foundation rigidity is strong, stability is good, be convenient for change the component, has great loaded area.",2018,E02D  27/42
507174319,CN201820991237U,Wind -powered electricity generation platform is floated to marine cluster formula,"The utility model relates to a wind -powered electricity generation platform is floated to marine cluster formula. A wind -powered electricity generation platform is floated to marine cluster formula,includes moor tower, floating foundation, moor cable and a plurality of fans, floating foundation can float on the surface of water, the moor all alone fixed connection floating foundation and the tower of mooring, install on floating foundation at a plurality of fan intervals. Above -mentioned wind -powered electricity generation platform is floated to marine cluster formula installs a pluralityof fans on floating foundation, and floating foundation fixes on the tower of mooring through the cable of mooring, through the fixed a plurality of fans of tower of mooring, greatly reduced marine wind power's cost. Consequently, above -mentioned wind -powered electricity generation platform is floated to marine cluster formula has the lower advantage of cost.",2018,B63B  35/44
507184620,CN201820627521U,Collecting space area place wind turbine generator system deviation correcting device,"The utility model discloses a collecting space area place wind turbine generator system deviation correcting device, including combined ball body framework, the top of a tower section of thick bamboocan be handed over in combined ball body framework, is the combined ball framework through a tower section of thick bamboo cabin connecting device connects the cabin, a tower section of thick bamboo adopts three column type structure, effectively improves its stability, and has certain anti deformability, and the fixed basis of the bottom of a tower section of thick bamboo is passed through the anchor rope and is connected with the ground, strengthens its extraction resistant performance, can be when uniform settlement appear not in collecting space area place ground, and support fan that a tower section of thick bamboo also can stabilize, combined ball body framework can receive the wind load non -directiveness to carry out resolution of force to the fan to the effect that influences thatmakes the wind turbine generator system basis warp by the collecting space area surplus weakens greatly, the utility model provides a method of rectifying in collecting space area place can be underthe wind turbine generator system basis condition of not changing to rectifying, the simple safety of operating method, it is high -efficient accurate to rectify, avoids the limitation that slip casting rectified and bring.",2018,F03D  13/20; F03D  80/80; F03D  80/50
507203971,JP20170128942,OXYGEN SUPPLY DEVICE PROVIDED ON AQUATIC LIFE RAISING SUMP PART,"To provide an oxygen supply device provided on an aquatic life raising sump part which is very practical.SOLUTION: An oxygen supply device provided on an aquatic life raising sump part comprises: a water scooping part 2 for scooping water in the aquatic life raising sump part to an upper side of a water level; and a water return part 3 for returning the water scooped by the water scooping part 2 to the aquatic life raising sump part through an air contact part 10 for bringing the water into contact with air, the water scooping part 2 comprises a rotary shaft part 5 having a rotary drive source 4 on an upper part thereof and on a peripheral surface of which a spiral recess groove 5a is provided, and a cylindrical part 6 which is fitted to the rotary shaft part 5 and whose lower end part is arranged in the water in the aquatic life raising sump part.SELECTED DRAWING: Figure 1",2017,B01F   1/00; B01F   3/04; B01F   5/00; C02F   7/00; F03D   9/28; A01K  63/04
507211598,SK20180000122U,Floating wind turbine,"The floating wind turbine located on an anchored buoy or on a mobile vessel (6) is connected to a generator (11) with a gearbox (10). The turbine has a vertical bearing axis in a pillar (2), and its blades (1) are mounted on a supporting structure so that they have an angle of inclination with the vertical bearing axis in the pillar (2), while the angle of the blades profile (1) against the tangent of a circular path of rotation of the blades (1) are given by the stops in the pivoting mounting of the blades (1) on the supporting structure and the stabilizing elements. The vessel (6) has the fins (4) at the end of the arms (5) which are connected by the levers (7), which are articulated to the rods (8) and those to a connecting rod (9), whose crank is directly on the axis of the wind turbine or on the output axis of the gearbox (10), on which there is also the generator (11). The wind turbine is designed to the ships propulsion, the yachts and the boats, as well as to the produce accumulated energy in the seas.",2018,F03D   9/25; F03D  13/25; B63B  35/44
507460975,CN201820538075U,Marine wind power gravity block base plinth,"The utility model discloses a marine wind power gravity block base plinth, this basis be applicable to thickness of cover no longer than 5m, the depth of water no longer than 10m and the lower part sea bed condition for the basement rock, it includes box hat structure, concrete gravity piece and steel structural member, the inside cavity irrigation concrete of box hat structure, concrete gravity piece is cup jointed on upper portion, and the top adopts steel structural member to be connected with a fan tower section of thick bamboo. This structural style can install at land fabrication, sea fast, requires lowly simultaneously to construction equipment to can adjust the structure size according to load size is nimble, advantage such as have the bearing capacity height, scour prevention is effectual, task cycle is short, construction cost is low, marine construction process is simple is developed for realization marine wind power's scale and is provided technical support.",2018,E02D  27/12; E02D  27/52
507543729,DK20150164256T,FREMGANGSM≈DE TIL OFFSHORE-INSTALLERING AF STRÿMKABLER TIL VINDMÿLLEANL∆G OG HAVBUNDSFARTÿJ,NULL,2015,F03D   9/257; F05B2230/60; H02G   1/10; F03D  13/25
507566616,US201715672411,Damping device for onshore and offshore wind turbines,"A damping device for a wind turbine tower is disclosed having at least one upper mount extending from a tower structure, at least one lower mount extending from one of the tower structure or a tower foundation, at least one damping device extending only in a substantially vertical direction, the damping device having an upper connector coupled with the upper mount and a lower connector coupled with the lower mount, and at least one damper coupled between the upper connector and the lower connector.",2017,E04B   1/98; F03D  13/22; F05B2240/2211; F05B2240/912; F03D  13/20; F05B2220/706; F16F  15/023; F16F  15/02; E04B   1/985; F05B2240/95; F05B2260/964
507664343,CN201821008596U,Rain -proof lid of a tower section of thick bamboo,"The utility model relates to a the utility model relates to a marine fan equipment technical field, concretely relates to rain -proof lid of a tower section of thick bamboo. The roof includes circularplane portion and outlying cambered surface annulus, cambered surface annulus sub -unit connection tube -shape curb plate, circular plane portion upper portion centre of a circle position sets up thetop lug, cambered surface annulus upper surface circumference sets up a plurality of upper portions lug, cambered surface annulus lower surface circumference sets up a plurality of lower parts lug, set up locating plate and the locking board that a plurality of intervals set up along roof circumference, through locating plate and locking board with rain -proof lid and tower bobbin top portion together, rain -proof caping portion and bottom distance are less than or equal to 800mm. This rain -proof lid and the tower bobbin top seamless connection of portion, rain -proof effect is better, and rain -proof caping portion and bottom distance are no longer than 800mm, and the front face area is little, draws the guy rope to have the carrying capacity of anti storm speed not damage.",2018,F03D  13/20
507682440,CN201821156284U,Marine submerged floating tunnel's of float -type energy acquisition device,"The utility model discloses a marine submerged floating tunnel's of float -type energy acquisition device, including suspension flotation pontoon at sea, the flotation pontoon passes through the anchor rope to be connected with the tunnel, makes the tunnel have the come -up effect, keeps the stability in tunnel, it installs the tidal power generation device to set up on the inner wall of flotationpontoon upper end, the top installation iron tower of flotation pontoon, wind turbine generator system is installed to one side of iron tower, and the opposite side is installed and is fallen people's platform, wind turbine generator system and tidal power generation device pass through the inside electric wire netting of anchor rope is connected to the power supply unit in tunnel, the utility model discloses building wind turbine generator system and tidal power generation device on the flotation pontoon in tunnel, saving the cost, reduced risk capital, set up and fall maintenance and the maintenance that tunnel, wind turbine generator system and tidal power generation device had been solved to people's platform, directly obtain the green renewable sources of energy and generate electricity, avoid leading to the fact environmental pollution, extensive applicability is general, and is inexhaustible.",2018,F03B  13/26; F03D   9/25; F03D   9/32; B63B  35/44
507688885,CN201820737534U,Platform type surface of water wind power generation set,"The utility model provides a platform type surface of water wind power generation set, including the power generation facility body, the power generation facility body includes wind power generation wheel and intelligent system, wind power generation takes turns to and is provided with spiral impeller, spiral impeller's bottom is equipped with the rotation support column, the bottom of rotating the support column is equipped with the motor case, the bottom of motor case is equipped with first platform type ship, the bottom of first platform type ship is equipped with second platform type ship,the bottom of second platform type ship is equipped with third platform type ship, the inside of first platform type ship, second platform type ship and third platform type ship is equipped with accumulator case no. 1, accumulator case no. 2 and accumulator case no. 3 respectively, and this platform type surface of water wind power generation set is novel in design, has realized the electricity generation of fragmentary pollution mode, and degree of automation is higher.",2018,F03D   9/11; F03B  13/26; F03D   7/02; F03D  13/25; H02J   7/14
507692081,CN201820812865U,Marine wind power high rise pile cap foundation alongside system,"The utility model discloses a marine wind power high rise pile cap foundation alongside system, this system include concrete cap, concrete cap upper portion and lower part are pre -buried respectivelyto have a polylith cushion cap built -in fitting, lean on the ship component, lean on the ship component including many piece perpendicular of setting up lean on that ship steel pipe and level set uprespectively with many lean on the fixed dolphin that links to each other of ship steel pipe. This system lean on ship member and concrete cap be connected by impingement baffle bolted connection make steel welding into, impingement baffle makes phi 406mm scour protection pipe welding into and forms, overall stability is very good, can satisfy fan equipment debugging, operation and maintenance work needs for a long time. Lower part cantilever section increases the staple bolt that is connected with neighbouring steel -pipe pile to link to each other with the scour protection steel pipe, realize that whole system interconnect is fixed, avoid the scour protection steel pipe to play pendulum, the reinforcing alongside lateral force of system performance. The both sides top -down of alongsidesystem sets up 3 dolphins respectively, can satisfy the heaving pile and the alongside requirement of boats and ships under the different water levels.",2018,E02B   3/26; E02D  27/42; E02B   3/24
507764064,KR20170122291,????????,"The present invention relates to an airborne wind power generation apparatus and, more specifically, to an airborne wind power generation apparatus, which is an apparatus to generate power on the ground by using power generated in the air through a cable, to convert rotary motion of a floater disposed in the air into reciprocating linear motion in a power generation unit and generate an induced current in an electric generation unit installed on the ground through the cable so as to transfer energy produced in the air to the ground, thereby efficiently producing electric energy. Moreover, an electric generation facility to be installed in the floater is installed in the ground to separate the power generation unit of the floater and the electric generation unit so as to reduce the weight of the floater, such that lifting force of the floater is increased. To this end, the airborne wind power generation unit comprises the floater disposed in the sky, the power generation unit disposed in the floater, and the cable having one side end wound on the bottom part of an elevation plate disposed in the power generation unit. The floater comprises an air tube to inject a floating gas thereinto along a boundary, and a blade disposed on the inner surface of the air tube and including a plurality of wings to be rotated by wind. The power generation unit comprises: a body part; a rotary shaft insertion part disposed on one end part of the body part, and inserting a rotary shaft of the blade thereinto; a cam shaft including rotary shaft which has one side connected to the rotary shaft of the blade and has an eccentric rotary shaft; and the elevation plate having one end part coupled to the eccentric rotary shaft of the cam shaft, having a guide part longitudinally formed in a central part, and elevated in accordance with rotary motion of the eccentric rotary shaft.",2017,F03D   1/00; F05B2240/922; F03D   9/11; F03D  15/10; F05B2220/706; F05B2240/221
507801249,CN201821330627U,Ocean is power generation facility for drilling platform,"The utility model discloses an ocean is power generation facility for drilling platform, including aerogenerator, first bracing piece, photovoltaic controller, fan control ware, group battery, platform, dc -to -ac converter, solar panel, fixed bolster, second bracing piece, a bevel gear, third bracing piece, the 2nd bevel gear, round bar, chain, connecting rod, first gear, dead lever, first bearing, second gear, rocker, protective housing, fourth bracing piece, the DC load, alternating load, second bearing, locating piece, spring, pivot, third bearing and recess. The utility model discloses the daily power consumption of mainly used drilling platform utilizes the cooperation of solar panel, aerogenerator, controller and dc -to -ac converter to store the electric energy in the group battery, is favorable to the the DC load and the selectivity of alternating load to be used, cooperation through bevel gear, bearing and chain is used, is convenient for manual adjustment solar panel just tothe sun, is favorable to solar energy transformation's efficiency.",2018,F03D   9/34; H02S  20/30; H02J   7/35; F03D   9/11; H02S  10/12
507802760,CN201821112450U,Steel tower and concrete tower section of thick bamboo connected node among prestressing force combination wind power tower,"The utility model relates to a combination wind power tower technical field discloses a steel tower and concrete tower section of thick bamboo connected node among prestressing force combination windpower tower. Concrete tower section of thick bamboo including the below is located the steel tower section of thick bamboo above the concrete tower section of thick bamboo, connects the prestressed steel beam of a steel tower section of thick bamboo and a concrete tower section of thick bamboo, is located and spreads the loading board between a prestressed steel beam tip and the concrete tower section of thick bamboo, the lower extreme level of a steel tower section of thick bamboo is provided with the flange board, and the flange board is located the section of thick bamboo wall up end of a concrete tower section of thick bamboo, the diffusion loading board is located flange board top, including a set of coincide from top to bottom, the concentric billet that sets up, the prestressed steel beam bottom is located the section of thick bamboo wall of a concrete tower section of thick bamboo, and the anchor was fixed after flange board and diffusion loading board were upwards extended, were passed in proper order to the top. The utility model discloses with low costs, it is convenient to install, can effectively pass through and disperse the prestressing force load.",2018,F03D  13/20
507815572,CN201820602052U,Unrestrained and tidal level measurement buoy of far -reaching hypo based on big dipper difference reinforcing technique,"The utility model is suitable for a marine environmental monitoring technical field provides an unrestrained and tidal level measurement buoy of far -reaching hypo based on big dipper difference reinforcing technique, including processing module, measured module, mobile module, power module and communication module, wherein: processing module with measured module is connected, be used for with data that measured module recorded are carried on after the simple processing and the compression send for communication module, big dipper satellite antenna satellite -based difference signal antennas with the short message transmission antenna of the big dipper transmits wave data and the quick accuracy of tidal level data to data monitoring center on the bank, realizes wave and the long -range online synchronous measurement of tidal level data and the long distance transmission in far -reaching extra large sea area, and the buoy is from the area the solar energy electroplax with the wind energy fan is the support that whole buoy provided electric power, and use is in turn carried out to the renewable sources of energy of two kinds of differences to firm energy's long -term supply makes thebuoy can to stabilize work in succession.",2018,G01C  13/00; G08C  17/02; H02J   7/35; G01S  19/41; B63B  22/00; G05B  19/042
507990893,KR20170101555,MARINE FLOATING TYPE SMALL WIND POWER GENERATOR IMPROVING POWER GENERATION EFFICIENCY,"The present invention relates to a marine floating type small wind power generator improving power generation efficiency that is capable of being made to a small size, optimizing the power generation efficiency through a double blade structure and a rotation resistance structure of a floating body, improving structural stability and durability through separation of a driving part and a power part, and providing a good outer appearance. According to the present invention, the marine floating type small wind power generator improving power generation efficiency includes: a floating body; a first wind rotor connected to a first rotating shaft on top of the floating body and rotating by wind; a second wind rotor connected to a second rotating shaft passed through the inside of the first rotating shaft in such a manner as to be rotatably supported against the first rotating shaft on top of the floating body and rotating by wind; an electrical power generating module for generating electricity by means of the rotating forces of the first wind rotor and the second wind rotor; a charger and discharger module for charging and discharging the electrical power generated from the electrical power generating module; a floating body rotation preventing member for preventing the floating body from rotating by means of the rotating force of at least one of the wind rotors; and anchor means for fixing the floating body to an installation position, wherein the first wind rotor and the second wind rotor rotate in the opposite direction to each other.",2017,F03D   3/005; F05B2240/213; H02K   7/183; H02K   7/18; F03D   3/02; F03D   3/06; F03D   3/00; F05B2240/212
507992826,KR20170098879,Structure Installation Vessel,"According to the present invention, a vessel for installing a structure, which installs the structure on a jacket installed on the sea, includes a deck having a loading space in which a loading board, on which at least one of installation equipment and components for installing the structure is loaded, is stored, wherein the loading space is formed such that at least a part of the loading space is opened to the outside of the deck, and the loading board is slidably inserted / extracted through an opening of the loading space.",2017,B63B  25/00; B63B  35/00; F03D  13/40
507994960,KR20170159873,ACTIVE SAIL CONTROL SYSTEM FOR SALE YACHTS AND SALE YACHT WITH THE SAME,"The present invention relates to an active sail control system for a sail yacht, which easily adjusts the area of a sail receiving wind by a compact slide door type structure to smoothly control propulsion force and direction by wind in accordance with a sea condition, and realize shortest distance sailing to a destination, and a sail yacht including the same. According to the present invention, the active sail control system for a sail yacht comprises: a main sail erected on a hull to be able to rotate on a vertical shaft and having a slide groove from an opened rear side to the periphery of a front side in a shape crossing in a front and rear lateral direction; and variable sail installed to move back and forth by sliding operation in the slide groove of the main sail and extending a total area receiving wind when being withdrawn from the slide groove of the main sail. Accordingly, the propulsion force and direction of the hull are able to be adjusted in accordance with the rotating angle of the main sail and the withdrawal degree from the main sail.",2017,B63B2015/005; H02S  40/30; B63B2035/009; F03D   9/32; B63B  15/00; B63B  15/0083; B63B2209/20; B63H   9/06; H02S  30/10; Y02T  70/583; B63B2209/18; Y02E  10/50
508009855,KR20170135253,Spiral generator of artificial tornado hurricane yellowdust typhoon,"The present invention relates to a spiral artificial upward air flow generator which is built on the ground or in an offshore environment with tornado, hurricane, typhoon, and yellow dust occurrences, artificially generates small-scale tornado, hurricane, typhoon, and yellow dust of the same principles, and is capable of distribute and weaken the energy of the same in a synthetic manner. The outer diameter (D) of the spiral artificial upward air flow generator is determined by using a function of dividing the height (H) of the spiral artificial upward air flow generator selected as a base type by the golden ratio value of 1.618 twice (D=0.328H). When the diameter (D) of the spiral artificial upward air flow generator is selected in advance, the reverse module function of the base type (H=2.618D) is used to determine the outer diameter (D). The upper end of the base type of the spiral artificial upward air flow generator has a lightning arrester of a funnel-shaped base made of silver (Ag) while a solar cell collector plate is arranged on the outer walls of the upper end. A wind power generator is installed in an internal path. A door electrically adjusted with the electricity from the solar cell and wind power generator, a blower for generating upward air flows, a heating stainless steel plate, an a heating coil are installed on the lower end of the spiral artificial upward air flow generator, thereby artificially generating the tornado, hurricane, typhoon, and yellow dust while adjusting the scale of the same in accordance with the base type of the spiral artificial upward air flow generator.",2017,F03D   9/37; Y02E  10/60; H02S  10/12; Y02E  10/70; H02S  10/30
508067746,CN201820765028U,A worker die plate for wind turbine generator system pylon crab -bolt basis,"The utility model discloses a worker die plate for wind turbine generator system pylon crab -bolt basis, including first semicircular piece, second semicircular piece, first semicircular piece and second semicircular piece are through the fixed ring form that splices into of connecting plate. The utility model relates to a a worker die plate for wind turbine generator system pylon crab -bolt basisthat convenience, cost more hang down is maintained in anchor slab and simple structure, installation on the substituting crab -bolt basis of ability.",2018,E02D  27/42
508124272,ES20110195822T,Conjunto aerogenerador-plataforma flotante y mÈtodo para la orientaciÛn de dicho conjunto,"Conjunto aerogenerador (16) - plataforma (1) flotante, que comprende un aerogenerador (16) de tipo upwind dispuesto sobre una plataforma (1) flotante, donde el aerogenerador comprende: - una torre (3) fijada a la plataforma (1); - una gÛndola (4), dispuesta sobre la torre (3) para soportar un rotor (6), y dotada de un mecanismo de guiÒada para orientar el rotor (6) hacia barlovento, dicho mecanismo de guiÒada proporcionando a la gÛndola (4) un giro respecto a la torre (3) en torno al eje longitudinal de dicha torre (3); comprendiendo el rotor (6) al menos dos palas (7) capaces de hacer girar el rotor (6) en torno a un eje de giro (2) por accionamiento del viento incidente sobre dichas palas (7), estando el eje de giro (2) dotado de un ·ngulo de tilt (?), formado entre el eje de giro (2) y un plano perpendicular al eje longitudinal de la torre (3), distinto de cero y comprendiendo: - unos primeros sensores (8) para detectar un ·ngulo efectivo (?) de eje de giro (2), formado entre el eje de giro (2) y un plano horizontal (24); - unos segundos sensores (9) para detectar la direcciÛn del viento (23); - unos medios de orientaciÛn de la plataforma (11) para modificar el ·ngulo efectivo (?) del eje de giro (2); caracterizado porque comprende adem·s: - al menos una unidad de control (12) adaptada para recibir una primera entrada (13), procedente de los primeros sensores (8) y una segunda entrada (14) procedente de los segundos sensores (9) y transmitir Ûrdenes a los medios de orientaciÛn de la plataforma (11) en funciÛn de la primera entrada (13) y de la segunda entrada (14), adem·s de transmitir Ûrdenes al mecanismo de guiÒada, en funciÛn de la segunda entrada (14).",2011,F05B2240/93; F05B2270/18; Y02E  10/727; Y02E  10/723; B63B  39/02; F05B2270/326; F05B2270/321; F03D   7/02; F03D  13/25; F03D   7/0204; F05B2270/33
508311983,RU20170118598U,???????? ?????????????? ????????? ???????? ?.?.,"???????? ?????? ????????? ? ???????????????, ? ????????? ? ???????? ?????????????? ?????????? ? ????? ????? ?????????? ??? ??????????????? ?????????? ??????? ? ??????????? ?? ??????? ????? ? ???? ? ????????? ????? ? ??????? ??????.???????? ?????????????? ????????? ???????? ????? ? ???????????? ?????????? ?????, ?????????? ??????????????? ? ????????????? ?????????, ??? ??????? ????????? ????????????? ??????????? ???? ???????? ?????????? ?????????, ??? ???? ??? ?????? ???????? ????? ??????? ?????? ? ?????????? ????? ???????? ?????????????? ?????????.??????????? ???????? ?????? ????????? ????????????? ?????????????? ??????? ???? ? ????? ? ???????????? ??????? ???????????? ????. 3 ??.",2017,F03D   9/00; F03B  13/12; B63H   1/00
508416184,CN201811389436,Floating-type marine wind turbine generator set measurement device and method thereof,"The invention relates to the field of the ocean engineering technology, and discloses a floating-type marine wind turbine generator set measurement device and a method thereof. The measurement methodcomprises the following steps: (1), the manufacturing of an experiment model; (2), the installation of measurement instruments; (3), the lapping joint of a pneumatic load simulation system and a monitoring unit; (4), the simulation of constant and steady wind; (5), the simulation of waves; (6), the sending of a working instruction; (7), the feeding back of the monitoring information. The measurement device comprises an operation system part and an experiment model part. The measurement device can achieve the high-precision and real-time monitoring of the motion parameters and dynamic parameters of the model in an experiment process, wherein various measurement instruments are prevented from making direct contact with the experiment model as much as possible, so as to enable the experimenterror, caused by the factors of the measurement instruments, of a measurement result to be minimum. The whole measurement device is simple in structure, is easy to install, is convenient to operate, and is safe and reliable.",2018,G01M  10/00; G01M   9/06
508442509,DK20110007712T,Sikringselement og transportramme til elementer af et vindm¯lleanlÊg,NULL,2011,B63B  35/00; B63B  35/003; B65D  85/68; B65D2585/6897; F03D  13/40; Y02E  10/72; F05B2260/301
508451584,CN201820880920U,Wave energy actuating mechanism,"The utility model discloses a wave energy actuating mechanism, including floating module, floating module includes the float and converts the up -and -down motion to positive and negative pivoted gearrack structure that actuating mechanism still includes the second control unidirectional rotating module that converts positive and negative rotation to unidirectional rotating. The utility model discloses an advantage lie in: the utility model discloses an use gear rack structure to convert positive and negative pivoted kinetic energy to behind the energy of acquisition float up -and -down motion, then through second control unidirectional rotating module to obtain unidirectional energy, such energy can apply to the generator electricity generation.",2018,F03D   9/25; F03B  13/14; H02K  13/04; H02K  16/02
508464881,CN201821030868U,Collecting device for floating objects on water surface,"The utility model discloses a collecting device for floating objects on water surface, including store the storehouse, rubbish with the collecting system of refuse collection in storing the storehouse, in will storing the storehouse carries the transfer system to the ship on, the collecting system is including being located the deflector of storing the storehouse right -hand member, still including fixed storehouse, collecting system and the transfer system position stable system of position in aqueous that stores. This collecting device for floating objects on water surface, can place in oceanic optional position through position stable system, the deflector plays the effect of guide to floating garbage, under the effect of stormy waves, ocean floating garbage passes through the deflector, dashed to and stored the storehouse, floating garbage collects the back that finishes, it can be with storing on rubbish in the storehouse carries the ship to start transfer system, the end face positioning device is simple in structure, can effectively collect surface of water floaters such as ocean floating garbage, the effect of make full use of stormy waves, utilize wind energy and wave energy, can the furthest energy saving, this utility model is used for ocean environmental protection technology field.",2018,B63B  35/32; E02B  15/10
508467408,CN201821091501U,Semi -submerged formula offshore wind power generation unit basic platform,"The utility model discloses a semi -submerged formula offshore wind power generation unit basic platform, including three limit stand, three limit stand encloses into an equilateral triangle, the centre of form department at equilateral triangle is established to a fan tower section of thick bamboo, all be connected through a box deck between every limit stand top and the fan tower bobbin base portion, every limit stand bottom all is connected with a diameter ratio, and it big and have hanging down of breach and swings the body, hang down to swinging and personally experience sth. Part of thebody to hollow structure, can fill into the ballast water, it has physically add heave plate except that slack portion's outward flange to hang down to swinging, two liang hang down to swinging and are connected through the stull between the body, two liang of stulls are located to hang down swings the breach both sides of the body, set up the usefulness of horizontally connect bracket with doubleas heave plate between the contained angle inboard of two liang of stulls, the top of every limit stand all is connected with a set of line of mooring, three limit stand is organized the line of mooring through three and is fixed in the seabed anchor point. The utility model has the advantages of conduct oneself with dignity little, the stability good, self motion excellent performance, anchoringsystem are simple reliable.",2018,F03D  13/25
508468839,CN201821091489U,Wind generating set floats floating foundation platform with driftage function,"The utility model discloses a wind generating set floats floating foundation platform with driftage function, including the basic platform body, the basic platform body is the rectangle structure, andits major axis orientation is unanimous with the wind wheel orientation of fixing the wind generating set on the basic platform body, and wind generating set is tape unit cabin driftage subassembly not, does not possess promptly from going off course the function, the front end of basic platform body adopts capstan head formula single point moored system, and a cross wise driver propeller is installed to its afterbody, and wherein, capstan head formula single point moored system's capstan head is installed on the basic platform body through upper and lower bearing is vertical, and treats thecapstan head bottom and adopt the fixed back of extra large cable, and the basic platform body can revolute tower central point free rotation according to the direction of wind, wave, stream makes itsbow to facining the wind to make wind generating set be in the best all the time to the wind angle as far as possible. The utility model discloses can adapt to abominable complicated natural condition by make full use of, can avoid the condition of invalid driftage to take place.",2018,F03D   7/02; F03D  13/25
508665610,US201616091028,Device for protecting against the scouring of granular fillings submerged in gravity structures,"A device for protecting against the scouring of granular fillings submerged in gravity structures in which a filling with granular materials must be deposited once the structures are submerged, so that the structures reach a weight sufficient to en sure the stability thereof against the actions to which they are subjected. The device consists of one or more porous covers that sit and/or are secured as an upper closure of the structure to protect the inner filling, each of the covers having a plurality of openings that are distributed on the surface thereof and have a size suitable to allow the passage of the filling material, which filling material is transferred to the inside of the structure simply by pouring until a height close to the cover is reached, leaving a margin or chamber between the two that is suitable for generating an internal turbulence that dissipates wave energy and incident currents, thereby making it difficult for the filling material to escape from the inside through the openings.",2016,E02D  27/42; E02D2300/0026; E02B  17/02; E02D  27/425; E02D  31/00; E02D2200/1607; E02D  23/02; E02D2300/0006; F03D  13/25; E02D2200/165; E02D2300/002
508761212,CN201820739435U,"A mixing column section of thick bamboo, conversion equipment and mould thereof","The utility model relates to a wind power generation technical field discloses a conversion equipment very much, pour the fashioned concrete -based body including anchor cage ring subassembly and rather than an organic whole, the anchor cage ring subassembly and the concrete -based body upwards are being equipped with a plurality of pre -stressed steel cable porees of vertically running through the concrete -based body first week for wear to establish pre -stressed steel cable, anchor cage ring subassembly and the concrete -based pre -buried a plurality of prestressed anchor that are providedwith that are physically making progress in second week, prestressed anchor stretches out the upper end the predetermined length of anchor cage ring subassembly. Steel -concrete structure's conversionequipment, bearing capacity is stronger, and the atress characteristic is better. Reserve the pre -stressed steel cable pore, pre -buried prestressed anchor encircles the subassembly through the anchor cage and carries out accurate location, simple structure, and it is swift to connect installation convenient operation. The utility model discloses further still disclose a mixing column section ofthick bamboo and make above -mentioned conversion equipment's mould.",2018,B28B   7/00; F03D  13/20
508832170,KR20170103378,LIGHT BUOYAGE FOR SAILING ROUTE COMPRISING INTEGRATED POWER MAINTANCE MODULE HAVING IMPROVED OPERATING RELIABILITY,"The present invention relates to a light buoy to indicate a sailing route with an integrated power management module with improved maintainability, which promotes stable power supply to secure operation reliability of a device, does not require a separately installed storage battery and integrates a power supply module to promote lightweight and compact properties, and improves maintainability through a structure capable of being easily charged in the case of being discharged. According to the present invention, the light buoy to indicate a sailing route comprises: a floating body formed to be floated; a tower installed on the upper part of the floating body; a beacon disposed on the top of the tower; a generation means disposed on one side of the tower to produce electric energy; an integrated power management module to supply the electricity to the beacon, to charge the electricity produced from the generation means, and to control over-charge and over-discharge; and a balancing means formed on the upper part of the floating body to balance the floating body.",2017,B63B  22/166; H02J   7/00306; B63B2209/20; H02J   7/00302; H02J   7/0042; H02J   7/00; H02J   7/0029; F03D   9/11; H02S  40/38; B63B  22/16; B63B2209/18; F21S   9/00; B63B2201/08
508868944,NL20182021996,DECORATIVE PANEL FOR SHOWER TRAYS,"The present invention proposes a new decorative panel for shower trays formed by a polymeric panel (1) made of a thermosetting or solid-surface material, the outer surfaces of which are coated with a decorative pattern (2) printed on said outer surfaces using an ink which is transferred to said panel (1) by sublimation in a vacuum chamber under predetermined temperature, pressure, and time conditions. The panel (1) has a perimetral area (3) having a greater thickness and at least one non-perimetral area (4) having a smaller thickness, wherein all the surfaces of the panel (1) coated with the decorative pattern have a uniform finish. In an alternative embodiment, the panel (1) for shower trays can be coated with two or more decorative patterns (2) in different areas of the panel (1).",2018,A47K   3/40; B44C   5/04; E02B  17/0034; B44C   5/0461; E02B   3/26; B41M   5/035; B63B  27/30; F03D  13/25
509286489,CN201820716295U,Marine wind turbine foundation of counterweight type negative pressure drum type,"The utility model relates to a marine wind turbine foundation of counterweight type negative pressure drum type, wind turbine foundation include negative pressure drum, the last weight box that sets up of negative pressure drum, and the negative pressure drum top surface sets up the truss -like jacket, negative pressure drum adopts separate bin type, and every bin upper end of negative pressure drum sets up one and inhales the mud hole, and every bin forms the negative pressure alone. The utility model discloses not only guarantee at shallow weak overburden batholith sea bed that the wind turbine foundation performance meets the demands, can effectively reduce wind turbine foundation weight moreover, showing the applied sea area scope that enlarges the marine wind turbine foundation of negative pressure drum type.",2018,E02D  27/42
509292189,CN201811196598,Intelligent bearing suction barrel foundation structure,"The invention discloses an intelligent bearing suction barrel foundation structure. The intelligent bearing suction barrel foundation structure comprises a suction barrel foundation, and is characterized in that the upper portion of the suction barrel foundation is vertically connected with a tower, a submersible pump is arranged on one side of the tower, arranged above the suction barrel foundation and connected with the suction barrel foundation through a connecting pipe, and the connecting pipe is arranged in the suction barrel foundation; the upper portion of the tower is connected with awind power detector, an installing plate is arranged below the wind power detector and fixed to the tower; and an installing groove is formed above the installing plate and internally provided with aPLC, a waterproof cover is arranged at the outer portion of the PLC, and one side of the waterproof cover is hinged to the installing plate. The intelligent bearing suction barrel foundation structureis simple and novel in design, the safety of the suction barrel foundation is high, the project cost is low, safety of an ocean engineering structure can be ensured, in addition, the dampproof effectof the PLC is good, and the service life is effectively prolonged.",2018,E02D  27/42; E02D  27/52; G05B  19/05
509304689,CN201821206318U,Marine wind power assembled bearing platform foundation,"The utility model discloses a marine wind power assembled bearing platform foundation, bearing platform foundation include cushion cap, stock mechanism and a plurality of basic steel -pipe pile. The cushion cap is cylindrical precast concrete cushion cap, reserves the cylindrical stake nest hole of a plurality of on the bottom surface of this cushion cap, and top surface central authorities reserve an annular stock groove, stock mechanism is a prestressed anchorage pole cage, the height of this prestressed anchorage pole cage and the degree of depth adaptation in stock groove, and the diameterincludes flange backing plate, lower anchor slab and duo gen prestressed anchorage pole with the diameter adaptation of fan tower section of thick bamboo changeover portion, stock mechanism solidifies as an organic wholely to the mode of stock inslot grout with the cushion cap at the stock inslot and after the leveling of flange backing plate in order to inlay, a plurality of basic steel -pipe piles are straight stake and one -to -one ground in top is inserted in a plurality of stake nest hole, and are as an organic whole with the consolidation of basic steel -pipe pile with the cushion cap with the mode to the downthehole grout of stake nest again. The utility model discloses the on -the -spot concrete pouring that reduces that can show measures, reduces the construction degree of difficulty by a wide margin, promotes construction efficiency.",2018,E02D  27/42
509306339,CN201821173620U,Large -scale deep sea floating multipotency source cogeneration base,"The utility model provides a large -scale deep sea floating multipotency source cogeneration base, it is regional including floating platform, solar power system group, wind power generation set group, wave energy power generation facility group, trend ability power generation facility group, power generation management control center, transmission facility and electric cable tube reason center, seabed transmission cable, energy memory group, anchoring system and a plurality of function, floating platform passes through anchoring system and sea bed fixed connection and floats in the sea, solarpower system group, wind power generation set group, wave energy power generation facility group and trend can power generation facility group link power generation management control center and transmission facility and electric cable tube reason centers, seabed transmission cable and energy memory group are connected to transmission facility and electric cable tube reason center. The utility model discloses a large -scale deep sea floating multipotency source cogeneration base can collect deep sea renewable energy economically high -efficient, provides the electric energy as energy base forperipheral facility, have structure high -usage, the strong advantage of going with economic effects of commonality.",2018,B63B  35/44; B63B  21/50
509313707,CN201811409161,Trailing edge flap control method for relieving load fluctuation of wind wheel of floating type wind turbine,"The invention relates to a trailing edge flap control method for relieving load fluctuation of a wind wheel of a floating type wind turbine. The method is used for relieving the power fluctuation caused by the floating type wind turbine platform movement; and according to six degrees of freedom (including longitudinal swinging, transverse swinging, vertical swinging, longitudinal shaking, transverse shaking and vertical shaking) of the platform movement, and measured data of other necessary parameters, the deflection angle of the wind turbine blade flap is determined, wherein the correspondingrelation between the six degrees of freedom and the relative speed (including the axial relative speed and the tangential relative speed) of a trailing edge flap, the corresponding relation between the axial relative speed and the deflection angle of the flap and the corresponding relation between the tangential relative speed and the deflection angle of the flap are involved. Through the adoption of the flap control method, the power fluctuation of the wind turbine caused by the platform movement can be effectively reduced, and the method has a good application prospect on the floating typeoffshore wind turbine.",2018,F03D   7/0232; F05B2270/30; F03D   7/04; F03D   7/042; F05B2270/32; F05B2270/328; F05B2270/1033
509330996,ES20150701422T,InserciÛn de pilotes,"Procedimiento de fabricaciÛn de una cimentaciÛn subacu·tica, que comprende: insertar simult·neamente uno o m·s primeros pilotes helicoidales (10) y uno o m·s segundos pilotes helicoidales (10) en el terreno subacu·tico (200) mediante el aparato de inserciÛn com˙n (100) controlando el funcionamiento de carros de accionamiento (130) del aparato de inserciÛn com˙n (100) en el que el aparato de inserciÛn com˙n (100) comprende un cuerpo (110) que comprende por lo menos una primera abertura (112) para recibir un primer pilote helicoidal (10), que presenta una o m·s hÈlices en el sentido de las agujas del reloj (12), y una segunda abertura (112) para recibir un segundo pilote helicoidal (10), que presenta una o m·s hÈlices en el sentido contrario a las agujas del reloj (12); unas primeras guÌas (120) asociadas con la primera abertura (112); unas segundas guÌas (120) asociadas con la segunda abertura (112); un primer carro de accionamiento (130) configurado para moverse linealmente con respecto a la primera abertura (112) del cuerpo (110) a lo largo de las primeras guÌas (120) y para hacer rotar simult·neamente el primer pilote helicoidal recibido (10) en un sentido de las agujas del reloj; y un segundo carro de accionamiento (130) configurado para moverse linealmente con respecto a la segunda abertura (112) del cuerpo (110) a lo largo de las segundas guÌas (120) y para hacer rotar simult·neamente el segundo pilote helicoidal recibido (10) en un sentido contrario a las agujas del reloj.",2015,F03D  13/25; E02D   5/56; E02D   7/26; E02D  27/52; E02D   7/22; F03D  13/22; E02D  27/12; E02D  27/525
509466812,CN201820848763U,Float formula wind -powered electricity generation foundation structure,"The utility model relates to a marine wind power technical field especially relates to a float formula wind -powered electricity generation foundation structure, float braced system with being locatedunder water under the surface of water including the support post, in the lower extreme water intrusion of support post and support float braced system under water on, the upper end of support post is used for installing wind turbine generator system's a tower section of thick bamboo, and the external diameter of support post slightly is greater than the external diameter of a tower section of thick bamboo. To be located near the small value of external diameter design for slightly being greater than tower section of thick bamboo external diameter of the support post in the surface of water to the braced system that floats under water through being located under the surface of water supports support post and wind turbine generator system, can guarantee great hanging down from this and swing, indulge rolling period, effectively reduces this foundation structure's motion amplitude, thereby increases this foundation structure's operating steadily nature, effectively improves generating dutation and economic benefits.",2018,E02D  27/52; E02D  27/42
509466882,CN201820848762U,Float tension leg type wind -powered electricity generation foundation structure,"The utility model relates to a marine wind power technical field especially relates to a float tension leg type wind -powered electricity generation foundation structure, an annular body and the vertical support post of placing placed including a level, the inside of annular body and support post all has the ballast tank, and annular body is connected in submarine tension muscle tendon with a plurality of anchors, and the central point that the support post is located annular body puts, and the lower extreme of support post is connected with annular body through a plurality of connecting rods,and the upper end of support post is used for installing wind turbine generator system's a tower section of thick bamboo. All tension muscle tendons all are connected with annular body, can increasethe restraint moment of tension muscle tendon, set up a plurality of tension muscle tendons and then can guarantee the safe redundancy of tension muscle tendon, even taken place single the condition that tension muscle tendon destroyed, all the other tension muscle tendons still can be guaranteed foundation structure's whole security consequently can effectively improve holistic stability on the throne of this foundation structure and security, reduce the range of waveing, improve effective generating dutation.",2018,E02D  27/52; E02D  27/42
509494852,CN201821334972U,A telescopic device that lands for marine wind power plant maintenance,"The utility model discloses a telescopic device that lands for marine wind power plant maintenance, including landing the device body, it includes work platform, controller, telescoping device, electric block, stop device to land the device body, the work platform cover is established in the outside of a fan tower section of thick bamboo, just with fan tower section of thick bamboo fixed connection, the telescoping device sets up the one side on work platform, and work platform's opposite side is equipped with corresponding balancing weight, the telescoping device includes the truss, firstly stabilizes that the post is stabilized to post, second, the post is stabilized to the third, the truss pass firstly stabilize the post, the post is stabilized to the second and the post is stabilized to the third. The utility model discloses on can ensureing that marine wind power equipment maintainer can safe and stable ground land the work platform of marine wind power equipment from fortune dimension boats and ships, solving and landing the adverse effect that equipment belt comes because of the hull rocks for the tradition, the whole science and technology that has promoted wind -powered electricity generation fortune dimension beaching accommodation simultaneously worth.",2018,B63B  27/12
509650100,CN201821100619U,A retractable leading truck for marine wind power inlays rock and is under construction,"The utility model discloses provide a retractable leading truck for marine wind power inlays rock and is under construction here, including leading truck base, leading truck main body frame, main bodyframe support, hydraulic stem, hydraulic stem support, spacing ring and hoist engine, wherein, leading truck main body frame fixes on the leading truck base through the main body frame support of bottom, on the leading truck base and leading truck main body frame's top do not is provided with the hydraulic stem support, and the hydraulic stem sets up between leading truck base and leading truck main body frame through the hydraulic stem support that corresponds, and the spacing ring is fixed on leading truck main body frame, and the hoist engine is located the leading truck base. The utilitymodel discloses can, marine wind power batter pile can transfer the steel reinforcement cage by convenient and fast before inlaying the rock concrete, having the sea, to inlay rock construction convenience swift, guarantees operation on the sea safety, reduces advantages such as cost of labor.",2018,E02D  13/04; E02D   5/38
509653680,CN201821050657U,Assembled prestressing force lattice formula steel pipe concrete hybrid tower frame of draught fan,"The utility model discloses an assembled prestressing force lattice formula steel pipe concrete hybrid tower frame of draught fan relates to offshore wind power generation technical field. This systemincludes fan, an upper portion tower section of thick bamboo, annular steel case roof beam, lattice formula pylon, basis. The horizontal member on upper portion of lattice formula pylon replace withannular steel case roof beam, typhoon machine is arranged to the structure on the tower section of thick bamboo of upper portion. Lattice formula pylon be lattice formula post, its each limb spare isprestressing force steel pipe concrete, adopts the post stretching, limb spare can be segmented according to its length, adopts flange joint between each section. The pylon is lattice formula post, can show to reduce to be used in the wind load on the pylon, and each member mainly bears the axial force to the intensity of ability make full use of material, limb spare adopts the quantity of steel pipe concrete, reducible steel. Structure simple structure, stable good is a brand -new marine tower frame of the draught fan form, and the whole assemblyization construction modes that adopt of structure system can show the improvement efficiency of construction, reduce the operating expenses.",2018,F03D  13/20
509663514,CN201821327333U,Pile foundation and marine wind power field system are planted to marine wind power embedded rock pile single pile,"The utility model provides a pile foundation and marine wind power field system are planted to marine wind power embedded rock pile single pile belongs to offshore platform construction technical field. It includes major diameter embedded rock pile, overburden, weathered rock layer, a plurality of first connection pterygoid laminas and a plurality of second connection pterygoid lamina, and the major diameter embedded rock pile has relative the first side wall and second lateral wall, the one end of major diameter embedded rock pile sets gradually in overburden, weathered rock layer, install aplurality of first connection pterygoid laminas on the first side wall, install a plurality of seconds on the second lateral wall and connect the pterygoid lamina. This offshore wind farm system has foretell marine wind power embedded rock pile single pile and plants the pile foundation, compares with traditional bored concrete pile, has reduced the length of bored concrete pile, improves the efficiency of construction, practices thrift the cost.",2018,E02D  27/52; E02D  27/42
509678785,CN201811392485,Lifeboat generating power through solar energy,"The invention provides a lifeboat generating power through solar energy, and belongs to the technical field of life-saving equipment. The lifeboat comprises a lifeboat body, an electric propeller is arranged at the tail of the lifeboat body, an installing cavity is formed in the lifeboat body, a motor is arranged in the installing cavity, a first rotating shaft is rotationally arranged on the upper side face of the lifeboat body, the lower end of the first rotating shaft penetrates through the lifeboat body, extends into the installing cavity, and is in transmission connection with an output shaft of the motor, a rotating disc is fixedly arranged at the upper end of the first rotating shaft, and a power generating device capable of generating power to the electric propeller through the solar energy to provide electric energy and also capable of pushing the lifeboat to advance through wind energy is arranged on the rotating disc. By means of the lifeboat generating power through the solar energy, power can be generated to the lifeboat through the solar energy for providing electric energy, the lifeboat can also be pushed to advance through the wind energy, and the lifeboat is safe and reliable.",2018,B63H2021/171; H02J   7/35; B63H  21/17; H02S  20/32
509704806,KR20170115164,Floating offshore wind turbine combined with farm,"The present invention relates to a floating marine wind power generating device combined with a farm, comprising: a floating body having buoyancy to float on the sea; a wind power generator installed at an upper portion of the floating body, and generating electricity using wind power generated on the sea; a farming structure in a container shape, which is installed to be connected to the floating body, and allows a lower end thereof to have buoyancy to float in a state of being submerged underwater, so as to provide a space unit for fish and shellfish to live therein; a farming net installed to be connected to the farming structure so as to surround the farming structure, in order to enable a cage culturing of the fish and shellfish within the space unit of the farming structure; and a plurality of equilibrium maintenance units connectively installed to be spaced from each other around the farming structure, in order to maintain the farming structure in equilibrium by absorbing wave kinetic energy on the sea.",2017,F03D   9/11; A01K  61/00; F03D  13/25
509816412,CN201821151803U,Casement wind power generation set floats,"The utility model discloses a casement wind power generation set floats, including floater and the aerogenerator of setting in the floater lower part, the floater lower part is provided with the valve, lifting controller is connected to the valve, lifting controller installs on last fixing base, the floater outside is provided with the net, upward ring stand is connected to the net, it is equippedwith the head rod to go up between ring stand and the last fixing base, the aerogenerator center is equipped with the generator shaft of vertical direction, be equipped with the intra vane bracing piece on the aerogenerator outer wall, install the intra vane on the intra vane bracing piece, generator shaft upper end key -type connection is installed on last fixing base, generator shaft lower extreme key -type connection is installed under on the fixing base, be equipped with in proper order between fixing base and the aerogenerator down with retaining ring and thrust self -aligning roller bearing, the peripheral second connecting rod of connecting of lower fixing base, ring stand under the second connecting rod is connected is equipped with outer blade between lower ring stand and the last ring stand. The utility model has the characteristics of wind energy utilization rate high, the mobility is good, strong adaptability and degree of automation are high.",2018,F03D   3/06; F03D   9/25; F03D  13/20; F03D   3/00
509828636,CN201821432310U,"Cooling device , cooling system and including this cooling system's wind generating set","The utility model provides a cooling device, cooling system and including this cooling system's wind generating set. Cooling device is used for cooling off the air -cooled converter in the wind generating set tower. Cooling device includes: the heat transfer unit utilizes the air -cooled converter exhaust hot -air of coolant cooling, inside the tower section of thick bamboo of discharging after the cooling, the drainage unit sets up between the air intake of the air outlet of air -cooled converter and heat transfer unit for to follow air -cooled converter exhaust hot -air drainage to heat transfer unit, first conveyer pipe, its first end are connected in the air outlet of heat transfer unit, and its second end extends to the air intake orientation of air -cooled converter to air transportation to air -cooled converter after will cooling off, and sealing unit, a sealed tower section of thick bamboo is in order to form the sealed environment in the tower section of thick bamboo. The utility model discloses a cooling device makes the inside air -cooled converter cooling of a tower section of thick bamboo form circulative cooling, reduces air -cooled converter and receives high wet, the regional environmental impact of high salinity such as coast, salt lake.",2018,F03D  80/60
509852221,KR20180136654,Offshore wind power equipment of floating type,"The present invention relates to a floating offshore wind power generation apparatus to compensate a direction variance of a wind power generator due to a tidal flow. According to the present invention, the floating offshore wind power generation apparatus comprises: a main floating body having a post vertically installed therein and floating on the sea by buoyance; the wind power generator installed on the post and producing electric energy by wind; at least a pair of auxiliary floating bodies connected to the main floating body through a connection means to assist the buoyance of the main floating body; a direction changing member installed between the wind power generator and the auxiliary floating body, and rotating the wind power generator to a wind direction in accordance with the wind direction; a direction variance compensation means moving the direction changing member by movement of a tension wire when the direction variance is generated in the wind power generator by a tidal flow so as to compensate the variance of the wind power generator; and a rotational thrust member connected to a moving cable while being disposed on the lower side of the main floating member and rotating the main floating body.",2018,B63B  35/44; B63B2209/20; F03D  13/25; B63B2035/446; Y02E  10/72
509886986,TW20187114808,A device and a ship for maintaining an offshore wind turbine,"The invention provides a maintenance device (1) for maintaining an offshore wind turbine (10), the device being suitable for pressing against and traveling along the pylon (10a) of the wind turbine, and comprising: - a maintenance platform (2) including a preferably U-shaped notch (2a) so that the pylon of the wind turbine (10) can penetrate into said notch (2a); and - travel means (3) for causing said maintenance platform (2) to travel along the pylon (10a) of the wind turbine, the travel means comprising a plurality of motor-driven crawlers (30) arranged under said maintenance platform so that when the pylon of the wind turbine is placed in said notch with the vertical longitudinal axis of the pylon of the wind turbine perpendicular to the work plane (2b) of said maintenance platform, said crawlers (30) having tracks (30a) are suitable for pressing against said pylon of the wind turbine and traveling along the pylon of the wind turbine. The present invention also provides a wind turbine maintenance ship (100) fitted with a maintenance device (1) of the invention for an offshore wind turbine (10).",2018,B63B  35/00; B66C   3/20; B62D  55/06; B62D  57/024; E04G   3/243; F03D  13/25; F05B2230/61; B66C2700/01; B66C  23/185; E02B  17/0034; F03D  80/50; E04G2003/286
509895356,TW20176145379,Structural health monitoring system and method for offshore wind support structure,"A structural health monitoring system and method for offshore wind support structure are disclosed, comprising an offshore wind turbine, at least one state detection module, a data acquisition module, a data storage module, a network transmission module and at least one client. Thus the maintenance of offshore wind turbines can be monitored directly and instantly to estimate the maintenance period, adjust the optimal operation and maintenance strategy, and save the cost.",2017,E02B2017/0091; E02D  27/425; F03D  17/00; G01K   1/14; F05B2270/303; G01C   9/00; Y02E  10/727; E02D  27/16; F03D  80/50; G01M   5/0025; E02D2600/10; F05B2270/808; G01M   5/0041; G01N  27/02; F03D  13/25; E02B  17/0034; F05B2270/807
509977449,ES20130875362T,HÈlice,"HÈlice, que comprende: un poste central (206, 306, 518, 608, 710, 910, 1006) coincidente con un eje de rotaciÛn; una o m·s palas (104, 106, 202, 204, 502, 504, 602, 604, 606, 702, 704, 706, 708, 802, 804, 806, 808, 810, 812, 814, 816, 902, 904), cada una presentando un extremo distal y un extremo prÛximo; estando configuradas, adem·s, las palas (104, 106, 202, 204, 502, 504, 602, 604, 606, 702, 704, 706, 708, 802, 804, 806, 808, 810, 812, 814, 816, 902, 904) para crear un flujo de aire o agua en la direcciÛn longitudinal del eje de rotaciÛn de la hÈlice extrayendo el aire o agua desde la parte delantera de la hÈlice hacia su parte trasera; y comprendiendo cada una de la una o m·s palas (104, 106, 202, 204, 502, 504, 602, 604, 602, 702, 704, 706, 708, 802, 804, 808, 810, 812, 814, 816, 902, 904) una secciÛn delantera (108, 308, 508) en la direcciÛn longitudinal, una secciÛn trasera (110, 310) en la direcciÛn longitudinal, y una secciÛn lateral (112, 516), la secciÛn lateral (112, 516) dispuesta en o hacia el extremo distal y conectando la secciÛn delantera (108, 308, 508) y la secciÛn trasera (110, 310) entre sÌ; presentando la secciÛn lateral (112, 516) un ·ngulo distinto de cero entre una secciÛn transversal de la pala en un punto m·s exterior de la pala y un plano que comprende un punto de cruce de una lÌnea media de la pala y la secciÛn transversal, estando orientado el plano en paralelo al eje longitudinal y conectado al eje longitudinal por un eje que est· orientado perpendicular al eje longitudinal, estando dispuestas y configuradas la una o m·s palas (104, 106, 202, 204, 502, 504, 602, 604, 606, 702, 704, 706, 708, 802, 804, 806, 808, 810, 812, 814, 816, 902, 904) para extraer aire o agua hacia adentro desde las secciones laterales (112, 516) de la una o m·s palas (104, 106, 202, 204, 502, 504, 602, 604, 606, 702, 704, 706, 708, 802, 804, 806, 808, 810, 812, 814, 816, 902, 904) hacia el eje de rotaciÛn de la hÈlice; la longitud desde el poste central (206, 306, 518, 608, 710, 910, 1006) hasta el extremo distal del borde delantero de la pala es mayor que la longitud desde el poste central (206, 306, 518, 608, 710, 910, 1006) hasta el extremo distal del borde trasero de la pala; presentando la secciÛn trasera (110, 310) un ·ngulo de cuerda m·s grueso respecto al plano de rotaciÛn que la secciÛn delantera (108, 308, 508); la secciÛn delantera (108, 308, 508) y la secciÛn trasera (110, 310) de cada una de la una o m·s palas (104, 106, 202, 204, 502, 504, 602, 604, 606, 702, 704, 706, 708, 802, 804, 806, 808, 810, 812, 814, 816, 902, 904) conectadas en el extremo prÛximo al poste central (206, 306, 518, 608, 710, 910, 1006) y extendiÈndose radialmente hacia afuera del mismo; un espacio entre conexiones del poste central (206, 306, 518, 608, 710, 910, 1006) de la secciÛn delantera (108, 308, 508) y la secciÛn trasera (110, 310) de por lo menos una de la una o m·s palas (104, 106, 202, 204, 502, 504, 602, 604, 606, 702, 704, 706, 708, 802, 804, 806, 808, 810, 812, 814, 816, 902, 904); y caracterizado por el hecho de que la secciÛn delantera (108, 308, 508) se extiende desde el poste central (206, 306, 518, 608, 710, 910, 1006) hacia afuera respecto al extremo distal de la secciÛn delantera (108, 308, 508) y pasa a la secciÛn lateral (112, 516) del mismo, y la secciÛn lateral (112, 516) se dobla hacia atr·s hacia el poste central (206, 306, 518, 608, 710, 910, 1006) y pasa hacia el extremo distal de la parte trasera (110, 310) de modo que una superficie delantera de la secciÛn delantera (108, 308, 508) pasa hacia una superficie trasera de la secciÛn trasera (110, 310).",2013,Y02E  10/721; F01D   5/141; F01D   5/14; Y10T  29/49332; B63H   1/26; B64C  11/16; B63H   1/265; B64C  11/00
510011909,CN201721179196U,Arched bridge pylon self -balance control system,"The utility model provides an arched bridge pylon self -balance control system passes through cable, anchor rope connection arch ring and anchor rope respectively through the jack on the pylon, the pylon is installed at laser range finder, is fixed with the reflecting plate on the pylon, and laser range finder measures the pylon skew condition through the distance who measures between laser rangefinder and the reflecting plate, the jack with always control centrally be connected, laser range finder is connected through the wireless communication mode with total accuse center, always controlscentral receive real -time pylon offset data, rectify a deviation in real time to the pylon according to the actions of pair controlling tactful real time control jack that the dynamic control jack made cable suo li and anchor rope suoli's horizontal resultant trend towards zero -sum control pylon offset of passing through that set up by total accuse center. But its advantage is the real -time supervision pylon skew circumstances, but automatic calculation cable, anchor rope demand power and dynamic adjustment suo li realize the horizontal force to make a concerted effort for zero, control accuracy is high, the synchronism is good, can effectively realize the self -balancing in the pylon construction.",2017,F03D  13/20; F03D  80/00
510018649,CN201820515144U,Offshore wind farm vertical axis aerogenerator span wire bridge type bearing structure,"The utility model discloses an offshore wind farm vertical axis aerogenerator span wire bridge type bearing structure, support the lower chord of column foundation, the main push -towing rope that suspends aerogenerator in midair, main push -towing rope anchor log, connection left and right sides aerogenerator support column, the jib that suspends aerogenerator in midair, meet the combination of strenghthened type steel reinforced concrete section, vertical axis aerogenerator, a lightning rod, maintain laterally stable mooring line of bearing structure and mooring line anchor log including aerogenerator support column, aerogenerator. The utility model discloses a common cooperation of main push -towing rope, jib and lower chord can realize the disposable installation of a plurality of vertical axis fans. Span wire bridge type bearing structure has realized a plurality of vertical axis wind turbine foundation's under unified use having improved fan bearing structure whole stress performance, has greatly reduced the backing material use amount, has realized the growth more than the installed capacity fivefold in the unit area, has greatly reduced wind -powered electricity generationfield fan construction cost.",2018,E01D  18/00; F03D  13/25
510045761,CN201821229671U,Combined power generation facility in ocean,"The utility model belongs to new forms of energy power generation sector, concretely relates to combined power generation facility in ocean, the device includes sea supporting platform, wave undulation power module, the rotatory power module of ocean current, wind -force power module, body water conservancy diversion module, wave undulation power module passes through planar four -bar mechanism and connects on sea supporting platform's triangle, the ocean current rotatory power module distribute in sea supporting platform's trilateral below, be equipped with wind power generation module amongthe supporting platform of sea in the heart, whole platform is triangular distribution, and it has three kinds of energy collection module wherein to distribute, is the combined power generation facility with the high -efficient conversion of ocean energy.",2018,F03B  13/26; F03D   9/25; F03B  13/14
510061336,CN201821402671U,Compound power supply system of marine honourable water,"Compound power supply system of marine honourable water is including solar PV cells, aerogenerator, rivers generator, storage battery, dc -to -ac converter, power supply control system. Power supply control system is all connected to solar PV cells, aerogenerator, rivers generator, and power supply control system connects storage battery. Power supply control system, storage battery all connect the dc -to -ac converter, and marine load is connected to the dc -to -ac converter. The utility model relates to a compound power supply system of marine honourable water, this system combine device combinations such as present new energy device wind power generation, photovoltaic power generation and rivers electricity generation be one set of compound power supply system, utilize wind energy, solar energy and rivers can be on the time, on the weather and on region complementarity, appropriate allocation wind -powered electricity generation, photoelectricity and hydroelectric power generation system resource, the improvement reliability of power supply of system, the commonality that can rely on wind -powered electricity generation and optoelectronic system to have in storage battery and contravariant link again, simplified system structure to show the reduction cost.",2018,H02J   9/00; H02S  10/10; H02J   7/00; H02S  10/12
510061916,CN201821422237U,Automatic over -and -under type marine wind power equips anti ice device,"The utility model provides an automatic over -and -under type marine wind power equips anti ice device, including a tower section of thick bamboo and extending structure, extending structure includeselectronic hydraulic rod, the U -shaped connecting rod, electric hydraulic cylinder and master switch, total switching system is on electric hydraulic cylinder, electric hydraulic cylinder sets up onwork platform, electric hydraulic cylinder's output is connected with electronic hydraulic rod, the electronic hydraulic rod lower extreme fixed connection U connecting rod that appears, be provided with the through -hole on the tower section of thick bamboo, through -hole and the corresponding setting of U type connecting rod, the both sides of through -hole are provided with the guide rail relatively, the guide rail internalization is provided with the waterproof pad piece, the outside of a tower section of thick bamboo is cup jointed and is provided with through the fixed anti ice piton offirm fastener, be provided with water sensor on the anti ice piton, the utility model has the advantages of can respond to the sea water water -level fluctuation, automatic adjustment ice piton heightadapts to various sea situations, and the ice piton volume is less, and save material simplifies the design cycle, easily realizes the mass production.",2018,F03D  80/00
510062767,CN201811043330,"Tower drum platform, wind generating set and use method of tower drum platform","The embodiment of the invention provides a tower drum platform, a wind generating set and a use method of the tower drum platform. The tower drum platform comprises a supporting platform and a floating platform, wherein the supporting platform is fixed to the outer surface of a tower drum of the wind generating set, comprises a supporting surface, the supporting surface intersects the axial direction of the tower drum, and a connecting frame is formed on the at least partial area of the supporting platform; and the floating platform is detachably connected to the connecting frame, comprises afirst state and a second state, the floating platform in the first state is connected to the connecting frame and located on the supporting surface, and the floating platform in the second state is separated from the connecting frame to be detached from the tower drum. According to the tower drum platform, the wind generating set and the use method of the tower drum platform, functional devices ofthe wind generating set can be fixed to the floating platform, when the functional devices on the floating platform are damaged, the floating platform can be directly detached from the tower drum, and then transportation of the functional devices can be realized through the floating platform; and through the protective effect of the floating platform, direct contact between the functional devicesand seawater is avoided, and the seawater is prevented from causing secondary damage on the functional devices.",2018,F03D  80/00; F03D  13/25
510098003,ES20140763249T,Planta de generaciÛn de energÌa eÛlica marina flotante,"Planta de generaciÛn de energÌa eÛlica marina flotante (1) que incluye un cuerpo flotante (2), un cable de amarre (3), una torre (4) y un molino eÛlico (5) instalado en la parte superior de la torre (4), incluyendo el molino eÛlico (5) una gÛndola (6) y una pluralidad de palas (7), en donde el eje de rotaciÛn del molino eÛlico (5) tiene un ·ngulo ascendente predeterminado, y el molino eÛlico (5) es de un tipo a favor del viento en el que las palas (7) est·n fijas en el lado de sotavento de la gÛndola (6) e instaladas con las superficies posteriores de las palas (7) mirando a barlovento, y el punto de amarre del cable de amarre (3) al cuerpo flotante (2) est· fijado en una posiciÛn por debajo de la superficie del mar y m·s alto que el centro de gravedad del cuerpo flotante (2), en donde el cuerpo flotante (2) tiene una estructura de cuerpo flotante inferior de hormigÛn (2A) formada por cuerpos cilÌndricos preformados (12) de hormigÛn apilados uno encima del otro en diversos niveles en la direcciÛn de la altura, estando conectados de modo integral dichos cuerpos cilÌndricos preformados (12) de hormigÛn entre sÌ a travÈs de un material de acero para HP (19), y una estructura de cuerpo flotante superior de acero (2B) formada por un elemento de acero, caracterizada por que la estructura de cuerpo flotante inferior de hormigÛn (2A) est· compuesta por una pluralidad de cuerpos cilÌndricos preformados divididos (12) unidos entre sÌ, habiÈndose formado los cuerpos cilÌndricos preformados divididos (12) mediante la divisiÛn del cuerpo cilÌndrico preformado (12) en una direcciÛn circunferencial, y una pluralidad de cables exteriores (31) con una fuerza de tensado introducida en ella se bobinan circunferencialmente en una direcciÛn axial alrededor de la circunferencia exterior de los cuerpos cilÌndricos preformados (12) de la estructura de cuerpo flotante inferior de hormigÛn (2A) mientras proporciona separaciÛn entre los cables exteriores (31), en donde ambos extremos de los cables exteriores (31) est·n anclados mediante dispositivos de anclaje (30) provistos en dos lugares orientados entre sÌ en una direcciÛn diametral de los cuerpos cilÌndricos preformados (12).",2014,B63B  39/005; B63B  39/06; F05B2240/95; B63B  35/44; B63B  39/00; F03D   1/06; Y02E  10/721; Y02E  10/726; B63B2001/044; B63B2021/505; F03D  13/22; F05B2240/93; B63B   1/048; B63B   5/20; B63B  21/50; B63B2035/446; E02D  27/425; F03D  13/10; B63B2039/067; F03D   9/25; F03D  13/25; B63B   5/18; Y02E  10/727; B63B   5/22; B63B2035/442; F03D   9/00; F03D  13/20; F03D  80/70; Y02E  10/725
510157287,PL20110164384T,"Offshore station, foundation for an offshore station, and method for building an offshore station",NULL,2009,E02B  17/025; E02B2017/0065; E02B2017/0086; E02D  27/425; F03D  13/10; E02D  27/18; F03D   1/00; Y02E  10/727; E02B  17/00; E02D  27/42; F03D  13/20; E02B  17/0017; E02B  17/02; E02B2017/0078; E02B2017/0091; F03D  13/22; F05B2240/95
510199186,CN201811424685,An offshore wind power plant cable layout planning method based on a hybrid variable neighborhood bat algorithm,"The invention discloses an offshore wind power plant cable connection layout method based on a hybrid variable neighborhood bat algorithm. Aiming at the problem of cable layout planning of an offshorewind power plant, a coding and decoding method of three layers of bats and related bats updating operation are designed, and a variable neighborhood local search strategy is provided to enhance the local search capability of the method. The method has the advantages that the problem of shore transformer substation site selection in offshore wind power plant cable connection layout planning is solved at the same time, the cable type selection capacity under the condition of considering cable energy loss is considered, and good stability and effectiveness are shown when the offshore wind powerplant cable connection layout is solved.",2018,G06N   3/006; G06F2113/16; G06N   3/00; G06F  17/50; G06F  30/18
510263319,SK20180000217U,Concentric wind system,"The concentric wind system is suitable for places that are underutilized for heavy availability. A wind turbine (6) is located at the rear of a wing (3), whose ends (5) are inclined downwards and whose leading edge (2) is longer than the trailing edge. The wing (3) is held by the front grips (14) and the rear grips (15) to a support structure (13) pivotally mounted on a post (7) directly or by the ropes (9).",2018,F03D   5/06; F03D  13/25; F03D   9/32; F03B  17/06
510368896,DK20140792478T,"I DET ≈BNE HAV FLYDENDE OG GENNEM D∆MPNINGSMIDLER MED ANKRE FORBUNDET B∆REV∆RK TIL VINDKRAFTANL∆G, SERVICESTATIONER ELLER KONVERTERSTATIONER",NULL,2014,B63B   1/107; B63B  35/44; B63B   1/10; F03D  13/20; F03D  13/25; F05B2240/93; Y02E  10/727; E02B2017/0091; F05B2240/95; B63B  21/502; E02B  17/00; B63B  21/50; B63B2035/446; F03D  13/22
510368966,DK20160714960T,TYNGDEKRAFTBASERET KONSTRUKTION TIL STÿTTE FOR OG FORANKRING AF EN HAVVINDMÿLLE SAMT FREMGANGSM≈DE TIL BUGSERING OG INSTALLATION AF DEN I HAVET,NULL,2016,E02B2017/0039; F03D  13/20; Y02E  10/727; B63B  35/003; E02B  17/02; B63B  35/44; E02B2017/0091; E02D  27/52; F05B2240/95; F03D  13/25; F03D  13/10; E02B  17/025; E02B2017/0069; F03D  13/22; B63B  35/00; E02B2017/0065; E02B2017/0073; E02B  17/00
510605191,CN201820784426U,Marine wind power super -large diameter implanted inlays rock single pile construction system,"The utility model discloses a marine wind power super -large diameter implanted inlays rock single pile construction system, this system include steady cushion cap, steady cushion cap is including fixed steady cushion cap bed frame and many spud piles that link to each other, many the spud pile is used for immerseing the fixed steady cushion cap of sea bed, a section of thick bamboo is protected at the center, the center is protected a section of thick bamboo and is located in the through -hole on the steady cushion cap bed frame, the single pile, the single pile is located it is inside that asection of thick bamboo is protected at the center, the rig, but the rig includes rig body, drilling rod and variable -diameter drill bit. The application provides a system is applicable to the construction of III type single pile structures to naked rock seat in the plane or intectate seat in the plane almost be applicable to, the construction process of marine drilling and the reliability of grout can be ensure. Simultaneously need the trompil the grout pipe need be do not not arranged on the single pile through concrete placement yet, the stress concentration problem that the trompil leadsto has been avoided. Construction convenience is easily capable simultaneously, can effectively provide work efficiency.",2018,E02D  33/00; E02D  27/42; E02D   5/38
510767713,CN201820545877U,Have power generation facility who utilizes wave and wind concurrently,"The utility model relates to a have power generation facility who utilizes wave and wind concurrently, including wind power generation set, still including supporting part and the wave energy subassembly of setting in the ocean, the supporting part is including bank base support platform and platform, bank base support platform and platform are all including the equipment support portion that is higher than the sea level, platform is still including standing on the seabed and stretching out the supporting part of the surface of water, wind power generation set's generator setting is in equipment support portion, wind power generation set's blade passes through gear drive and gives the generator with taking drive mechanism with its produced power transmission under the action of the wind, the wave energy subassembly is including floating the buffering body on the sea, the fixed part of buffering body is connected to the rigid coupling in the seabed and through fixed rope, rotatable setting is at the runner in seabed, cross the power rope of runner with buffering this body coupling duplex winding, a power rope and a motor dynamic are connected.",2018,F03B  13/14; F03D   9/25; F03D  13/25
510769053,CN201820735342U,Trisome unmanned ship based on wind -force and solar energy combined drive,"The utility model discloses a trisome unmanned ship based on wind -force and solar energy combined drive, mainly constitute by hull, driving system and control system: the hull mainly includes outsidehull, middle hull and frame construction, the left and right sides of middle hull is equipped with an outside hull respectively, the screw is installed to the afterbody rear end of middle hull, and the brushless motor propeller is installed to the afterbody lower extreme of every outside hull, the wind turbine main shaft passes through input shaft transverse connection with straight horn gear case longitudinal tie, straight horn gear case and electromagnetic clutch, and electromagnetic clutch's the other end passes through the output shaft and is connected with the screw. The utility model discloses a limitation of singly planting the nature energy is avoidd to the form of utilizing wind -force and solar energy to mix, and endurance is good, and the operability is good, especially does benefit to to turn to.",2018,F03D   9/11; B63H  13/00; B63H  21/20; H02K   7/116; H02K   7/10; H02J   7/35; H02K   7/14; F03D   9/32; B63B  35/00; B63B   1/12
510773041,CN201821027727U,Bucket foundation prevents bucking structure,"The utility model provides a bucket foundation prevents bucking structure, relates to marine wind power structure field, includes to end to bend frame, lifting rope, string hoisting point, ends frameouter fringe in the wrong and turning and is connected with the lifting rope lower extreme, the lifting rope upper end is ended frame branch in the wrong and is placed every branch under -deck of bucket foundation in be fixed in the bucket foundation top cap through a string hoisting point below, has guaranteed the controllable with the bucking phenomenon among the sinking process at the transportation by driving of section of thick bamboo wall and subdivision board. When the bucking appearing, a section of thick bamboo wall and subdivision board receive and end the restriction of bending theframe horizontal direction, no longer continue to warp, through adjustment negative pressure pressure, can realize bucket foundation continue to sink. Since end to bend the frame hang place the lifting rope in on, sink to certain degree of depth down after, end and bend the bridge joint and touch the mud face to this drag increment of not leading to the fact in sinking process bucket foundation isconstantly risen along with continuing to sink. In addition, this structural style is very simple, and the design degree of difficulty is all little with the construction degree of difficulty, has outstanding beneficial effect and good application prospect.",2018,E02D  27/42; E02D  27/52
510792963,CN201821530056U,"A mobile anchor point for but, wind generating set's regulating force moment arm","The utility model provides a mobile anchor point for but, wind generating set's regulating force moment arm, including the base, it on the dispersion be equipped with first, two, three links, articulated respectively on first, two links have first, two backup pads, first, two backup pads are mirror symmetry and set up, the second backup pad includes the base plate, its upper end and lower extremeextend first folded plate and second folded plate respectively, just two folded plates parallel, the second folded plate articulates with the second link mutually, the rigid coupling has the link plate between the first folded plate of first, two backup pads, and the preceding tip of link plate is equipped with the hoisting point, and the back tip and the first connector of link plate are articulated mutually, and first connector still is connected with the pull rod, and the lower tip of pull rod passes the through -hole that sets up on the second connector, and the pull rod can lock via locking Assembly, and the second connector is fixed on the third link. Above -mentioned mobile anchor point can provide the prerequisite basis for the change that realizes the great equipment of weight inlimited operation space, can improve the efficiency of work.",2018,F03D  80/50; F03D  13/10
510850045,DK20140719046T,FREMGANGSM≈DE TIL DRIFT AF ET VINDENERGIANL∆G OG ET VINDENERGIANL∆G,NULL,2014,B63B  35/44; B63B2001/044; Y02E  10/721; B63B2035/446; B63B2039/067; F03D   1/06; F03D   3/005; Y02E  10/727; B63B   1/048; F03D  13/20; B63B  39/06; F05B2240/93; F03D  13/25
510850292,DK20160708738T,HYDROPNEUMATISK ENERGILAGRINGSSYSTEM,NULL,2016,F05B2240/40; Y02E  10/38; Y02E  10/725; F03D   9/17; F03D   9/28; Y02E  10/22; Y02E  60/15; F03B  13/06; F05B2240/93; F03D   9/255; F03D  13/25; F03B  13/10; F03D   9/008; Y02E  60/17; F03B  13/264; F05B2240/95; F15B   1/033; Y02E  10/727
511023208,CN201910014256,Wind wave complementary energy integrated system based on fixed foundation and power generation and power transmission method thereof,"The invention relates to a wind wave complementary energy integrated system based on a fixed foundation and a power generation and power transmission method thereof, and belongs to the field of marinerenewable energy utilization, which solves the problem of combined utilization of wind wave energy on a support structure. The wind wave complementary energy integrated system comprises a fan, a tower barrel, a wave energy device and a single-pile foundation, wherein the fan is connected to the tower barrel, the single-pile foundation is arranged at the bottom of the tower barrel, the single-pilefoundation is connected with a seabed, and the wave energy device is installed in a position, which is located near a sea surface, of the tower barrel. The wind wave complementary energy integrated system has the effects that the utilization rate of renewable resources and the conversion rate of energy are effectively increased, the cost is reduced to a certain degree, and the practicability is high.",2019,F03B  11/00; F03D   9/008; F03B  13/00; F03D   9/00; F03D  13/25; F03D  80/00
511036642,CN201821028668U,Whole deep water of bucket foundation fan sinks puts attitude control device,"The utility model provides a whole deep water of bucket foundation fan sinks puts attitude control device relates to marine wind power structure construction, and the mode that adopts vertical hoisting point, vertical hawser, vertical control hoist machine realizes vertical control, and the adoption level is to the hoisting point, draw hawser, level to realize the control of horizontal direction to the mode of control hoist machine to one side. The control of two above -mentioned directions can independently be develoied, also can develop in coordination, and also there is interrelated in existing division of labor difference, has greatly strengthened the controlling nature of bucket foundation fan overall structure in deep water environment sinking process, has improved the safety and stability of sinking, has guaranteed integral erection's levelness requirement. In addition, the device sinks that to put used equipment all be conventional equipment, and the installation is simple, andthe nature controlled is strong, and cheap cost has good application prospect.",2018,E02D  27/42; E02D  27/52
511314193,DK20100756396T,"Floating, anchored installation for energy production",NULL,2010,F03B  13/187; F03D   9/00; F03D  13/20; F03D  13/25; Y02E  10/727; B63B2035/446; B63B2001/128; F03D   1/02; Y02E  10/72; Y02E  10/38; B63B   1/107; B63B  39/005; F03D   9/008; F05B2240/93
511314611,DK20150758548T,FLYDENDE STR∆KSTAGS-VINDMÿLLEFUNDAMENT AF TYPEN MED SVAJ,NULL,2015,Y02E  10/727; B63B2001/128; B63B2035/446; Y02P  70/523; B63B  35/44; F05B2240/95; B63B  21/502; B63B2039/067; B63B   1/107; B63B  21/50; F03D  13/25; F05B2240/93; E02B  17/00; F03D  13/00
511472389,CN201821164006U,Fishery box with a net and floating wind turbine foundation integrated configuration,"The utility model provides a fishery box with a net and floating wind turbine foundation integrated configuration, including wind turbine generator system, polygon deep sea fishery box with a net body, polygon deep sea fishery box with a net body includes upper portion polygon body frame, bottom ring beam, middle part trussed structure, sets up the stand between upper portion polygon body frame and the bottom ring beam, set up wind turbine generator system's connection structure on the polygon body frame of upper portion, the interface that the bottom setting of polygon deep sea fishery box with a net body links to each other with mooring system's cable wire, but polygon deep sea fishery box with a net body is provided with the water injection ballast and provides the subdivision of buoyancy. The utility model discloses can be applied to the deep sea region that the depth of water is greater than 50m, breed marine wind power with the marine ranching fishery and take into consideration,the fishery is bred lucratively, combines with the new forms of energy wind -powered electricity generation, can greatly shorten the cost recovery phase to stable in structure, the atress is good, and can land fabrication, float the formula transportation, reduce the operation on the sea volume, the transportation is convenient, can install many wind turbine generator system simultaneously.",2018,F03D  80/00; B63B  35/44; A01K  61/60; F03D  13/20
511473505,CN201821143824U,Offshore wind power generation unit gravity type caisson foundation,"The utility model relates to an offshore wind power generation unit gravity type caisson foundation in offshore wind power generation engineering field. This gravity type caisson foundation includes circular caisson, cylindrical section casing, anti ice piton and strengthens the collar tie beam, circular caisson comprises outer wall, floor, lobe and bottom plate, and cylindrical section casing upper portion is provided with prestressed duct for strengthening collar tie beam and anti ice piton structure in the casing, and prestressing tendons penetrates prestressed duct, and the lower extreme anchor is in the bottom plate, and the upper end anchor is in strengthening the collar tie beam, and the intussuseption of circular caisson lobe is pressurized to carry and is packed, and whole gravitytype caisson foundation installs on the sea bed face of laying garrulous rock block cushion layer. The utility model discloses a stretch -draw of post stretching prestressing force is carried out tothe cylindrical section casing to precast concrete caisson structure, has improved gravity type foundation's intensity and rigidity by a wide margin, and marine on -the -spot installation work volumeis little, saves engineering time and expense, can be applied to multiple sea area of typhoon and large capacity wind turbine generator system's the shallow overburden wind -powered electricity generation field in coastal waters.",2018,E02D  23/02; E02D  27/42; E02D  23/08; E02D  27/52
511474321,CN201821194420U,Be applicable to integrated accessory structure of marine wind turbine foundation in ice formation,"The utility model relates to a be applicable to integrated accessory structure of marine wind turbine foundation in ice formation. The utility model aims at providing a simple structure, constructionconvenience, the lower be applicable to integrated accessory structure of marine wind turbine foundation in ice formation of cost. The utility model provides a: a be applicable to integrated accessorystructure of marine wind turbine foundation in ice formation, should integrate accessory structure can whole suit in the pile foundation to support on the predetermined bracket in pile foundation pile body surface, integrated accessory structure from top to bottom is equipped with the outer platform of fan, the anti ice piton body and sacrificial anode in proper order, connects into a whole through the vertical bracing pieces of arranging of a plurality of roots between the outer platform of fan, the anti ice piton body and the sacrificial anode, links to each other through a plurality of cyclic annular collar tie beams between bracing piece and the bracing piece, the anti ice piton body has a plurality of grout collar tie beams that can overlap in the pile foundation, and the grout collar tie beam links to each other with the bracing piece, and inclining towards the pile foundation of grout collar tie beam is equipped with grouting solt. The utility model is suitable for an offshorewind power generation trade.",2018,E02D  27/42; E02D  27/52
511758344,CN201821262973U,A control platform that is used for marine pipe posture wind turbine foundation to construct,"The utility model provides a control platform that is used for marine pipe posture wind turbine foundation to construct, includes the locating rack, the locating rack is established at wind turbine foundation outlying frame rack structure for the cover, provides the shoring of foundation, bears the effect of external load and accurate positioning for whole control platform, upper portion work platform, upper portion work platform erect at the locating rack top, along locating rack top circumference setting, lower part work platform, lower part work platform establish in upper portion work platform below, along the peripheral circumference setting of locating rack, leading truck, leading truck setting and adopt rigid fastening or flexonics between the locating rack in the frame of locatingrack, be equipped with on the leading truck and guarantee that the foundation pile passes through the guiding hole smoothly, the pile holding locator, the pile holding locator sets up in the leading truck below with the guiding hole one -to -one, and the pile holding locator meets with the locating rack is fixed. The periphery is equipped with by ship anti -colllision component on the upper portion of locating rack. Can effectively fix a position the foundation pile position, guarantee that the relative position of foundation pile satisfies the designing requirement, the quality is reliable, and it is convenient to construct.",2018,E02D  27/42
511761584,CN201821350722U,Windsurfer,"The utility model discloses a windsurfer, including the surfing board body, surfing board body right side is equipped with the air cock, surfing board body right side is D ring among the fixedly connected with still, well D ring is located the air cock left side, a plurality of little D of surfing board body left side fixedly connected with ring, it bindes the area to be equipped with between thelittle D ring, the symmetry is equipped with two slipmat on the surfing board body, go back the fixedly connected with handle on the surfing board body, the handle is located between two slipmat, setup threaded groove on the surfing board body, the surfing board body has the boom through thread groove threaded connection, be equipped with the canvas on the boom, the one end that the boom is closeto the surfing board body is equipped with the external screw thread, the threaded cardboard of threaded connection on the boom. The utility model discloses a through with boom precession thread groove, the canvas on the boom utilizes the wind energy on the sea, makes women and children also can possess a better surfing and experiences.",2018,B63B  35/79
511790715,TW20187117988,Wind energy system and method for controlling a wind energy system,"The invention relates to a wind energy system, in particular an offshore wind energy system, comprising a plurality of wind turbines connected to at least one cable network, wherein the cable network is designed to transfer the electrical power fed in by the connected wind turbines, at least one control device designed to control the power fed into the cable network by at least one of the wind turbines by specifying at least one power set point, wherein at least one temperature measuring unit designed to measure the temperature of the cable network is provided, at least one status detection unit designed to detect the status of the wind energy system is provided, and the control device comprises at least one controller unit designed to determine the power set point on the basis of the measured temperature and the detected status.",2018,F03D   9/255; F05B2270/335; F03D   7/028; F05B2270/3032; F03D   7/00; F05B2270/1033; H02J   3/38
511910701,CN201820893479U,Marine wind turbine foundation reinforcing apparatus,"The utility model discloses a marine wind turbine foundation reinforcing apparatus belongs to foundation reinforcement technical field, its device including underwater concrete, concrete preparation equipment, concrete feeding pump, concrete under water delivery conduit, leave pre -compaction basis fixed plate, fixed plate pressure device, wind turbine foundation, tower frame of the draught fan, pile cover, the cableway of allowwing the pore that wind turbine foundation and reinforcing bar pass through, concrete preparation equipment pass through pipe and concrete under water delivery conduitlink to each other, pipe other end opening place with basic installation department, fixed plate pressure device arranges the pressurization of basic fixed plate top in, the top cap of pile foundationpasses through the pile cover and links to each other in the tower frame of the draught fan of top cap with perpendicular linking to each other. Provided is a novel marine wind turbine foundation reinforcement method, this method is the support intensity and the stability on the normal during operation of marine fan basis to provide and destroy the omen and strengthen the intensity under the bigload, realized concrete ' preparation simultaneously- the transportation- the sclerosis- fixed ' the integration process.",2018,E02D  37/00
511920606,CN201821134499U,Initiatively make green motor boat of wind,"The utility model belongs to ship engineering relates to an initiatively make green motor boat of wind. Initiatively make green motor boat of wind, including the main ship body, main ship body both sides are connected with subsidiary hull, every subsidiary hull on be provided with the sail wing, its characterized in that: the afterbody of the main ship body is provided with the turbine propulsionware, the turbine propulsion ware set up on hull upper portion, pay the rear portion that the hull is arranged in the main ship body, the sail wing set up in the well rear portion position of assisting the hull, the straight line of the parallel main ship body of the sail wing straight -line distance between the perpendicular and main ship line physically is three to five rib positions with the turbine propulsion ware. The utility model provides an initiatively make green motor boat of wind has solved strong, the discontinuous supply of wind energy fluctuation, and is sometimes windy, and it also is exactly wind big problem inadequately sometimes not have wind and energy density not high. The turbine utilizes its cross wind effect when promoting boats and ships and advance, practiced thrift can, strengthened maneuverability in addition.",2018,B63B   1/12; B60L   8/00; B63H   9/04
511966651,ES20120006146T,Sistema de control clim·tico energÈticamente eficiente para una turbina eÛlica marina,"Un sistema de control clim·tico para una turbina eÛlica que tiene una gÛndola (4) y una torre (2), que comprende: una pluralidad de circuitos de refrigeraciÛn (10, 20, 30, 40) adaptados para transportar el calor generado por los componentes (12, 22, 32, 42) de la gÛndola (4) al exterior de la gÛndola (2), incluyendo los componentes (12, 22, 32, 42) un tren de transmisiÛn (12), un generador (22), un sistema hidr·ulico (32), un convertidor (42) y un transformador (52), un sistema de flujo de aire que comprende una unidad de tratamiento de aire (60a, 60d) que incluye un intercambiador de calor de lÌquido a aire (66a, 66d) adaptado para recibir un flujo de salida caliente de refrigerante desde el circuito de refrigeraciÛn (10) conectado al tren de transmisiÛn (12) a travÈs de una v·lvula de control de flujo variable (16), suministrando la unidad de tratamiento de aire (60a, 60d) aire ambiente limpio a la gÛndola (4) a una humedad relativa especificada, en el que la v·lvula de control de flujo variable (16) regula el caudal del refrigerante a travÈs del intercambiador de calor (66a, 66d), ajustando asÌ la temperatura del aire que entra en la gÛndola (4) y, por lo tanto, la cantidad de precalentamiento del aire que entra en la gÛndola (4) y la humedad relativa, caracterizado por que el sistema comprende adem·s una pared (80) entre el convertidor (42) y el transformador (52), separando asÌ la gÛndola (4) en una secciÛn que aloja el tren de transmisiÛn (12), el generador (22), el sistema hidr·ulico (32) y el convertidor (42), y una carcasa de secciÛn que aloja el transformador (52), en el que el sistema de flujo de aire es un primer sistema de flujo de aire para mantener la humedad relativa del aire dentro de la secciÛn de la gÛndola (4) que aloja el tren de transmisiÛn (12), el generador (22), el sistema hidr·ulico (32) y el convertidor (42), el sistema comprende adem·s una salida de convertidor (68a) a travÈs de la cual el aire sale de la gÛndola (4) inmediatamente despuÈs de que fluya sobre el convertidor (42); el sistema comprende adem·s un segundo sistema de flujo de aire para mantener la humedad relativa de la secciÛn de la gÛndola que aloja el transformador (52), comprendiendo el segundo sistema de flujo de aire: una segunda unidad de tratamiento de aire (60b) ubicada debajo del transformador (52) y que incluye un segundo intercambiador de calor de lÌquido a aire (66b) adaptado para recibir un flujo de salida caliente de refrigerante desde el circuito de refrigeraciÛn (40) conectado al convertidor (42) a travÈs de una v·lvula de control hidr·ulica adicional (70b), donde la segunda unidad de tratamiento de aire suministra aire ambiente limpio a la secciÛn de transformador de la gÛndola (4) a una humedad relativa especificada, en el que la v·lvula de control de flujo hidr·ulica adicional (70b) regula el caudal del refrigerante a travÈs del segundo intercambiador de calor (66b), ajustando asÌ la temperatura del aire que entra en la secciÛn de transformador de la gÛndola (4) y, por lo tanto, la cantidad de precalentamiento del aire que entra en la secciÛn de transformador de la gÛndola (4) y la humedad relativa.",2012,F05B2260/64; F03D  80/60; Y02E  10/726; F05B2240/95
511966655,ES20120002600T,Sistema de refrigeraciÛn de gÛndola y de los componentes generadores de calor de una turbina eÛlica marina,"Un sistema para refrigerar el aire dentro de una gÛndola y los componentes generadores de calor alojados en la gÛndola de una turbina eÛlica marina, que comprende: un circuito de refrigeraciÛn superior (12) en la gÛndola (20); un depÛsito (16) dispuesto debajo del circuito de refrigeraciÛn superior (12) y que tiene una tapa (22) que gira libremente alrededor de un eje vertical del depÛsito (16) junto con un tubo de entrada (B) y un tubo de salida (D) del circuito de refrigeraciÛn superior (12) a medida que la gÛndola (20) se desvÌa, coincidiendo el eje vertical del depÛsito (16) con un eje de desviaciÛn de la gÛndola (20); y un circuito de refrigeraciÛn inferior (14) dispuesto debajo del depÛsito (16), en el que el refrigerante circula a travÈs del circuito de refrigeraciÛn superior (12) utilizando una o m·s bombas de refrigeraciÛn (36, 36a-36d) dispuestas en la gÛndola (20), el circuito de refrigeraciÛn superior (12) transporta calor desde los componentes generadores de calor y desde el aire dentro de la gÛndola (20) hasta el depÛsito (16), y el circuito de refrigeraciÛn inferior (14) transporta calor desde el depÛsito (16) hasta la parte inferior de la torre de turbina eÛlica y disipa el calor hacia el agua de mar a travÈs de un intercambiador de calor (28) que es refrigerado con agua de mar.",2012,Y02E  10/72; F03D  80/80; Y02E  10/726; F05B2260/205; F03D  80/60; F05B2240/95; F03D  80/00; Y02E  10/722
511978130,US201816176981,Stabilizing system for floating wind turbines,"A floating wind turbine assembly, configured to self-stabilize in water without a fixed anchor. The floating wind turbine assembly has a wind turbine, joined to a turbine shaft. A beam anchor is joined to the turbine shaft. A hollow moving mass, arranged around the beam anchor, such that the hollow moving mass can be moved up or down the beam anchor. The hollow moving mass includes a pump, having a pump first end connected to the water with a first pump hose and a pump second end arranged within the hollow moving mass with a second pump hose.",2018,F03D  13/25; F05B2270/18; B63B2035/446; F05B2240/95; F05B2260/964; B63B  39/03; B63B  35/44; F05B2240/93
511997851,DK20130701901T,KOORDINERET STYRING AF EN FLYDENDE VINDMÿLLE,NULL,2013,B63B  39/03; F03D  13/25; F03D   7/04
512085910,CN201821380579U,Four-pile fixed type wind energy-wave energy integrated power generation system based on suction cylinder,"The utility model belongs to the technical field of offshore renewable energy utilization, and discloses a four-pile fixed type wind energy-wave energy integrated power generation system based on a suction cylinder. An integrated system integrating a wind energy system and an oscillating water column type wave energy system is established by utilizing a four-pile type supporting structure, so thatthe wind energy system and the oscillating water column type wave energy system share the supporting structure and a power transmission system. Offshore renewable resources can be fully utilized, sothat the purposes of improving the utilization rate of the four-pile foundation and reducing the total cost are achieved, the overall economy of an offshore wind power plant is improved, and the industrial application of the offshore wind power plant is effectively promoted. According to the four-pile fixed type wind energy-wave energy integrated power generation system based on the suction cylinder, the effective utilization rate of a sea area is increased, the construction cost and the maintenance cost are reduced, an existing mature fan technology is fully utilized, commercial application of a wave energy device is promoted, and the four-pile fixed type wind energy-wave energy integrated power generation system is a reliable offshore renewable energy power generation platform.",2018,F03B  13/24; F03D  13/25; F03D   9/25; F03B  11/00
512109787,KR20170130796,APPARATUS AND METHOD FOR DESIGNING OFFSHORE WIND FARM,"The present invention relates to an offshore wind farm design apparatus and a method thereof which can provide a design for an offshore wind farm which integratedly considers position selection of an offshore substation and an inner grid design. According to a technical aspect of the present invention, the offshore wind farm design method comprises the steps of: acquiring data related to an offshore wind farm design; searching for a plurality of candidates with regard to an offshore substation position of an offshore wind farm based on the acquired data; designing types of at least one cable connecting a plurality of wind turbines of an offshore wind farm and an inner grid including a connection shape of the at least one cable; and evaluating each of the designed inner gird and an outer grid in accordance with the offshore substation position.",2017,H02J   3/38; G06Q  50/06
512109975,KR20170129836,AQUATIC STRUCTURE FOR INSTALLING SOLAR MODULE,"The present invention provides a water structure for installing a solar module which can easily install heavy objects such as a water solar power plant, a wind power plant or the like. The water structure for installing a solar module comprises: a cross-shaped block which is a coupling element disposed inside the water structure; a first intermediate block which can be coupled to a lateral surface of the cross-shaped block; a second intermediate block which can be coupled to the other lateral surface of the cross-shaped block; a T-shaped block which can be installed at an outermost periphery of the water structure; and an upper cover unit installed at an uppermost unit of an assembly of the cross-shaped block, the first intermediate block, the second intermediate block, and the T-shaped block.",2017,B63B  35/44; H02S  20/00; H02S  10/40; H02S  30/00
512174612,PL20150864137T,FLOATING PLATFORM FOR HARNESSING WIND ENERGY,NULL,2015,F03D   7/02; F05B2240/93; F03D  13/25; Y02E  10/727; F05B2240/95; F03D   9/30; F03D  13/20; F03D   7/0204; B63B  35/44; B63B2035/446; F03D   1/04
512263434,CN201821338351U,Efficient wave power generation device,"The utility model discloses an efficient power generation device utilizing sea waves. Floating plate, four fixed seats are arranged below the floating plate; the fixed seat is connected with the floating plate through a telescopic rod; a bottom plate is fixedly connected among the four fixing groups; a sealing box is fixedly connected to the center of the upper surface of the baseplate; a fixed sliding seat is fixedly connected between the first fixed plate and the second fixed plate; a sliding block is slidably connected to the fixed sliding seat; a screw rod penetrates through and is in threaded connection with the sliding block; one end of the screw rod penetrates through the second fixing plate and is rotationally connected with a large gear; a generator is fixedly connected in the sealing box; a rotating shaft of the generator is fixedly connected with a pinion; a storage battery pack is arranged below the partition plate; the floating plate can float up and down along with wavesof seawater, the sliding block and the lead screw are arranged so that the lead screw can rotate along with fluctuation of the floating plate, the large gear and the small gear are arranged so that the rotor in the power generator can obtain very high rotating speed, and therefore power generation efficiency is improved, and power generation capacity is increased.",2018,F03B  13/18; F03D   9/11
512269339,CN201821475109U,Hawser cable anchoring device for positioning and mounting fan,"The utility model discloses a hawser cable anchoring device for positioning and mounting a fan. The hawser cable anchoring device comprises a support frame, the supporting frame comprises a steel plate playing a role in supporting and fixing, and the steel plate comprises a transversely-arranged bottom steel plate body and vertically-arranged side steel plate bodies installed on the left side andthe right side of the bottom steel plate body. Reinforcing ribs are fixed between the front ends and the rear ends of the side steel plates, and the bottoms of the reinforcing ribs are fixed to the bottom steel plate. Reinforcing rings are arranged in the middles of the side steel plates, a rotating frame is arranged between the reinforcing rings, and stop pieces are embedded between the rotatingframe and the reinforcing rings. The device can accurately adjust and control the stress state of the cable wind rope, so that the tower drum is in the optimal stress state, and smooth advancing of subsequent construction is guaranteed. And the anchoring devices are uniformly distributed at intervals of 120 degrees. The anchoring device rotating frame can rotate freely and is less affected by terrains and slopes. The cable wind rope is controllable and adjustable in stress and good in stress state. The device is less affected by terrains and slopes, and the cable wind ropes are simple and reliable in stress. The device is wider in construction application range.",2018,F03D  80/00; F03D  13/20
512269503,CN201821482369U,Hydroenergy and wind energy power assisting device for vehicle,"The utility model discloses a water energy and wind energy power assisting device for a vehicle. The power assisting device comprises a pair of power assisting sails and an adjusting assembly, the pair of power assisting sails are vertically assembled on the two sides of the central axis of the vehicle through the adjusting assembly respectively, the distance between the power assisting sails andthe vehicle is adjustable, and the included angle between the power assisting sails and the vehicle is adjustable. When the power-assisted sail is used, the relative position of the power-assisted sail and a vehicle can be adjusted through the adjusting assembly; the included angle between the power-assisted sail and the vehicle can be adjusted, water pressure or wind pressure borne by the sail isconverted into power for the vehicle to move forwards, water flow or wind can be accelerated by adjusting the distance between the power-assisted sail and the vehicle or the distance between the sailbodies, and the effect of auxiliary power is improved. When the aircraft empennage is used as an aircraft vertical empennage, a hydraulic cylinder is selected as an adjusting assembly, and a power-assisted sail is used as an empennage body and connected with an aircraft through the hydraulic cylinder; cylinder bodies of the hydraulic cylinders are fixedly connected with the aircraft, and piston rods are fixedly connected with the power-assisted sail.",2018,F03B  17/06; B63H  21/00; F03D   5/00
512284668,CN201821609197U,Offshore wind turbine connecting section structure,"The utility model relates to the technical field of offshore wind turbine construction. The offshore wind turbine connecting section structure is good in grouting sealing effect. According to the technical scheme, the offshore wind turbine connecting section structure comprises a steel pipe pile and supporting legs, and the lower ends of the supporting legs extend into the steel pipe pile; a sealing assembly is arranged in the steel pipe pile below the supporting legs and sequentially comprises a first disc, a second disc and a third disc from top to bottom, wherein the first disc, the seconddisc and the third disc are matched with an inner cavity of the steel pipe pile. A plurality of groups of side holes are correspondingly formed in the disc surfaces, close to the edges, of the first disc and the second disc; a center hole is formed in the center of the third disc; the edges of the first disc and the third disc are welded to the steel pipe pile, and a movable cavity allowing the second disc to move up and down is formed between the first disc and the third disc. The sealing performance of the lower portion of the grouting section can be greatly improved, and smooth grouting isguaranteed.",2018,E02D  15/04; E02D  27/42
512372482,DK20140784605T,Fluidtransportsystem med en automatisk frigivelig kobling og anvendelse deraf,NULL,2014,B63B  27/24; F16L  55/1015; F16L  37/28; B63B  27/30; F03D  80/50; F03D  80/70; F05B2240/95; F05B2260/98
512472839,CN201720699525U,Deepwater spiral offshore wind turbine jacket foundation,"The utility model discloses a deepwater spiral offshore wind turbine jacket foundation, and relates to improvement of offshore wind power foundation equipment, in particular to the deepwater spiral offshore wind turbine jacket foundation. The foundation comprises a tower drum, a foundation column pile, three outer side vertical piles and a plurality of spiral inner columns, the tower drum is arranged on the upper portion of the foundation column pile, the outer side vertical piles are arranged on the outer side of the foundation column pile, and the outer side vertical piles are fixedly connected to the foundation column pile through the spiral inner columns. A spiral inner column is fixed to a seabed through an inclined pile, and the load of a wind turbine generator is transmitted to theseabed through an outer side vertical pile; the axial resistance of the soil body to the external load is stronger than the lateral resistance of the soil body. The spiral offshore wind turbine jacketfoundation has the advantages that compared with a traditional jacket foundation, the spiral offshore wind turbine jacket foundation is compact in overall structure, few in structural node, small insteel consumption, small in welding workload, light in weight, convenient to construct and easy to install.",2017,E02D  27/42; E02D  27/52
512477365,CN201820861337U,Tower bottom cooling and dehumidifying system of offshore wind generating set,"The utility model relates to a tower bottom cooling and dehumidifying system of an offshore wind generating set, which comprises a water-cooling cycle and an air-cooling cycle, and the water-cooling cycle and the air-cooling cycle are coupled on two heat exchangers in a tower. Depending on different states of a fan, the system can automatically switch a cooling mode and a dehumidifying mode, the blowing fan above the heat exchanger in the tower drives air in the tower to enter the ventilation pipe to be in contact with the surface of the heat exchanger, and when the temperature of cooling liquid in the pipe reaches the condensation temperature, water vapor in the air is condensed into water and flows out along the bent pipe below the heat exchanger, so that the dehumidifying purpose is achieved. According to the system, adjustment of tower bottom components and the environment temperature is guaranteed, automatic dehumidification of the environment in the tower is achieved, control over the multiple liquid cooling components at the bottom of the tower and the environment temperature in the tower can be achieved, effective dehumidification can be achieved almost without increasing cost, and control over the environment humidity in the tower is achieved.",2018,F03D  13/25; F03D   7/00; F03D  80/60; F03D  17/00
512638806,UAA201709672,???????? ??? ??????? ?????? ??'?????,"??????? ???????? ?? ?????? ???????????????, ??????? ?????????? ??????????? ????????? ??? ??????? ?????? ??'?????. ???????? ??? ??????? ?????? ??'????? ??????? ??????? ?????, ??'????? ? ???????? ???????, ???? ??'?????? ? ???????????? ?????, ???? ??'?????? ????????? ? ????????? ?????????, ????????? ? ?????????? ??????????? ??????????? ??????? ?? ????????????? ???? ? ????????? ???????, ??????? ???????? ??? ??????????? ???????. ???????? ????? ????????? ?? ???????? ?????, ?????? ????? ?? ???? ???????????? ??????????????? ???????? ????? ???????? ?????????, ???? ????????? ?? ?????? ?? ??????????? ??????? ????????? ??????, ???????????? ???????? ???????, ?????? ???????????????? ????????? ?????? ??????????? ?? ?????????????? ????????, ??? ????? ????????? ???????? ??'????? ? ????????? ?? ????. ????? ??????? ??????????? ???????? ???????? ??????????? ? ?????????? ?????????? ??????? ?? ?????????? ??????? ????????? ?????? ? ?????????? ????????????? ??????????, ?? ???? ??? ??????????????? ???????? ??????? ???????? ????????? ???????????? ????????? ?????????? ???????? ?????????. ????????? ??????? ????????? ?? ????????? ???, ???? ??'?????? ? ?????, ???????? ????? ??'?????? ? ????? ?/??? ????????? ?????, ??????? ????? ????????????? ???? ???????? ?? ????????? ?????? ? n ????????? ????????, ??????? ????? ?? ????????? ???? ???? ????????? ?????????????.",2017,C02F   3/14; F03D  13/25; C02F   7/00; F03D   9/39
512843367,DK20120861025T,BEV∆GELSESH∆MMENDE APPARAT TIL EN FLYDENDE OFFSHORE-VINDMÿLLE OG EN FLYDENDE BASE ANVENDT TIL OFFSHORE-VINDMÿLLE,NULL,2012,B63B2035/442; F03D  13/20; F03D  13/25; F05B2260/964; B63B  39/06; Y02E  10/727; B63B  35/44; B63B2039/067; F03D  13/22; F03D  13/00; B63B2035/446; F05B2240/95
512872744,ES20160714960T,Estructura de soporte y de anclaje de aerogenerador marino del tipo base gravitatoria y procedimiento de remolcado y deposiciÛn en el mar,"Procedimiento de transporte y deposiciÛn en el fondo del mar de una estructura submarina de soporte y de anclaje de un equipo marino, preferentemente un aerogenerador, comprendiendo dicha estructura submarina de soporte y de anclaje una base gravitatoria (1) que comprende un primer bloque macizo o primer cajÛn hueco (2) lleno de medios de lastre, que descansa sobre el fondo marino (11) y que garantiza un anclaje debido a su propio peso; comprendiendo dicho primer bloque o cajÛn gravitatorio (2) una superficie externa superior (2b) que soporta un m·stil y/o un dispositivo superior (1a) apto para recibir la base del poste (12a) de un aerogenerador (12), una superficie inferior plana (2d) apta para descansar en el fondo del mar y una superficie externa lateral (2a), preferentemente impermeable, procedimiento en el que se realizan las etapas siguientes: a) remolcar dicha base (1) equipada con elementos de flotaciÛn, y despuÈs b) descender dicha base al fondo del mar, y en el que: - antes de la etapa a), se fijan de manera amovible sobre la superficie externa (2a, 2b, 2c) de dicho primer bloque o primer cajÛn gravitatorio (2) una pluralidad de segundos cajones huecos de flotabilidad y lastrado (3-1, 3-2), y - en la etapa a), se vacÌa por lo menos parcialmente por lo menos una parte de dichos segundos cajones (3, 3-1, 3-2), y - en la etapa b), se aÒade agua de mar a dichos segundos cajones (3, 3-1, 3-2) para descender dicha base (1) hasta el fondo del mar (11), permaneciendo preferentemente dichos segundos cajones (3, 3-1, 3-2) sÛlo parcialmente llenos de agua de mar, y - despuÈs de la etapa b), se desolidarizan dichos segundos cajones (3, 3-1, 3-2) y se vacÌan, de manera preferentemente progresiva, de modo que asciendan a la superficie (10) por flotaciÛn, de manera preferentemente progresiva, caracterizado por que: - se fija una pluralidad de dichos segundos cajones (3-1, 3-2) de igual forma y dimensiones, distribuidos simÈtricamente por una superficie externa lateral de forma troncocÛnica (2a) del primer bloque o primer cajÛn (2) con respecto a un plano de simetrÌa de dicho primer bloque o cajÛn que pasa por el eje de revoluciÛn ZZ' del primer bloque o primer cajÛn, definiendo las superficies laterales externas (3c) y superficies laterales internas (3a) de dichos segundos cajones unas superficies de revoluciÛn de forma troncocÛnica de igual eje de revoluciÛn (ZZ') que dicha superficie lateral externa de dicho primer bloque o primer cajÛn (2), - comprendiendo cada dicho segundo cajÛn una superficie lateral interna (3a) que coincide con la forma de la parte de dicha superficie lateral externa (2a, 2b, 2c) del primer bloque o cajÛn (2) frente a la cual se aplica, estando dichos segundos cajones (3-1, 3-2) dispuestos de modo que el conjunto de dichos segundos cajones recubra la totalidad de dicha superficie lateral externa (2a), comprendiendo cada dicho segundo cajÛn (3-1, 3-2) por lo menos una v·lvula (3b) que se abre al exterior, y - la distancia (d) entre dichas superficies internas (3a) y superficies externas (3c) de dichos segundos cajones es inferior a 1/3 de su altura en la direcciÛn de su altura (h) en la direcciÛn axial ZZ', y - en la etapa b), se realiza el descenso de la base controlando ˙nicamente el llenado de dichos segundos cajones.",2016,E02B  17/025; E02B2017/0039; E02B  17/00; E02D  27/52; E02B  17/02; E02B2017/0065; E02B2017/0073; F03D  13/10; B63B  35/44; E02B2017/0091; B63B  35/00; B63B  35/003; F05B2240/95; F03D  13/20; F03D  13/25; Y02E  10/727; E02B2017/0069; F03D  13/22
512909064,CN201821413411U,The invention discloses an assembly gravity type offshore wind power foundation,"The utility model discloses an assembly gravity type offshore wind power foundation which is composed of a gravity type foundation structure and a cylindrical structure with an opening in the bottom,the cylinder wall of the cylindrical structure is a steel cylinder wall, a top cover is arranged on the top of the cylindrical structure, and a circular groove used for being connected with the gravity type foundation structure is formed in the top cover. The gravity type foundation structure is composed of a reinforced concrete cylinder with an opening in the top. A bottom plate is arranged at the bottom of the reinforced concrete cylinder, a circular protruding groove matched with the circular groove is formed in the lower portion of the bottom plate, a hollow stand column is arranged in themiddle of the reinforced concrete cylinder, an annular cavity is formed between the stand column and the wall of the reinforced concrete cylinder, and cabin dividing plates are annularly arranged inthe annular cavity at equal intervals. The wind power foundation can reduce treatment of a soft soil foundation, improve the construction efficiency, shorten the offshore construction operation periodand reduce the economic investment of the foundation.",2018,E02D  27/24; E02D  27/52; E02D  27/42
512909406,CN201821414159U,The invention discloses a net frame type offshore wind power foundation,"The utility model discloses a net frame type offshore wind power foundation. The transition section is arranged on the upper portion of the barrel-shaped structure, the transition section is composedof straight steel pipes and I-shaped steel beams and divided into m layers, m is larger than or equal to 2, the bottom layer of the transition section is composed of horizontal regular n polygons composed of the I-shaped steel beams, each layer on the bottom layer is composed of horizontal regular n polygons composed of the straight steel pipes, and n is larger than or equal to 3. The vertical central axes of the layers in the transition section are the same, and the joint of the straight steel pipes of the upper layer and the lower layer is staggered by 360/2n degrees in the horizontal direction; Two ends of the upper layer of steel pipe are connected with joints of the lower layer of steel pipe and the steel pipes through straight steel pipes to form an isosceles triangle; The upper layer and the lower layer form 2n isosceles triangles on the peripheral side surfaces through straight steel pipes; The side length of the polygon of each layer of the transition section is gradually increased from top to bottom, and the upper load is effectively dispersed and transmitted to the lower part; The barrel-shaped structure consists of a cylindrical skirt, a barrel top cover and a concreteballasting plate; A concrete ballasting plate is further arranged on the cylinder top cover, and the I-shaped steel beam is embedded into the concrete ballasting plate.",2018,E02D  27/42
512910328,CN201821447713U,Disclosed is a marine transportation fixing device for large wind turbine blades,"The utility model discloses a marine transportation fixing device for large wind power blades. The device comprises a bottom plate, first grooves are formed in the two sides of the top of the bottom plate, a first movable plate and a second movable plate are movably connected to the bottoms of inner cavities of the two first grooves correspondingly, the tops of the first movable plate and the second movable plate extend to the outer sides of the first grooves, and a second groove is formed in the top of the right side of the first movable plate. According to the utility model, the bottom plateis arranged; First groove, First movable plate, Second movable plate, Second groove, a hydraulic telescopic rod is arranged in the through hole; The third positioning block, the first positioning shell, the second positioning shell, the third positioning shell, the fourth positioning shell, the first positioning block, the second positioning block, the nut, the screw, the fourth rubber pad, the first rubber pad, the third rubber pad and the second rubber pad are used in cooperation, and meanwhile the problem that an existing marine transportation device is poor in large wind power blade fixing effect is solved.",2018,F03D  13/40
512936633,FR1801170,PANNEAU DECORATIF POUR RECEVEURS DE DOUCHE,"Il est proposÈ un nouveau panneau dÈcoratif pour receveurs de douche formÈ d'un panneau (1) polymÈrique d'une matiËre thermostable ou de surface solide, dont les surfaces extÈrieures sont recouvertes d'un motif dÈcoratif (2) imprimÈ sur lesdites surfaces extÈrieures avec une encre transfÈrÈe audit panneau (1) par sublimation dans une chambre de vide sous des conditions de tempÈrature, pression et temps prÈdÈterminÈes. Le panneau (1) prÈsente une zone pÈrimÈtrale (3) plus Èpaisse et au moins une zone non pÈrimÈtrale (4) de moindre Èpaisseur, o˘ la finition de toutes les surfaces du panneau (1), recouvertes par le motif dÈcoratif, est uniforme. Dans une mise en úuvre alternative, le panneau (1) pour receveurs de douche peut Ítre recouvert de deux ou plusieurs motifs dÈcoratifs (2) dans des zones diffÈrentes du panneau (1).",2018,F03D  13/25; E02B  17/0034; B41M   5/035; B44C   5/0461; B44C   5/04; E02B   3/26; B63B  27/30; A47K   3/40
513090010,CN201821115494U,The invention discloses a buoy device for hydrological monitoring,"The utility model provides a buoy device for hydrological monitoring. The buoy device comprises a buoyancy ball, a central workbench, a positioning mechanism, a power generation mechanism, a driving mechanism, a monitoring mechanism and a remote control receiver, The three buoyancy balls are annularly arranged on the periphery of the central workbench and are fixedly connected with the central workbench; The central workbench is of a cylindrical hollow cavity structure with the lower portion sealed, a deck is arranged at the upper end of the central workbench, and a truss is fixedly installedon the deck. And the remote control receiver is electrically connected with the positioning mechanism and the driving mechanism. The device can work in a normal water body; The water quality and/or hydrological conditions can be monitored, and a power supply required for monitoring is provided through solar energy and/or wind energy, so that the problems that the working efficiency of manually monitoring the water quality and hydrological conditions is low, and the monitoring of the water quality and hydrological conditions of the remote water body cannot be completed are solved.",2018,B63B  22/00; B63B  22/04
513096006,CN201821353045U,Disclosed is a novel wind power and tide combined power generation device,"The utility model discloses a novel wind power and tide combined power generation device. Three surfaces of a reservoir are foundations of concrete structures, the right side of the reservoir is a dam, the interior of the reservoir is hollow and is provided with a tide power generation device, and a wind power generation device is arranged above the dam; Wherein the tower body is fixed above a damthrough a plurality of bolts, the wind driven generator and the third transmission shaft are meshed and connected together through a gear, and the wind driven generator is electrically connected withthe battery pack; The water flowing channels are uniformly distributed at the bottom of the dam; sediment barrier belts are respectively built on two sides of the dam; Protective nets are distributedon the two sides of the interior of the water flowing channel, impeller supporting columns are fixedly installed in the water flowing channel, three impellers are fixedly connected in an impeller rotating part, a wind power generation device and a tidal power generation device are effectively combined, offshore rich wind power resources can be fully utilized, and the investment cost of capital construction can be greatly reduced. The wind power generation can effectively improve the periodic power supply problem of tidal power generation and can continuously provide electric quantity.",2018,F03B  11/08; F03B   3/12; F03B  13/26; F03D  13/25; F03D  15/00; F03D   9/11
513101606,CN201821504396U,The invention discloses a multi-fan offshore floating wind power platform,"The utility model discloses an offshore floating type wind power platform with multiple fans. The floating type wind power generation system comprises a floating type platform and a plurality of windpower generation devices arranged on the floating type platform, the floating type platform comprises floating type foundations, trusses and positioning systems, the adjacent floating type foundationsare fixedly connected through the trusses, and the positioning systems are arranged on the outer side of the floating type foundations. According to the utility model, the severe sea condition resistance is strong; Symmetrical arrangement of anchor chains, The small waterplane deep draught design of the floating type foundation can reduce the load of waves, provides a good living environment forwind power generation equipment, can reduce the laying cost of submarine cables, is simple in structure, convenient to construct and install and capable of remarkably reducing the construction cost, and is suitable for batch production and wide application.",2018,B63B  35/44
513261700,NO20150185038,NULL,NULL,2015,F05B2220/706; F05B2260/301; F16B   5/02; F16J  15/022; E02B2017/0091; F05B2240/95; Y02E  10/725; E02B  17/00; E04H  12/085; F03D  13/20; F03D  13/25; Y02E  10/727
513263794,NO20130306596,NULL,NULL,2013,F03D  13/22; B63B  39/00; Y02E  10/727; B63B  39/03; F03D   9/25; F03D  13/25; F05B2240/93
513264436,NO20140154181,NULL,NULL,2014,B63B  35/003; E02B2017/0091; E02B  17/0004; Y02E  10/727
513266311,US201816196295,Flotation system for offshore power generation platform,"A flotation system for an offshore power generation platform comprises: multiple buoyant bodies each containing a high-pressure air and ballast water therein to create buoyancy; connecting members connecting the multiple buoyant bodies to each other; ballast water flowing tubes through which the ballast water contained in the multiple buoyant bodies flows with respect to each other; a high-pressure tank supplying the high-pressure air into the multiple buoyant bodies; a compressor replenishing air pressure present in the high-pressure tank; an equilibrium sensor sensing an equilibrium state of each of the multiple buoyant bodies and transmitting a signal; and a controller controlling, in response to the signal from the equilibrium sensor, an amount of air supplied from the high-pressure tank to the buoyant body and an amount of air discharged from the buoyant body.",2018,B63B  13/00; B63B2207/04; Y02P  70/523; B63B2001/128; Y02E  10/70; B63B   1/12; F03D  13/25; B63B   3/06; B63B   5/22; B63B2209/20; B63B2221/02; Y02E  10/727; B63B  43/06; F05B2240/932; B63B  35/44; B63B2207/02; F05B2240/93; B63B   5/20; B63B2035/446; F05B2240/95
513333442,JP20170199215,INSPECTION SYSTEM OF WIND TURBINE GENERATOR SYSTEM USING FLYING BODY AND INSPECTION METHOD,"To provide an inspection system of a wind turbine generator system which can specify a position of a damaged part at the inspection of the wind turbine generator system using a UAV.SOLUTION: An inspection system of a wind turbine generator system comprises: a UAV including at least one flying propeller; a first imaging device mounted to the UAV, and creating a first image by imaging a damaged part of the wind turbine generator system; and a second imaging device arranged in a prescribed position of the wind turbine generator system, and creating a second image by imaging the UAV or the damaged part. An inspection method of the wind turbine generator system specifies a position of the second imaging device, an inclination angle of an optical axis of the second imaging device at imaging by using the inspection system, or specifies a position of the damaged part by visual confirmation, floats the UAV up to the position of the specified damaged part by using the flying propeller, and images the damaged part by using the first imaging device.SELECTED DRAWING: Figure 5",2017,B64C  39/02; F03D  17/00; G01C   5/00; B64D  47/08; B64C  25/32; B64C  27/08; G01B  11/02; F03D  80/50; G01N  21/88
513368357,NO20150002602,NULL,NULL,2015,F02C   3/22; B63B2035/444; B63B2035/4473; F05B2240/93; B63B2035/446; F02C   6/18; F03D   9/25; F17C2227/0318; H02J   3/46; C22B   9/16; F03D   1/02; F17C2227/0311; F17C2265/07; F17C2270/0121; Y02E  10/727; F03D   9/00; F03D  13/25; F17C2227/0323; Y02E  10/725; B63B  35/44; F03D  80/00; F17C2265/05; Y02E  20/16
513368703,NO20140752593,NULL,NULL,2014,F03D  80/82; F05B2240/142; F03D  13/25; Y02E  10/727; Y02P  70/523; F03D   9/257; E02B  17/027; F05B2240/14; E02B2017/0091; F05B2230/61; F05B2240/95; Y02E  10/725
513369225,NO20120798596,NULL,NULL,2012,F05B2230/60; Y02P  70/523; B63B  21/20; F03D  13/25; B63B  21/50; F03D   1/0675; F03D  13/10; B63B2021/203; F03D  13/22; Y02E  10/721; B63B2001/128; B63B2035/446; F05B2240/95; B63B   1/125; B63B  35/44; F05B2240/93; B63B  21/26; Y02E  10/727
513413681,CN201821222685U,The invention discloses a T-shaped wing plate offshore wind turbine steel pipe pile foundation,"The utility model discloses a T-shaped wing plate offshore wind turbine steel pipe pile foundation which comprises a steel pipe pile, and a plurality of T-shaped wing plates are uniformly distributedand welded on the outer wall of the steel pipe pile. The steel pipe piles are made of steel plates in a rolled and welded mode to form pipes, and the T-shaped wing plates are annularly welded along the outer walls of the steel pipe piles to form a whole. For deep overburden seabed, in order to meet the bearing capacity requirement, the soil penetration depth of the single pile foundation is usually large, and in order to further optimize the foundation section form, reduce the soil penetration depth of the single pile foundation, reduce the foundation cost and improve the investment utilization rate.",2018,E02D  27/42
513415531,CN201821312939U,Offshore wind generating set,"The utility model relates to an offshore wind generating set which comprises a foundation platform. The tower drum is arranged on the foundation platform and extends from the foundation platform to the direction far away from the sea surface; The energy storage device is arranged on the tower cylinder and comprises more than two water storage tanks and a first water-drive power generation component connected with the more than two water storage tanks, and each water storage tank is connected with a first control valve so as to control the opening and closing of each water storage tank; Whereinthe more than two water storage tanks are sequentially arranged along the axial direction of the tower barrel, and the first water drive power generation component can generate power under the actionof seawater flowing out of the water storage tanks. According to the offshore wind generating set provided by the embodiment of the utility model, the standby energy storage device can be used for supplementing electric power, long-time shutdown of the offshore wind generating set is avoided, and the power generation benefit of the offshore wind generating set can be effectively ensured.",2018,F03B  13/26; F03B  15/00; F03D   9/25; F03D  13/25; F03B  13/00
513431559,CN201821784882U,The invention discloses an ocean energy comprehensive power generation device,"The utility model relates to the technical field of generators, in particular to an ocean energy comprehensive power generation device which comprises a floating body unit, a flow guide cover power generation unit and a wind power generation unit, Wherein the fairing power generation unit is connected with the lower part of the floating body unit through the floating body supporting structure; Thewind power generation unit comprises a fan arranged above the floating body unit and a first electric energy conversion assembly arranged in the floating body supporting structure; The flow guide cover power generation unit comprises a first flow guide cover body with the axis suitable for being parallel to the sea level and a second electric energy conversion assembly arranged in the first flowguide cover body; The first flow guide cover body comprises a flaring-shaped inlet section and a regular octagonal cylindrical accelerating section which are communicated.",2018,F03B  11/08; F03B  13/26; F03B   3/18; F03D   9/25; H02S  10/12; H02S  10/10; F03D   3/06
513753183,RU20180110245,STABILIZED AXIAL-CONICAL DIRECT-CURRENT VALVE WIND GENERATOR,"FIELD: electrical engineering.SUBSTANCE: invention relates to electrical engineering and can be used, for example, as a mechanical converter of mechanical energy of air flow (for example, incident airflow energy when used on mobile local objects, wind energy when used on fixed local objects) into direct current electric energy. Stabilized axial-conical DC valve wind generator comprises stator, base of which is made in form of fixed platform, rigidly fixed on carrier rod, and a rotor, which external side surface is made with curved blades. Front part of the rotor is provided with a fairing and inlet ventilation holes located around the fairing along the circumference with the center on the axis of symmetry of the rotor. Rotor is fixed on the axis. On the fixed platform the outlet full-wave rectifier is rigidly fixed. Axle is fixed with collar in middle part and is pressed into hole made in center of fixed platform, where the axial magnetic conductor of the main generator armature with the multi-phase winding is rigidly fixed and the voltage regulator, the input of which is connected to the output of the multiphase output rectifier. On fixed axis there fixed is magnetic conductor of exciter in the form of truncated cone, in slots of which there laid is single-phase winding of its excitation connected to output of voltage regulator according to multi-phase winding of generator armature. In front part of inner cavity of rotor is rigidly fixed magnetic conductor of exciter in form of truncated cone, in slots of which its multiphase winding is laid. In rear part of rotor inner cavity there rigidly fixed is axial magnetic conductor of generator inductor, in slots of which on the side of axial magnetic conductor of its anchor there laid is single-phase excitation winding connected to output of rectifier. Rotor is installed on axis made fixed by means of disc fixed in inner cavity of axial magnetic conductor of inductor and made with outlet ventilation holes located along circumference with center on axis of symmetry of rotor in close proximity to diodes of rectifier, and with boring in its central part, in which outer ring of rear bearing is installed, inner ring of which is installed with interference in middle part of fixed axis, at that, rear bearing is fixed against movement in axial direction by collar and bushing installed on axis made fixed, between rear bearing and exciter inductor magnetic conductor, made in form of truncated cone, and the fairing rear part is made with boring, in which outer ring of front bearing is laid, which inner ring is fixed with interference in front part of fixed axis.EFFECT: minimization of difference between actual and specified values of output voltage, increase of structure rigidity, reduction of energy losses at conversion of mechanical energy into electric energy of direct current, reduction of coefficient of pulsations of rectified voltage.7 cl, 2 dwg",2018,F03D   9/00; H02K   7/18; H02K  47/00
513754209,RU20180110242,STABILIZED DC AXIAL-RADIAL DIRECT-CURRENT VALVE WIND GENERATOR,"FIELD: electrical engineering.SUBSTANCE: invention relates to electrical engineering, and can be used, for example, as a mechanical converter of mechanical energy of air flow (for example, incident airflow energy when used on mobile local objects, wind energy when used on fixed local objects) into direct current electric energy. Stabilized axial-radial direct-current valve wind generator comprises stator, base of which is made in form of fixed platform, rigidly fixed on carrier rod, and rotor, which external side surface is made with curved blades, and rotor front part is made with fairing and inlet ventilation holes located around fairing along circumference with center on axis of symmetry of rotor. Rotor is fixed on the axis. Three-phase full-wave rectifier is rigidly fixed on fixed platform. Axle is fixed, with collar in middle part, and is pressed into hole made in center of fixed platform, where rigidly fixed axial magnetic core armature of main generator with three-phase winding and voltage regulator, which input is connected to output of three-phase rectifier output. On the fixed axis there rigidly fixed is the exciter inductor radial magnetic conductor, in the slots of which there is a single-phase excitation winding of the exciting connected to the voltage regulator output according to the main generator three-phase winding. In front part of inner cavity of rotor there rigidly fixed is radial magnetic conductor of anchor of exciter, in slots of which there laid is multiphase winding of anchor of exciter, and in rear part of inner cavity of rotor there rigidly fixed is axial magnetic conductor of inductor of main generator, in slots of which on side of axial magnetic conductor of its anchor there laid is single-phase excitation winding connected to output of rectifier. Rotor is installed on axis made fixed by means of disc fixed in inner cavity of axial magnetic conductor of inductor, and made with outlet ventilation holes along circumference with center on axis of symmetry of rotor in close proximity to diodes of multiphase full-wave rectifier, and with boring in its central part, in which external ring of rear bearing is installed, inner ring of which is installed with interference in middle part of fixed axis. Rear bearing is fixed against movement in axial direction by collar and bushing installed on axis, made fixed, between rear bearing and radial magnetic conductor of exciter inductor. Rear part of fairing is made with boring, in which external ring of front bearing is laid, inner ring of which is fixed with interference in front part of axis made fixed.EFFECT: expansion of operational capabilities with simultaneous increase of its reliability, simplification of manufacturing technology and increase of efficiency factor.7 cl, 2 dwg",2018,H03D   9/00; H02K   7/18; H02K  47/00; F03D   9/00
513869325,PL20130875362T,PROPELLER,NULL,2013,B64C  11/00; B63H   1/265; B64C  11/16; F01D   5/14; F01D   5/141; Y10T  29/49332; B63H   1/26; Y02E  10/721
513912981,ES20140719046T,Turbina eÛlica costa afuera sobre soporte flotante que incluye una combinaciÛn de medios de amortiguaciÛn,"Turbina eÛlica costa afuera (6) sobre un soporte flotante que incluye en combinaciÛn: - un flotador principal (1) que incluye una parte de forma sustancialmente cilÌndrica, - un elemento circular (2) de hormigÛn de di·metro Dd superior al di·metro Dc del flotador principal (1) que constituye a la vez una masa fija en la base del flotador y unos medios de amortiguaciÛn, - unos medios complementarios de lastrado permanente (4) situados en la base del flotador principal, - unos cajones de lastrado din·mico (3) incluidos en el flotador principal y repartidos en corona en la periferia de dicho flotador.",2014,B63B2001/044; B63B  35/44; F05B2240/93; Y02E  10/721; B63B2035/446; B63B2039/067; B63B   1/048; F03D  13/20; F03D  13/25; Y02E  10/727; B63B  39/06; F03D   1/06; F03D   3/005
513913310,ES20140792478T,"Estructura de soporte flotante en mar abierto y conectada a anclajes a travÈs de medios de refuerzo para aerogeneradores, estaciones de servicio o estaciones de conversiÛn","Una estructura de soporte (2) flotante en mar abierto y conectada a anclajes a travÈs de medios de anclaje para aerogeneradores (1), estaciones de servicio o estaciones de conversiÛn con - un primer componente (3) dispuesto debajo del agua con primeros cuerpos de flotabilidad (5) dispuestos en los vÈrtices de un polÌgono perpendiculares a un plano y que act˙an como portadores del segundo componente (4) que surca la superficie del agua, y segundos cuerpos de flotabilidad (6) tubulares conectados a los primeros cuerpos de flotabilidad (5) dispuestos en un plano, en el que en el primer cuerpo de flotabilidad (5) est·n dispuestas una estructura nodal (7) con base en forma de estrella conectada al menos a dos segundos cuerpos de flotabilidad (6) y al menos una placa nodal (8) en forma de U, conectada a la estructura nodal (7) y que divide por secciones el primer cuerpo de flotabilidad en la vertical, y la estructura nodal (7) es al mismo tiempo el portador de un elemento de soporte tubular que surca la superficie del agua (9) y, de esta manera, conectada a la placa nodal (8), un nodo que absorbe y conduce las fuerzas de la estructura de soporte subacu·tica (3), y - el segundo componente (4) con elementos de soporte tubulares que surcan la superficie del agua en los primeros cuerpos de flotabilidad (5) que est·n conectados a travÈs de medios de soporte (10) a una estructura de soporte (11) del aerogenerador (1), la estaciÛn de servicio o la estaciÛn de conversiÛn, caracterizados porque est· dispuesta al menos una placa nodal (8) en forma de U, conectada a la estructura nodal (7) y que divide por secciones el primer cuerpo de flotabilidad (5) en la vertical y porque es al mismo tiempo el portador de un elemento de soporte tubular (9) que surca la superficie del agua (9) y, de esta manera, conectada a la placa nodal (8), un nodo que absorbe y conduce las fuerzas de la estructura de soporte subacu·tica (3).",2014,B63B  21/502; F05B2240/93; Y02E  10/727; F03D  13/22; E02B  17/00; F03D  13/20; F03D  13/25; B63B  21/50; B63B   1/107; B63B   1/10; B63B  35/44; B63B2035/446; E02B2017/0091; F05B2240/95
513995631,DK20130775201T,Flydende vindturbineplatform og fremgangsmÂde til samling heraf.,NULL,2013,B63B   5/20; E02D  27/52; B63B2035/446; E02B2017/0091; F05B2240/95; B63B   1/125; B63B2001/128; B63B   1/107; B63B  35/44; B63B2001/044; F05B2240/93; B63B   5/22; B63B  21/50; E02B  17/00; B63B   1/04; B63B   1/10; B63B   5/14; B63B   1/12; F03D  13/20; B63B2001/126; F03D  13/22; Y02E  10/727
513995869,DK20140847463T,Flydende vindturbinebÊresystem.,NULL,2014,B63B  39/03; E02B  17/027; F03D  13/22; F05B2240/93; B63B   5/18; B63B  22/20; B63B  35/44; B63B2001/128; Y02E  10/721; B63B  43/06; B63B2035/446; F03D   7/043; F03D   1/06; Y02E  10/727; B63B   1/125; B63B   5/20; F03D   9/00; F03D  13/10; F03D  13/20; B63B   1/107; B63B   9/06; B63B  75/00; E02B2017/0091; Y02E  10/725; B63B  21/50; F03D  13/25
513995923,DK20140814407T,B¯lge/tidevands- og vindenergiomdannere,NULL,2014,F03D   5/06; Y02E  10/28; F03B  13/18; F03B  13/1815; Y02E  10/70; F05B2240/301; F05B2240/95; F05B2210/16; Y02E  10/38; Y02E  10/721
513999801,KR20170155009,Monitoring system for marine life,The present invention relates to a system for monitoring marine life. The system comprises: an experimental group module installed on the sea around a wind power generator and measuring states of marine life in the experimental group module; a control group module installed at a predetermined distance from the wind power generator and measuring states of marine life in the control group module; and a control module comparing/analyzing measurements values measured in the experimental group and control group modules and calculating the degree of influence that the marine life around the wind power generator receives from the wind power generator. The system may effectively monitor the states of the marine life in natural environment and apply the monitored states to environment analysis.,2017,G06Q  50/02; H04N   5/77; A01K  61/60
514000857,US201816031329,Device and method for lifting an object from a deck of a vessel subject to movements,Described is a device for lifting an object from a deck of a vessel subject to movements in a heave direction. The device comprises a support surface for the object provided at a first height in the heave direction relative to the deck. A lifting crane is configured to take up the object from the support surface at a lifting point thereof at a lifting speed. An actuator system is configured to lower the support surface relative to the deck at the instant in time at which the object is lifted from the surface to a second height in the heave direction at a lowering speed. A method using the device is also described.,2018,F03D  13/10; B63B  27/10; B66C   1/00; B66C   1/108; B63B  17/00; B63B  25/28; B63B2017/0072; B65G  67/62; F03D  13/40; B66F   7/20; F05B2240/95; B63B  27/14; B63B  27/30; B63B  39/02; F05B2230/6102; B66C  13/02
514100734,GR20180100093,WIND GENERATOR FOR FLOATING MEANS,"A vertical-axle wind generator operating even in places variably inclining towards whatever direction and with whatever change frequency. The outline of the wind generator resembles an inversed truncated cone wherein the air is entering from the lateral surface, moves in the ascending direction, comes out from the upper base of the cone, strikes on the propeller and urge this last to rotate. The propeller is positioned at the level of the upper base of the cone and its vanes are set in a direction parallel to the wind generatorís position level so that the ascending wind can strike on the vanes in the same direction, independently from the inclination of the wind generatorís position level. The invention can be applied to floating means (ships of any type, floating platforms etc).",2018,F03D   3/00
514102696,ES20170031393,CONSTRUCCION MARINA CON ESTRUCTURA DE EMBARCADERO DE HORMIGON,"ConstrucciÛn marina con estructura de embarcadero de hormigÛn. La invenciÛn se refiere a una estructura de embarcadero apta para su uso en una construcciÛn marina, donde dicha construcciÛn marina (1) comprende, esencialmente, un fuste (2) de hormigÛn destinado a instalarse fondeado a un nivel de profundidad respecto al nivel del agua (3), y donde dicha estructura de embarcadero comprende dos nervios (4, 4'), sustancialmente verticales y paralelos, integrados en el fuste (2) de la construcciÛn marina (1) y sobresaliendo exteriormente de Èsta, donde dichos nervios (4, 4') est·n fabricados parcial o totalmente de hormigÛn. Asimismo, el espacio comprendido entre dichos nervios (4, 4') aloja una escalera de acceso (5) adaptada para su uso por parte de personal que acceda a la construcciÛn marina (1) desde un barco (6) de operaciones. La invenciÛn se refiere, adicionalmente, a una construcciÛn marina y a una dovela que comprenden la citada estructura de embarcadero.",2017,E02B  17/003; E02B2017/0091; F05B2240/95; A47K   3/40; E02B  17/0034; E02D  27/425; E02B   3/26; E02B2017/0065; E02B2017/0073; B41M   5/035; B44C   5/04; B63B  27/146; E02B  17/00; F05B2240/97; E02B2017/0039; F03D  13/25; F05B2240/9151; B63B  27/30
514106073,KR20180032544,MARINE ACTIVITY RISK FORECASTING SYSTEM,"The present invention relates to a marine activity risk forecasting system which constructs a model for predicting weather of a specific marine area, uses factors affecting marine activities to calculate risk for each marine activity and scheduling maritime activities related to operation of offshore wind farms through a weather forecast and an activity risk forecast, thereby effectively operating and managing the offshore wind farms. In addition, the marine activity risk forecasting system comprises an atmosphere modeling pretreatment unit, an atmosphere modeling unit, an atmosphere modeling posttreatment unit, a marine modeling pretreatment unit, a marine modeling unit, a marine modeling posttreatment unit, a risk calculation unit for each marine activity, and an output unit.",2018,G01W   1/10; G06Q  50/10; G06Q  50/26
514110372,KR20170152929,Ship for installing sea wind power generator,"Disclosed is a ship for installing a marine wind power generator. According to one embodiment of the present invention, the ship includes: a hull; a support which is provided on a deck of the hull and in which one end portion is hinge-coupled to the hull so as to be rotatable in a vertical direction with respect to the hull; and a bogie unit capable of moving in a state of mounting a blade-nacelle assembly in which a hub, a blade and a nacelle are assembled and fixed to the support; and a rotation driving unit rotating the support in the vertical direction.",2017,B63B  35/00; F03D  13/10; B63B  25/00; F03D   9/32
514161211,LT14814407T,WAVE/TIDAL&WIND ENERGY CONVERTERS,NULL,2014,F05B2210/16; F03B  13/1815; F05B2240/95; F03B  13/18; F05B2240/301; Y02E  10/70; Y02E  10/38; Y02E  10/721; F03D   5/06; Y02E  10/28
514279051,CN201821425491U,Multifunctional ship measuring bin,"The utility model provides a multifunctional ship measuring bin. The multifunctional ship measuring bin comprises a ship body, a support, an engine, blades, an observation window, a rotatable hangingbracket structure, a buffer measuring bin structure, a sailing assisting sail structure, a bearing bracket, a rotating motor, a reinforcing rod, a guardrail, a supporting rod, portholes and a flow guide column. Due to the arrangement of the winch, the steel wire rope, the supporting rod, the bearing wheel and the lifting hook, lifting equipment can be provided for a ship, and the problem that no matched cargo lifting equipment exists is solved; due to the arrangement of the spring, when the weight in the metering bin is suddenly increased, the weight sensor is prevented from being damaged dueto collision, and the problem that the weight sensor is damaged due to sudden increase of the weight is solved; due to the arrangement of the power-assisted sail, sailing assistance can be provided for the ship body through the power-assisted sail during downwind sailing of the ship, and the problem that auxiliary power cannot be provided for the ship through wind power during sailing is solved.",2018,B63B  11/00; G01G  19/52; B63B  25/00; B63H   9/04
514302127,CN201821142921U,Offshore wind power single-pile foundation,"The utility model provides an offshore wind power single pile foundation which comprises a steel pipe pile, a submarine cable inlet hole is formed in the lower end of the steel pipe pile, and an innerplatform is arranged at the upper end of the steel pipe pile. And the protection pipe structure is arranged in the steel pipe pile, and a submarine cable enters from the submarine cable inlet hole, penetrates through the protection pipe structure and then is connected with a fan transformer arranged on the inner platform. The submarine cable enters the steel pipe pile through the submarine cableinlet hole; the submarine cable needs to penetrate through the protection pipe structure, the protection pipe structure can protect the submarine cable from being corroded by seawater and air in the steel pipe pile, the service life is longer, the protection pipe structure can play a role in supporting the submarine cable, and the protection pipe structure is arranged in the steel pipe pile, so that the influence of ocean current on the protection pipe structure is avoided.",2018,E02D  27/44
514302268,CN201821138127U,Offshore wind power rock-socketed single pile and construction system thereof,"The utility model provides an offshore wind power rock-socketed single pile and a construction system thereof. The offshore wind power rock-socketed single pile comprises a pile hole, a first pile hole extending from the surface of an earthing layer to the surface of a rock stratum and a second pile hole extending from the surface of the rock stratum to the interior of the rock stratum. The pile body is arranged in the pile hole, the diameter of the pile hole is larger than the outer diameter of the pile body, and an annular space is formed between the pile body and the pile hole; part of thesteel casing is arranged in the first pile hole and used for supporting the first pile hole; concrete slurry is poured into the annular space, and after the concrete slurry is poured, the steel casinglocated in the first pile hole is fixedly connected with the pile body. According to the rock-socketed single-pile foundation, the concrete slurry is poured into the annular space between the pile hole and the pile column body, so that the steel casing located in the first pile hole serves as one part of the rock-socketed single-pile foundation, the pile diameter of the upper soil covering layersingle-pile foundation is increased, the overall transverse bearing capacity of the single-pile foundation can be more effectively increased, and the single-pile foundation is more stable.",2018,E02D  27/52; E02D   5/66; E02D   7/18; E02D   5/38; E02D  27/42
514322276,CN201821750763U,Marine hydrology and meteorology comprehensive monitoring buoy,"The utility model discloses a marine hydrology and meteorology comprehensive monitoring buoy. Buoy body, an anchoring frame is movably connected to the outer surface of the lower end of the buoy body,a connecting rod is fixedly installed on the outer surface of the lower end of the anchoring frame, a water quality sensor cabin is arranged at the position, close to the anchoring frame, in the buoybody, a support is fixedly installed on the outer surface of the upper end of the buoy body, and a wind indicator is fixedly installed at the upper end of the support. According to the utility model,a series of structures are arranged, so that the device has better stability in the use process; the service life of the solar cell panel can be prolonged; compared with the prior art, the buoy has the advantages that the maintenance frequency of a worker on the solar cell panel can be reduced, the connecting rod and other connecting column bodies can be kept in a firm connecting state all the time, the buoy can adapt to the underwater environment, meanwhile, the installation of the worker can be facilitated, and the buoy can be more stable when the buoy is subjected to strong wind power on the sea.",2018,H02S  20/00; B63B  22/04; B63B  22/00; B63B  22/18
514346011,US201715834295,Methods and systems for controlling motion of floating ground station,"System and methods for controlling the oscillation of floating ground stations in aerial wind turbine systems are disclosed. Thrusters on the ground station or on one or more aerial vehicles associated with the ground station apply a compensatory force to the oscillating ground station to reduce and/or substantially eliminate wave-induced oscillations. Submerged thrusters may also rotate the ground station to a preferred alignment direction with the waves. Additionally, control systems use environmental and/or positional sensor data to develop a predictive force profile that maps desired compensatory force magnitude versus time. The control systems use that predictive force profile to direct the thrusters to apply a varying compensatory force over time.",2017,F05B2270/404; F03D   7/02; F03D  13/25; F05B2260/96; B63B  22/18; B63B  35/44; B63B2035/446; B64C  39/02; F05B2240/95; B63J  99/00; F03D   5/00; F05B2240/93; B64C2201/12; F05B2240/923; B64C  39/022; B64C2201/148; B64F   3/00; B63B  79/00; F03D   7/0296; F03D   9/32; F05B2240/921
514435986,DK20120705377T,Ringformet flydelegeme,NULL,2012,F03D  13/25; B63B  39/03; B63B2035/446; F05B2240/93; B63B  39/00; B63B2241/12; Y02E  10/727; B63B2241/08; B63B   1/04; B63B  35/44; B63B2039/067; B63B2241/06
514614192,CN201821733713U,Single-pile foundation and offshore wind generating set with single-pile foundation,"The utility model provides a single-pile foundation and an offshore wind generating set with the single-pile foundation. The single-pile foundation comprises a cylinder body and buckling restrained braces, wherein the two ends of each buckling restrained brace are fixed to the side wall of the cylinder body. The first end of the buckling restrained brace is fixed to the non-embedded part, locatedabove the seabed surface, of the single-pile foundation. The second end of the buckling restrained brace is fixed to the embedded part or the non-embedded part, located below the seabed surface, of the single-pile foundation, according to the buckling restrained brace, the horizontal bearing capacity, the vertical bearing capacity and the flexural capacity of the single-pile foundation can be enhanced, and the diameter and the wall thickness of the single-pile foundation can be reduced under the same load condition.",2018,E02D  27/12; F03D  13/25; E02D  27/42
514614352,CN201821735401U,Single-pile foundation and offshore wind generating set with single-pile foundation,"The utility model provides a single-pile foundation and an offshore wind generating set with the single-pile foundation. The single-pile foundation comprises a cylinder and rib plates arranged on theinner side wall of the cylinder, the rib plates comprise one or more longitudinal rib plates, each longitudinal rib plate extends in the length direction of the single-pile foundation, and the longitudinal rib plates are arranged at intervals in the circumferential direction of the inner side wall of the cylinder; and one or more transverse rib plates, the transverse rib plates are arranged in thenon-embedded parts, located above the seabed surface, of the single-pile foundations. According to the single-pile foundation, the horizontal bearing capacity, the vertical bearing capacity and the flexural capacity of the single-pile foundation can be enhanced, and the diameter and the wall thickness of the single-pile foundation can be reduced under the same load condition.",2018,F03D  13/25; E02D  27/12; E02D  27/42
514625680,NL20172019701,Off shore wind energy installation foundation system.,"A marine structure comprising a foundation system with three or more suction buckets (l) to be installed in the seafloor to operate as a foundation to support an offshore structure (3) resting onto the seafloor, the suction buckets support a connector body (2) and the connector body is designeclto support a payload.(3). The connector body is completely below the water level (100). The invention also relates to a method of installing a suction bucket, wherein the suction bucket bottom penetrates the seafloor and fluid is removed from the suction space such that penetration proceeds by suction.",2017,E02B2017/0091; E02D  27/425; E02B2017/0039; E02D  27/525; E02B2017/0078; F03D  13/25; B63B  21/27; F03D  13/22; E02D  27/52; E02B  17/027
514667689,CN201821150838U,Offshore wind turbine single pile foundation with suction caisson and tensioning mooring system,"The utility model discloses an offshore wind turbine single-pile foundation with a suction caisson and a tensioning mooring system, which comprises a single-pile foundation, and the suction caisson and the tensioning mooring system are arranged on the single-pile foundation; a main body of the suction caisson is of an annular structure, an axial through shaft hole is formed in the middle of the annular structure, the single pile foundation is sleeved with the suction caisson through the shaft hole, the inner wall of the shaft hole is connected with the outer surface of the single pile foundation through a grouting connecting section, and a plurality of reinforcing rib plates are arranged between the inner wall and the outer wall of the suction caisson. The tensioning type mooring system comprises a mooring point located on the single-pile foundation and at least two anchoring foundations arranged on the seabed around the single-pile foundation, and the anchoring foundations are connected with the mooring point through anchor lines. The annular suction caisson foundation is arranged at the joint of the single-pile foundation and the seabed so as to increase the rigidity of the single-pile foundation at the seabed, and the horizontal displacement and the dynamic response of the single-pile foundation are controlled through the tensioning mooring system.",2018,E02D  23/00; E02D  27/52; E02D  27/42
514758353,ZA20180000231,FLOATING WIND TURBINE PLATFORM STRUCTURE WITH OPTIMIZED TRANSFER OF WAVE AND WIND LOADS,NULL,2018,Y02E  10/727; B63B  39/06; B63B  43/06; B63B2209/20; F03D  13/25; F05B2240/93; B63B  35/44; B63B2001/128; B63B2039/067; B63B   1/107; F05B2240/95; B63B  39/03; B63B2035/446
514887159,KR20170159604,Motion reduction device for floating offshore wind power generator,"The present invention provides a motion reduction device of a floating maritime wind power generator, comprising: an air tank installed in a floating structure in which a wind power generation facility is installed and storing air therein; multiple air discharge pipes having one end, in a longitudinal direction, connected to the air tank, and the other end, in the longitudinal direction, arranged to extend toward the sea where the floating structure floats; an air compressor installed to be connected to the air tank and compressing external air to supply air into the air tank; an air control valve installed on the air discharge pipe and opening and closing the air discharge pipe; a slope meter installed in the floating structure and metering the slope of the floating structure floating on the sea; and a position control unit installed to be connected to the air compressor, the air control valve and the slope meter, controlling the air compressor and air control valve according to the slope of the floating structure metered by the slope meter, and changing the position of the floating structure as controlling a discharge direction of the air through the air discharge pipe to maintain the position of the wind power generation facility enough to generate power. The present invention reduces the motion of the floating structure on the sea to realize stable power generation.",2017,B63B  39/08; F03D  13/25; B63B  39/14; F03D   9/32; B63B  35/44
514910638,KR20170161567,FLOATING TYPE SEA COMBINED POWER GENERATION DEVICE,"The present invention includes: a support body placed on the sea; a floating body combined with the support body to provide buoyancy to the support body; a first rotary unit installed in the upper part of the support body based on the floating body, and rotated by wind; a second rotary unit installed in the lower part of the support body based on the floating body, and rotated by tidal currents; a moving unit installed on the floating body to be moved up and down by waves; and a power generating unit installed on the floating body to be able to be interconnected with the first rotary unit, the second rotary unit, and the moving unit, and producing electric energy by using rotational force from the first and second rotary units and moving force from the moving unit. Therefore, the present invention is capable of more efficiently producing electric energy regardless of water level change.",2017,F03D   9/00; F03B  13/18; F03B  13/26; F03D   3/00
515086471,CN201821464312U,Lifting control system of offshore power generation fan,"The utility model provides a more reliable control system and a more reliable control method for controlling an automatic lifting structure of an offshore power generation fan to ascend and descend. when the signals of the fan and the centralized control center are interrupted; the fan diving control can still be realized; therefore, the safety of the offshore wind turbine is further ensured; according to the lifting control system of the offshore power generation fan, even if the offshore power generation fan encounters severe weather or a signal transmission line fault, a connection signal between a centralized control center and the fan is interrupted, the fan cannot receive an instruction of the centralized control center, diving can be carried out in time to avoid attack of typhoons,and potential safety hazards are avoided.",2018,F03D  13/25
515152157,CN201821527814U,Jacket hoisting and transporting integrated ship,"The utility model relates to a jacket hoisting and transporting integrated ship which comprises a ship body (1), two rails (3) are arranged on a deck of the ship body (1) in parallel, and the two rails (3) extend to the stern of the ship body (1); a pin of the jacket (4) is arranged on a sliding block, and the sliding block is arranged on the rail (3) in a sliding manner; a crane (2) is arranged on the ship body (1), a crane auxiliary arm support (5) is located on the outer side of the rail (3), and a sling of the crane (2) passes through the crane auxiliary arm support (5) and then hooks a lifting ring at the top of the jacket (4). The jacket hoisting and transporting integrated ship is convenient to construct and low in construction cost.",2018,B63B  27/10; F03D  13/10; B63B  35/00
515161139,CN201821832508U,Offshore wind power construction window terminal equipment,"The utility model provides offshore wind power construction window terminal equipment which comprises a waterproof shell in a cuboid shape. Wherein a containing cavity is formed in the side wall of the waterproof shell, at least one water inlet is formed in the containing cavity, a water pressure tympanic membrane covers the water inlet, and an air bag or a foaming capsule which expands when meeting water is arranged in the containing cavity. The utility model has a simple structure, the waterproof device is simple in structure and novel in design, the containing cavity and the water pressuredrum membrane are arranged on the side wall of the waterproof shell, the air bag or the foaming capsule expanding when meeting water is arranged in the containing cavity, when the waterproof device falls into the sea by more than 10 m, seawater enters the containing cavity through the water pressure drum membrane, the air bag is inflated when meeting water or the foaming capsule is foamed when meeting water, and therefore the waterproof device floats on the sea.",2018,B63B  35/00; H04M   1/18; H04B   1/3888
515421567,TW20176141240,A vertical production method of ocean floating platform,"This invention is about a vertical production method of ocean floating platform. A. Construction an ocean floating platform composing of a least three main floating bodies. Turing 90 degrees and placing two main floating bodies on the supporting block of a dry dock firstly. Then the third body will be right on above the two floating bodies. Between each main floating bodies are connected with two layers of pipe members and diagonal pipes are provided between two layers of connecting pipes for strengthening. A damping plate is provided at the bottom of each main floating body and connected to the main floating body with at least one supporting pipe. If the damping plate is too large and cannot fit in this vertical production stage. Only half part of the plate need to be fitted in this stage. B. When all construction works are done, open the dry dock gate and the whole platform is in floating mode. Then towed the whole platform out of the dry dock as usual and the platform can then be turned into horizontal position in the port or any calm water area nearby. Rest part of damping plate then can be fitted with under water welding or with bolt connections.",2017,F03D  80/00; B63B  35/44
515443173,DE201810113468,Schwimmende Plattform f¸r die Befestigung einer schwimmenden Windenergieanlage an einem Gew‰ssergrund,"Schwimmende Plattform (100) f¸r die Befestigung einer schwimmenden Windenergieanlage (300) an einem Gew‰ssergrund mittels einer am Gew‰ssergrund verankerten Mooring-Boje (200), wobei die schwimmende Windenergieanlage (300) eine sich in Richtung des Gew‰ssergrunds ˆffnende Ausnehmung zur Aufnahme der Mooring-Boje (200) aufweist, gekennzeichnet durch ein Positionierungsmittel (110) zum Positionieren der schwimmenden Windenergieanlage (300) in einer vorbestimmten Position relativ zur schwimmenden Plattform (100), und einen Aktor (120) zum Absenken der Mooring-Boje (200) nach unterhalb der Plattform (100) und Einsetzen der Mooring-Boje (200) in die Ausnehmung der schwimmenden Windenergieanlage (300) durch Anheben der Mooring-Boje (200).",2018,B63B  21/50; F03D  13/10; Y02P  70/523; B63B   1/125; B63B2022/028; B63B2035/446; F05B2240/95; B63B  21/507; Y02E  10/727; B63B  22/02; F03D  13/25; B63B  35/44; B63B2001/128; B63B2021/505; F05B2240/93; Y02E  10/721
515626104,CN201821198607U,Sacrificial anode mounting structure and fan single-pile foundation,"The utility model relates to the technical field of offshore wind turbine single-pile foundations, in particular to a sacrificial anode installation structure and a wind turbine single-pile foundation. The sacrificial anode installation structure is installed on an inner platform plate, an installation hole is formed in the inner platform plate, the installation structure comprises a hoisting frame, a sacrificial anode, a sacrificial anode, a sacrificial anode, a sacrificial anode, a sacrificial anode, a sacrificial anode, a sacrificial anode, a sacrificial anode and a sacrificial anode, the hoisting plate penetrates through the mounting hole and is arranged on the hoisting frame; and the suspension assembly is fixedly connected with the hoisting plate and is used for suspending the sacrificial anode. The utility model has the advantages of low construction difficulty, low construction cost and simple structure.",2018,E02D  27/42; F03D  13/20
515627270,CN201821284849U,Inserting assembly and fan single-pile foundation,"The utility model relates to the technical field of offshore wind turbine single-pile foundations, in particular to an inserting assembly and a wind turbine single-pile foundation. The plug assembly includes: a first member; a second member; the at least two first plug connectors are arranged on the first component; and the second plug connector is arranged on the second component, the second plugconnector is connected with the first plug connector in an inserted mode so as to connect the first component and the second component, and the second plug connector and the first plug connector haveat least two insertion depths. The inserting assembly and the draught fan single pile foundation provided with the inserting assembly have the advantages of being small in construction difficulty andlow in construction cost.",2018,E02D  27/42
515633642,CN201821539271U,"Ocean wind energy, tidal current energy and magnetofluid integrated power generation device","The utility model provides an ocean wind energy, tidal current energy and magnetofluid integrated power generation device. The device comprises a floating type floating platform, anchor chains are arranged at four corners of the floating platform and fixed on the seabed; an extension rod is arranged in the middle of the floating platform and extends below the sea level; a power generation device based on wind energy, potential energy and magnetic fluid is arranged above the floating platform and is connected with a storage battery; a vertical shaft type tidal current energy power generation device is arranged on the extension rod and rotates around the rod; the blades of the vertical shaft type tidal current energy power generation device extend outwards in a rod form; a horizontal shaft tidal current energy power generation device is arranged at the end of the rod, a heaving device is arranged at the lowermost end of the extension rod, and electric energy converted by the vertical shaft tidal current energy power generation device, the horizontal shaft tidal current energy power generation device and the heaving device is conveyed into a storage battery on the floating platform along a line in the middle of the extension rod to be stored for standby application. According to the offshore wind power generation platform, energy existing on the sea is collected in a multidirectional and multi-way mode, a plurality of energy collecting devices are assembled into the offshore power generation platform, and effective utilization of ocean wind energy resources is improved.",2018,F03B  13/26; F03D   9/11; H02K  44/08
515651472,CN201821848589U,Two-section type offshore wind turbine tower drum structure,"The utility model discloses a two-section type offshore wind turbine tower structure, and relates to the technical field of wind power generation equipment in ocean engineering. The tower drum comprises a steel tower drum body, the steel tower drum body comprises an upper-section tower drum and a lower-section tower drum, and the upper-section tower drum and the lower-section tower drum are connected into a whole end to end through a first connecting flange. The upper section and the middle section of a traditional three-section type wind turbine tower are combined into a whole, the two-section type offshore wind turbine tower structure is designed, the wind turbine installation operation time can be effectively shortened, the construction procedures and the construction workload are reduced, the installation efficiency is effectively improved, the construction cost is saved, and transportation, installation and maintenance are convenient.",2018,F03D  13/25
515799080,ES20150758548T,"Base de turbina eÛlica flotante con patas de tensiÛn de tipo abocinado, turbina eÛlica marina y mÈtodo de construcciÛn",NULL,2015,B63B  21/502; Y02P  70/523; B63B2001/128; B63B2035/446; F03D  13/00; F05B2240/95; E02B  17/00; B63B2039/067; Y02E  10/727; B63B   1/107; B63B  35/44; F05B2240/93; B63B  21/50; F03D  13/25
515854607,CN201821588737U,Bottom-supported wind power installation ship,"The utility model relates to a bottom-supported wind power installation ship. The wind power installation ship comprises a wind power installation ship body, a wind power ship sitting bottom connectedwith the lower end of the wind power installation ship body and a crane arranged on the wind power installation ship body. marking a symmetric line of the upper surface of the bottom of the wind power ship along the longitudinal direction of the ship body as a first symmetric line; marking a symmetric line of the upper surface of the bottom of the wind power ship along the transverse direction ofthe ship body as a second symmetric line; marking an intersection point of the first symmetric line and the second symmetric line as a symmetric center; a plurality of horizontal water ballast tankswhich are symmetric about the first symmetric line are arranged on the upper surface of the bottom of the wind power ship, and a plurality of vertical water ballast tanks which are symmetric about thesymmetric center and are arranged in the vertical direction are arranged on the upper surfaces of the horizontal water ballast tanks. The bottom-supported wind power installation ship provided by theutility model can achieve the purpose of a bottom-supported test of the bottom-supported wind power installation ship, and shortens the test period at the same time.",2018,G01N   3/12; B63B  35/00; G01N   3/02
515854693,CN201821588739U,Inclination test device for bottom-supported wind power installation ship,"The utility model relates to an inclination test device for a bottom-supported wind power installation ship. Wind power ship bottom, a left side ballast water tank and a right side ballast water tankwhich are located on the two sides of the ship body correspondingly are arranged on the upper surface of the wind power ship sitting bottom. the left side water ballast tank is connected with the right side water ballast tank through a water pumping pipeline; a first submersible pump which is connected with the water pumping pipeline and is used for pumping water in the left ballast water tank tothe right ballast water tank is arranged in the left ballast water tank; a second submersible pump connected with the water pumping pipeline and used for pumping water in the right ballast water tankto the left ballast water tank is arranged in the right ballast water tank, a flow meter used for monitoring the flow of liquid flowing through the water pumping pipeline is arranged in the water pumping pipeline, and a pendulum bob structure is arranged at the bottom of the wind power ship. According to the inclination test device for the bottom-supported wind power installation ship, ballast water is transferred in the ballast tank, so that the effect of weight movement is achieved, and the test period is shortened.",2018,B63B   9/08
515884875,PL20140792478T,"SUPPORT STRUCTURE FLOATING IN THE OPEN SEA AND CONNECTED TO ANCHORS BY BRACING MEANS, FOR WIND TURBINES, SERVICE STATIONS, OR CONVERTER STATIONS",NULL,2014,Y02E  10/727; B63B  21/50; F03D  13/20; F03D  13/25; B63B  21/502; F03D  13/22; B63B   1/107; E02B  17/00; B63B   1/10; B63B2035/446; E02B2017/0091; F05B2240/95; B63B  35/44; F05B2240/93
516001166,CN201821552735U,Strong-wind-resistant offshore wind turbine generator,"The utility model discloses a strong-wind-resistant offshore wind turbine generator. The device comprises a central stand column and edge short stand columns, an underwater support is arranged on thesurface of the central stand column. a first fixing ring is arranged at one end of the underwater bracket; a second fixing ring is arranged on the surface of the edge short stand column, a floating base is arranged at the top of the edge short stand column, a tower rod is arranged at the top of the floating base, a generator is arranged at the top of the tower rod, a wind wheel is arranged on oneside of the generator, and first steel wire ropes are arranged between the top and the bottom of the edge short stand column and the central stand column. By arranging the central stand column, the edge short stand column, the underwater support, the first fixing ring, the second fixing ring, the floating bases and the first steel wire rope, cost saving is facilitated, the contact area between themultiple floating bases and the sea surface is increased, and the strong wind resistance of the unit is improved.",2018,F03D  13/25; F03D   9/25
516005832,CN201821689677U,Composite foundation structure suitable for offshore wind plant fan,"The utility model discloses a composite foundation structure suitable for an offshore wind plant fan. The composite foundation structure comprises a steel pipe pile, core filling concrete and a plurality of pre-stressed anchor cables. The bottom ends of the steel pipe piles are arranged in a supporting layer of an offshore foundation in a penetrating mode. The core filling concrete is poured in the steel pipe pile and is arranged on the supporting layer; the top ends of the pre-stressed anchor cables are anchored to the inner walls of the steel pipe piles, and the bottom ends of the pre-stressed anchor cables penetrate through the core filling concrete and are fixedly embedded into a slightly-weathered rock stratum of an offshore foundation. According to the utility model, the steel pipe piles, the core filling concrete and the pre-stressed anchor cables are effectively combined to form a composite foundation structure; all the parts work cooperatively and bear vertical force, horizontal force and bending moment generated by the horizontal force of the upper structure and the lower structure together, on one hand, the bearing capacity and stability requirements of the foundation structure are guaranteed, and on the other hand, the buried depth of the steel pipe pile is reduced, and the construction difficulty and construction cost are reduced.",2018,E02D  27/44; E02D  27/52; E02D   5/38; E02D   5/74
516006146,CN201821700466U,Movable ice breaking device,"The utility model discloses a movable ice breaking device. The ice-resistant device comprises an ice-resistant cone, a control device and a fixed ridge, the fixed ridge is a steel ring and is arrangedat a low tide level on the outer circumferential surface of the single pile foundation in a surrounding manner; the control device comprises a steel cable, a winch and a control platform; the ice-resistant cone comprises a shell plate, a vertical rib plate, a horizontal rib plate, a sleeve and a lifting lug. According to the movable ice breaking device, the ice-resistant cone can be arranged between a high tide level and a low tide level where a single pile foundation of an offshore wind turbine is impacted by sea ice most frequently in the freezing period, and the movable ice breaking devicehas the capacity of resisting sea ice flow induced vibration. Meanwhile, the lifting lugs are arranged at the upper end of the anti-icing cone and matched with the steel cable and the winch, the anti-icing cone is lifted in the non-freezing period, and the situation that wave and flow loads are increased due to the existence of the anti-icing cone can be avoided. In addition, the whole device canbe remotely controlled ashore, and convenience is achieved.",2018,E02D  27/12; E02D  27/52; E02D  31/00; E02D  27/42
516006252,CN201821694056U,Swing damping device applied to connection of high-rise tower base and foundation ring type foundation,"The utility model discloses a swing damping device applied to connection of a base and a foundation ring type foundation of a high-rise tower, the swing damping device is composed of a plurality of variable stiffness units anchored between the base (5) and the foundation (7) of the high-rise tower, and the foundation (7) is the foundation ring type foundation; the foundation ring type foundation comprises a foundation ring (16) and a foundation body (7). The foundation ring (16) comprises a foundation ring bottom plate (17), a foundation ring top plate (11) and a foundation ring wall (12) connected with the foundation ring bottom plate (17) and the foundation ring top plate (11). The swing damping device is simple, efficient, novel in structure, easy to install, convenient to maintain, safe, reliable and capable of effectively improving the shock resistance of high-rise towers such as a wind power generation tower.",2018,E02D  27/42; E02D  27/34
516006276,CN201821694063U,Swing damping device applied to connection of high-rise tower base and anchor bolt type foundation,"The utility model discloses a swing damping device applied to connection of a base and an anchor bolt type foundation of a high-rise tower, the swing damping device is composed of a plurality of variable stiffness units anchored between the base (5) and the foundation (7) of the high-rise tower, and the foundation (7) is the anchor bolt type foundation; the anchor bolt type foundation comprises ananchor bolt structure (16) and a foundation body (7). The anchor bolt structure (16) comprises an upper end anchor plate (11), a lower end anchor plate (17) and an anchor bolt (12) connected with theupper end anchor plate (11) and the lower end anchor plate (17). The swing damping device is simple, efficient, novel in structure, easy to install, convenient to maintain, safe, reliable and capableof effectively improving the shock resistance of high-rise towers such as a wind power generation tower.",2018,E02D  27/34; E02D  27/42
516024718,ES20160708738T,Sistema de almacenamiento de energÌa hidroneum·tico,"Un sistema (10) de almacenamiento de energÌa hidroneum·tico para agua de mar profunda (DSW), que comprende: una estructura (11) de soporte flotante; y una estructura 5 (12) montada en el fondo del mar, en el que dicha estructura (12) montada en el fondo del mar incluye una c·mara (122) acumuladora en el fondo del mar configurada para retener el aire comprimido y el DSW para almacenar el DSW bajo presiÛn del aire comprimido; dicho sistema (10) de almacenamiento de energÌa hidroneum·tico caracterizado porque la estructura (11) de soporte flotante incluye: una plataforma (14) de soporte flotante y una c·mara (111) de aire flotante montada sobre la plataforma (14) de soporte flotante, en el que la c·mara (111) de aire flotante est· configurada para contener el aire comprimido y tiene un volumen suficiente para que el aire comprimido de dicha c·mara (111) de aire flotante proporcione estabilidad a la plataforma (14) de soporte flotante, proporcionando la fuerza de flotaciÛn necesaria para la plataforma (14) de soporte flotante; y dicho sistema (10) de almacenamiento de energÌa hidroneum·tico caracterizado adem·s por una conexiÛn umbilical (15) de aire que incluye un conducto de aire que interconecta neum·ticamente dicha c·mara (111) de aire flotante con dicha c·mara (122) acumuladora en el fondo del mar para unir sus vol˙menes de aire comprimido para aumentar el volumen de aire comprimido de dicha c·mara (122) acumuladora en el fondo del mar, absorbiendo de este modo los transitorios de presiÛn resultantes del suministro intermitente de DSW en la c·mara (122) acumuladora en el fondo del mar y los transitorios de presiÛn inducidos por la descarga de DSW, y mantener una presiÛn estable dentro de la c·mara (122) acumuladora en el fondo del mar a medida que el sistema se carga con DSW o se descarga.",2016,F03D   9/17; Y02E  10/38; Y02E  60/15; F03B  13/10; F03B  13/06; F05B2240/40; F05B2240/95; F03B  13/264; F03D   9/255; F03D   9/008; F03D  13/25; F15B   1/033; F05B2240/93; F03D   9/28; Y02E  10/725; Y02E  60/17; Y02E  10/22; Y02E  10/727
516185699,CN201821961611U,Floating offshore wind power generation device,"The utility model discloses a floating type offshore wind power generation device which comprises a buoyancy device, the buoyancy device is of a cavity structure, a water passing opening is formed inthe bottom of the buoyancy device, a fan tower column is installed at the top of the buoyancy device, and the buoyancy device is communicated with an inflation device through a ventilation pipeline. When the height of the offshore wind turbine generator needs to be reduced, the buoyancy device is communicated with the outside through the ventilation pipeline, and at the moment, due to reduction ofbuoyancy, the whole wind turbine generator is reduced to the seabed; when the height of the offshore wind turbine generator needs to be increased, the inflation device is used for inflating the interior of the cavity of the buoyancy device through the ventilation pipeline, and at the moment, due to buoyancy increase, the whole wind turbine generator rises. The height of the offshore wind turbinegenerator set can be increased or decreased through the inflation device, a small installation platform can be adopted for installation operation, large offshore wind turbine hoisting equipment is notneeded, the installation difficulty of offshore wind turbines is reduced, and the working difficulty of later maintenance is greatly reduced.",2018,F03D  13/25; B63B  35/00; F03D   9/25
516355074,CN201821573145U,Anti-corrosion offshore wind turbine generator,"The utility model discloses an anti-corrosion offshore wind turbine generator. Including a carrying platform, an underwater bottom pile is fixedly arranged at the bottom of the bearing platform, and an underwater side pile is fixedly arranged on the side face. pickling passivation layers are arranged on the outer sides of the bearing platform, the underwater bottom piles and the underwater side piles; a first corrosion-resistant coating layer is arranged on the outer side of the acid pickling passivation layer; a base and a containing chamber are fixedly arranged at the top of the bearing platform, the containing chamber is arranged on the outer side of the base, a vertical beam is fixedly arranged at the top of the base, a power generator is arranged in the vertical beam, a transmission shaft is arranged on the power generator, fan blades are arranged on the outer side of the transmission shaft in a sleeving mode, and second corrosion-resistant coating layers are arranged on the outersides of the vertical beam, the transmission shaft and the fan blades. According to the utility model, effective anti-corrosion protection is carried out on parts, and seawater and air are preventedfrom corroding the parts, so that the service life of the anti-corrosion device is effectively prolonged, the design is reasonable, and the anti-corrosion device has higher practicability.",2018,F03D  13/25; F03D   1/06; F03D  80/70; F03D   9/11; F03D  15/00
516355212,CN201821577546U,Cabinet radiator for offshore wind power converter,"The utility model belongs to the technical field of heat dissipation equipment. The utility model relates to a cabinet radiator for an offshore wind power converter. The device comprises a base, a vertical mounting plate is arranged at one end of the surface of the base, a partition plate is further arranged in a cavity of the base, a supporting plate is further obliquely arranged on the base, a cooler is further arranged on the supporting plate, a sealing plate is arranged on the side of the base, an inlet pipe and an outlet pipe are arranged on the sealing plate, and the inlet pipe and the outlet pipe are both communicated with the cooler; a fan assembly is installed on the outer surface of the vertical installation plate, an air inlet is formed in the upper end of the fan assembly, an air outlet of the fan assembly faces one side of the cooler, and a pagoda connector is arranged on the side, corresponding to the sealing plate, of the base. The radiator can effectively dissipate heatof the offshore wind power converter.",2018,H02M   7/00; H05K   7/20; H02M   1/00
516355552,CN201821592454U,Direct-current screen cabinet for ocean wind power generation,"The utility model provides a DC screen cabinet for ocean wind power generation. The cabinet comprises a cabinet body and a cabinet door, the cabinet body comprises a base, left and right sides of theupper end of the base are fixedly connected with side plates; a backboard is fixedly connected to the rear side of the upper end of the base; top plates are fixedly connected to the upper ends of theside plates and the back plate; a cabinet door is hinged to the front end of the side plate; the base, the side plates, the back plate and the cabinet door are fixed to form a cabinet body; ventilation openings are formed in the two groups of side plates; a fan frame is fixedly connected in the ventilation opening; motor is arranged in the middle of the fan frame, fan in transmission connection with motor, and a layer of filter cotton is fixedly connected to the interior of the ventilation opening. the rainproof device is arranged at the heat dissipation position, rainwater can be prevented from entering the cabinet body through the heat dissipation opening, the filter cotton is further arranged in the ventilation opening, dust can be prevented from entering the cabinet body, the placementplate is supported in the cabinet body through the placement frame, the placement plate is convenient to disassemble, and the internal structure is more convenient and faster to maintain or internalimpurities are more convenient and faster to clean.",2018,H02B   1/30; H02B   1/28; H02B   1/38; H02B   1/36; H02B   1/56
516361752,CN201821762044U,Offshore wind turbine tower leveling device,"The utility model provides a leveling device for a tower drum of an offshore wind driven generator. The device comprises a tubular pile end plate, a plurality of hydraulic cylinders, a plurality of hydraulic rods, a plurality of leveling flanges and a flange plate, the tubular pile end plate is fixed at the top end of the tubular pile; the tubular pile end plate is coaxial with the flange plate; the hydraulic cylinder is vertically fixed on the upper surface of the tubular pile end plate; the hydraulic rod is mounted in the hydraulic cylinder; a ball head is arranged at the upper end of the hydraulic rod, a spherical cavity matched with the ball head is formed in the lower end of the leveling flange, the ball head is installed in the spherical cavity, the upper end of the leveling flange is connected with a flange plate, the hydraulic cylinder is detachably connected with external control equipment controlling the hydraulic cylinder to operate, and the flange plate is further providedwith a grouting hole and an exhaust hole. The leveling device has the advantages of being simple in structure, short in construction period, convenient and labor-saving in leveling operation, high inreliability, and capable of effectively avoiding slipping and reducing later maintenance.",2018,F03D  13/25
516367190,CN201821895257U,Wind energy and wave energy combined power generation device,"The utility model relates to a wind energy and wave energy combined power generation device. The system comprises a cement pouring foundation, a wave power generation device and a wind power generation device, the wave energy power generation device and the wind energy power generation device are both fixedly installed on the cement pouring foundation. The wave energy power generation device comprises four supporting columns. The supporting column is fixed to a cement pouring foundation. a buoy is arranged between the supporting columns; a bracket is fixedly mounted on the buoy; the support and the float bowl are both in sliding connection with the supporting column through a balance rod. two rollers are mounted at the top of the bracket through a rotating shaft; according to the wave energy power generation device, wind energy and wave energy can be conveniently and comprehensively utilized, the height of the wave energy power generation device can be adjusted within a certain range according to tides of seawater through cooperation of the float bowl, the balance rod and the supporting column, sea waves can be backflushed through the wave backflushing blocking cover, and the utilization rate of the sea waves is increased.",2018,F03D   9/25; F03B  13/26; F03B  13/18
516367572,CN201821904288U,Steel conversion connecting structure of combined tower,"The steel conversion connecting structure of the combined tower comprises an upper flange, a lower flange and a conversion connecting structure cylinder wall, the upper end of the conversion connecting structure cylinder wall is connected with the tower through the upper flange, and the lower end of the conversion connecting structure cylinder wall is connected with a prestress anchoring system through the lower flange. The concrete conversion connecting section of the mixed tower for the wind turbine generator is made of steel; an original steel rectangular flange on the outer side of a lowerflange is designed into a flange with the outer side being a special-shaped conical surface and the inner side being in right-angle connection or a circular chamfer is designed into an oval chamfer.The rigidity of the connecting position of the steel flanges is improved, stress is more uniform and reasonable, the structural form can reduce the steel consumption of the conversion section and reduce the use amount of the pre-stressed anchor cables, the structural safety is enhanced, and meanwhile the manufacturing cost is reduced.",2018,F03D  13/20
516379557,ES20120861025T,Aparato de inhibiciÛn de movimiento para aerogenerador marino flotante y base flotante utilizada para aerogenerador marino,"Aerogenerador marino flotante (100), que presenta una estructura de cimentaciÛn flotante (10) y un dispositivo de inhibiciÛn de movimiento (20), en el que el dispositivo de inhibiciÛn de movimiento comprende por lo menos una placa de estabilizaciÛn anular (21) acoplada a la estructura de cimentaciÛn flotante y dispuesta horizontalmente rodeando la estructura de cimentaciÛn flotante; y la placa de estabilizaciÛn est· provista de una pluralidad de estabilizadores de aletas (22) que comprende un primer grupo de estabilizadores de aletas dispuestos en un lado de la placa de estabilizaciÛn, y el primer grupo de estabilizadores de aletas est·n dispuestos verticalmente rodeando la estructura de cimentaciÛn flotante (10) y separados entre sÌ, en el que cada estabilizador de aletas del primer grupo se desvÌa en un plano horizontal en un primer ·ngulo (?) en una direcciÛn a lo ancho respecto a una lÌnea recta que pasa a travÈs de un centro de la estructura de cimentaciÛn flotante y un punto final interior del estabilizador de aletas, y el primer ·ngulo (?) es mayor de 0 grados y menor de 45 grados.",2012,B63B  39/06; B63B2035/446; F05B2240/95; F05B2260/964; F03D  13/00; F03D  13/22; B63B2035/442; B63B2039/067; F03D  13/20; F03D  13/25; Y02E  10/727; B63B  35/44
516535973,CN201821593739U,"Offshore wind turbine tower drum sensor device, vibration detection system and inclination detection system","The utility model belongs to the field of offshore wind turbine tower sensors, and particularly relates to an offshore wind turbine tower sensor device, a vibration detection system and an inclinationdetection system. The offshore wind turbine tower drum sensor device comprises a sensor. The offshore wind turbine tower drum sensor device further comprises a bolt, the internal thread stud is usedfor being fixedly connected with an offshore wind turbine tower; the sensor base is used for supporting the sensor; a bolt hole is formed in the sensor base; the bolt penetrates through the bolt holeand is connected with the internal thread stud in a screwed mode. The utility model discloses an offshore wind turbine tower drum sensor device. When the offshore wind turbine tower drum sensor deviceis installed on an offshore aircraft tower drum; the influence on the tower drum body is minimum, the welding area of the internal thread stud on the tower drum is small, compared with an existing large area where a sensor base is welded to the tower drum, the influence of the small welding area on the tower drum is very small, and the sensor base cannot deform.",2018,F03D  13/25; F03D  17/00
516541167,CN201821770699U,Intertidal zone offshore wind power single pile foundation scouring protection device,"The utility model discloses an intertidal zone offshore wind power single pile foundation scouring protection device. The protection device comprises an anti-scouring artificial lawn layer, a concreteblock mattress layer and a geotextile layer which are sequentially arranged from top to bottom, wherein the geotextile layer is bound and wrapped on the periphery of the single pile foundation; the concrete block mattress layer is composed of a plurality of concrete blocks with holes in the middles. The plurality of concrete blocks are fixed together through nylon ropes I; the nylon ropes I penetrate through holes in the middles of the adjacent concrete blocks to be bound into a concrete block mattress layer, and the anti-scouring artificial turf layer and the concrete block mattress layer are bound through the nylon ropes II to form a composite structure of the upper anti-scouring artificial turf layer and the lower concrete block mattress layer. The offshore wind turbine single-pile foundation can stably work for a long time in the marine environment, the problem of scouring of the offshore wind turbine single-pile foundation is solved, the safety performance of the offshore wind turbine single-pile foundation is improved, and economic losses of a wind power plant are reduced.",2018,E02D  27/12; E02D  31/00
516569016,CN201821864387U,Offshore wind power rock-socketed single-pile foundation,"The utility model relates to the technical field of offshore wind power facilities, in particular to an offshore wind power rock-socketed single-pile foundation. The stability of a pile foundation ina drilled hole can be improved. Shaking of the pile foundation is reduced, the safety of the offshore wind power facility is improved, the corrosion condition of seawater to the pile foundation is reduced, the collision force of floating objects to the surface of the pile foundation is reduced, the service life of the pile foundation is prolonged, the fitting tightness degree of the bottom of thepile foundation and rock is improved, the stability of the pile foundation is improved, and the use reliability of the offshore wind power facility is improved; the pile comprises a pile body, a fixing ring is further included, the device further comprises a grouting groove, the grouting groove is formed in the pile body; a grouting body is arranged at the bottom end of the grouting groove, a grouting cavity is formed in the grouting body, a plurality of sets of connecting holes are formed in the side wall of the grouting body, the outer side of the pile body is coated with polyurethane anticorrosive paint, the buffer foam layer is arranged on the periphery of the polyurethane anticorrosive paint, and the inner wall of the buffer foam layer is connected with the outer wall of the polyurethane anticorrosive paint.",2018,E02D   5/60; E02D  27/44; E02D  27/12
516748362,CN201821918239U,Floating offshore wind turbine generator measuring device,"The utility model belongs to the technical field of ocean engineering, and relates to a floating offshore wind turbine generator measuring device, which comprises an operating system part and an experimental model part. The measuring device can monitor motion parameters and mechanical parameters of the model in the experiment process in real time with high precision, various measuring instrumentsare prevented from being in direct contact with the experiment model as much as possible, and experiment errors brought by factors of the measuring instruments to measurement results are reduced to the minimum. The whole measuring device is simple in structure, easy to install, convenient to operate, safe and reliable.",2018,G01M   9/06; G01M  10/00
516748590,CN201821915483U,Floating offshore wind turbine generator hybrid model experimental device arranged in wind tunnel,"The utility model belongs to the technical field of ocean engineering, and relates to a floating offshore wind turbine generator hybrid model experimental device arranged in a wind tunnel, which comprises an experimental model part and an air bellow, and the experimental model part mainly comprises a six-degree-of-freedom platform and is supported by six turn-back type electric cylinders. The experimental device further comprises a control system part, and the control system part comprises a monitoring unit, a motion control computer, an encoder interface and a servo driver. The experimental model part can be placed in a wind tunnel for testing without depending on a wave pool, and the influence of hydrodynamic force on the aerodynamic performance of the fan can be better revealed.",2018,G01M   9/00
516959834,CN201821482028U,Fixing structure of high-power offshore wind generating set heat exchanger,"The utility model provides a fixing structure of a heat exchanger of a high-power offshore wind generating set, which comprises a U-shaped plate with a first side edge and a second side edge which areopposite in position, and the second side edge is fixed on the outer side surface of a cabin cover through at least one row of short bolts; the heat exchanger bracket is fixedly connected with the first side edge of the U-shaped plate through at least one row of bolts; the heat exchanger bracket can provide fixed support for the heat exchanger of the high-power offshore wind generating set; and the upper end of the connecting bolt is fixedly connected with the second side edge of the U-shaped plate, and the lower end of the connecting bolt is in damping connection with a cabin frame located in the cabin cover through a damping device. The radiator support is installed on the outer side of the cabin cover through the U-shaped plate, various problems caused by forming receding holes in thecabin cover are avoided, the U-shaped plate is connected with the cabin frame through the damping device, the radiator support can be supported and fixed, and vibration generated when wind loads act on the radiator support can be absorbed.",2018,F03D  80/60
516971959,CN201821831978U,??????????????????,???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,F03D  13/25; F03D  17/00; F03B  13/26; F03D   7/04; F03B  13/12; F03D   9/11
516984499,CN201822081440U,Wind power operation and maintenance ship,"The utility model discloses a wind power operation and maintenance ship, which comprises a bow deck, a bow deck, a bow, a bow deck, a bow deck, a bow deck, a bow deck, a bow deck, a bow deck, a bow deck, a bow deck, a bow deck and a bow deck, posture adjusting device, the posture adjusting devices are connected to the two sides of a bow deck. The posture adjusting device comprises a damping part capable of being inserted into water and a connecting part for connecting the damping part to the ship body, and the wind power operation and maintenance ship has good balance adjusting performance, sothat the safety and convenience for offshore wind power operation and maintenance personnel to climb on a wind turbine foundation can be remarkably improved.",2018,B63B  35/00; B63B  39/00
516987317,CN201822171456U,The system is suitable for ventilation air-conditioning monitoring system of offshore booster station,"The utility model relates to a ventilation air conditioner monitoring system suitable for an offshore booster station. The utility model aims to the field of offshore wind power generation. The technical scheme of the utility model is as follows: the nursing bed comprises a bed body, the utility model discloses a ventilation air conditioner monitoring system suitable for an offshore booster station. The offshore booster station comprises a central control room and a plurality of devices and refuge rooms. The system is characterized in that the system is provided with a central monitoring unit11 arranged in a central control room and field control units arranged in all rooms, the central monitoring unit 11 is in communication connection with a network switch located in the central controlroom, and the network switch is in communication connection with the field control units through CAT-5 network cables; the field control unit is connected with the front-end sensor in the same room through a shielding twisted pair, and the field control unit is connected with the ventilation and air conditioning equipment in the same room through a control cable. The device is suitable for the field of offshore wind power generation.",2018,H02B   1/56
516988007,CN201822221671U,Air conditioning device and offshore wind generating set,"The utility model provides an air conditioning device and an offshore wind generating set, and the air conditioning device comprises a ventilator which is disposed in a tower of the offshore wind generating set; one end of the air inlet pipe is connected to an inlet of the ventilator, and the other end of the air inlet pipe is arranged in a to-be-ventilated area in the tower drum; one end of the air outlet pipe is connected to an outlet of the ventilator, and the other end of the air outlet pipe is exposed out of the tower drum; one end of the air supplementing pipe is exposed out of the towerdrum; and the salt spray filter is arranged in the tower barrel, the other end of the air supplementing pipe is connected to the salt spray filter, and external air is discharged to a to-be-ventilated area through the air supplementing pipe via the salt spray filter. According to the air conditioning device, harmful gas in the tower drum of the offshore wind generating set can be effectively exhausted, meanwhile, external fresh air is sucked in, the interior of the tower drum can be cooled, and therefore operation and maintenance personnel of the offshore wind generating set can be protected.",2018,F03D  80/00
516988283,FI20180005693,"Attachment member, tower arrangement and method for obtaining tower arrangement","The disclosure relates to an attachment member (1) for attaching a stay cable (3) of a tower (2) to a foundation (4) for the stay cable (3), the attachment member (1) comprising a first anchor bolt (11) arranged to be attached to the foundation (4); an adapter plate (13) arranged at one end of the first anchor bolt (11) so that the first anchor bolt (11) penetrates the adapter plate (13), wherein the stay cable (3) is arranged to be attached to the adapter plate (13); the attachment member (1) comprises an end plate (14) arranged so that the first anchor bolt (11) penetrates the end plate (14), the end plate (14) being arranged to come in contact with the foundation (4); and the attachment member (1) comprises a first metal casing (15) arranged around the first anchor bolt (11) between the adapter plate (13) and the end plate (14) for protecting the first anchor bolt against damages, the first metal casing (15) having a closed structure and being arranged to transmit compressive force from the adapter plate (13) to the end plate (14), wherein the stay cable (3) can be pre-tensioned using the first anchor bolt (11) and a first tensioning means (111) attached thereto. The disclosure relates also to a tower arrangement and a method for obtaining a tower arrangement.",2018,F03D  13/20; F05B2240/917; E04H  12/20; F16G  11/03; E02D   5/80
517086979,CN201821830157U,Environment-friendly ocean power generation machine,"The utility model discloses an environment-friendly ocean power generation machine. Supporting rod, a suspension base is fixedly mounted on the outer side of the lower end of the supporting rod; a reinforcing rod is fixedly mounted between the outer side of the upper end of the suspension base and the outer surface of one side of the supporting rod; and a first power generation box is fixedly installed at the position, close to the upper portion of the reinforcing rod, of the outer surface of one side of the supporting rod, a first power generation fan is movably installed on the outer surfaceof the front end of the first power generation box, and an electric energy storage box is fixedly installed on the outer surface of the rear end of the supporting rod. The utility model relates to anenvironment-friendly ocean power generation machine. The butt joint rod, the weather monitoring table and the water level monitor are arranged, butt joint between multiple sets of machines can be facilitated, the ocean weather can be monitored in real time, ocean water level rising and falling can be monitored, the whole machine is simple in structure, pollution cannot be generated in the power generation process, the good environment-friendly effect is achieved, the machine is suitable for different working conditions, and better use prospects are brought.",2018,F03B  13/00; G01D  21/02; F03D   9/11; H02S  10/10; H02S  10/12
517215620,AU20190100710,A new method to reduce local scour around subsea pile,"Abstract This invention relates to a device to protect local scour around submarine foundation. Piles are commonly used in river and ocean engineering to support structures on top of the water surface. The examples of pile structures including bridge piers, legs of offshore platforms, foundation of wind farms. When a vertical circular pile is placed on an erodible bed, the amplification of the water flow velocity leads to local scour of the sediment around the structure. Local scour has attracted much attention because it is one of the main reasons that may cause structural failure in both bridge engineering and offshore engineering. By using this device properly, local scour around submarine foundation can be reduce up to 50%. Fig. 1",2019,E02D   5/226; E02D  27/52; E02D  31/06; E02D   5/22
517242591,ES20100756396T,InstalaciÛn flotante anclada para la producciÛn de energÌa,"Una instalaciÛn (1) flotante, anclada para la producciÛn de energÌa, en la que la instalaciÛn (1) comprende al menos un aerogenerador (4), en la que la instalaciÛn (1) comprende una porciÛn triangular (17), estando dispuesto el al menos un aerogenerador (4) fuera de la porciÛn triangular (17) de la instalaciÛn (1), en la que el al menos un aerogenerador (4) comprende una columna (9) de aerogenerador, caracterizada porque la columna (9) del aerogenerador est· conectada con un puente (64) de soporte que se extiende desde una columna (8', 8') de esquina, y porque la instalaciÛn (1) est· dotada de al menos una bomba (6) accionada por flotador para obtener un aumento sustancial en la producciÛn de energÌa y en el beneficio de capital.",2010,F03B  13/187; B63B  39/005; Y02E  10/38; B63B2001/128; B63B2035/446; F03D   9/00; F03D  13/20; F03D  13/25; F03D   9/008; Y02E  10/727; B63B   1/107; F03D   1/02; F05B2240/93; Y02E  10/72
517254047,CN201821721483U,Swing power generation device,"A one-way bearing is arranged on an output shaft of a generator rotor, the outer wall of the one-way bearing is connected with the upper end of a swing connecting piece, a pendulum bob is fixedly arranged at the lower end of the swing connecting piece, a floating wrapping piece is fixed to the lower end of the pendulum bob, a fixing groove is formed in one end of the pendulum bob, and an auxiliarydevice is arranged in the fixing groove. The lower end of a rectangular mounting frame on the auxiliary device is fixed in the fixing groove; slideways are arranged on two inner side walls of the rectangular mounting frame; a guide rod is fixed in the middle of the rectangular mounting frame; guide rod parallel to slideway, the guide rod is radially arranged with the output shaft of the generatorrotor as the axis, a slider is slidably arranged on the guide rod, two ends of the slider are slidably arranged in the slideways, the guide rod is sleeved with an upper spring and a lower spring, theupper spring is arranged between the upper end of the rectangular mounting frame and the upper end of the slider, and the lower spring is arranged between the lower end of the rectangular mounting frame and the lower end of the slider. The wind power generation device is ingenious in structural design, large in pendulum bob swing amplitude, capable of achieving wind energy utilization switching and high in power generation efficiency.",2018,F03D   5/06; F03B  13/18; H02K   7/18; F03B  15/00; F03D   7/00; F03D   9/25
517302058,CN201822163134U,"Tower drum, cooling device, cooling unit and offshore wind generating set","The embodiment of the utility model provides a tower drum, a cooling device, a cooling unit tower drum and an offshore wind generating set, and the tower drum comprises a drum body which is formed byextending along a first direction and is provided with a drum wall and an accommodating space defined by the drum wall; the cooling device is arranged in the containing space and comprises two or morecooling units distributed in the circumferential direction of the containing space, each cooling unit comprises a panel and a wall part connected to the circumferential side of the panel, each wall part is further provided with an inlet and an outlet which are communicated with the cooling space, and the panels and the cylinder walls are arranged at intervals so that the cooling space can be formed among the panels, the wall parts and the cylinder walls. When the cooling device is arranged on the inner wall of the tower drum; according to the cooling device, the cooling space can be formed among the panel, the wall part and the inner wall of the tower barrel, a cooling medium directly dissipates heat through the barrel wall, the heat dissipation requirement can be met, the cooling deviceis arranged in the tower barrel, the occupied space of the whole wind generating set can be reduced, and the problem that an offshore wind generating set is large in occupied area can be effectively solved.",2018,F03D  13/25; F03D  80/60
517303266,CN201822221904U,Oil leakage detection mechanism of wind driven generator,"The utility model discloses an oil leakage detection mechanism of a wind driven generator. The oil leakage detection mechanism comprises a baffle, a bracket, a float switch, an alarm and a controller,the baffle is fixed to the bottom wall of the cabin cover in the left-right direction. The fan is positioned on the rear side of the air inlet; the left side and the right side of the baffle extend to the positions close to the inner walls of the left side and the right side of the cabin cover respectively, the floating ball switch is vertically suspended above the bottom wall of the cabin coverthrough the support, located at the position close to the rear side of the baffle and electrically connected with the controller, and the controller is electrically connected with the alarm. The baffle is installed on the bottom wall, oil leaked by the wind turbine generator is accumulated on the rear side of the baffle, leaked oil dirt is prevented from flowing out of the air inlet and pollutingthe tower barrel, and meanwhile detection and alarm of oil leakage of the wind turbine generator can be achieved through the floating ball switch.",2018,F03D  80/80; F03D  17/00
517360595,KR20190008411,Offshore access gangway,"The present invention relates to a shaking-reduced docking apparatus. A docking apparatus capable of allowing a ship to be docked on an offshore wind power generation facility including a plurality of support pipes erected outside of a wind tower, a pair of docking pipes spaced apart from any one of the support pipes and vertically installed, and a connection member connecting the support pipes and the docking pipes comprises: a pedestal vertically fixed to a deck of the ship; a base bridge horizontally provided on an upper end of the pedestal; a telescopic bridge inserted into the base bridge to be able to move forward and backward; a clamping means installed on a front end of the telescopic bridge and allowing a hook to be held on any one of the docking pipes to dock the ship; a damping means which includes a left and right rotation attenuating portion provided between the pedestal and the base bridge to attenuate left and right rotation shaking of the ship, a vertical attenuating portion provided between the left and right rotation attenuating portion and the base bridge to attenuate vertical shaking of the ship, and a front and rear attenuating portion provided between the base bridge and the telescopic bridge to attenuate front and rear shaking of the ship. Shaking of the base bridge and the telescopic bridge connecting the ship and the offshore wind power generation facility can be minimized.",2019,F16F  15/023; G01D  21/02; B63B  17/00; F16F  15/02; B63B  27/14
517361282,RS2019P000617,WAVE/TIDAL&WIND ENERGY CONVERTERS,NULL,2014,F05B2240/301; Y02E  10/38; F05B2240/95; F03B  13/18; F03B  13/1815; Y02E  10/28; Y02E  10/70; Y02E  10/721; F03D   5/06; F05B2210/16
517416689,CN201821122194U,Offshore wind plant emergency diesel generating set control system,"The utility model discloses an offshore wind farm emergency diesel generating set control system in the field of wind power generation, which comprises a power supply unit and a control unit, and is characterized in that the power supply unit comprises two paths of commercial power and one path of emergency diesel generating set which are connected to an emergency bus; the control unit is used forcontrolling two paths of commercial power and one path of emergency diesel generating set to be connected into and disconnected from the emergency bus, controlling the power generation work of the diesel generating set and controlling the load on the emergency bus to be switched between the commercial power and the emergency diesel generating set; according to the utility model, the working efficiency of the offshore generator set is higher, the control is more stable and reliable, and the device can be used in offshore booster stations.",2018,H02J   3/38; H02B   1/56; H02J   9/06
517627841,CN201822071891U,Oversized hoisting offshore wind power multifunctional construction platform,"The utility model discloses a super-large hoisting offshore wind power multifunctional construction platform which comprises a platform main body, and the platform main body is provided with a crane,a living building and a positioning anchor and is further divided into a bow area and a stern area; the plurality of pile legs are respectively arranged in the bow area and the stern area; the numberof the lifting devices is matched with that of the pile legs, and the lifting devices are connected to the pile legs respectively; the number of the pile shoes is matched with that of the pile legs, and the pile shoes are connected to the bottom ends of the pile legs respectively; the stern propeller is arranged at the lower end of the outer side of the stern area; the bow thruster is arranged atthe lower end of the outer side of the bow area; the plurality of small cranes are respectively arranged at the periphery of the platform main body; the plurality of lifeboats are respectively arranged on two sides of the living building; the increasing requirements of rapid development of the current wind power market are met, the working efficiency is improved, and the income is increased.",2018,B63B  35/44
517629411,CN201822104029U,Novel energy absorption-vibration reduction deep sea wind power generation floating type semi-submersible platform,"The utility model relates to the field of offshore wind power generation. Specifically, the present utility model relates to a battery, the utility model relates to a novel energy absorption-vibrationreduction deep sea wind power generation floating type semi-submersible platform. The wind driven generator comprises fan blades, a fan, a tower drum and a semi-submersible platform, the semi-submersible platform comprises three buoys and a triangular buoyancy tank, wave energy absorption-vibration reduction systems are installed in the buoys, and each energy absorption-vibration reduction systemcomprises a generator, an inerter, a return spring and a plurality of bearing springs; according to sea conditions or actual requirements, the influence of heaving, rolling and pitching degree-of-freedom wave frequency response caused by wave loads on normal operation of an upper fan, fatigue damage and the like are restrained by adjusting the load power of the generator and the flow speed of hydraulic oil of the inerter, and meanwhile wave energy is converted into electric energy; the energy absorption-vibration reduction system serves as a passive control system to fully utilize the space of the platform stand column, the vibration reduction performance is reliable, meanwhile, wind power generation and wave power generation are combined into a whole, and the whole system has good economical efficiency.",2018,F03D   9/11; F03D  13/25; F03D  80/00
517630617,CN201822138321U,Tower drum support,"The utility model discloses a tower drum support which is used for being installed at the bottom of a tower drum to cushion the tower drum away from a contact surface. The tower drum support comprisesan upper cover plate, a lower cover plate and a reinforcing rib plate located between the upper cover plate and the lower cover plate. Wherein the upper cover plate and the lower cover plate are parallel to each other, the reinforcing rib plate is arranged in the width direction of the upper cover plate and is perpendicular to the upper cover plate, the top of the reinforcing rib plate supports the upper cover plate and is detachably connected with the upper cover plate, and the bottom of the reinforcing rib plate is placed on the lower cover plate and is detachably connected with the lower cover plate. According to the tower drum support, the bottom of the tower drum is cushioned away from the contact surface through the tower drum support bodies, so that the tower drum is protected, theweight and the size of each tower drum support body are greatly reduced through the ingenious design of the tower drum support bodies, and the tower drum support bodies are more convenient to transport and store.",2018,F03D  13/20; F03D  13/25
517739656,CN201821903312U,Combined tower structure,"The utility model provides a combined tower structure. The combined tower structure at least comprises a tower, a steel switching section, a pre-stressed anchor cable, a lower concrete cast-in-place section, a middle precast concrete section and a matched foundation, a lower concrete cast-in-place section, a middle precast concrete section and a steel transfer section are sequentially arranged between the matched foundation and the tower from bottom to top; pre-stressed anchor cable ducts are pre-buried in the steel transfer section, the middle precast concrete section and the lower concrete cast-in-place section; the tower and the matched foundation are connected through a pre-stressed anchor cable located in the pre-stressed anchor cable hole channel. The combined tower for the prefabricated assembly type wind generating set is high in structural rigidity, rapid in construction, simple in construction method and convenient to overhaul. And meanwhile, a cast-in-place and prefabricating mode is adopted, so that the safety performance of the original pure prefabricated structure is improved, the construction progress is accelerated, the stress of the original pure prefabricated structure is improved, the construction efficiency of the original prefabricated structure is improved, and the construction speed is increased.",2018,F03D  13/20
517739742,CN201821902977U,Self-adaptive ocean power generation buoy adopting coupling of wind energy and tidal current energy,"The utility model relates to a self-adaptive ocean power generation buoy adopting coupling of wind energy and tidal current energy, which is characterized in that an air pump is mounted in a buoy shell, a vent hole and an air pressure sensor are arranged on the outer side of the buoy shell, and a vent pipe is connected to the vent hole and is connected with the air pump; the upper side of the airpump communicates with an air conveying pipe, the upper portion of the air conveying pipe communicates with a ventilation buoy, and the upper side of the ventilation buoy is connected with an air speed sensor; one end of each tidal current energy obtaining blade is connected with a rotating speed sensor; according to the comparison condition of the wind energy redundancy and the tidal current energy redundancy under the sea surface, the energy obtaining device is controlled to reach the optimal energy obtaining position; meanwhile, the upper input rotating speed and the lower input rotating speed are integrated to the same output shaft and transmitted to the power generator, the center wheel meshed with the planet wheel is adopted for receiving transmission power of the upper input rotating speed and the lower input rotating speed, damage of the rigid coupler to the power generator is avoided, reliability of the coupler is improved, and maintenance cost is reduced.",2018,F03D   9/25; F03D  13/25; F03D  15/10; F03B  13/26; F03D   9/32; B63B  22/22
517740176,CN201821902042U,Environment-friendly safe ship,"The utility model discloses an environment-friendly safe ship, and belongs to the technical field of ships. The ship comprises a ship body, wherein a deck and at least one cabin are arranged on the ship body; a plurality of empty cabins are arranged in a midship below the deck and sealed independently, vent pipes are arranged in the deck and the empty cabins, one end of each vent pipe extends outof the deck, the other end of each vent pipe extends into the corresponding empty cabin to keep a gap with the bottom of the corresponding empty cabin, a connecting device and a disengaging device arearranged between the cabin and the hull, and a solar power generation device and a wind power generation device are arranged at the tail. Due to the design of the multiple independent empty cabins, when one empty cabin is damaged and water enters the empty cabin, other empty cabins are still kept sealed, water cannot enter the empty cabin, and therefore limited buoyancy loss is kept, and normal driving is guaranteed; due to the design of the separable closed cabin, the ship can be quickly separated from the ship body under the control of the control system and independently floats on the water when an emergency occurs, so that the life-saving speed and efficiency are improved; solar energy and wind energy are complementarily supplied to supply power to ships, thereby being energy-saving and environment-friendly.",2018,B63C   9/00; B63B  43/12; B63J   2/10
517748602,CN201822118375U,Offshore wind power implanted single-pile foundation,"The utility model relates to the technical field of offshore wind power equipment. The offshore wind power implanted single-pile foundation comprises a straight-section single pile, a reducing-sectionsingle pile and a reducing-section single pile which are sequentially connected in a welded mode from top to bottom along the same central axis, the straight-section single pile and the reducing-section single pile are each in a cylindrical shape, and the reducing-section single pile is in a big-end-up circular truncated cone shape; a cylindrical reinforcement cage is arranged outside the reducing section single pile in a sleeving mode and welded to the outer wall of the reducing section single pile, an annular pouring space used for pouring concrete is formed between the reinforcement cage and the outer wall of the reducing section single pile, and a concrete quality sensor is installed in the pouring space. The outer wall of the small-diameter reducing section single pile is sleeved with the annular reinforcement cage, concrete is poured into the annular space of the reinforcement cage, the concrete quality sensor is arranged in the pouring space, the pouring quality is monitored through data transmission of the sensor, and the rigidity and the horizontal bearing performance of the single pile foundation are improved.",2018,E02D  27/42; E02D  15/04; E02D  27/12; E02D  27/52; E02D  15/06; E02D   5/48
517749260,CN201822131495U,Tower drum supporting device,"The utility model discloses a tower drum supporting device which comprises a supporting seat body, a plurality of supporting rods and a plurality of mounting plates used for being connected with a tower drum. Wherein the supporting rods are arranged in the supporting seat body and are radially arranged along the center of the supporting seat body, and the mounting plate is movably arranged on thesupporting rods. According to the utility model, the supporting rods are radially arranged in the supporting seat body, and the mounting plates connected with the tower drum are arranged on the supporting rods, so that the supporting seat body is placed on the roller carrier in actual use, and the tower drum is prevented from being directly contacted with the roller carrier to damage a zinc layeror a paint layer of the tower drum; besides, the mounting plate is movably arranged on the supporting rod, so that the mounting plate can be adjusted along the length direction of the supporting rod according to tower drums with different sizes, and the universality of the tower drum supporting device is greatly enhanced.",2018,F03D  13/25
517899979,CN201821428726U,Jig frame device for hoisting and transporting offshore wind power jacket,"The utility model relates to a jig frame device for hoisting and transporting an offshore wind power jacket. The offshore wind power jacket is arranged above the jig frame device; the jig frame deviceis arranged on a deck of the transport ship; the wind power jacket comprises a plurality of pile casing pipes and transverse supporting pipes for connecting every two adjacent pile casing pipes. Thejig frame device comprises a tray mechanism, the tray mechanism comprises two integrated tray tools arranged above a deck of the transport ship, steel plates are arranged at the positions, where the integrated tray tools are located, of the deck of the transport ship, and the upper end faces of the steel plates are flush with the upper end faces of the integrated tray tools. And the fixed bucklingmechanism is arranged on the integrated tray tool, the fixed buckling mechanism comprises a plurality of fixed buckling groups, the plurality of fixed buckling groups are uniformly distributed on a transverse supporting pipe of the wind power jacket, and the fixed buckling groups are connected with the transverse supporting pipe and the integrated tray tool. The connecting structure has the advantages of being simple in structure, convenient and fast to use and capable of improving connecting stability.",2018,E02D  27/44; E02D  27/42
517904683,CN201821874763U,Novel buoy for ocean engineering environment monitoring,"A novel buoy for ocean engineering environment monitoring is combined with the characteristics of the ocean environment, a solar power generation device is replaced by a wind power generation device,the situation that the buoy is out of power on continuous cloudy days on the sea is avoided, the dependence degree of power supply of the buoy on weather is reduced, and the cruising ability of the buoy is improved; the gravity center of the buoy is lowered by additionally arranging the heavy object at the bottom of the buoy device, the stability of the buoy is improved, and the anti-overturning capacity of the buoy is improved; by changing the weight of a weighted object on a bolt of the buoy bottom bin, the buoy can be adjusted to ascend and descend, so that the water area monitoring depth is changed, and water depth in a certain range can be monitored.",2018,B63B  22/20; B63B  22/00
518022029,CN201821764987U,Flat barge for intertidal zone wind power construction,"The flat barge comprises a main barge body and an upper deck connected with the upper portion of the main barge body, a lower barge body is arranged on the lower portion of the main barge body, a water sump is formed in the lower barge body, a water valve is arranged on the side face of the lower barge body, and a water pump is arranged in the water sump and connected with the water valve. Balancing weights with the same weight are arranged on the two sides of the main ship body, a ship body frame is arranged on one side above the upper deck, and an extending deck is installed on the side, opposite to the ship body frame, of the upper deck in an embedded mode. The device has the characteristics of easiness in manufacturing and convenience in operation, and is particularly suitable for small and medium intertidal zone wind power construction.",2018,B63B  35/28; B63B   3/48
518102163,DK20120802424T,Selvdrevet offshorevindm¯lleparkinstallationsfart¯j og fremgangsmÂde til installation anvendt ved opf¯relsen af en offshorevindm¯llepark,NULL,2012,B63B  35/00; B63B  35/003; E02B2017/0047; E02B2017/006; F03D  13/10; E02B  17/0004; E02B  17/027; E02B2017/0039; F03D   1/00; E02B  17/021; Y02E  10/727; B63B  43/06; F03D  13/40; E02B2017/0091; F05B2240/95; B63B  75/00; Y02E  10/726
518253617,CN201822229353U,Self-powered ocean garbage recycling device,"The utility model relates to a self-powered marine waste recovery device, and belongs to the technical field of marine waste recovery equipment. The ship comprises a ship body, one end of the ship body is fixedly connected with a support and provided with a recycling bin, the support is fixedly connected with two linear guide rails, the two linear guide rails are connected with an installation plate, and movement of the installation plate is achieved through a gear and rack matching structure. Two sliding rails and two fixing plates installed between the sliding rails are fixedly connected tothe installation plate, the bottoms of the fixing plates are each fixedly connected with a gripper, and the two fixing plates are driven to synchronously get close to or get away from each other through cooperation of a bidirectional screw, a coupler and a first motor, so that the two grippers are gathered or separated. A storage battery and a solar cell are fixedly arranged on the ship body, anda monitoring probe is fixedly connected to the side face of the ship body. The garbage collection capacity is large, garbage with the large size can be collected, and the collection efficiency is improved; and solar energy and/or wind energy can be used for self-powered operation, so that the use cost of the marine garbage recycling device is reduced.",2018,E02B  15/10; B63H  21/17; B63B  35/32
518257558,CN201821405390U,High-performance anti-corrosion prestressed high-strength anchor bolt,"The utility model discloses a high-performance anti-corrosion prestress high-strength anchor bolt which comprises an anchor bolt long thread section, an anchor bolt polished rod section and an anchorbolt short thread section. The outer surface of the long thread section of the anchor bolt is coated with an anti-corrosion grease coating; the outer surfaces of the anchor bolt polish rod section andthe anchor bolt short thread section are coated with zinc-chromium coatings; wherein the anchor bolt polish rod section is sleeved with a double-wall glue-containing heat shrink tube, the outer surface of the double-wall glue-containing heat shrink tube is coated with an anti-corrosion grease coating, the anti-corrosion grease coating is sleeved with a single-layer insulating heat shrink tube, and the two ends of the anchor bolt polish rod section are locked by the double-wall glue-containing heat shrink tube in a heat shrink mode. The utility model has the advantages of high corrosion resistance, replaceability, greatly reduced cost and prolonged service life; and meanwhile, the high-performance anti-corrosion prestress high-strength anchor bolt is suitable for stretching when being tensioned, and the overall safety and the use durability of a wind generating set are improved.",2018,E02D  27/52; E02D   5/74; E02D  27/42
518267902,CN201821976271U,Sealing anchor bolt for offshore wind turbine installation anchor bolt cage,"The utility model discloses a sealing anchor bolt for installing an anchor bolt cage of an offshore wind turbine. The sealing anchor bolt comprises an upper anchor plate tension end, a lower anchor plate fixing end and an anchor bolt main body, the anchor bolt main bodies are uniformly distributed and connected between the tension end of the upper anchor plate and the fixed end of the lower anchorplate in a circumferential array by adopting the same structure; the fixed end of the lower anchor plate is poured at the bottom of the first-stage concrete; second-stage concrete is poured at the top of the first-stage concrete, and the tension end of the upper anchor plate is supported at the top of the second-stage concrete. The device can be used in construction, operation, maintenance and use. Due to the fact that the prestressed anchor bolt body is stressed in the axial direction to generate the tensioning effect, the distance between the upper anchor plate and the lower anchor plate isincreased, gaps exist between the sealing nut and the upper anchor plate and between the sealing nut and the lower anchor plate, the sealing state cannot be kept, an anti-corrosion coating at the gaps is directly exposed in a concrete layer, the coating is prone to being damaged, and the anti-corrosion capacity is lost.",2018,E02D  31/06; F03D  13/25; E02D  27/52; E02D  27/42
518269026,CN201821996596U,Wave energy and wind energy complementary energy supply platform,"The utility model discloses a wave energy and wind energy complementary energy supply platform. The system comprises a semi-submersible underwater base body, a wind power generation system, a pneumatic wave energy power generation system, a hydraulic wave energy power generation system and a comprehensive power control system, the semi-submersible underwater base body comprises a triangular flat plate buoyancy chamber, center pipes vertically installed at the three corners of the flat plate buoyancy chamber and a cylindrical buoyancy chamber vertically installed in the middle of the flat platebuoyancy chamber. The pneumatic wave energy power generation systems are installed at the top ends of the center pipes respectively and used for pneumatic type wave power generation, the wind power generation systems are installed at the top ends of the cylindrical floating cabins and used for wind power generation, and the eagle type wave absorbing floating bodies of the hydraulic wave energy power generation systems are installed between every two center pipes and used for floating type wave power generation. Two different wave energy conversion modes are integrated, conversion from wave energy to electric energy is achieved by fully utilizing multi-energy complementation, the power generation amount of the platform is increased, optimization and complementation of various energy typesare achieved, and the economic benefit of ocean renewable energy source utilization is improved.",2018,B63B  35/44; F03D  13/25; F03B  13/24; F03D   9/25; F03B  13/14; F03B  13/22
518271049,CN201822050227U,Offshore wind turbine single-pile foundation with communication assembly,"The utility model discloses an offshore wind turbine single-pile foundation with a communication assembly. The single-pile foundation is arranged in a water area with tide level difference, a plurality of communicating assemblies are arranged on the single-pile foundation, each communicating assembly comprises an inverted-U-shaped communicating pipe, the top of each communicating pipe is located above the single-pile foundation, openings in the two ends of each communicating pipe are located in the single-pile foundation and outside the single-pile foundation respectively, and the openings areformed in the lower portion of the single-pile foundation; the filtering devices are arranged at the openings in the two ends of the communicating pipe. And the pipe diameter of the communicating pipe is not more than 1/20 times of the pile diameter of the single pile foundation. The communicating pipe is provided with an extraction opening and a valve, wherein the extraction opening is used forevacuating air in the communicating pipe. According to the offshore wind turbine single-pile foundation with the communicating assembly, exchange of seawater inside and outside the single-pile foundation is promoted through the communicating assembly, so that the problem of peculiar smell inside the single-pile foundation is solved, and air in a tower drum located on the single-pile foundation isprevented from being polluted.",2018,E02D  27/42; E02D  27/52
518317605,CN201821599362U,Offshore wind power deepwater one-step mounting device,"The utility model discloses a deepwater one-step installation device for offshore wind power. The device comprises a mounting ship, an auxiliary sinking frame, supporting trusses, righting guide frames, a tower barrel, fan blades, a nose, inhaul cables and a barrel-shaped foundation, a rectangular boss is arranged on the rear portion of a ship body of the mounting ship, a U-shaped groove is formedin the rectangular boss, and the vertical supporting trusses are integrally mounted at the four vertex angles of the rectangular boss respectively; the auxiliary sinking frame is composed of a U-shaped bottom frame and vertical guide pipes, a through hole is formed in the outer side of each supporting truss on the rectangular boss, and the guide pipes movably connected with the supporting trussesare arranged in the through holes in a penetrating mode. A cylindrical foundation is installed between the U-shaped underframe and the rectangular boss, the tower drum is installed in the middle of the cylindrical foundation, and inclined struts are arranged between the tower drum and the cylindrical foundation; one end of the righting guide frame is connected with the supporting truss, and the other end of the righting guide frame is connected with the tower drum through a hoop and used for achieving the auxiliary supporting and restraining functions on the tower drum in the debugging, transporting and installing process.",2018,F03D  13/20; F03D  13/25; F03D  13/10
518319753,CN201821713316U,Truss type offshore floating wind power platform,"The utility model relates to a truss type offshore floating wind power platform. Tower, wind turbine generator, the device comprises a floating body, an air deflector and an anchoring system, the tower is of a truss structure and comprises a stand column and a base, the stand column is perpendicular to the base, the size of the tower is gradually decreased from the base to the top, the wind turbine generator is arranged at the top of the stand column, the wind deflector is arranged on the tower, the floating body is arranged on the base, the anchoring system is connected with the floating body, and the floating body comprises a main floating body which is arranged below the stand column. According to the truss type offshore floating wind power platform, the air deflectors are adopted; passive yawing can be achieved, a fan cabin and a wind turbine generator do not need to rotate by 360 degrees around a tower, a truss structure which is long in arm of force, high in rigidity and light inweight can be applied, a floating body can be directly installed on the truss structure, and the whole wind power platform structure is more reasonable in stress compared with the prior art. The device is light in weight, shallow in draught, easy to manufacture, install and maintain, few in material and good in economical efficiency.",2018,F03D   1/04; B63B  35/44; F03D  13/25
518320181,CN201821764986U,Flat barge body for placing large crane,"The flat barge body comprises a main barge body and an upper deck connected with the upper portion of the main barge body, a lower barge body is arranged on the lower portion of the main barge body, awater sump is formed in the lower barge body, a water valve is arranged on the side face of the lower barge body, and a water pump is arranged in the water sump and connected with the water valve. Balancing weights with the same weight are arranged on the two sides of the main ship body, a ship body frame is arranged on one side above the upper deck, a traction frame is arranged in the middle ofthe upper deck, a cable storage disc is arranged on the traction frame, and an extension deck is installed on the upper deck and located on the opposite side of the ship body frame in an embedded mode. A crane is placed in the extending deck area, and an auxiliary support arranged on one side of the crane is connected with a cable storage disc through a traction rope in a winding mode. The deviceis convenient to operate, flexible to adjust, suitable for medium and large intertidal zone wind power construction operation and extremely high in construction fluency.",2018,B63B  27/10; B63B  35/28
518335029,CN201822112618U,Outer sleeve prestressed anchor cable offshore wind power single pile foundation,"The utility model relates to an outer sleeve prestressed anchor cable offshore wind power single pile foundation. The device comprises a steel pipe single pile (4), a stable guide node (3), a self-locking prestressed steel strand and an outer sleeve (5), the stable guide node (3) is arranged outside the steel pipe single pile (4); the outer sleeve (5) is arranged outside the steel pipe single pile(4) in a sleeving manner along the stable guide node (3); the diameter of the top of the outer sleeve (5) is smaller than that of the bottom of the outer sleeve (5), the self-locking prestress steelstrand is arranged in the wall of the outer sleeve (5) in a penetrating mode, one end of the self-locking prestress steel strand is anchored to the seabed in a self-locking mode, and the other end ofthe self-locking prestress steel strand is tensioned through the force transmission node (2) arranged at the top of the steel pipe single pile (4). Compared with the prior art, the drill bit has the advantages of being good in stability, small in drilling diameter and the like.",2018,E02D  27/44; E02D  27/52; E02D  27/12
518336691,CN201822150094U,Novel offshore multifunctional workboat,"The utility model discloses a novel offshore multifunctional workboat. The novel offshore multifunctional workboat comprises a main boat body and a transportation support. The main ship body is formedby connecting two barge ship bodies through a double-ship fixing structure capable of adjusting the distance between the barge ship bodies. The transportation support comprises a height-adjustable main tower, an upper cross beam capable of being opened and closed left and right and a lower support with the adjustable inner diameter. The main tower is used for supporting the upper cross beam; theupper cross beam is used for fixing the upper part of the tower; the lower support is used for fixing the lower portion of the tower drum. The height of the main tower frame can be adjusted in real time according to the height of a specific tower barrel; the length of the upper cross beam can be adjusted in real time; the inner diameter of the lower support is adjustable, and the lower support issuitable for offshore installation of different types of wind turbine foundation wind turbines; temporary infrastructure at the wharf in the early stage is reduced; different types of fan bottom towercylinders can be adapted; the stability and rapidness of the whole rotating process of the fan are ensured; the hydraulic jacking system meets the jacking and descending requirements of offshore windturbines of different types of wind turbine foundations.",2018,F03D  13/40; F03D  13/25
518442203,NO20180000099,METHOD OF INSTALLING AN OFFSHORE TRANSFORMER ASSEMBLY,NULL,2018,E02B2017/0039; E02B  17/02; E02B  17/027; E02B  17/00; F03D  13/25; H01F  27/00; E02B2017/0047; E02B2017/0091; E02B2017/0043; H01F  27/14
518508468,CN201821983362U,"Wind energy, water energy and photovoltaic composite power generation system","The utility model provides a wind energy, water energy and photovoltaic composite power generation system. The composite power generation system is formed by combining a plurality of power generationdevices. The power generation device comprises a floating platform, a solar power generation film, a wind driven generator, a hydraulic generator and a storage battery. Wherein the floating platform floats on the water surface, the solar power generation film is pasted on the upper surface of the floating platform, the wind driven generator is arranged above the floating platform, the hydro-generator is arranged below the floating platform, and a rotating shaft of the wind driven generator is connected with a rotating shaft of the hydro-generator; the solar power generation film, the wind driven generator and the hydro-generator are all electrically connected with the storage battery. The composite power generation system is wide in application range, small in investment, free of dam construction and flexible in arrangement.",2018,B63B  35/44; F03B  13/00; F03D   3/06; H02S  10/12; F03B   3/18; F03D  80/70; F03D   9/11; F03B  11/06; F03D  13/25; H02K   7/18
518546801,CN201822251694U,Storm-proof wind power sightseeing boat body,"The utility model discloses a wind wave and wind power preventing sightseeing boat body. The ship comprises a main ship body, an auxiliary ship body, drivers and fans. Connecting blocks are arranged on the two sides of the main hull. Auxiliary ship bodies are arranged on the two sides of the connecting block; a fixed seat is arranged at the upper part of the secondary ship body; a connecting rod is arranged at the upper part of the fixed seat; a fan is arranged at the upper part of the connecting rod; a driver is arranged in the main ship body; a first driving rod is arranged at the lower partof the driver; the utility model discloses a wind wave and wind power preventing sightseeing boat body. The main hull is connected with the auxiliary hull through a connecting block. Three-in-one hull, the stability of the main ship body is improved; a certain wind wave resisting effect is achieved; the connecting rod is driven by the motor to rotate, so that the fans can rotate in multiple directions, the main hull can be driven by the two fans behind the hull to move forwards when moving forwards, and when the hull is located at a narrow position and cannot turn around to change the direction, the fans at the front end of the hull can be used for working, so that an in-situ reversing function can be realized.",2018,B63B   1/10; B63H   7/02; B63B  17/02
518546819,CN201822251680U,Automatic sail for law enforcement boat,"The utility model discloses an automatic sail for a law enforcement boat. The law enforcement boat comprises a law enforcement boat body, sail cloth, a vertical hydraulic device, a transverse hydraulic device, a first connecting rod, a second connecting rod, a motor, a control device and an electric power storage assembly. A motor is arranged in the middle of the top of the law enforcement boat body; a vertical hydraulic device is arranged at the top of the motor; a first connecting rod is arranged at the top of the vertical hydraulic device; a wind power generation device is arranged at the top of the first connecting rod; transverse hydraulic devices are arranged at the two ends of the vertical hydraulic device, second connecting rods are arranged at the outer ends of the transverse hydraulic devices, sail cloth is connected between the first connecting rods and the second connecting rods, electric power storage assemblies are arranged at the two ends of the motor, and a control device is arranged at the bottom of the motor. The automatic sail for the law enforcement boat is high in automation performance, efficient in rotation adjustment, capable of intelligently sensing wind power and temperature in real time, capable of saving energy, environmentally friendly, efficient in power source storage and capable of being remotely connected and controlled.",2018,F03D  13/20; B63H   9/06; F03D   9/11
518549971,CN201920089437U,Prefabricated fan tower top die operation platform,"The utility model discloses a prefabricated fan tower top die operation platform. The formwork comprises an inner baffle, an outer baffle, a top formwork, anchor cable holes, bolts, an inner formwork,an outer formwork, vertical supports, inclined supports, connecting plates, inner supports, outer supports, lifting lugs, fixing plates and a base. The bottoms of the inner baffle and the outer baffle are bottom edges; the tops of the inner baffle and the outer baffle are top edges; connecting plates are welded at the tops of the inner baffle and the outer baffle; the inner baffle and the outer baffle which are made of four arc-shaped steel plates are combined into a circular ring structure through connecting plates and bolts, the vertical supports and the inclined supports which are made ofchannel steel are welded between the bottom edge and the top edge at equal intervals, the top die is connected with the inner supports and the outer supports through bolts, and the outer supports arewelded to the top edge of the outer die in a centered mode at equal intervals. The device is reasonable in structure, the distance and perpendicularity between 40 anchor cable holes can be accuratelycontrolled, the positions of the anchor cable holes can be adjusted according to different machine types, an operator operates at the top end of a tower, the periphery of the tower is protected by theinner baffle and the outer baffle, and safety and reliability are achieved.",2019,F03D  13/10
518677700,CN201920061963U,Reinforcing device for ship cabin roof,"The utility model provides a reinforcing device for a ship cabin roof, and relates to the field of ships. The utility model discloses a reinforcing device for a ship cabin roof. The device comprises acabin top plate, reinforcing plates, driving mechanisms and a frame, air inlet holes are formed in the right side of the top surface of the reinforcing plate at equal intervals; the bottom of the long rod is fixedly connected with a piston plate; movable sleeves are fixedly connected to the two sides of the reinforcing plate. The inner side of the movable sleeve is fixedly connected with an inserting rod, the top of the hollow plate is communicated with the air inlet hole, the bottom of the inflation cover is fixedly connected with the top of the cabin top plate, the left side of the top of the inflation cover is communicated with the bottom of the hollow plate through a connecting pipe, and the end, away from the inflation cover, of the L-shaped pipe is communicated with the two sides ofthe guide pipe. By using the reinforcing plate and the driving mechanism, when the reinforcing plate is blown by wind power, the received wind power can get close to the cabin roof plate through thedriving structure, so that the stress effect of the cabin roof is improved, and the reinforcing plate does not need to be stably fixed.",2019,B63B   3/62
518684853,PL20100756396T,"FLOATING, ANCHORED INSTALLATION FOR ENERGY PRODUCTION",NULL,2010,B63B  39/005; F03D   9/008; F05B2240/93; B63B   1/107; F03D   1/02; Y02E  10/727; B63B2001/128; Y02E  10/72; B63B2035/446; F03D   9/00; F03D  13/20; F03D  13/25; F03B  13/187; Y02E  10/38
518806411,KR20180019743,FLOATING TYPE WIND TURBINE AND CONTROL METHOD OF THE SAME,"? ??? ?? ??? ?? ????, ??; ??? ???? ?? ??; ?? ??? ???? ??? ??; ??? ??? ???? ?? ?? ??; ??? ??? ??? ???? ?? ???? ???? ???; ? ???? ???? ??? ?? ????? ???? ????? ?? ???? ???? ? ?? ?? ???;? ????. ?? ???, ?? ???? ??? ???? ???? ??????? ????? ??? ???? ??? ???? ??? ? ?? ??? ?? ???? ??? ? ??.",2018,F03D   1/02; F03D   7/02; F03D  13/25; B63B  35/00; F03D   7/04
518946535,KR20180009395,auto sailing robot vessel,"The present invention relates to an automatic sailing robot vessel which uses clean energy supplied from a charging system using wind power and sunlight to perform autonomous sailing. According to the present invention, the automatic sailing robot vessel comprises: a catamaran (10) providing a predetermined loading space and using an electric motor (11) or an internal combustion engine (11) as a driving source to move on the water; a direction control unit (20); a wind direction/speed measurement unit (30); a control unit analyzing information transmitted from the wind direction/speed measurement unit (30) to determine the direction of the main and jib sails; a location sensor unit; a solar charging system unit (60); and a steering unit (70) controlling the position and operation of the direction control unit (20) in accordance with a signal transmitted from the control unit. Moreover, provided is an advantage of providing a configuration and system of a robot vessel.",2018,B25J   9/16; B63H   9/04; B63B   1/12; B63H  25/26; B25J  11/00; B63H  21/14; B25J  19/02; B63B  35/00
518953986,KR20180017163,SMART SAILING YACHT,"Disclosed is a smart sailing yacht. According to one embodiment of the present invention, the smart sailing yacht includes: a hull; a mast installed on the hull in a height direction and rotationally provided with respect to the hull; a boom extended to one side of the mast in a horizontal direction and rotated with respect to the hull with the mast; a sail coupled to the mast and the boom and provided with wind power; and a tension unit provided on the sail so that tension of the sail is variable.",2018,B63B  35/73; G01D  21/02; B63B  41/00; B63B  35/00; B63H   9/08; F16H  19/04
519060619,CN201821581397U,Aquaculture net cage equipment based on offshore wind turbine high pile cap foundation,"The utility model aims to solve the problem of high cost of independent development and construction of offshore wind power equipment and cage culture equipment which are independently constructed inthe prior art. According to the aquaculture net cage equipment based on the offshore wind turbine high pile cap foundation, an aquaculture net cage aquaculture intelligent aquaculture system is combined with an offshore wind turbine supporting structure, the total cost of construction, production and operation is reduced, and meanwhile the use efficiency of ocean resources is improved. The structure comprises a wind driven generator, a bearing platform, a pile foundation structure and an aquaculture net cage, the wind driven generator is arranged on the top of the high pile bearing platform, the aquaculture net cage is arranged on the pile foundation structure, the aquaculture net cage is provided with an intelligent aquaculture device, and the wind driven generator supplies power to the intelligent aquaculture device.",2018,A01K  61/60; F03D  13/25; E02D  27/52; F03D   9/11; E02D  27/12; A01K  61/65; A01K  61/80
519228624,CN201821974820U,Seawater cooling device for generator set,"The utility model discloses a seawater cooling device for a generator set. Machine body, a liquid heat exchanger is arranged in the machine body; a water pump is arranged on one side of the liquid heat exchanger; a recovered cooling liquid storage device is arranged on one side of the bottom of the liquid heat exchanger; a conveying cooling liquid storage device is arranged on the other side of the bottom of the liquid heat exchanger, water pipes are connected among the conveying cooling liquid storage device, the liquid heat exchanger, the water pump and the recycling cooling liquid storage device, a tower body is arranged at the bottom of the machine body, a base is arranged at the bottom of the tower body, and the bottom of the base is a water surface. The floating body is arranged at the top of the water surface, the seawater cooler is arranged at the bottom of the water surface, the connecting rope is arranged between the floating body and the seawater cooler, the control rod is arranged at the top of the floating body, the reed is arranged at the top end of the control rod, the grading switch is arranged at the bottom of the water pump, and the height of the floating body ischanged by changing the water surface height, thereby automatically controlling gears.",2018,F03D  80/60
519245064,CN201822195744U,Reinforcing device for offshore wind power steel pipe piles,"The utility model discloses a reinforcing device for an offshore wind power steel pipe pile. The reinforcing device comprises a jacket composed of four supporting legs, four transverse supports, foursets of X inclined supports, four first inclined supports and four second inclined supports. The lower half sections of the four supporting legs are inserted into upper inner holes of the four anchorpiles in a one-to-one correspondence manner, so that annular grouting spaces are formed between the outer walls of the lower half sections of the supporting legs and the inner walls of the upper partsof the anchor piles; the four transverse supports are connected between the lower portions of the upper half sections of every two adjacent supporting legs in a one-to-one correspondence mode. The four groups of X inclined struts are connected between the upper parts of the upper half sections of the two adjacent supporting legs in a one-to-one correspondence manner; the four first inclined struts are connected between the middle parts of the upper half sections of the four anchor piles and the nearest reference pile in a one-to-one correspondence manner; and the four second inclined struts are connected between the middle parts of the upper half sections of the four anchor piles and the test pile in a one-to-one correspondence manner. According to the reinforcing device, the test pile, the reference pile casing and the anchor pile can bear external force such as wind, waves and flow, and the reinforcing device has the advantages of being high in adaptability, safe, reliable and simple in structure.",2018,E02D  27/12; E02D  37/00; E02D   5/64; E02D  27/44
519284819,CN201821583545U,Offshore wind power foundation with multiple built-in piles,"The utility model discloses an offshore wind power foundation with multiple built-in piles. The offshore wind power foundation comprises a cylinder top cover, a first sub-cabin plate, a second sub-cabin plate, a cylinder skirt plate and short piles. The barrel top cover and the barrel skirt plate form a semi-closed cylindrical structure with a downward opening, n first sub-cabin plates are vertically arranged in the middle in the semi-closed cylindrical structure, and the first sub-cabin plates and the barrel top cover form a regular n-polygon cylinder cavity with a downward opening. N second sub-cabin plates are radially arranged on the edges of the cylinder cavity and in the semi-closed cylindrical structure, and n identical and independent semi-closed spaces with downward openings are formed on the outer side of the cylinder cavity by the second sub-cabin plates, the cylinder top cover and the cylinder skirt plate; the n short piles are evenly arranged on the second sub-cabin plate, the top ends of the short piles are connected with the cylinder top cover, and n is larger than or equal to 3.",2018,E02D  27/52; F03D  13/25; F03D  13/20; E02D  27/14; E02D  27/42
519289275,CN201821769225U,Tension leg type floating fan foundation structure,"A tension leg type floating wind turbine foundation structure is connected with a wind turbine generator through a tower frame and comprises at least one stand column, the top end of the stand column is located above the water surface, and the stand column is used for providing buoyancy and stowage; the top ends of the tension legs are located above the water surface, and the tension legs are used for being connected with a seabed anchoring system. The offshore wind turbine foundation is compact in structural arrangement, good in force transmission performance, small in steel consumption, small in wind turbine foundation movement response and convenient for personnel to maintain and berth the wind turbine, can be suitable for sea areas with the water depth ranging from 40 m to 60 m, and can be used for installing high-power offshore generator sets of the 4MW level or above.",2018,B63B  35/44
519290087,CN201821795905U,Wind power tower drum based on stay cable-steel beam self-balancing system,"The utility model discloses a wind power tower based on a stay cable-steel beam self-balancing system, and relates to the technical field of wind power generation. The system comprises a fan, a tower drum, stay cables, connecting beams, stay cable vibration reduction dampers, mass dampers and a foundation. Two ends of the stay cable are respectively anchored on the tower drum and the connecting beam; the connecting beam is connected with the tower drum, and the end part of the connecting beam is connected with the foundation; a fan and a mass damper are arranged at the top of the tower barrel; and the stay cable vibration damper is arranged on the stay cable. According to the tower drum, the bending moment of the tower body is reduced by arranging the stay cables, so that the tower drum mainly bears vertical axial pressure, the strength of materials can be fully utilized, and the section size of the tower drum is reduced. The tower drum is simple in structure and good in vertical and overall stability, and is a brand-new wind power tower drum structure form.",2018,F03D  13/20
519290375,CN201821853620U,Single-pile anti-scouring protection bottom,"The utility model provides a single-pile anti-scour protection bottom based on structured cemented rock blocks. The single-pile anti-scour protection bottom comprises an inverted filter layer, bottom protection rock blocks and cementing materials. Viewed from the plane, the protection bottom is mainly arranged within the range of 1.5-2 times of the diameter of the periphery of the single-pile structure. Seen from the vertical face, the inverted filter layer is filled with the bottom protection rubbles in a throwing mode, the particle size of the rubbles ranges from 15 cm to 30 cm, the throwing and filling thickness is about three times that of the rubbles, gaps between the bottom protection rubbles are partially filled with the liquid cementing material under the protection of the underwater protective agent by means of the dead weight, and finally after the cementing material is hardened, a water-permeable partially-cemented stable anti-scouring structure is formed. Compared with a geotechnical sandbag, the bottom protection structure has better durability, the weight of rock blocks is remarkably reduced compared with rock block bottom protection, the semi-flexible bottom protection formed by partial cementation can adapt to uneven changes of a foundation, meanwhile, construction is convenient, and technical support is provided for construction and development of offshore wind power in China.",2018,E02B  17/00; E02B   3/26; E02D   5/22; E02D  27/12
519326064,CN201822149062U,Offshore wind power cylindrical foundation capable of adjusting fan bending moment load distribution,"The utility model discloses an offshore wind power cylindrical foundation capable of adjusting fan bending moment load distribution. The offshore wind power cylindrical foundation comprises a lower cylindrical structure foundation and an upper transition section structure. The cylindrical structure foundation is of a cylindrical semi-sealed structure which is composed of a steel cylinder and a reinforced concrete top cover and provided with an opening in the lower portion. The transition section structure is composed of a prestress inhaul cable, an anchoring part, a steel supporting arm, a steel sleeve, a steel pipe stand column and an embedded part. The top of the steel pipe column is used for mounting a fan, and the bottom of the steel pipe column is buried in the top cover for firm connection; steel sleeves are arranged at the upper parts of the steel pipe uprights; 3-9 steel support arms are uniformly arranged in the middle of the steel sleeve in the radial direction; an anchoring part is arranged at the tail end of the steel support arm, and an embedded part is arranged in the reinforced concrete top cover under the anchoring part; a prestress inhaul cable is connected between the embedded part and the anchoring part. Fan bending moment load distribution between the steel pipe stand column and the prestress inhaul cable is achieved by adjusting the tension value of the prestress inhaul cable, and therefore stress of the connecting portion of the steel pipe stand column and the reinforced concrete top cover is reduced.",2018,F03D  13/25
519393741,RU20180107596,LARGE ITEMS TRANSPORTATION SYSTEM AND APPLICATION THEREOF,"FIELD: transportation, packaging and storage.SUBSTANCE: invention relates to system (100) for transportation of large objects (2), such as flanges, wherein said transportation system comprises: frame (4) having extensions in vertical direction (X), in transverse direction (Y) and in vertical direction (Z); wherein said frame comprises two lengthwise beams (6, 6') connected to a plurality of pairs of transverse main support bars (8, 8', 10, 10'); wherein said support beams are preferably located on top of said longitudinal beams (6, 6'); said longitudinal beams comprising lower surface (12) and upper surface (14); wherein said transverse base support bars comprise top surfaces (16); wherein the area between two transverse main support beams forms region (18) for arranging said large objects; wherein in area of large objects arrangement (18) free passage is provided in downward direction; wherein lower part of frame (4) has dimensions and locking mechanisms corresponding to cargo container, which allow reliable arrangement and fixation in place of transportation system, on top of freight container.EFFECT: large articles transportation system and its application are disclosed.23 cl, 11 dwg",2016,B65D  85/66; B65D  88/027; B63B  25/004; F03D  13/40; B63B  25/28; B65D  88/12; B60P   7/12; B60P   3/035; B63B  25/002; B65D  90/0073; B65D  90/004; B65D  88/129; B65D  90/006; B65D2590/0058
519493892,TR20190010769T,Bir aÁ?k deniz kulesinin kurulmas?na yˆnelik proses.,"Temel olarak a?a??daki ad?mlar? iÁeren, spesifik bir alt yap? olan bir aÁ?k deniz kulesinin kurulumuna yˆnelik proses: a) temel olarak betondan ¸retilen bir blo?u (1, 1') iÁeren bir temelin kuru ¸retilmesi ve bir milin (2) bir taban kesitinin (25) kuru ¸retilmesi; b) 'ba?lang?Á birimi' olarak adland?r?lan bir birimi olu?turarak sˆz konusu dayanak blo?una sˆz konusu taban kesitinin uygulanmas?; c) sˆz konusu alt yap?n?n kurulum noktas?na sˆz konusu ba?lang?Á biriminin hareket ettirilmesi; ve d) deniz yata??nda dururken sˆz konusu ba?lang?Á biriminin batt??? ?ekilde birinci balast valfi araÁlar?n?n kontroll¸ bir ?ekilde Áal??t?r?lmas?; sˆz konusu alt yap?n?n kurulum noktas?n?n konumland?r?ld??? su k¸tlesine sˆz konusu dayanak blo?unun veya sˆz konusu ba?lang?Á biriminin yerle?tirilmesi.",2011,E02B  17/00; F05B2240/97; F03D  13/20; F05B2230/6102; Y02E  10/727; E02B2017/0091; E02B  17/02; E02B2017/0047; E02B2017/0065; F03D  13/10; E02B  17/025; E02B2017/0039; E02B2017/0082; F05B2240/95; E02B  17/027; F03D  13/22; Y02P  70/523
519495402,TR20180019102T,"A«IK DEN?Z TES?S?, B?R A«IK DEN?Z TES?S?N?N TABANI VE B?R A«IK DEN?Z TES?S?N?N KURULMASINA Y÷NEL?K Y÷NTEM","Taban (2), bir zemin plakas? (3) ¸zerinde d¸zenlenen bir kaideye (4) ve bu kaideyi bir halka ?eklinde Áevreleyen, su bask?n?na maruz b?rak?labilen bir y¸zer gˆvdeye (5) sahiptir, burada, taban, iÁi oyuk bir odac???n su bask?n?na maruz b?rak?lmas? vas?tas?yla bat?r?lmaktad?r. Kaide, taban?n batm?? konumunda su y¸zeyinden (12) d??ar?ya Á?k?nt? yapmaktad?r, burada, kaide ¸zerine, bir aÁ?k deniz tesisi yap?s? monte edilmektedir. Y¸zer gˆvde, halka segmenti formunda ˆnceden ¸retilen parÁalardan (19) meydana gelmektedir ve kaide Áevresinde d¸zenlenen kapal? f?Á? ?eklindeki konteynerlerden olu?maktad?r. Zemin plakas? ¸zerine, direkt olarak bir d?? halka duvar monte edilmektedir. Ayn? zamanda, bir aÁ?k deniz tesisinin yap?land?r?lmas?na yˆnelik bir yˆnteme yˆnelik olarak ba??ms?z bir istem iÁerilmektedir.",2009,E02B2017/0091; E02D  27/18; F05B2240/95; E02B  17/025; E02B2017/0078; E02D  27/425; F03D  13/22; E02B  17/02; E02B2017/0086; E02B  17/00; E02D  27/42; F03D   1/00; F03D  13/20; Y02E  10/727; E02B  17/0017; E02B2017/0065; F03D  13/10
519496238,TR20180020852T,G¸ne? enerjisinden yararlanmaya yˆnelik y¸zer platform.,"Bulu? bir r¸zgar t¸rbini (2) olan bir kule (1) ve hizalaman?n ana uzunlamas?na eksenine paralel iki yatay, e? silindirik y¸zer eleman (3) iÁeren r¸zgar enerjisinden yararlanmaya yˆnelik bir y¸zer platform ile ilgilidir, kule ve y¸zer elemanlar Áubuk yap?lar? ile (5) birbirine ba?lan?r. Y¸zer elemanlar y¸zer elemanlar?n (3) hemen alt?nda yer alan bir stabilizasyon eleman?na (4) ba?lan?r, sˆz konusu stabilizasyon eleman? kat? veya daha hafif, bir Á?k?nt?l? yap?s? olan, y¸zd¸r¸c¸lerin eksenine dik d¸zenlenen ve sˆz konusu y¸zd¸r¸c¸lere yard?mc? yap?lar yard?m?yla ba?lanan, iki b¸y¸k ˆlÁ¸de dikdˆrtgen birinci beton slab (4a) iÁerir.",2015,B63B  35/44; F03D   9/30; F03D   7/0204; F03D   7/02; F05B2240/93; F05B2240/95; F03D   1/04; F03D  13/20; F03D  13/25; Y02E  10/727; B63B2035/446
519541581,CN201822178098U,Wind power tower crossing transferring device,"The utility model discloses a span-crossing transferring device for a wind power tower drum. The method is suitable for span-crossing transfer of the wind power tower; wherein the horizontal support is installed on the top surface of the roller carrier base, and the flatcar devices are located at the bottoms of the two ends, in the length direction, of the roller carrier base respectively. The flatcar device comprises a framework, a first idler wheel and a second idler wheel, wherein rolling center lines of the first rolling wheel and the second rolling wheel are arranged in the width direction of the framework, the length direction of the framework is perpendicular to the length direction of the rolling wheel frame base, the framework is further fixedly connected with the rolling wheel frame base, and the top face of the horizontal support is provided with a downwards-concave arc-shaped bearing face. The wind power tower crossing and transferring device can overcome the limitation of the height of a plant, safely and efficiently completes crossing and transferring of the offshore wind power tower with the ultra-large diameter, and has the advantage of being low in cost.",2018,F03D  13/40; B65G  49/00
519543507,CN201822177955U,Tower drum turnover device,"The utility model discloses a tower drum turnover device which is used for being installed at one end of a tower drum and connected with a pull rope. The tower drum turnover device comprises a turnover device body and a pull buckle part arranged in an outwards-protruding mode. The pull buckle part is located in the middle of the turnover device body and is perpendicular to the turnover device body, a first fixing hole used for being fixedly connected with a pull rope is formed in the pull buckle part, and a second fixing hole used for being matched with a flange hole of a tower drum is formed in the turnover device body. The tower drum turnover device and the tower drum are more convenient to assemble or disassemble, the tower drum turnover device is simple in structure, residual machining waste can be fully utilized for assembly, and the manufacturing cost is saved.",2018,F03D  13/25; F03D  80/00
519551417,CN201920120502U,Vibration attenuation damping cable of overwater wind driven generator tower,"The utility model discloses a vibration attenuation damping cable for a tower drum of an overwater wind driven generator. The technical key points of the utility model are as follows: the device comprises a plurality of sets of damping cable devices which are uniformly distributed around a tower drum and are connected with the tower drum and an underwater anchoring device; the damping cable device comprises a main cable, the upper end of the main cable is sequentially connected with a reset spring device and a damper downwards after bypassing a fixed pulley fixed to the tower wall below the fan blade sweeping face of the wind driven generator, the reset spring device and the damper are fixed to the tower wall, and the lower end of the main cable is fixedly connected with an anchor rod of the underwater anchoring device. According to the utility model, the energy consumption damper is driven to consume the vibration energy of the tower drum by utilizing the vibration displacement between the tower drum and the ground during wind-induced vibration, so that the vibration of the fan tower drum is inhibited.",2019,F03D  80/00; F03D  13/20
519592511,TR20190008277T,Halka biÁimli y¸zer gˆvde.,"Bulu? halka biÁimli y¸zer bir gˆvdeye ili?kin olup, delik biÁiminde merkezi bir aÁ?kl??? vard?r. Y¸zer gˆvdenin ˆzelli?i a?a??daki form¸le uygun olarak ?unlarla yap?land?r?lm?? olmas?d?r: bir y¸zd¸rme y¸zeyi S0, y¸zd¸rme d¸zleminde bir merkezi aÁ?kl?k y¸zeyi S1, bir su kesimi d ve bir k¸tle M: burada, p suyun yo?unlu?u ve Ma y¸zer gˆvdeyle (1) ayn? fazda sal?nan ilave su k¸tlesi olup y¸zer gˆvde k¸tlesinin M 0,45 ila 0,85'ine kar??l?k gelir; bˆylece merkezi aÁ?kl?k (2) iÁindeki su k¸tlesinin dikey sal?n?ml? piston modunun ˆzg¸n periyodu Tpiston, alÁal?p y¸kselen y¸zer gˆvdenin (1) ˆzg¸n periyodunun Ty¸kselme 1,25 ila 1,55 kat? aras?nda kal?r; ˆyle ki suyun iÁinde, alÁal?p y¸kselen y¸zer gˆvdenin (1) ˆzg¸n periyoduna esas itibariyle e?it olan bir kabarma periyoduyla, merkezi aÁ?kl?k (2) iÁinde kabarmaya gˆre ters fazda sal?nan su k¸tlesi taraf?ndan y¸zer gˆvdeye (1) uygulanan dikey kuvvetler, kabarmayla y¸zer gˆvdeye (1) uygulanan dikey tahrik kuvvetlerini hiÁ de?ilse k?smen dengeler.",2012,B63B   1/04; B63B  35/44; B63B2039/067; B63B2241/06; B63B2035/446; B63B2241/08; B63B2241/12; F03D  13/25; F05B2240/93; B63B  39/03; Y02E  10/727; B63B  39/00
519593353,TR20190007703T,Dalga/gelgit & r¸zgar enerjisi dˆn¸?t¸r¸c¸leri.,"Bulu? yatay yˆnelimli bir boylamas?na eksene sahip bir veya daha fazla kanat profilini iÁeren bir enerji tesisat? ile ilgili olup, sˆz edilen profil dˆnebilen bir kald?raÁ kolu ¸zerinde konfig¸re edilir, burada bir destek yap?s? sˆz¸ edilen d¸?ey profilin (1A) onun boylamas?na ekseni Áevresinde dˆnebildi?i ve sˆz¸ edilen kald?raÁ kolunun (2) ve sˆz¸ edilen d¸?ey profilin (1A), sˆz¸ edilen d¸?ey profilin (1A) ¸zerine etkiyen bir partik¸l ak?m? arac?l???yla bir birinci ve bir ikinci yatay konum aras?nda sal?n?m yapabildi?i bir aktar?m sistemini iÁerir ˆyle ki sˆz¸ edilen d¸?ey profilin (1A) bir yatay hareketi elde edilir ve sˆz¸ edilen kald?raÁ kolu (2) arac?l???yla sˆz¸ edilen aktar?m sistemine aktar?l?r.",2014,F03D   5/06; F05B2240/95; F05B2240/301; F03B  13/18; Y02E  10/28; Y02E  10/721; Y02E  10/38; F03B  13/1815; Y02E  10/70; F05B2210/16
519657845,CN201821931381U,Offshore wind power single pile foundation,"According to the offshore wind power single pile foundation, a pile body is inserted into a seabed and fixed, a reinforcing structure is arranged in the pile body, the reinforcing structure is composed of a reinforcing bottom plate and rib plates, the reinforcing bottom plate is transversely fixed in the pile body, and the rib plates are vertically fixed on the reinforcing bottom plate and connected with the inner surface of the pile body. According to the offshore wind power single-pile foundation, the reinforcing structure is arranged in the pile body of the offshore wind power single-pile foundation to improve the strength of the maximum bending moment of the pile body, the bending strength of the pile body is improved through the rib plates, the strength of the offshore wind power single-pile foundation can be effectively improved, and the risk of fatigue damage and fracture of the pile body is reduced; and the height of the soil body in the pile body is reduced through the reinforcing bottom plate, and the compactness of the soil body in the pile body is improved, so that the frictional resistance of the inner side of the pile body is improved, the bearing capacity of the pile body is improved, the buried depth of the foundation is reduced, and the foundation cost can be reduced.",2018,E02D  27/42; E02D  27/12
519669599,CN201822269566U,Packer for wind power pile foundation,"The utility model belongs to the field of offshore wind turbines. The packer for the wind power pile foundation comprises a supporting ring and an elastic and elastically-deformable rubber cylinder, one end of the rubber cylinder is connected to an inner sleeve, the other end of the rubber cylinder is provided with the supporting ring, the outer surface of the supporting ring is coated with a rubber layer, and the rubber layer and the rubber cylinder are of an integrated or split structure. The supporting ring abuts against the inner wall of the steel pile in a sealed mode. The sealing device is arranged between the steel pile and the inner sleeve, meets the sealing requirements of all position states of the steel pile and the inner sleeve, and can bear the weight of all cement on the upper portion.",2018,C08L   9/00; C08K   3/22; C08K   5/09; B29C  39/10; C08K   3/34; C08K   3/36; E02D  27/42; C08K   9/06; C08K  13/06; C08L   7/00
519674721,CN201920164956U,Air flow equalizing device of marine compression condensing unit,"The utility model discloses an air flow equalizing device of a marine compression condensing unit. Air outlet pipe of condenser, one end of the condenser gas outlet pipe is connected with a plurality of gas shunt pipes; the gas shunting pipe is fixedly connected with the condenser gas outlet pipe through a sealant; the middle part of the gas shunting pipe is connected with a supporting snap ring; the support snap ring is bonded with the gas shunt pipe; a clamping block is connected into the supporting clamping ring; according to the device, the air flow of the compression refrigerating unit can be well equalized; a limiting plate and a reset spring are arranged, so that the flow velocity of high-speed flowing gas can be reduced; steam with a gentle flow rate can normally pass through; the rotating wheel type wind power probe rotates under the flowing of steam, the rotating speed of the rotating wheel type wind power probe is observed through the transparent glass tube, the flow choking plate and the adjusting switch are arranged to control the steam flow in the flow dividing tube, the steam flow in each flow dividing tube is equally divided by controlling the steam flow in the tubes, and the gas flow of the tubes is equally divided.",2019,B63B  17/00; B63J   2/12
519685668,TR20190003380T,"AÁ?k denizde y¸zen ve r¸zgar t¸rbinleri, servis istasyonlar? veya konvertˆr istasyonlar?na yˆnelik payanda elemanlar? vas?tas?yla Áapalara ba?lanan ta??y?c? yap?.","Bulu? aÁ?k denizde y¸zen ve r¸zg‚r t¸rbinleri, servis istasyonlar? veya konvertˆr istasyonlar? iÁin payanda elemanlar? vas?tas?yla Áapalara ba?lanan ta??y?c? yap?lar ile ilgilidir. Bunlar ˆzellikle g¸venli ve sabit Áapalanmalar? ile karakterize edilmektedir. Ta??y?c? yap? bunun iÁin su alt?nda d¸zenlenmi? bir birinci bile?ene ve su y¸zeyini kesen ikinci bir bile?ene sahiptir. Ayr?ca birinci bile?en bir Áokgenin kˆ?e noktalar?nda d¸zenlenmi? ve ikinci bile?enin ta??y?c?s? olarak i?lev gˆren bir birinci y¸zd¸rme gˆvdesine ve bunlar? birbiriyle birle?tiren ve boru ?eklinde yap?land?r?lan ikinci bir y¸zd¸rme gˆvdesine sahiptir. Birinci y¸zd¸rme gˆvdesi iÁinde en az iki ikinci y¸zd¸rme gˆvdesini birbirine ba?layan bir d¸?¸m yap?s? ve en az U ?eklindeki olu?turulmu? bir d¸?¸m plakas? d¸zenlenmektedir. D¸?¸m yap?s? e? zamanl? olarak boru ?eklindeki bir ta??y?c? eleman iÁin ta??y?c? ve bˆylece d¸?¸m plakas? ile ba?lant?l? olarak su alt? ta??y?c? yap?n?n kuvvetleri absorbe eden ve ileten bir d¸?¸md¸r. ?kinci bile?en bir ta??y?c? yap? ile r¸zg‚r t¸rbinleri, servis istasyonlar? veya konvertˆr istasyonlar? iÁin ta??y?c? araÁlar vas?tas?yla ba?lanm?? su y¸zeyini kesen boru ?eklindeki ta??y?c? elemanlara sahiptir.",2014,B63B  21/50; F03D  13/20; Y02E  10/727; B63B   1/10; F03D  13/25; F05B2240/93; B63B  21/502; B63B2035/446; F03D  13/22; B63B  35/44; B63B   1/107; E02B2017/0091; F05B2240/95; E02B  17/00
519702009,JP20180114354,?????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,B63B  45/00; B63B   9/00; F03D  13/25; H02S  10/40; F03D   9/11; B63B  27/10; B63B  35/00
519747364,GR20180100110,FLOATING PLATFORM FOR MARITIME SURVEILLANCE AND TELECOMMUNICATIONS,"The invention relates to an arrangement of one at least unmanned autonomous, self-preserved and self-repaired floating platform placed in the sea at precise stable points for surveilling the airspace, the submarine space and the sea surface of a precise sea region. Said platform may be furnished with sensors and surveillance systems such as radar, Lidar, sonar, electro-optic and unmanned means (aerial, UAVs, undersea, UUVs and USVs), an energetic and passive self-protection system and search and rescue equipment. The main use of the platform is the incessant surveillance and timely warning about submarine, sea and air threat for the protection of the telecommunication operation,the maritime space and the coastal, offshore and submarine substructures as well.",2018,G01S2013/0227; B63B  21/50; B63B2022/006; G01S  15/88; B63B  21/502; B63B2035/4433; G01S  13/862; B63B   1/10; F03D  13/25; G01S  13/87; B63B   1/107; F03B  13/12; G01S  13/917; B63B  35/44; G01S  17/88; B63B2035/007; G01S   7/003; G01S  13/865
519883503,CN201821801271U,Small multifunctional marine environment monitoring buoy platform,"The utility model discloses a small multifunctional marine environment monitoring buoy platform. The device comprises a floating platform and a control chamber, a vertical rod is welded in the middle of the floating platform; the top end of the vertical rod is fixedly connected with a wind power monitor; two sides of the top end of the floating platform are fixedly connected with solar panels; a balancing device is fixedly connected to the bottom end in the floating platform, a control chamber is fixedly connected to the bottom end of the floating platform, a processor is fixedly connected to the middle of the bottom end in the control chamber, a signal transceiver is fixedly connected to the control chamber on one side of the processor, and a storage battery is fixedly connected to the control chamber on the other side of the processor. In windy days, the stepping motor drives the gear to rotate, and when the gear rotates, the two oppositely-arranged racks move back to back along the sliding grooves in the installation plate and push the floating block to extend out of the floating table and the floating block to be on the water surface, the contact surface between the device and seawater is increased, buoyancy is provided, and the device is more stable on the sea surface.",2018,B63B  22/00
519893345,CN201822187443U,Stirring type wind power heating solar air source heat pump water heater,"The utility model discloses a stirring type wind power heating solar air source heat pump water heater. The device comprises an expansion water tank, a water supplementing pipe, a heat preservation and storage bucket, a rotating rod, wind power blades, a transmission bearing, an oil bucket for stirring and heating, a stirring impeller, a solar radiation heat collector, a heat collector water outlet pipe, a heat collector water inlet pipe, a heat pump device compression condensation end, a heat pump device compression expansion evaporation end, a Freon pipeline and a hot water outlet. The inner wall of the expansion water tank is fixedly connected with a mounting cylinder, the mounting cylinder is fixedly communicated with the water supplementing pipe, the inner wall of the mounting cylinder is movably sleeved with a floating ball valve, a cavity is formed in the floating ball valve, a drainage hole is formed in the outer wall of the mounting cylinder, and the inner wall, close to the lower end, of the mounting cylinder is movably sleeved with a net plate. The floating ball valve can be effectively positioned, the problem that the floating ball valve cannot work normally due to deviation is solved, the direction of the wind blades can be adjusted according to the wind direction, and the utilization rate of wind energy is well increased.",2018,F03D   9/22; F24S  40/00; F24S  20/40; F03G   6/06; F24S  50/00
519960816,CN201920123845U,"Ocean wind energy, solar energy and wave energy combined power generation device","The utility model discloses an ocean wind energy, solar energy and wave energy combined power generation device. The device comprises a wind power generation mechanism, a solar power generation mechanism and a wave power generation mechanism, the wind power generation mechanism comprises a horizontal placement frame; the utility model discloses a wind turbine unit and a wind energy yawing system.The wind turbine unit can automatically realize yawing according to the wind direction; the solar power generation mechanism comprises a horizontal placement frame, a solar panel group and a solar yawing system; the solar photovoltaic panel is automatically aligned with the sunlight direction; the wave energy power generation mechanism comprises a horizontal placement frame; the wave suspension swing plate set and the sliding guide rail enable the wave suspension swing plate to be located at the wave meeting height all the time, direct current generated by the composite power generation devicecan be converted into alternating current through the DC-AC conversion device to be stored in the storage battery, the application range of the device is wide, and the intelligent degree and the power generation efficiency are high.",2019,H02S  10/10; F03D  13/25; H02J   7/35; F03B  15/00; F03D   7/04; F03D   9/11; H02S  10/12; H02S  20/32; F03B  13/14; H02J   7/32
519966982,ES20180030303,"Procedimiento de construcciÛn de una cimentaciÛn de hormigÛn para estructuras offshore tipo celosÌa, y cimentaciÛn construida con este procedimiento.","Procedimiento de construcciÛn de una cimentaciÛn de hormigÛn para estructuras offshore tipo celosÌa y cimentaciÛn construida con este procedimiento, que tiene como objeto principal de la sustituciÛn de los pilotes utilizados para anclar las estructuras en celosÌa al fondo marino (7), por unos bloques de hormigÛn armado in-situ (1) que confieran la estabilidad necesaria a la estructura en celosÌa (2), eliminando todos los trabajos de pilotaje pero sin realizar ninguna modificaciÛn estructural dicha estructura. Dichos elementos (1) se posicionar·n utilizando plantillas (12). Las ventajas de esta novedosa invenciÛn recaen en la posibilidad de instalarse en cualquier tipo de terreno realiz·ndose una conexiÛn perfecta entre lecho marino y cimentaciÛn gracias al hormigonado in-situ, asÌ como su facilidad constructiva, reducciÛn de emisiones sonoras y de medios auxiliares.",2018,E02D  27/52; E02B  17/00; E04G  21/10; F03D  13/20; F03D  13/25
520082700,PL20140814407T,WAVE/TIDAL&WIND ENERGY CONVERTERS,NULL,2014,F03D   5/06; Y02E  10/28; F03B  13/18; F05B2240/95; F05B2210/16; F05B2240/301; Y02E  10/38; Y02E  10/721; Y02E  10/70; F03B  13/1815
520082816,PL20120705377T,ANNULAR BUOYANT BODY,NULL,2012,B63B2241/08; B63B2241/06; B63B  39/00; F03D  13/25; Y02E  10/727; B63B   1/04; B63B  35/44; B63B  39/03; B63B2035/446; B63B2039/067; B63B2241/12; F05B2240/93
520083399,PL20140784605T,FLUID TRANSPORT SYSTEM WITH AN AUTOMATICALLY RELEASABLE COUPLING AND USE THEREOF,NULL,2014,B63B  27/24; F03D  80/70; F16L  55/1015; F16L  37/28; F05B2260/98; F03D  80/50; F05B2240/95; B63B  27/30
520085028,DK20140746718T,"FREMGANGSM≈DE TIL INSTALLATION AF ET OFFSHORE VINDTURBINET≈RN, MED P∆LEBASEREDE FUNDAMENTER OG UDSTYR TIL IMPLEMENTERING AF FREMGANGSM≈DEN",NULL,2014,F03D  13/22; F05B2230/60; Y02E  10/727; E02D  27/42; E02D  27/50; E02D  27/525; F05B2230/61; F05B2240/95; E02D  27/16; E02D  27/425; F03D  13/10; F03D  13/40; Y02P  70/523; F03D  13/25
520244752,CN201822049368U,Tower drum,"The utility model discloses a tower drum. The tower drum comprises a tower drum foundation and a concrete tower drum arranged on the tower drum foundation, the concrete tower drum comprises a plurality of straight tower drum sections, and in the direction from bottom to top, the transverse size of every two adjacent straight tower drum sections is gradually reduced. The bottom of the top prestressanchoring section is connected to the top of the topmost straight tower barrel section, and the top of the top prestress anchoring section is connected with a wind generating set. A first mounting hole and a second mounting hole are formed in the top prestress anchoring section, the prestress cable is connected with the first mounting hole and the first matching hole, and the opposite-penetratingbolt penetrates through the second mounting hole to be connected with the wind generating set. According to the tower drum disclosed by the utility model, after the tower drum is hoisted, the prestress anchoring conversion structure at the bottom is connected with the prestress anchoring section at the top by the prestress cable.",2018,F03D  13/20
520246158,CN201822049081U,Anchoring tower drum section of concrete tower drum and concrete tower drum,"The utility model discloses an anchoring tower drum section of a concrete tower drum and the concrete tower drum. Wherein the anchoring tower drum section is annular; the cylinder comprises a cylinderwall and an inner convex edge, the inner convex edge is connected with the cylinder wall top; the inner convex edge is formed by inwards extending a part of the inner peripheral wall of the cylinderwall; a plurality of first pre-stressed ducts and a plurality of second pre-stressed ducts are arranged on the anchoring tower drum section; the first prestressed ducts are arranged at intervals in the circumferential direction and are all arranged in the cylinder wall; the first prestressed duct extends upwards from the bottom surface of the cylinder wall to the top surface; the second prestressducts are arranged at intervals in the circumferential direction, at least part of the second prestress ducts are arranged in the inner protruding edge, the lower ends of the second prestress ducts are communicated with the adjacent first prestress ducts to form branches of the first prestress ducts, or the lower ends of the second prestress ducts extend to the bottom face of the cylinder wall andare independent of the first prestress ducts. According to the utility model, the inner convex edge of the anchoring tower drum section can improve the local force bearing performance, and can support the tower crane device to prevent rollover in the hoisting process.",2018,F03D  13/20
520246204,CN201822048909U,Prestress anchoring conversion structure for tower drum construction,"The utility model discloses a prestress anchoring conversion structure for tower drum construction. Wherein the tower drum comprises a tower drum foundation and a concrete tower drum arranged on the tower drum foundation, the prestress anchoring conversion structure comprises an adapter ring, the adapter ring is arranged in the tower drum foundation, the thickness of the adapter ring is not smaller than 150 mm, and a first matching hole and a second matching hole which penetrate through the adapter ring in the thickness direction are formed in the adapter ring; the prestressed cable is connected with the adapter ring through the first matching hole; and the pre-embedded screw rod is connected with the adapter ring through the second matching hole, and the pre-embedded screw rod is locatedat the bottom of the adapter ring. According to the prestress anchoring conversion structure for tower drum construction, an external prestress scheme can be adopted, and the prestress cables are tensioned from the top of the tower drum to the tower drum foundation, so that the tower drum is more stable.",2018,F03D  13/20
520250784,CN201920105911U,Offshore wind turbine generator single-blade installation robot,"The utility model relates to a single-blade installation robot for an offshore wind turbine generator. The device comprises a single-blade mounting manipulator (1) capable of automatically adjusting the posture, a hanging bracket (2) with an active compensation function, and two sets of intelligent cable wind systems (3) mounted at the root of a crane boom (53), wherein the single-blade installation mechanical arm (1) is connected to the crane arm frame (53) through the hanging bracket (2), the intelligent cable wind system (3) is connected with the single-blade installation mechanical arm (1), and the single-blade installation mechanical arm (1) grabs a fan blade (41) to be installed and is installed on a wind turbine generator. Compared with the prior art, full-automatic installation ofthe single blade of the offshore large-scale wind turbine generator can be completed under the conditions that the standing position of the wind turbine installation ship is not changed and a barringgear does not need to be additionally arranged. The method has the advantages of shortening the mounting time, reducing the mounting cost, improving the mounting safety, realizing the mounting of thesingle blade of the offshore wind turbine generator and the like.",2019,B66C  13/08; B66D   1/12; B66D   1/56; F03D  13/25; B66C  13/16; B66C   1/44; B66C  23/74; B66C  13/46; B66C  23/06; B66D   1/46
520312904,DE201920104155U,Tragstruktur insbesondere f¸r On- und/oder Offshore-Windenergieanlagen,"Tragstruktur (1) insbesondere f¸r On- und/oder Offshore-Windenergieanlagen, mit einem ersten im Betrieb unteren Ende (2), welches einem die Tragstruktur aufnehmenden Untergrund zugewandt ist, und einem dem ersten Ende gegen¸berliegend angeordneten zweiten oberen Ende (4), undmehreren sich im Wesentlichen vom unteren zum oberen Ende der Tragstruktur erstreckenden und im Betrieb unter einem Winkel gegen¸ber einer Vertikalen geneigten St¸tzstreben (6, 6'),wobei die St¸tzstreben (6, 6') mehrere bogenfˆrmige, gekr¸mmte Strebenabschnitte (8, 8') aufweisen, undzwei benachbart zueinander angeordnete St¸tzstreben (6, 6') im Bereich ihrer gekr¸mmten Strebenabschnitte (8, 8') mittels wenigstens eines plattenfˆrmigen Verbindungselementes (18, 36, 36') miteinander verbunden sind.",2019,E02D  27/425; E02B  17/0004; E02B  17/027; E02B2017/0078; E02B2017/0091; F03D  13/20; F05B2240/9121; F03D  13/22
520326399,DK20130198089T,Vindenergisystem og fremgangsmÂde til drift af et vindenergisystem,NULL,2013,F03D   7/0224; F05B2270/107; F03D   7/02; F03D   9/00; F03D   9/257; F05B2240/95; Y02E  10/72
520420880,CN201821917583U,Floating offshore wind turbine generator experimental device applying wind wave equivalent device,"The utility model relates to the technical field of ocean engineering, in particular to a floating offshore wind turbine generator experimental device applying a wind wave equivalent device, which comprises an operating system part of a wave equivalent device, an operating system part of a wind equivalent device and an experimental model part. Compared with the prior art, the experimental device does not need to depend on a wave pool and a wind generating device, controls the electric cylinder to apply force to the six-degree-of-freedom platform to simulate motion states under wave loads withdifferent wave heights and periods, solves the problem of high requirements on functions and wind field quality of the wind generating device, and is simple in structure, easy to install, convenient to operate, safe and reliable.",2018,G01M   9/00
520442519,CN201822142079U,Composite cylindrical foundation artificial fishing reef,"The utility model relates to an artificial fishing reef with a composite cylindrical foundation. The utility model aims to provide the artificial fishing reef with the composite barrel-shaped foundation, which is simple in structure, lower in cost and good in stability. The technical scheme of the utility model is as follows: the nursing bed comprises a bed body, the utility model discloses an artificial fishing reef with a composite cylindrical foundation. The method is characterized in that the method is characterized by comprising the following steps; the device comprises a large-diameter thin-wall steel cylinder, a concrete base plate, a concrete cylinder and an artificial fishing reef, wherein the large-diameter thin-wall steel cylinder is vertically fixed on a seabed, the concrete base plate is fixed at the top end of the large-diameter thin-wall steel cylinder and is blocked by the concrete base plate, the concrete cylinder is fixed on the top surface of the concrete base plate,and a plurality of artificial fishing reefs are arranged on the upper surface of the concrete base plate and the peripheral area of the concrete cylinder. The utility model is applicable to the technical field of civil engineering in wind power generation industry.",2018,A01K  61/73; F03D  13/25
520443417,CN201822081854U,Offshore wind energy and wave energy combined power generation system,"The utility model relates to an offshore wind energy and wave energy combined power generation system. The system comprises a fixed supporting structure fixed to the seabed and used for supporting thecombined power generation system; the wind power generation subsystem is fixedly arranged at the top end of the fixed supporting structure and used for converting wind energy into electric energy; and the wave energy power generation subsystem is fixedly arranged at the sea level position of the fixed supporting structure and used for converting wave energy into electric energy. According to theoffshore wind energy and wave energy combined power generation system, complementary utilization of offshore wind energy and wave energy can be achieved, and the comprehensive development and utilization cost is effectively reduced.",2018,F03D   9/25; F03B  13/18; F03D  13/25
520455430,CN201920157464U,Novel dynamic positioning floating type wind power generation equipment,"The utility model discloses novel dynamic positioning floating type wind power generation equipment. Key points of the technical scheme are as follows: the key points are as follows; the utility modeldiscloses novel dynamic positioning floating type wind power generation equipment. Wind turbine system, the device further comprises a semi-submersible base, a power positioning system and an electric energy storage system. The wind driven generator system comprises a wind driven generator set and a supporting rod fixed to the semi-submersible type base. Wherein the upper end face of the supporting rod protrudes out of the water surface and is fixedly connected with a wind generating set, the semi-submersible base comprises a connecting support fixedly connected with the supporting rod and aplurality of buoys which are fixed to the lower end face of the connecting support and provide buoyancy for the connecting support, and the buoys are evenly distributed on the lower end face of the connecting support. The floating wind power generation device has a certain self-propulsion capability, can be conveniently and automatically positioned, and is not limited by water depth.",2019,B63B  35/44
520487270,US201715787973,Pneumatic mechanical power source,"An mechanical power system provides torque without using a heat engine where fossil-fuel engines have conventionally been used, by replacing the fossil-fuel burning engine with a rotary pneumatic motor and feeding pressure-regulated compressed gas to the rotary pneumatic motor. The rotary pneumatic motor can be used anywhere, and requires preferably compressed nitrogen in a non-liquid state. Automotive, marine and electrical generating applications are adaptable, and auxiliary power is available for emergencies where a supply of compressed gas has been exhausted. A screw-type compressor can be electrically powered to supply compressed gas to the pneumatic motor where tanks of compressed gas have been exhausted. An electrical generating power plant includes an array of solar panels for generating direct current (DC) and a DC/AC converter for converting the DC to alternating current (AC) and outputting a portion of the AC via a power plant output port to supply an AC load.",2017,B60L   8/003; B60L  50/30; F02C   6/16; B60K   6/00; B60K  15/03006; B60K  15/063; B60L   8/00; B60L  58/20; F01C  13/00; F03D   9/00; F03G   6/00; Y02E  20/14; Y02E  10/46; Y02T  10/7005; Y02T  10/7066; B60L   1/003; B60L  50/90; B60L2210/30; Y02E  10/725; B60K   1/00; B60K  15/07; B60L2200/26; F03D   9/25; Y02E  60/15; B60K   1/04; B60K   3/04; B60K   1/02; B60L   1/00; F03D   9/007; F03G   6/001; Y02T  10/7077; B60K  15/03; B60L  50/62; Y02E  10/465; Y02E  70/30; B60L2210/40; Y02T  10/6217; Y02T  10/7083; F03D   9/11; Y02T  10/7241
520521226,CN201821715286U,Anti-scouring negative-pressure multi-barrel combined offshore wind turbine foundation combined with artificial fish reef,"An anti-scouring negative-pressure multi-barrel combined offshore wind turbine foundation combined with an artificial fish reef is characterized in that an annular connecting cabin is welded between negative-pressure barrels to form an integral annular structure, an annular top plate and a transition section are arranged at the upper part of each negative-pressure barrel, and a jacket is connectedto the upper part of each transition section; the flow reducing net is composed of a steel pipe frame and a polyethylene net, and the steel pipe frame is welded to the annular connecting cabin and poured together with the annular top plate; wherein the anti-scour mesh grid is of a mesh structure formed by connecting nylon ropes and waste tires, and artificial fish reef groups are arranged on theanti-scour mesh grid and are uniformly distributed and pressed above the anti-scour mesh grid. Negative pressure pumping holes are formed in the negative pressure cylinder top and the annular connecting cabin, penetrate through the annular top plate above and are used for connecting negative pressure pumping equipment. The offshore wind turbine foundation has the advantages that compared with an existing offshore wind turbine foundation form, the construction cost of the offshore wind turbine foundation and artificial fish reefs is reduced, the anti-scouring capacity of the offshore wind turbine foundation is improved, the adverse effect of offshore wind turbines on the marine environment is reduced, and the ecological benefit of an offshore wind power plant is improved.",2018,E02D  27/42; A01K  61/73; A01K  61/78; E02D  27/52
520545301,CN201822001474U,Long-short pile cylinder type foundation suitable for deepwater complex sea area,"The utility model belongs to the technical field of offshore wind power foundations, and discloses a long and short pile cylindrical foundation suitable for deepwater complex sea areas, which comprises a cylindrical structure consisting of a cylindrical top cover and a cylindrical skirt plate, and a plurality of side cabins are arranged in the cylindrical structure; a plurality of short piles areannularly and uniformly arranged in the cylindrical structure, and each short pile is arranged in the corresponding side cabin; the top end of the short pile is flush with the barrel top cover, the barrel top cover is provided with a hole corresponding to the top port of the short pile, and the bottom end of the short pile is basically flush with the barrel skirt plate; a long pile is embedded ineach short pile, the pile top of each long pile is cut off to be flush with the corresponding barrel top cover after the barrel-shaped foundation is in place, and the top ends of the long piles and the top ends of the short piles are sealed and covered together; during construction, a long pile can be driven first and then the barrel-shaped structure is sunk, or the barrel-shaped structure is sunkfirst and then the long pile is driven. The foundation has the advantages of being good in anti-toppling and anti-sliding stability, high in bearing capacity, accurate in construction and installation, capable of improving the installation stability and safety of the cylindrical foundation in deep water complex sea areas, and capable of further expanding the application range of installation of the cylindrical foundation.",2018,E02D  27/14; E02D  27/42; E02D  27/52
520599469,PT20100180856T,WIND TURBINE,NULL,2004,F03D   1/00; F03D  11/04; F03D  13/20; F03D  80/50; H01F  27/085; F03D  80/82; F05B2230/60; Y02E  10/727; F03D  13/22; F05B2260/64; F03D  11/00; F03D  13/10; Y02P  70/523; F05B2240/95; F03D  13/25; F05B2240/14; F03D  80/00; F05B2250/231; F05B2260/20; H01F  27/025
520599765,PT20140801382T,SYSTEM AND METHOD FOR CONTROLLING OFFSHORE FLOATING WIND TURBINE PLATFORMS,NULL,2014,B63B  39/03; B63B  43/06; Y02E  10/727; B63B  13/00; F03D   7/048; Y02E  10/721; F03D   7/02; F03D  13/25; B63B2035/446; B63B   1/107; B63B  22/20; F05B2240/93; Y02E  10/723
520603524,DK20160150926T,Afsalter til havvindm¯lle,NULL,2016,F05B2260/64; F03D  13/25; F05B2260/20; F03D  80/60; F05B2240/95; F05B2260/95; Y02E  10/727
520718461,CN201821463487U,Offshore wind turbine power generation system,"The offshore power generation fan power generation system with the liftable automatic foundation can effectively avoid typhoon attacks, not only comprises a power generation fan in a shallow water area, but also comprises a power generation fan in a deep water area, can utilize wind energy in a diving area and a deep water area at the same time, and is higher in power generation capacity and efficiency. Besides, the power generation fan in the deep sea area of the offshore wind turbine power generation system is located on the float bowl which can be driven by the lifting mechanism to ascend and descend, and the height of the fan can be adjusted according to the wind speed of the current weather so as to meet the working requirements of the wind turbine power generation system. When the weather is severe and the wind power is too strong, the buoy can be driven to descend to reduce the height of the power generation fan, so that the fan is prevented from being overloaded due to too highwind speed, or the fan is prevented from being damaged and overturned due to too high torque borne by the fan main body when encountering typhoon. And meanwhile, when the wind power is insufficient,the height of the power generation fan can be increased by driving the float bowl to ascend, so that higher wind speed is obtained, and the power generation efficiency is improved.",2018,F03D  13/25
520718479,CN201821465039U,Lifting structure of offshore power generation fan,"The utility model aims to provide a lifting structure of an offshore power generation fan, which can automatically lift. The device is suitable for severe sea conditions; the service life of the powergeneration fan is prolonged; the utility model discloses a lifting structure of an offshore power generation fan. The float bowl is driven by the lifting mechanism to ascend and descend, so that thefan can descend in severe weather, the situation that the fan overturns due to the fact that the torque borne by the fan is too large due to the fact that the wind load borne by the fan is too large and the fan body is too high is avoided, and when wind power is insufficient, the fan can be lifted to obtain higher wind speed, and power generation efficiency is improved.",2018,F03D  13/25
520731507,CN201821925037U,Fan tower,"The utility model provides a fan tower. In the prior art, the tensile capacity of a concrete structure is relatively weak; in order to resist the excitation of the wind load to the fan tower, the prestressed steel strands are adopted to anchor the upper end and the lower end of the fan tower, and a vertically downward dead load is applied to the fan tower through the prestressed steel strands, sothat the safety of the supporting structure of the whole fan tower is ensured.",2018,F03D  13/20
520737253,CN201821749487U,Floating photovoltaic and aquaculture composite device combined with offshore wind turbine,"The utility model relates to the technical field of marine resource comprehensive application, in particular to the field of marine wind energy, solar energy and other new energy and the field of marine ranching aquaculture. The utility model aims to solve the problem of high cost of independent development and construction of offshore wind power equipment, offshore photovoltaic equipment and cageculture equipment which are independently constructed in the prior art. According to the floating photovoltaic and aquaculture composite device combined with the offshore wind turbine, an offshore wind turbine supporting structure can be combined, photovoltaic power generation and aquaculture are conducted at the same time, the total cost of construction, production and operation is reduced, andmeanwhile the use efficiency of ocean resources is improved. The technical scheme of the utility model is as follows: the nursing bed comprises a bed body, the device comprises a wind driven generator, the wind driven generator comprises a fan body and a supporting structure, the device further comprises a buoy structure, a photovoltaic power generation device and an aquaculture net cage device, the buoy structure is slidably connected with the supporting structure, the photovoltaic power generation device is arranged above the buoy structure, and the aquaculture net cage device is arranged below the buoy structure.",2018,A01K  61/60; A01K  61/65; A01K  61/80; H02S  10/12; F03D   9/30; F03D  13/25
520743857,CN201822104455U,Ship positioning tubular pile device,"The utility model relates to a ship positioning pipe pile device, which is characterized by comprising an inner pipe, a lifting support and a guide pipe support, the inner pipe is vertically arranged,and the lifting support and the guide pipe support are sequentially sleeved outside the inner pipe from top to bottom; two lifting oil cylinders are vertically arranged between the lifting support and the guide pipe support and arranged at the left end and the right end of the lifting support and the left end and the right end of the guide pipe support respectively. The lifting support and the guide pipe support are each provided with two lifting shafts, and the lifting shafts are horizontally arranged at the symmetrical positions of the left side and the right side of the inner pipe and located on the same vertical plane with the lifting oil cylinders. One end of the lifting oil cylinder is connected with the lifting support through a lifting shaft on the lifting support, and the other end of the lifting oil cylinder is connected with the guide pipe support through a lifting shaft on the guide pipe support. The device has the advantages that the wind power ship is accurately positioned before the wind turbine foundation is installed, the stability of the ship body is improved when the wind turbine foundation is installed, and it is guaranteed that the wind power foundation is accurately and smoothly installed.",2018,B63B  21/50
520877907,CN201822209474U,Floating offshore wind turbine and cage culture integrated device,"The utility model belongs to the technical field of ocean engineering and fishery breeding. The utility model discloses a floating offshore wind turbine and cage culture integrated device. The semi-submersible type floating platform comprises a floating type offshore wind turbine part and a net cage part, the problem that the floating type offshore wind turbine conflicts with the land of the aquatic product breeding industry can be well solved, meanwhile, the semi-submersible type floating platform can be better utilized, resources are reasonably and comprehensively utilized, and therefore thepurpose of reducing cost is achieved. In addition, the floating offshore wind turbine adopts a vertical axis wind turbine, so that the influence of noise on the ecological environment, particularly cultured aquatic products, can be reduced to the minimum. The device has the main characteristics that the whole device is simple in structure, easy to install, convenient to operate, safe and reliable, the problem of land shortage in offshore areas is solved, and the cost is saved.",2018,A01K  61/60; F03D  13/25; F03D   3/06; F03D   9/25
520941630,ES20130775201T,Plataforma de turbina eÛlica flotante y mÈtodo de montaje,"Una plataforma (510) de turbina eÛlica semisumergible capaz de flotar en un cuerpo de agua y soportar una turbina (516) eÛlica sobre una columna central vertical, la plataforma (510) de turbina eÛlica que comprende una base (514) y una torre (512) compuesta montada en la base (514), en donde la base (514) est· configurada para ser semisumergible, de manera que una porciÛn de la base (514) est· sobre el agua cuando la base (514) est· flotando en un cuerpo de agua, la base (514) que incluye: una columna (522) central vertical; tres o m·s columnas (524) exteriores verticales separadas radialmente de la columna (522) central; una viga (521) inferior que se extiende sustancialmente horizontal entre una porciÛn inferior de cada columna (524) exterior y una porciÛn inferior de la columna (522) central; y una viga (526) superior que se extiende sustancialmente horizontal entre una porciÛn superior de cada columna (524) exterior y una porciÛn superior de la columna (522) central; en donde las vigas (521) inferiores est·n conectadas a la columna (522) central con una piedra angular (532) inferior en la columna (522) central, con la piedra (532) angular inferior que tiene caras (623) de conexiÛn circunferencialmente separadas para la conexiÛn de las vigas (521) inferiores a la piedra (532) angular inferior; en donde las vigas (521) inferiores son miembros de hormigÛn pretensado e incluyen refuerzos (621R)post-tensados, causando la previa compresiÛn en el hormigÛn de las vigas inferiores en la direcciÛn radial entre las columnas (524) exteriores y la columna (522) central, y los refuerzos (621R) de post-tensado est·n anclados en la piedra (532) angular inferior; en donde la columna (522) central y las columnas (524) exteriores est·n hechas de hormigÛn y son flotantes con suficiente flotabilidad para ayudar a sostener la torre (512) compuesta; y en donde las columnas exteriores (524) no est·n conectadas entre sÌ por miembros estructurales perimetrales.",2013,B63B  21/50; B63B   1/04; B63B   1/10; B63B   1/107; B63B  35/44; B63B2001/044; E02B2017/0091; F05B2240/93; B63B   5/20; B63B2035/446; F05B2240/95; B63B2001/126; F03D  13/22; Y02E  10/727; B63B   1/125; B63B2001/128; E02B  17/00; E02D  27/52; B63B   1/12; B63B   5/22; F03D  13/20; B63B   5/14
520989257,ES20140784605T,Sistema de transporte de fluido con un acoplamiento de liberaciÛn autom·tica y uso del mismo,"Un procedimiento para cambiar el aceite de una caja de engranajes en una gÛndola de un generador de turbina eÛlica con un sistema para el transporte de fluido, comprendiendo el sistema un colector (28) y un mecanismo umbilical, teniendo el mecanismo umbilical un primer extremo unido al colector; teniendo el colector medios (12, 13, 14) para conectarse a un polipasto para levantar el colector (28) junto con el primer extremo del mecanismo umbilical antes de la conexiÛn a la caja de engranajes para el intercambio de fluido; el colector (28) comprende una parte superior del colector (28A) y una parte inferior del colector (28B) conectadas mutuamente por un acoplamiento autom·tico liberable (2); estando configurado el acoplamiento (2) para causar la liberaciÛn controlada y autom·tica de la parte inferior del colector (28B) de la parte superior del colector (28A) si una fuerza para separar las dos partes del colector (28A, 28B) excede un primer lÌmite predeterminado controlado; donde el sistema comprende un mecanismo umbilical, comprendiendo el mecanismo umbilical una manguera (3) para el transporte de aceite; teniendo el mecanismo umbilical su primer extremo fijado a la parte inferior del colector (2B) para levantarse con el colector (28) cuando la parte inferior del colector (28B) est· conectada a la parte superior del colector (28A) y para ser liberada de la parte superior del colector (28A) junto con la parte inferior del colector (28B); donde las partes superior e inferior del colector (28A, 28B) est·n interconectadas por una lÌnea de freno (7), donde la lÌnea de freno (7) est· configurada para moverse a travÈs de una disposiciÛn de amortiguaciÛn de velocidad (6) para limitar la velocidad de la lÌnea de freno (7) a un valor de velocidad predeterminado durante la separaciÛn de la parte inferior del colector (28B) de la parte superior del colector (28A) para limitar asÌ la velocidad de dicha separaciÛn y evitar una caÌda libre, donde el procedimiento comprende levantar el colector (28) con un polipasto a la gÛndola mientras la parte inferior del colector (28B) est· conectada a la parte superior del colector (28A), conectando la manguera (3) a la caja de engranajes y cambiando el aceite de la caja de engranajes a travÈs de la manguera.",2014,B63B  27/30; F03D  80/50; F05B2260/98; F05B2240/95; B63B  27/24; F16L  55/1015; F16L  37/28; F03D  80/70
520989259,ES20140847463T,Sistema de soporte de turbina eÛlica flotante,"Una plataforma (10) de turbina eÛlica semisumergible capaz de flotar en una masa de agua y soportar una turbina (16) eÛlica, la plataforma (10) de turbina eÛlica semisumergible que comprende: una piedra (24) angular; al menos tres vigas (22) inferiores que se extienden radialmente hacia afuera de la piedra (24) angular, teniendo cada viga (22) inferior una pared (22a) superior, una pared (22c) inferior y paredes (22d) laterales opuestas, definiendo las paredes una c·mara (46) hueca dentro de cada viga inferior, definiendo cada viga inferior un miembro flotante; una columna (26) central que se extiende perpendicularmente a partir de una superficie superior de la piedra (24) angular, un primer extremo axial de la columna central unido a la piedra (24) angular, la columna central configurada para tener una torre (14) unida a un segundo extremo axial de la misma; columnas (28) exteriores, una de las cuales se extiende perpendicularmente a partir de una superficie (22a) superior de cada viga (22) inferior, primeros extremos axiales de las columnas (28) exteriores unidas a un extremo distal de cada viga (22) inferior; y vigas (30) superiores, una de las cuales se extiende entre un segundo extremo axial de cada columna (28) exterior y un segundo extremo axial de la columna (26) central, caracterizada porque las vigas (30) superiores son miembros cargados sustancialmente de manera axial que se extienden de manera sustancialmente horizontal entre el segundo extremo axial de la columna (26) central y el segundo extremo axial de cada columna (28) exterior, est·n configurados sustancialmente para no resistir el momento de flexiÛn de una base de una torre (14) unida a la columna (26) central y adem·s est·n configurados para recibir y aplicar fuerzas de tracciÛn y compresiÛn entre la columna (26) central y las columnas (28) exteriores.",2014,B63B   5/20; B63B  21/50; E02B  17/027; F03D  13/20; F03D  13/25; Y02E  10/727; B63B   1/107; B63B  22/20; B63B  35/44; E02B2017/0091; B63B  39/03; B63B  43/06; B63B  75/00; F03D   9/00; Y02E  10/725; F03D   7/043; F03D  13/22; F05B2240/93; F03D   1/06; B63B   5/18; B63B   9/06; B63B2001/128; B63B2035/446; F03D  13/10; Y02E  10/721; B63B   1/125
520993224,PL20040730134T,WIND POWER STATION,NULL,2004,B63B  35/44; Y02B  10/30; F03D  13/25; F05B2240/93; F03D  11/04; Y02E  10/727; B63B  35/4406; E02B2017/0091; F05B2240/95
521081123,CN201821627875U,Internal sealing type offshore wind turbine single-pile foundation,"The utility model provides an internal sealing type offshore wind turbine single-pile foundation. A sealing ring is arranged on the outer circumference of a bolt part between an annular plate and an inner platform plate; therefore, a gap between the bolt and the bolt hole is sealed; bad gas, located below the inner platform plate, in the steel pipe pile is prevented from penetrating through the bolt holes and diffusing into the tower barrel; besides, a circle of sealing rubber can be arranged on the contact surface of the inner platform plate and the annular plate and located on the inner sideof the circumference defined by the bolts; a circle of sealing rubber can also be arranged on the contact face of the inner platform plate and the annular plate and located on the outer side of the circumference defined by the bolts. Or a circle of sealing rubber is arranged at the same time, so that bad gas, located below the inner platform plate, in the steel pipe pile is prevented from penetrating through a gap where the inner platform plate makes contact with the annular plate, the body health of fan maintainers is prevented from being harmed, electrical equipment in the fan is preventedfrom being corroded and damaged, and the fan foundation and fan operation reliability is improved.",2018,E02D  27/42; E02D  27/12
521119636,CN201822015249U,Inserted offshore wind power jacket foundation with stable pile sleeve,"The utility model discloses an inserted offshore wind power jacket foundation with a stable pile sleeve. According to the whole scheme, the jacket is mainly composed of a jacket body, a plurality of pile stabilizing sleeves and a plurality of supporting legs in a matched mode, the supporting legs are perpendicularly arranged at the bottom end of the jacket body, and the pile stabilizing sleeves are arranged on the jacket body and located on the same circumference as the supporting legs. According to the offshore wind power deepwater jacket foundation scheme provided by the utility model, the reliability of the jacket foundation is ensured by adopting an interpolation mode, meanwhile, the jacket foundation is provided with the pile stabilizing sleeve, and a post-pile method is innovativelyadopted for construction, so that the pile sinking precision of a steel pipe pile is ensured, and the construction difficulty and the construction cost are reduced.",2018,E02D  27/42
521136127,CN201920056334U,Flag sail type fluid power wheel and ocean kinetic energy power generation equipment using power wheel,"The utility model relates to a flag sail type fluid power wheel and ocean kinetic energy power generation equipment using the power wheel. The flag sail type hydrodynamic wheel comprises a rotating shaft used for being connected with an input shaft of a generator. A plurality of sail frames are arranged on the rotating shaft at equal intervals around the axis of the rotating shaft, canvas capableof swinging along with wind is arranged on each sail frame, a plurality of ribs allowing the canvas to be attached are arranged in the sail frames, or a plurality of ribs used for flattening the canvas are arranged on the canvas, and blocking strips used for blocking the canvas are further arranged in the sail frames when the ribs are arranged on the canvas. Blade compared with the existing blade,the shape of the canvas is changed due to different magnitudes of received wind power/ocean current, the damage degree of the canvas is small under strong wind power/ocean current, in addition, underthe condition of strong wind power/ocean current, the canvas can be rolled up through a motor or manpower, strong ocean wind/ocean current penetrates through the canvas frame, downwind/downflow torque is not generated, and the canvas frame and the canvas are protected.",2019,F03B  13/18; F03B  13/26; F03D   7/06; F03D   3/06; F03D  13/25; F03D   9/25
521136139,CN201920056302U,Ocean kinetic energy power generation equipment and wave power generation mechanism thereof,"The utility model relates to ocean kinetic energy power generation equipment and a wave power generation mechanism thereof. The ocean kinetic energy power generation equipment comprises a generator, awave power generation mechanism, a wind power generation mechanism arranged above the wave power generation mechanism and an ocean current power generation mechanism arranged below the wave power generation mechanism. The wave power generation mechanism comprises a main body, a floating body and a whole-direction speed change mechanism used for connecting the main body and the floating body. An input shaft of the steering speed change mechanism is connected with the floating body, the body is used for being connected with the seabed through a fixing anchor, an input shaft of the generator isconnected with a power generation equipment spindle penetrating through the body, and an output shaft of the steering speed change mechanism, a rotating shaft of the wind power generation mechanism and a rotating shaft of the ocean current power generation mechanism are in transmission connection with the power generation equipment spindle. Compared with the prior art, on the basis of not wastingtidal energy and wave energy, the main shaft of the power generation equipment drives the generator input shaft to rotate unidirectionally, equipment cost is saved, the comprehensive utilization rateof ocean energy is high, and the power generation effect is remarkable.",2019,F03D   7/06; F03D   3/06; F03D  13/25; F03B  13/18; F03B  13/26; F03D   9/25
521183745,PL20070008467T,Foundation for an offshore wind farm with at least one sea cable feedthrough,NULL,2007,E02D  27/42; F03D   1/00; B63B  21/00; F03D  11/00; H02G   1/10; H02G   3/22; E02B  17/00; F03D  13/25; E02B2017/0095; F03D  11/04; F05B2240/95; E02D  27/52; F03D  80/00; Y02E  10/727; F03D  13/22; H02G   9/02
521206569,PL20090700379T,"FLOATING FOUNDATION SUPPORTING FRAMEWORK WITH BUOYANCY COMPONENTS, HAVING AN OPEN-RELIEF DESIGN",NULL,2009,B63B   1/107; E02B  17/0004; F05B2240/95; B63B2231/64; Y02E  10/727; B63B   5/14; F03D  13/22; F05B2240/93; B63B   3/14; B63B  21/502; B63B  35/44; B63B2001/128; B63B2231/04; E02B2017/0091; F03D  13/25; B63B  21/29; B63B2035/446; B63B2231/52
521207614,PL20060701029T,LIFTING DEVICE FOR A WIND TURBINE GENERATOR,NULL,2006,B66C   1/108; E02B2017/0091; F05B2240/95; F03D   1/00; Y02E  10/726; B66C  23/185; B66C   1/42; Y02E  10/727; B66C  23/52; B66C   1/425; F03D  13/10; F03D  13/40
521257534,DK20150856048T,Forbindelsessystem til kabelrÊkker til frakoblelige offshore-energianordninger,NULL,2015,B63B  22/00; B63B2035/446; B63B  22/18; F03D   9/25; B63B  35/44; B63B  22/04; F05B2240/93; B63B2035/4433; F03D  13/25; F03D  80/50; Y02E  10/725; B63B   1/107; B63B2039/067; F03D   9/257
521257577,DK20120848777T,FORAKRINGSANORDNING OG FREMGANGSM≈DE TIL AT FORANKRE OG FJERNE FORANKRINGEN AF EN FLYDBAR ENHED I VAND,NULL,2012,B63B  35/44; F05B2240/93; B63B  21/50; F03D  13/25; Y02E  10/727; B63B2021/505; B63B2035/446; F05B2240/95; B63B  21/44; B63B2021/501
521301753,CN201821748746U,"Offshore wind power, photovoltaic power generation and cage culture integrated system","The utility model provides an offshore wind power, photovoltaic power generation and cage culture integrated system in order to solve the problem that in the prior art, the cost is high when offshorewind power equipment, offshore photovoltaic equipment and cage culture equipment are independently constructed. The system comprises a plurality of wind power generation devices, and each wind power generation device comprises blades, a cabin, a tower drum and an anchoring foundation. The system is characterized in that buoy structures are arranged between the wind power generation devices, photovoltaic power generation devices are arranged above the buoy structures, and aquaculture net cage devices are arranged below the buoy structures. According to the utility model, offshore wind power hasphotovoltaic power generation and aquaculture functions, so that the total cost of construction, production and operation of photovoltaic power generation engineering and aquaculture net cage engineering is reduced; the photovoltaic power generation device and the aquaculture net cage device can freely move up and down along with the sea surface to resist a certain degree of sea waves and guarantee structural safety and stability.",2018,A01K  61/60; B63B  21/50; A01K  61/65; B63B  35/44
521312897,CN201920026477U,Offshore wind power direct-current grid-connected system,"The utility model discloses an offshore wind power DC grid-connected system. The offshore wind power DC grid-connected system comprises a boost connection transformer, a bus bar, a voltage source typeconverter and auxiliary equipment thereof. Wherein the boosting connection transformer and the bus bar are located on the offshore platform alternating-current part, the voltage source type converteris located on the offshore platform direct-current part, and the offshore platform alternating-current part is connected with the offshore platform direct-current part through a gallery bridge. According to the technical scheme, the compact boosting connection transformer is used for replacing an alternating-current boosting transformer and a converter transformer, the occupied area of equipmentis reduced, and the platform manufacturing cost and the construction cost are saved; the access system impedance is reduced, and the fan access stability is improved; the personnel living and workingarea is arranged on the direct current part, and an isolation measure is set between the personnel living and working area and the oil-containing alternating current part, so that better safety is achieved; the platform is divided into an alternating-current part and a direct-current part, and manufacturing cost and offshore construction difficulty are reduced.",2019,H02J   3/38
521314369,CN201920055188U,Pile foundation for wind power,"The utility model discloses a pile foundation for wind power. Including a transition post, the surface of the transition column is slidably connected with a sliding cylinder. And the surface of the sliding cylinder is sleeved with a buoyancy drag reduction sleeve, connecting holes are formed in the top and the bottom of the buoyancy drag reduction sleeve correspondingly, an arc-shaped baffle located on the right side of the sliding cylinder is vertically and fixedly connected to the interior of the buoyancy drag reduction sleeve, and a fixing plate located on the left side of the sliding cylinder is vertically and fixedly connected to the interior of the buoyancy drag reduction sleeve. According to the utility model, the buffer mechanism I is used for weakening and buffering the impact force borne by the buoyancy drag reduction sleeve; meanwhile, impact force borne by the top and the bottom of the buoyancy drag reduction sleeve is buffered through the second buffering mechanism; therefore, the anti-drag device has the advantage that buffering can be conducted when the anti-drag device is impacted, the problems that an existing anti-drag device is not provided with a certain buffering mechanism, and when the beating strength of seawater is large, a transition column still needs to directly bear small horizontal loads are solved, and the anti-drag device is convenient to use forpeople.",2019,E02D  27/42; E02D  27/52
521338811,PT20130152254T,WIND TURBINE GENERATOR AND OPERATION METHOD FOR THE SAME,NULL,2013,F03D  17/00; F03D  13/25; F03D   7/04; F05B2270/8042; F05B2240/93; F05B2240/95; F05B2270/32; Y02E  10/723; Y02E  10/721; F03D   7/042
521410063,CN201920181545U,Prefabricated bionic grass anti-scouring unit and anti-scouring system,"The utility model is suitable for anti-scour treatment of the bottom of an offshore wind power pile foundation, and particularly relates to a prefabricated bionic grass anti-scour unit and an anti-scour system. The prefabricated bionic grass anti-scouring unit comprises a unit steel frame, a bottom pad, a bionic grass fixing net and bionic grass, wherein the bionic grass is fixed on the bionic grass fixing net, the bottom mat is located below the bionic grass fixing net and is a water-permeable base mat, the bottom mat and the bionic grass fixing net are both fixed on the corresponding unit steel frames, and the inner circumferences of the unit steel frames are arc surfaces, and meanwhile, the utility model relates to an anti-scouring system with the anti-scouring unit. Compared with a traditional carpet type bionic grass laying mode, the bionic grass laying device has the advantages of being convenient and safe to construct and high in efficiency, takes effect quickly on treatment ofseabed scouring, is long in service life, and can achieve the effect of protecting the seabed plane against scouring for a long time.",2019,E02D  27/12; E02D  31/00; E02D  27/52; E02D  31/06
521410093,CN201920177574U,Main and auxiliary negative pressure cylinder type offshore wind power foundation and assembling and installing system of main and auxiliary negative pressure cylinder type offshore wind power foundation,"The utility model discloses a main and auxiliary negative pressure cylinder type offshore wind power foundation and an assembling and installing system thereof. The wind power foundation comprises a main negative pressure cylinder used for installing a wind power tower cylinder. The auxiliary negative pressure cylinders are arranged around the main negative pressure cylinder; wherein the main negative pressure cylinder and the auxiliary negative pressure cylinders are vertically arranged, the bottom faces of the main negative pressure cylinder and the auxiliary negative pressure cylinders areopen, the number of the auxiliary negative pressure cylinders is larger than or equal to 3, the main negative pressure cylinder is in rigid connection with the auxiliary negative pressure cylinders through connecting parts, and the main negative pressure cylinder and the auxiliary negative pressure cylinders are provided with preset lifting points used for being connected with lifting hooks. The wind power foundation can meet the load requirement in the operation process of a draught fan, leveling can be achieved easily during installation, the wind power foundation sinks in a balanced and stable mode, the construction difficulty of the wind power foundation in the construction stage can be reduced, and the construction cost can be reduced.",2019,E02D  27/44; E02D  27/42
521410291,CN201920177571U,Combined offshore wind power foundation and assembling and installing system thereof,"The utility model discloses a combined offshore wind power foundation and an assembling and installing system thereof. The wind power foundation comprises a negative pressure cylinder set unit and a plurality of steel pipe piles. The negative pressure cylinder set unit comprises a main negative pressure cylinder used for installing a wind power tower cylinder. The auxiliary negative pressure cylinders are arranged around the main negative pressure cylinder; the main negative pressure cylinder and the auxiliary negative pressure cylinder are vertically arranged, and the bottom faces of the cylinders are open. The number of the auxiliary negative pressure cylinders is larger than or equal to 3, the main negative pressure cylinder is in rigid connection with the auxiliary negative pressure cylinders through connecting parts, the top faces of the auxiliary negative pressure cylinders are annular, vertical through holes are formed in the central axes of the auxiliary negative pressure cylinders, the steel pipe piles are sleeved with the vertical through holes, and the steel pipe piles and the auxiliary negative pressure cylinders are arranged in a one-to-one correspondence mode. The wind power foundation can better meet the load requirement in the fan operation process, leveling is easy, the wind power foundation sinks in a balanced and stable mode, the installation perpendicularityof the wind power foundation is kept, the construction difficulty of the wind power foundation in the construction stage can be reduced, and the construction cost is reduced.",2019,E02D  27/44; E02D  27/42; E02D  13/00; E02D  27/12
521500754,CN201920180931U,???????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,E02B  17/00; F03D   9/25; F03D  13/25
521558095,CN201822187720U,??????????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,F03D  13/25; F03D   9/25; F03B  13/18
521560604,CN201920112801U,??????????????,??????????????????????????????????????????????TLP?????????????????????????????????????????????????????TLP???????????????????????????????????????????????????????TLP????????????????????????????????????????????????????????????????????????????,2019,F03D  13/25; F03B  13/14; F03D   9/25; F03B  11/00
521654112,PT20150864137T,FLOATING PLATFORM FOR HARNESSING WIND ENERGY,NULL,2015,B63B  35/44; F05B2240/93; B63B2035/446; F05B2240/95; F03D   9/30; F03D   7/02; F03D   7/0204; F03D  13/20; F03D  13/25; F03D   1/04; Y02E  10/727
521757999,NL20181042844,Assembly with a pipe connection comprising ring contact surfaces,"Structural assembly, comprising a lower pile having an upper end and a superstructure having a lower end, said upper end and said lower end fit inside each other and are being connected to each other at ring contact surfaces, characterized in that at the top and at the bottom of the connection ring contact surfaces are provided by attachment of plate material at the inside of the outer tube or by attachment of plate material at the outside of the inner tube, or by attachment of plate material at the inside of the outer tube and at the outside of the inner tube.",2018,E04H  12/342; F03D  13/25; E02B  17/027; E02B  17/02; E02B2017/0091; F16B   7/02; F16B   7/04; E02B  17/00; F05B2230/604; E02B2017/0065; F03D  13/10; E04H  12/08
521887732,PT20140792478T,"SUPPORT STRUCTURE FLOATING IN THE OPEN SEA AND CONNECTED TO ANCHORS BY BRACING MEANS, FOR WIND TURBINES, SERVICE STATIONS, OR CONVERTER STATIONS",NULL,2014,B63B   1/107; E02B  17/00; F05B2240/95; B63B  21/50; B63B   1/10; B63B2035/446; F03D  13/20; F03D  13/25; F03D  13/22; F05B2240/93; Y02E  10/727; B63B  21/502; B63B  35/44; E02B2017/0091
521887899,PT20140719046T,OFFSHORE WIND TURBINE ON A FLOATING MOUNT COMPRISING A COMBINATION OF SHOCK-ABSORBING MEANS,NULL,2014,B63B  39/06; B63B2039/067; F03D   3/005; F03D  13/20; B63B2001/044; F03D  13/25; F05B2240/93; Y02E  10/727; B63B2035/446; F03D   1/06; Y02E  10/721; B63B   1/048; B63B  35/44
521915774,KR20180073453,WIND POWER GENERATOR OF FIXING ON WATER,"? ??? ?? ??? ?? ???????, ??? ??? ??? ???? ??? ??? ??? ???? ??; ??? ??? ?? ???? ????, ??? ??? ??? ??? ? ?? ??; ? ??? ??? ???? ??? ? ?? ????????? ???? ??? ?? ???? ??? ????, ??? ?? ??? ?????? ?? ????? ? ?? ???;? ????. ?? ???, ???? ??? ??? ?? ??? ?????? ?? ??????? ????????? ???? ??? ? ??.",2018,F03D   9/11; F03D  13/20; F03D  13/25
521986785,ES20120705377T,Cuerpo flotante anular,"Cuerpo flotante anular (1) que consta de una abertura central (2) en pozos, caracterizado por que est· configurado con una superficie de flotaciÛn S0, una superficie S1 de la abertura central en un plano de flotaciÛn, un calado de agua d y una masa M, seg˙n la fÛrmula:**FÛrmula** en donde p es una densidad del agua y Ma una masa de agua agregada que oscila en fase con el cuerpo flotante (1) y que corresponde a entre 0,45 y 0,85 veces la masa M del cuerpo flotante, de modo que un perÌodo apropiado TpistÛn de un modo de pistÛn de oscilaciÛn vertical de dicha masa de agua en la abertura central (2) sea entre 1,25 y 1,55 veces un perÌodo propio TtirÛn del cuerpo flotante (1) en levantamiento, para que, en el agua, con un oleaje de un perÌodo sustancialmente igual a un perÌodo propio del cuerpo flotante (1) en movimiento de levantamiento, fuerzas verticales ejercidas sobre el cuerpo flotante (1) por una masa de agua que oscila en la abertura central (2) en oposiciÛn de fase en relaciÛn con el oleaje, compensen al menos parcialmente unas fuerzas excitadoras verticales ejercidas sobre el cuerpo flotante (1) por el oleaje.",2012,B63B2241/08; B63B  39/03; B63B2039/067; Y02E  10/727; B63B  35/44; B63B2241/06; B63B2241/12; F05B2240/93; B63B  39/00; B63B   1/04; F03D  13/25; B63B2035/446
521986875,ES20190000111U,Sistema de flotaciÛn y amarre o anclaje de los aerogeneradores en el mar,"1. Sistema de amarre o anclaje de los captadores eÛlicos en el mar, del tipo que utiliza flotadores para su soporte, consiste en uno o m·s flotadores amarrados a unos bloques o anclados mediante anclas, clavos o bloques de hormigÛn en el fondo del mar con uno o m·s cables, los cuales por la acciÛn del viento y la corriente de agua se direccionan constante y autom·ticamente a modo de veletas, sobre dichos flotadores se colocan los aerogeneradores de turbinas de eje horizontal, cuyos ejes accionan generadores elÈctricos, compresores dc aire o bombas hidr·ulicas.",2019,F03D   1/00; E02B  17/00; B63B  21/50; B63B  35/44
521987127,PT20100756396T,"FLOATING, ANCHORED INSTALLATION FOR ENERGY PRODUCTION",NULL,2010,F05B2240/93; Y02E  10/72; F03D   1/02; Y02E  10/727; F03D  13/20; F03D  13/25; B63B   1/107; B63B2035/446; B63B  39/005; B63B2001/128; F03B  13/187; F03D   9/008; Y02E  10/38
521999010,ES20140814407T,Convertidores de energÌa eÛlica y mareomotriz/undimotriz,"Una instalaciÛn de energÌa que comprende uno o m·s perfiles aerodin·micos que tienen un eje longitudinal orientado verticalmente, estando configurado dicho perfil sobre un brazo de palanca que puede rotar, una estructura de soporte que comprende un sistema de transmisiÛn donde dicho perfil vertical (1A) puede rotar alrededor de su eje longitudinal y en este dicho brazo de palanca (2) y dicho perfil vertical (1A) puede oscilar entre una primera y una segunda posiciÛn horizontal por medio de un flujo de partÌculas que act˙a sobre dicho perfil vertical (1A) de manera que se logra un movimiento horizontal de dicho perfil vertical (1A) y se transmite a dicho sistema de transmisiÛn mediante dicho brazo de palanca (2), caracterizada porque dicho brazo de palanca (2) puede bascular en una direcciÛn vertical y porque uno o m·s perfiles aerodin·micos (1B) que tienen un eje longitudinal orientado horizontalmente se configuran sobre dicho perfil vertical (1A), pudiendo dicho perfil horizontal (1B) rotar alrededor su eje longitudinal y porque dicho perfil horizontal (1B) puede oscilar entre una primera y una segunda posiciÛn vertical por medio de un flujo de partÌculas que act˙a sobre dicho perfil horizontal (1B) de manera que un movimiento vertical de dicho perfil horizontal (1B) se logra y se transmite a dicho sistema de transmisiÛn mediante dicho brazo de palanca (2).",2014,Y02E  10/28; F03D   5/06; Y02E  10/70; F03B  13/18; F05B2240/95; F03B  13/1815; F05B2210/16; F05B2240/301; Y02E  10/38; Y02E  10/721
522071174,PT20130701901T,COORDINATED CONTROL OF A FLOATING WIND TURBINE,NULL,2013,F03D   7/02; F03D   7/04
522071289,PT20160708738T,HYDRO-PNEUMATIC ENERGY STORAGE SYSTEM,NULL,2016,F05B2240/95; Y02E  10/725; F03B  13/10; F03D   9/008; F03D  13/25; Y02E  60/17; F03B  13/06; F05B2240/93; F05B2240/40; Y02E  10/38; F03B  13/264; F03D   9/255; F03D   9/17; F03D   9/28; F15B   1/033; Y02E  10/22; Y02E  10/727; Y02E  60/15
522189935,CN201920406358U,?????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D  13/25
522190509,CN201920422731U,????????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D   3/06; F03D   9/11; B63B  35/44; F03D   7/06; H02S  10/12; F03D  80/30; F03D  13/25
522231947,DK20150816655T,VINDMÿLLEVINGEH≈NDTERING OMBORD P≈ ET SKIB,NULL,2015,B63B  25/28; Y02P  70/523; B63B  35/00; F03D  13/40; F05B2260/02; B63B  25/002; F05B2230/6102; Y02E  10/727; B63B  25/00; F05B2240/95; B63B  35/003; Y02E  10/721
522244348,KR20180059780,OFFSHORE WIND POWER GENERATOR,"?? ?? ???? ????.?? ?? ???? ?????? ??? ?? ???, ?? ??? ??? ???? ?? ???, ?? ??? ??? ?? ???? ???? ?? ??? ??? ?? ??? ??? ????? ?? ??? ??? ???? ????, ?? ??? ??? ?? ??? ??? ?? ???? ?? ????? ??? ? ??.",2018,F03D  80/50; F03D  13/25
522251412,PL20090180856T,Method for planarizing unevenness of the seabed,NULL,2009,E02B2017/0091; F05B2240/95; E02B2017/0039; F16L   1/12; H02G   9/025; E02D  27/52; Y02E  10/727; E02D  15/10; F16L   1/16; E02D  27/42; F03D  13/22; H02G   1/10
522252599,PL20110705943T,FLOATING SUPPORT FOR OFFSHORE STRUCTURE SUCH AS A WIND GENERATOR IN PARTICULAR,NULL,2011,F03D  13/22; F03D  13/25; B63B  35/44; E02B  17/027; F05B2240/93; B63B   1/107; B63B   1/125; B63B   9/06; E02B  17/00; E02B  17/02; B63B2035/446; E02B2017/0091; F05B2240/95; B63B  75/00; F03D  11/04; Y02E  10/727; B63B  43/06
522253032,PL20100152885T,Method and device for assembling a wind turbine at sea,NULL,2010,F03D  13/40; Y10T  29/49316; F03D  13/10; Y10T  29/53978; Y10T  29/53974; Y02P  70/523; F05B2230/6102; Y02E  10/727; F03D   1/00; F05B2240/95; Y10T  29/49321; Y10T  29/53687
522255968,PL20110707994T,METHOD FOR DIAGNOSING THE STRUCTURAL CONDITION OF WIND GENERATORS,NULL,2011,F03D  13/20; Y02E  10/727; F03D   1/00; F03D  80/50; F03D  11/04; F03D  17/00; F05B2270/8041; F05B2240/95; F03D  11/00; F03D  80/55; F05B2270/805
522285850,PL20060745301T,AEOLIAN SYSTEM COMPRISING POWER WING PROFILES AND PROCESS FOR PRODUCING ELECTRIC ENERGY,NULL,2006,B63H   9/072; F03D   5/00; Y02E  10/70; B63H   9/06; B63H   9/069; F03D   5/06; F05B2240/921
522286672,PL20100012695T,Ship and method for transporting and setting up offshore structures,NULL,2010,F03D   1/00; F03D  13/25; B63B  35/003; E02B2017/0047; F03D  13/40; B63B  27/12; B63B  35/00; E02B  17/027; E02B2017/0039; E02B2017/0091; F05B2240/95; F05B2240/93; F05B2240/96; E02B  17/021; F03D  13/22; F05B2240/931; Y02E  10/727
522288204,PL20090734886T,COLUMN-STABILIZED OFFSHORE PLATFORM WITH WATER-ENTRAPMENT PLATES AND ASYMMETRIC MOORING SYSTEM FOR SUPPORT OF OFFSHORE WIND TURBINES,NULL,2009,E02B   9/00; E02B  17/04; B63B  35/00; B63B2035/446; B63B2039/067; F03D   9/25; F03D   9/257; F03D  13/10; F03D  17/00; F03D  13/25; B63B  35/44; E02B2017/0091; B63B   1/107; F05B2240/95; Y02E  10/725; E04H2012/006; F03D   7/0204; F03D  80/00; Y02E  10/727; B63B  39/03; B63B  39/06; F05B2240/93; Y02E  10/22
522288330,PL20090180850T,Method for protecting submarine cable and submarine long tube,NULL,2009,F03D  13/25; F16L   1/123; F03D  13/22; H02G   9/025; Y02E  10/72; F03D   9/14; F03D   9/25; Y02E  60/17; F03D   9/02; H02G   9/02
522413779,CN201920197072U,???????-????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D   9/25; B63B  35/00; A01K  61/80; F03D   9/19; A01K  61/60; F03D  13/25; A01K  79/00; A23B   4/06
522456442,RU20190121275,MODULAR FOUNDATION FOR SUPPORT,"FIELD: construction.SUBSTANCE: invention relates to construction, namely to modular foundations of concrete for cellular communication support, overhead transmission lines, wind power plants, etc. Modular foundation for support comprises modules made in the form of adjacent reinforced-concrete hollow prisms with square bottom, installed on base symmetrically relative to support prism, inside which there is anchor device for attachment of support, note here that adjacent and support prisms are tightened between them from above and from below by bolt joints, wherein cavities of adjacent prisms are filled with backfill. Relative position of the prisms on the base relative to each other has a plan of the hammer cross, in the center of which there is a support prism with adjacent prisms, which are sides of the cross-hammer, which are attached to four faces of support prism. In the middle of external surfaces of two adjacent faces of each prism vertical concrete ledges are made, and on two other adjoining faces vertical slots are made, which interact with corresponding slots and projections of conjugated prisms. Vertical slots of the prism are limited from below by horizontal mounting partitions, the height of which is equal to twice the thickness of the bottom of the prism. Anchor device of support prism includes hollow steel cylinder having two flanges, upper for connection with mating flange of support and lower, installed on anchor bolts, fixed in bottom of support prism, which cavity is filled with non-shrinking fast-setting steel fiber concrete.EFFECT: technical result consists in improvement of foundation strength under support, simplification of assembly.1 cl, 4 dwg",2019,E02D  27/42
522459011,PT20120705377T,ANNULAR BUOYANT BODY,NULL,2012,B63B2241/12; F03D  13/25; B63B2035/446; B63B2241/08; F05B2240/93; B63B  35/44; B63B  39/00; B63B  39/03; B63B   1/04; B63B2039/067; B63B2241/06; Y02E  10/727
522459162,PT20140814407T,WAVE/TIDAL&WIND ENERGY CONVERTERS,NULL,2014,F03B  13/18; F03D   5/06; F05B2240/95; Y02E  10/28; Y02E  10/721; F05B2210/16; F05B2240/301; Y02E  10/38; F03B  13/1815; Y02E  10/70
522461182,PT20140897522T,METHOD FOR CONSTRUCTING AN OFFSHORE STRUCTURE,NULL,2014,B63B  27/08; B63B  35/44; B63B2021/505; B63B2035/446; F03D   9/00; F03D  13/25; Y02P  70/523; B63B  21/50; B63B  22/20; B63B  75/00; B63B  27/36; B63B  35/003; B63B2207/02; Y02E  10/722; Y02E  10/727; B63B   9/06; B63B  35/00; B63B  21/20; B63B  21/502; B63B2021/203
522467426,PL20110009044T,Aeolian system for converting energy through power wing airfoils,NULL,2011,B63H   9/00; F03D   5/06; F05B2240/921; Y02E  10/70; F03D   5/00
522472003,PL20090766092T,"STRUCTURE FOR THE OFFSHORE INSTALLATION OF AT LEAST ONE WIND TURBINE OR UNDERWATER GENERATOR, AND METHODS FOR TRANSPORT AND OFFSHORE INSTALLATION OF AT LEAST ONE WIND TURBINE OR UNDERWATER GENERATOR",NULL,2009,B63B  27/04; E02B2017/0091; E02B  17/06; F03D  11/04; F03D  13/40; Y02E  10/727; E02B  17/0818; B63B  35/00; B63B  35/003; F03D  13/10; E02B  17/00; F05B2240/95
522473219,PL20100175284T,Cooling system for an offshore assembly,NULL,2010,F05B2240/97; F05B2260/232; F03D   9/00; Y02E  10/72; F03D  80/60; F05B2240/95; F03D   9/257; F03D  11/00
522473421,PL20120155135T,Transport vessel of a wind turbine to an offshore site and method for its implementation,NULL,2012,F05B2240/95; F03D  11/04; F03D  13/22; Y02E  10/727; B63B   1/12; F03D   1/00; B63B   1/121; B63B  35/00; F03D  13/10; F03D  13/40; Y02B  10/30; B63B  35/003
522479830,PL20100150606T,"Method of providing a foundation for an elevated mass, and assembly of a jack-up platform and a framed template for carrying out the method.",NULL,2010,E02D  27/50; E02B  17/08; E02D  27/42; F05B2240/95; E02B2017/0091; E02D  27/52; Y02E  10/727; F03D  13/22
522497377,PL20060812802T,A METHOD FOR DAMPING TOWER VIBRATIONS IN A WIND TURBINE INSTALLATION,NULL,2006,B63B  39/00; Y02E  10/727; F03D   7/04; F03D   7/044; F03D   9/255; F03D   7/0224; Y02E  10/723; Y02E  10/725; F03D; F03D   7/02; F03D   7/024; F03D   7/0296; F03D   9/25; F03D  13/25; F05B2240/93; F05B2260/96
522502622,PL20130702453T,"FOUNDATION STRUCTURE OF AN OFFSHORE PLANT, IN PARTICULAR AN OFFSHORE WIND TURBINE, WHICH FOUNDATION STRUCTURE IS TO BE INSTALLED AT A LOW NOISE LEVEL, AND INSTALLATION METHOD THEREFOR",NULL,2013,E02D  27/42; E02D  27/425; E02D  29/06; E02D  29/09; E02D  27/12; E02D  27/525; E02D  27/52
522502834,PL20060757858T,FLOATING WIND TURBINE INSTALLATION,NULL,2006,F03D  13/25; B63B  21/50; B63B2035/446; B63B2001/044; F03D   1/00; Y02E  10/727; B63B; E02B2017/0091; F05B2240/93; E02B2017/0095; B63B   1/048
522579937,PL20110757312T,MAGNUS ROTOR WITH BALANCING WEIGHTS AND METHOD FOR BALANCING A BODY OF REVOLUTION,NULL,2011,F03D   3/067; F03D  13/35; F03D   3/005; Y10T  29/49316; Y02T  70/58; B63H   9/02; F03D   7/0296
522587455,PL20090822275T,A FLOATABLE WIND POWER PLANT,NULL,2009,F03D   7/0204; F05B2260/74; F03D  11/04; F03D  13/25; F03D   7/02; Y02E  10/727; F03D   1/02; F03D  13/22; F05B2240/93
522587801,PL20100163936T,Floating support with improved bracing,NULL,2010,B63B  21/29; B63B  21/502; B63B2035/446; B63B  21/50; Y02E  10/727; B63B  35/44; F05B2240/93; F03D  13/25
522644850,PT20060014136T,FLOATING OFFSHORE FOUNDATION AND METHOD FOR PRODUCING THE SAME,NULL,2006,B63B  75/00; B63B  21/502; F03D  13/22; B63B   9/06; B63B  21/22; E02B2017/0065; Y02B  10/30; B63B  21/50; B63B  35/44; B63B2021/505; B63B2035/446; E02B2017/0091; F05B2240/95; B63B  21/29; B63B  43/14; Y02E  10/727
522791420,CN201920382902U,???????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D  13/25
523123614,CN201821945734U,???????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,F03D   9/11; B63B  22/00
523127390,CN201822157703U,??????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,B63B  35/44; B63B  22/00; F03D   9/00; H02S  10/12
523163161,CN201920313578U,???????????????,?????????????????????????????????????????????????????????????????1??????????2???????????????????????????3?????????????????????4????????????????????5???????????????6??????7???????????????2????????7???,2019,B63B  35/44; F03D   9/00; F03B  13/20; F03B  11/00; H02S  10/12
523172271,CN201920517786U,????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D  13/25
523313164,PL20090180845T,Method for constructing a foundation for a wind power generation system,NULL,2009,B63B  21/26; F03D   1/00; E02B2017/0091; F03D  13/22; Y02E  10/727; F05B2240/95
523554436,CN201822049227U,????????????????,????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2018,F03D  80/50; E06C   5/02; F03D  13/25
523721614,CN201920569614U,?????????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D   9/17; F03D   7/06; C02F   1/44; F03D  13/25; C02F 103/08; F03D   3/06; F03D   9/11
523795953,US201816141980,Subsea gap self-reducing grout seal,"A general purpose passive annular grout seal assembly is disclosed which is suitable both for offshore jacket installations with regular annular gap sizes and for offshore wind turbine structure installations with an extraordinarily large annular gap of any sizes. Grout self-sealing operation during grouting is conducted in two steps: 1) a gap reducing action enabled by a gravity differential pressure force induced tilting of a plurality of flip plates, and 2) a gravity differential pressure force induced sealing action for the remaining small gaps. This disclosed new type of grout seal can not only enhance grout seals' overall system reliability by eliminating all potential sources for harmful results known to the offshore industry, but also significantly reduce costs for fabrication, transportation, and installation of grout seals.",2018,F16J  15/46; E02D  27/525; F16J  15/104; F16J  15/10; E02B  17/00; E02B  17/0008; E02D  27/52
523913556,CN201920327282U,???????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D  13/20; F03D  13/25
524458561,TW20187115242,NULL,NULL,2018,B63H  21/21; F03D   9/10; H02J   3/28; B63H  21/17; B63H  21/20
524483589,CN201920146613U,???????????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03B  13/14; F03D   9/25; F03D  13/25; F03B  11/00; F03B  13/24
524583531,US201916397477,"Generation of electric power using wave motion, wind energy and solar energy","A method and apparatus for producing electricity from a combination of three sources: ocean waves, wind and solar, includes converting an upward and downward motion of a buoyant platform into a rotational motion of a shaft using a plurality of blades mounted to the shaft, the blades causing the shaft to rotate from internal wind energy as the blades move up and down within a cavity. The shaft is coupled to a generator for producing electricity. A wind turbine is mounted to the buoyant platform for converting wind energy into electricity. Further, solar panels are included, for example, mounted to the buoyant platform and/or turbine blades of the wind turbine, the solar panels also generate electricity when exposed to light.",2019,F05B2220/708; F05B2220/709; H02N   2/185; B63B2035/446; F03B  13/14; H02S  10/12; B63B2035/4466; F03D   1/025; F05B2220/706; F05B2260/70; H02S  40/44; F03D   1/0675; F03D   9/00; F24S2080/503; H02K   7/18; H02K   7/183; B63B  35/44; B63B2035/4453; F03D   9/008; F03D   9/25; F03D   1/06; F03D   7/02; F03D   9/007; F03D  13/25; F05B2240/93; F24S  10/40; F24S  60/00; F05B2240/95; F05B2270/321; H02K   7/1853; F03D   1/02; F03D   7/0224; H02N   2/18; F24S  90/00; H02S  40/00
524627380,DK20100835234T,Havenergidrevet anlÊg,NULL,2010,F03B  17/06; F03D  13/25; F05B2240/93; H02S  10/12; Y02E  10/28; F03B  13/264; F03D   9/007; F05B2240/95; F03B   3/04; F05B2240/40; Y02E  10/72; F03B  13/10; F03B  17/061; F03D   9/00; F03B  13/12; F03B  13/26; Y02E  10/38; F03B  13/20; F03D   9/008
524910889,US201816031362,Device and method for lifting an object from a deck of a vessel subject to movements,"Described is a device for lifting an elongated object from a deck of a vessel subject to movements in a heave direction. The device comprises rigid supports provided on the deck of the vessel for supporting the object at a first height relative to the deck, and retractable supports provided on the deck of the vessel for supporting the object at a second height relative to the deck, which second height is larger than the first height. A lifting crane is configured to take up the object from the retractable supports at the second height. An actuator system is configured to lower the retractable supports in the heave direction to a third height relative to the deck at the instant in time the object is lifted from the retractable supports, the third height being smaller than the second height. A method using the device is also described.",2018,B63B2017/0072; B63B  27/30; B63B  35/00; E02B2017/0091; B66C  23/52; E02B  17/00; B63B  27/10; B66C  23/18; F03D  13/25; B66C  23/185; B66C  13/06; F05B2230/6102; B63B  17/00; B63B  25/28; E02B2017/0047
524992626,KR20180102959,Method for All-in-one Installation and Transportation of Offshore Wind Turbine,"? ??? ??? ??? ???? ???? ??????? ?? ??? ?? ?? ???? ??? ????? ??????? ??? ??? ???? ?? ???? ??? ?? ???, (a) ??? ?? ?? ??? ??? ??? ?? ???? ?? ???? ????, ?? ?? ? ??? ? ?? ???? ??? ???? ?? ?? ??? ?? ???? ?? ????? ???? ??; (b) ?? ??? ??? ?????? ???? ??????? ?????? ???? ????, ??? ??????? ?????? ?????? ???? ??; (c) ?? ???? ?????? ??? ???? ????, ??????? ??????? ?????? ????? ???? ??; (d) ?? ?? ?? ??? ??? ??? ?? ???? ???? ?? ????? ? ? ???? ??? ????? ?????? ?????? ???? ???? ??; (e) ?? ??????? ??????? ??? ? ???? ??? ???? ???? ??; (f) ?? ??????? ??????? ???? ?????, ??????? ?????? ????? ???? ???? ??, ? (g) ?? ????????? ?????? ??? ? ???? ???? ???? ???? ??? ???? ???? ???. ? ??? ??? ?? ???? ??? ?? ??????? ?? ???? ???? ?? ? ?? ????? ???? ??? ?? ??????, ??????? ????? ????? ?? ? ?? ????? ??? ?? ??????? ????? ????? ?? ??? ? ??, ??????? ????? ???? ???? ?????? ?? ??????, ?? ? ?? ?? ??? ?? ????? ? ??? ???? ??? ??? ???? ????? ??????? ?? ? ???? ?????, ??????? ?? ??? ?? ???? ???? ???.",2018,B66C  23/18; F03D  13/25; B63B  35/00; F03D  13/10
525021877,PT20100835234T,OCEAN DRIVEN ENERGY PLANT,NULL,2010,F03B  13/20; F03B  17/06; F05B2240/40; Y02E  10/38; F03B   3/04; H02S  10/12; F03B  13/12; F03B  13/26; F03B  13/264; F05B2240/95; F03D  13/25; F03B  13/10; F03D   9/008; F05B2240/93; Y02E  10/28; F03B  17/061; F03D   9/00; F03D   9/007; Y02E  10/72
525022261,PT20150842399T,FLOATING WIND POWER GENERATION DEVICE,NULL,2015,B63B  35/00; B63H  25/42; B63B   1/041; B63B  39/06; B63B2039/067; B63B2039/105; F03D   9/12; B63B2039/063; B63B2039/065; B63B  35/44; B63B2035/446; B63B2039/068; B63B2035/4466; Y02E  10/38; Y02E  10/727; F03B  13/14; Y02E  10/725; F03D   9/00; B63B  21/00; F03D  13/25; F03D  15/10; Y02E  60/16
525022893,PT20150816655T,WIND TURBINE BLADE HANDLING ABOARD A VESSEL,NULL,2015,B63B  25/28; F05B2240/95; Y02E  10/721; Y02P  70/523; B63B  35/003; F03D  13/40; Y02E  10/727; B63B  25/00; B63B  35/00; B63B  25/002; F05B2230/6102; F05B2260/02
525023039,PT20160717317T,FLOATING MOUNTING HAVING A DEPTH-VARIABLE HORIZONTAL CROSS-SECTION,NULL,2016,F03D  13/22; F05B2240/95; Y02E  10/727; F03D  13/25; F05B2240/97; B63B2035/446; B63B   1/04; B63B  35/44; B63B2207/02; F03D  13/20
525023173,PT20150856048T,CONNECTION SYSTEM FOR ARRAY CABLES OF DISCONNECTABLE OFFSHORE ENERGY DEVICES,NULL,2015,F03D  13/25; B63B   1/107; B63B  22/04; F05B2240/93; B63B2039/067; F03D   9/25; F03D   9/257; B63B  22/00; B63B  22/18; B63B2035/446; B63B2035/4433; F03D  80/50; Y02E  10/725; B63B  35/44
525233596,LT10835234T,OCEAN DRIVEN ENERGY PLANT,NULL,2010,F03B  17/06; H02S  10/12; F03B  13/264; F03B  17/061; Y02E  10/72; F03B  13/20; F03B  13/26; F03D  13/25; F03D   9/00; F03D   9/008; F03B  13/12; Y02E  10/38; F03B   3/04; F05B2240/40; F05B2240/93; Y02E  10/28; F03B  13/10; F03D   9/007; F05B2240/95
525271026,DK20160003320T,SYSTEM OG FREMGANGSM≈DE TIL STYRING AF OFFSHORE-VINDMÿLLEPLATFORME,NULL,2014,B63B2035/446; B63B  13/00; B63B  39/03; Y02E  10/723; B63B   1/107; F03D   7/02; F03D  13/25; F05B2240/93; B63B  22/20; Y02E  10/727; Y02E  10/721; B63B  43/06; F03D   7/048
525414955,TW20187136724,Offshore wind power generation apparatus and offshore wind power generation system,NULL,2018,F03D  13/25; B63B  35/44
525535909,ES20140897522T,MÈtodo para construir una estructura marina,NULL,2014,B63B  21/50; B63B  22/20; B63B  75/00; Y02E  10/722; Y02E  10/727; F03D  13/25; B63B  35/44; B63B2021/505; B63B2035/446; B63B  27/08; B63B  27/36; B63B2207/02; F03D   9/00; B63B  21/20; B63B  21/502; B63B  35/003; B63B2021/203; Y02P  70/523; B63B  35/00
525620041,CN201920275845U,????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,H02N  11/00; F03B  11/00; F03D   9/00; F03D  13/25; F03B  13/18; F03D   9/11
525632627,CN201920597716U,????????????,?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D   3/00; F03D   3/02; A01K  61/60; F03D   9/00; F03D  13/25; A01K  61/65; F03D   9/25; H02S  10/12
525685541,AU20190101703,Waste Collection Device in Water,"Abstract The utility model relates to the technical field of garbage recovery, and illustrates a garbage collection device in water, comprising a storage ring, an interceptor and a plurality of salvage mechanisms. The storage ring is a material capable of floating on the water surface. The storage ring has an annular structure with a through hole in the middle, and is used to store outside garbage in the ring. A plurality of notches are arranged around the storage ring. A plurality of salvage mechanisms are distributed around the storage ring, and the interceptor is arranged on the notches. The salvage mechanism comprises a base, a garbage rake, a first power transmission component and a first wind power device. The garbage rake is windmill shaped. The first wind power device is arranged on the base, and is connected to the garbage rake through the first power transmission component to provide a rotational driving force. The utility model relies on natural wind to collect garbage. Environment-friendly and energy saving, the device features simple structure and low production cost. It is also convenient to use and is suitable for promotion and application. Fig. 1 Fig. 2",2019,E02B  15/10; B63B  35/32; E02B  15/00
525758176,CN201920635776U,?????????,??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????,2019,F03D   9/25; F03D  13/25; F03D  80/00
525891810,KR20180148103,A Berthing Apparatus for Maintenance Ship of Offshore Wind Power Generator,"? ??? ?????? ???? ??? ????? ?? ???, ?? ????? ??? ???? ????? ?? ???? ????? ?? ??? ??????? ??? ????? ????, ???? ???? ??? ??? ????? ??, ????? ??? ????? ????, ??, ?? ? ??? ???? ????????? ??? ????? ??, ????? ???? ??? ??? ???? ???? ??? ????? ?? ?????? ???? ??? ????? ?? ???.",2018,B63B  27/14; B66D   1/48; B66D   1/60; B63B  27/08
525900147,KR20180080778,Floating generation system,"? ??? ?? ?? ?????? ?? ????, ??? ?? ??? ???? ???; ?? ???? ??? ???? ??? ?? ???? ????? ???? ?????; ?? ???? ??? ???? ??? ?? ???? ????? ???? ?????; ? ?? ???? ??? ????, ??? ??? ????? ???? ??????;? ???? ????? ?? ???? ??.",2018,F03D   9/00; G05D   3/10; H02S  20/32; B63B  35/44; F03B  13/26; H02S  10/20; F03D  13/25; F03D   3/00
525901013,KR20180101591,Wind Power Generation System of Floating-Type,"? ??? ??? ???? ???? ?? ????, ???? ???? ??? ?? ???? ????; ?? ????? ???? ?? ???? ????, ???? ??? ??? ?? ????? ???? ???? ?? ???? ???? ???; ? ?? ????? ?? ???? ???? ?? ????? ???? ?? ???? ???? ??????? ???? ?? ???? ??.",2018,F03D  13/25; F03D   3/00
526101499,DK20100815768T,Vindm¯llehÂndteringssystem og fremgangsmÂde til anvendelse deraf,NULL,2010,E04H  12/34; F03D  13/00; F03D  13/20; F03D  13/40; Y02E  10/726; Y10T  29/53961; Y02E  10/727; E02B  17/027; E02B2017/0091; F05B2240/95; B63B  27/16; E02B  17/00; E02B2017/0039; B63B  35/00; E02B  17/02; F03D  13/10
526101617,DK20170713351T,FLYDENDE VINDMÿLLE MED DOBBELT TURBINE MED VERTIKAL AKSE MED FORBEDRET YDELSE,NULL,2017,F03D   3/00; F03D   3/02; F03D   9/007; F03D   3/065; F03D   9/00; F03D  13/25; F05B2240/211; F03D   3/06; F03D   9/30; F05B2270/329; Y02E  10/74; H02K   7/102; H02K  21/14; F05B2240/95; F03D   3/04; F05B2240/93; F05B2260/90; F03D   3/005; F03D   3/062; F03D   3/064; F03D   9/25; F03D  17/00; H02K   7/183