WO1994019605A1 - Installation fonctionnant a l'energie eolienne - Google Patents

Installation fonctionnant a l'energie eolienne Download PDF

Info

Publication number
WO1994019605A1
WO1994019605A1 PCT/EP1994/000568 EP9400568W WO9419605A1 WO 1994019605 A1 WO1994019605 A1 WO 1994019605A1 EP 9400568 W EP9400568 W EP 9400568W WO 9419605 A1 WO9419605 A1 WO 9419605A1
Authority
WO
WIPO (PCT)
Prior art keywords
tower
power plant
foundation
wind power
generator
Prior art date
Application number
PCT/EP1994/000568
Other languages
German (de)
English (en)
Inventor
Egon Gelhard
Original Assignee
Egon Gelhard
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Egon Gelhard filed Critical Egon Gelhard
Publication of WO1994019605A1 publication Critical patent/WO1994019605A1/fr

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16HGEARING
    • F16H39/00Rotary fluid gearing using pumps and motors of the volumetric type, i.e. passing a predetermined volume of fluid per revolution
    • F16H39/02Rotary fluid gearing using pumps and motors of the volumetric type, i.e. passing a predetermined volume of fluid per revolution with liquid motors at a distance from liquid pumps
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D9/00Adaptations of wind motors for special use; Combinations of wind motors with apparatus driven thereby; Wind motors specially adapted for installation in particular locations
    • F03D9/20Wind motors characterised by the driven apparatus
    • F03D9/25Wind motors characterised by the driven apparatus the apparatus being an electrical generator
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/10Truss-like structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/18Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
    • E04H12/187Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic with hinged sections
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D13/00Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D13/00Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F03D13/22Foundations specially adapted for wind motors
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D15/00Transmission of mechanical power
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D9/00Adaptations of wind motors for special use; Combinations of wind motors with apparatus driven thereby; Wind motors specially adapted for installation in particular locations
    • F03D9/20Wind motors characterised by the driven apparatus
    • F03D9/28Wind motors characterised by the driven apparatus the apparatus being a pump or a compressor
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D15/00Transmission of mechanical power
    • F03D15/20Gearless transmission, i.e. direct-drive
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05BINDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2260/00Function
    • F05B2260/40Transmission of power
    • F05B2260/406Transmission of power through hydraulic systems
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

Definitions

  • the invention relates to a wind turbine.
  • the known wind turbines consist of a tower which carries a rotor with several rotor blades.
  • a generator which generates the electrical energy, is coupled to the rotor via a transmission gear.
  • Power plants with several wind turbines are also referred to as wind farms.
  • the tower In order to be able to use the higher wind speed at higher altitudes, the tower should have a large construction height.
  • the construction of a high tower is associated with considerable technical effort, especially since the heavy generator of the known wind turbines arranged on the tower head requires a very stable structure. Plants with an output of up to around 200 KW are built in a tubular steel structure. Larger systems use a reinforced concrete tower as the supporting structure.
  • a further disadvantage of the known wind turbines is that a minimum wind speed is required to turn the rotor.
  • the object of the invention is to create a wind power plant whose tower or its foundation can be constructed in a simple manner with relatively little effort.
  • the power on the rotor shaft is transferred hydraulically to the generator.
  • the rotor advantageously drives a hydraulic pump which is connected via pressure medium lines to a hydraulic motor driving the generator.
  • the hydraulic power transmission makes it possible to place the very heavy generator on the ground in a machine house. As a result, the main load of the tower is reduced, so that an easier and less expensive design of the tower and the foundation is possible. In this way, towers with a large overall height can be erected with relatively little effort and the performance of the system increased.
  • the hydraulic pumps assigned to the individual rotors can be switched to a common hydraulic motor.
  • wind energy can be optimally used even at low wind speeds.
  • the hydraulic pumps Pen of the individual rotors together drive a generator with the optimal speed or the optimal torque.
  • the tower can be tilted from the horizontal position into the vertical position, preferably with a hydraulic drive.
  • a crane for erecting the tower mounted on the floor is therefore not necessary.
  • the tower is a tube construction made of tubes that run obliquely upwards with horizontal struts.
  • the essentially vertical tubes of the tower consist of individual tube segments that can be assembled telescopically and are delimited by stops.
  • the horizontal struts of the tubular construction form an angular frame, at the corner points of which tubular connecting pieces are provided which enclose the tubular segments and hold the vertical tubes together firmly.
  • the tower can be assembled on site in the manner of a modular system from the tube segments and the angular frame.
  • the individual parts can be assembled into towers of different heights. They can also be transported to the installation site with smaller vehicles. Heavy transporters for the transport of larger assembly units are therefore not necessary.
  • the foundation of the tower can also be built in a simple manner. To erect the foundation, it is only necessary to drill holes in the ground into which a suitable filler material is injected.
  • the wind forces acting on the tower are advantageously intercepted with lateral arms which are attached to the foundation heads.
  • the cantilevers are connected at their free ends to bases, from which, in turn, foundation strands formed in the manner of a root extend into the ground.
  • the number and length of the lateral support arms can be adapted to the local conditions.
  • 1 is a hydraulic circuit diagram of a power plant consisting of several wind turbines
  • Fig. 5 shows the detail A of Fig. 2 in an enlarged and partially sectioned representation
  • Fig. 6 shows part of the foundation on which the tower is built.
  • 1 shows the hydraulic circuit diagram of a power plant consisting of several wind power plants 1, 1 ', 1 ".
  • the wind power plants 1, 1', 1" each have a tower 2, 2 ', 2 ", which has a rotor 3, 3', 3 "with two rotor blades 4, 4 ', 4" and a hydraulic pump 5, 5', 5 "driven by the rotor.
  • each wind turbine is connected via pressure medium lines 6, 6 ', 6 "to a hydraulic motor 7, 7', 7" which drives a generator 8, 8 ', 8 ".
  • the hydraulic motors assigned to the individual wind turbines are located together with the generators in a machine house next to the towers.
  • the pressure medium line connecting the pressure connection of the hydraulic pump 5 to the pressure connection of the hydraulic motor 7 is designated by the reference number 9, while the line connecting the return connection of the hydraulic motor 7 to the suction-side pressure medium connection of the hydraulic pump 5 is also shown the reference 10 is designated.
  • Shut-off valves 11, 11 ', 11 are provided in the pressure medium lines 6, 6', 6" between the hydraulic pumps and hydraulic motors. When the valve is open, the hydraulic pump and the hydraulic motor of each wind turbine form a closed pressure medium circuit. When the valve is closed, the pressure medium lines are shut off.
  • connection valves 13, 13 being located in the connecting branches between the hydraulic pumps of two neighboring wind turbines ', 13 ", with which the hydraulic pumps of the interconnect individual wind turbines or have them separated from each other.
  • the hydraulic pumps 5, 5 ', 5 can be switched from two or more wind turbines to a common generator 8, 8', 8". This is advantageous at low wind speeds or in the event of a generator failure.
  • the hydraulic pumps 5, 5 'of the wind turbines 1, 1' are switched to the hydraulic motor designated by the reference numeral 7 ', while the hydraulic motor 7 is switched off.
  • the hydraulic pump 5 "of the wind power plant 1" forms a separate pressure medium circuit with the hydraulic motor 7 ", since the connection valve 13 'or 13" is blocked.
  • the hydraulic pump of the third wind turbine 1" can also drive the generator 8'.
  • Fig. 2 shows the tower 2 of a wind turbine in a side view.
  • the tower 2 is a tubular steel construction comprising three tubes 16 which converge at an upward angle and which are connected with horizontal struts 15 to form an angled frame, the tubes 16 forming the corner points and the struts 15 forming the legs of an isosceles triangle.
  • the tower 2 is fastened to a foot part 17 so as to be pivotable about a horizontal axis 18.
  • the foot part 17 of the tower 2 consists of three supports 19 which are connected with horizontal struts 20 to form an angularly fixed frame which stands on a foundation which is under 6 will be described in more detail.
  • FIG. 3 shows a partial view of the tower 2 when the piston of the piston-cylinder arrangement 23 is retracted.
  • the tubes 16 of the tower consist of telescopic tube segments 25 which can be assembled on site.
  • the horizontal struts 15 are screwed and / or welded at their ends to the inner half-shells 26 of pipe clamps 27, which firmly enclose the pipes 25.
  • the horizontal struts 15 together with the pipe clamps 27 form an angular frame in the form of an isosceles triangle (FIG. 4).
  • FIG. 5 shows the pipe segments 25 '25 "which are connected to one another together with a horizontal strut 15 in a partially sectioned representation. Since the inner diameter of the lower pipe segment 25' is slightly larger than the outer diameter of the upper pipe segment 25", the pipe segments 25 can be push into each other, the upper tube segment 25 "also a stop 28 on the upper edge 29 of the lower pipe segment 25 'is supported. The pipe segments 25 are thus secured against axial displacement. The pipe segments 25 are secured against twisting by fitting bolts 30. The fitting bolts 30 are firmly seated in mutually aligned bores 31 of the two pipe segment ends. A second stop 32 is provided at the upper end of the lower pipe segment 25 '.
  • the upper pipe segment 25 ' is thus supported with its stop 28 on the upper edge 29 of the lower pipe segment 25' and on the upper one Edge of the pipe clamp 27, while the lower edge of the pipe clamp 27 rests on the stop 32 on the outer wall of the lower pipe segment 25 '.
  • the lower pipe segment 25 ' is provided with one or more longitudinal slots 33.
  • Fig. 6 shows a part of the foundation on which the tower 2 is built.
  • the pipe sections 19 of the foot part 17 are each fastened to a plate-shaped foundation head.
  • 5 shows one of the three foundation heads 34 of the foundation.
  • Steel-reinforced foundation strands 36 which are designed in the manner of a root, extend from the foundation head 34 into the base 39 in all directions.
  • the lateral head 37 made of steel arranged in a star-shaped or beam-like manner extends from the foundation head 34.
  • the free ends of the cantilevers 37, of which only one cantilever is shown in FIG. 6, rest on a base 38, from which, in turn, steel-reinforced foundation strands 36 formed in the manner of a root originate.
  • the foundation can be built in a simple manner using the following method. First, 39 holes 40 are drilled into the subsurface, which are graded in themselves. In these holes 40 is mixed and prepared z. B. polyester concrete is pressed in under high pressure, so that the flowable concrete mass penetrates into all the gaps and cavities of the subsurface adjacent to the bores and causes a branching. The foundation heads 34 and the bases 38 of the brackets 37, which connect the upper ends of the foundation strands 36 to one another, are then cast on the substrate.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Sustainable Energy (AREA)
  • Sustainable Development (AREA)
  • Power Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Wind Motors (AREA)

Abstract

Une installation fonctionnant à l'énergie éolienne comprend un mât (2) qui porte un rotor (3) qui actionne un générateur (8). La puissance au niveau de l'arbre du rotor est transmise au générateur de manière hydraulique. Le rotor actionne avantageusement une pompe hydraulique (5) reliée par l'intermédiaire de conduites hydrauliques à un moteur hydraulique (7) qui actionne le générateur. Le système de transmission hydraulique permet de placer le générateur (8) qui est très lourd sur le sol d'un hall de machines. L'invention permet de diminuer la charge principale du mât, de manière à pouvoir parvenir à une conception plus légère et plus économique du mât et de ses fondations. Pour les centrales qui comprennent plusieurs installations fonctionnant à l'énergie éolienne (1, 1', 1''), les pompes hydrauliques (5, 5', 5'') associées aux rotors (3, 3', 3'') individuels peuvent être commutées sur un moteur hydraulique (7, 7', 7'') commun, ce qui permet d'utiliser deanière optimale l'énergie éolienne, y compris pour des vitesses de vent réduites.
PCT/EP1994/000568 1993-02-26 1994-02-26 Installation fonctionnant a l'energie eolienne WO1994019605A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4306060 1993-02-26
DEP4306060.9 1993-02-26

Publications (1)

Publication Number Publication Date
WO1994019605A1 true WO1994019605A1 (fr) 1994-09-01

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Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5646343A (en) * 1993-07-02 1997-07-08 Pritchard; Declan Nigel System and method for monitoring wind characteristics
EP0787901A1 (fr) * 1996-02-01 1997-08-06 Fred L. Brammeier Générateur entraîné par le vent
WO1998001672A1 (fr) * 1996-07-09 1998-01-15 Euwind Systeme Gmbh Windkraftanlagen Rotor pour centrale eolienne
FR2755473A1 (fr) * 1996-11-06 1998-05-07 Technicatome Systeme de transmission hydraulique d'energie mecanique et application a une installation aeromotrice
WO2002084839A2 (fr) * 2001-04-11 2002-10-24 Sir Henry Lawson-Tancred Sons & Co Ltd Generation d'electricite
WO2003083290A1 (fr) * 2002-03-28 2003-10-09 John Spurge Generateur hydraulique pour fluides en mouvement
FR2840962A1 (fr) * 2002-06-18 2003-12-19 Jean Marie Gabriel Charl Lucas Dispositif orientable, constitue d'un panneau de barres, permettant de porter les axes, de direction fixe par rapport au panneau, de nombreuses roues d'eoliennes, et parties composant ce dispositif
EP1389682A2 (fr) * 1999-06-10 2004-02-18 Aloys Wobben Procede de fonctionnement d'un parc d'eoliennes
EP1677002A2 (fr) * 2004-12-28 2006-07-05 Green Power Technology S.r.l. Eolienne
EP2161394A1 (fr) * 2007-03-29 2010-03-10 Gamesa Innovation & Technology, S.L. Pylône en treillis et procédé d'érection d'une éolienne avec un pylône en treillis
EP2254986A2 (fr) * 2008-02-26 2010-12-01 Avi Efraty Parcs d éoliennes hydrauliques pour l électricité de réseau et le dessalement
US7863767B2 (en) 2005-10-31 2011-01-04 Chapdrive As Turbine driven electric power production system and a method for control thereof
US7932620B2 (en) 2008-05-01 2011-04-26 Plant Jr William R Windmill utilizing a fluid driven pump
CN102953407A (zh) * 2012-11-05 2013-03-06 葛加君 风能提水设施安装施工方法
WO2013156110A1 (fr) * 2012-04-16 2013-10-24 Repower Systems Se Pylônes en treillis pour installations éoliennes et procédé pour ériger un tel pylône en treillis
US20150247486A1 (en) * 2012-09-10 2015-09-03 Wepfer Technics Ag Wind turbine
JP2015222024A (ja) * 2014-05-22 2015-12-10 新日鉄住金エンジニアリング株式会社 水上発電装置及び水上風力発電装置

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2384964A1 (fr) * 1977-06-16 1978-10-20 Spie Batignolles Centrale electrique eolienne
US4272929A (en) * 1979-08-23 1981-06-16 Hanson Bror H Tower and method of construction
SU1049415A1 (ru) * 1982-01-20 1983-10-23 Центральное Конструкторское Бюро "Строймаш" Научно-Производственного Объединения "Ленстроймаш" Башенный кран
EP0097002A2 (fr) * 1982-06-04 1983-12-28 William Edward Parkins Installation de conversion de l'énergie du vent
JPS61212674A (ja) * 1985-03-19 1986-09-20 Matsushita Seiko Co Ltd 風車の動力伝達装置
EP0404703A1 (fr) * 1989-06-21 1990-12-27 Raymond Louis Pieux de fondation, procédés, outils et machines pour la construction desdits pieux
DE4029932A1 (de) * 1990-09-21 1992-03-26 Siegfried Pretzsch Rohr-mast fuer windgeneratoren

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2384964A1 (fr) * 1977-06-16 1978-10-20 Spie Batignolles Centrale electrique eolienne
US4272929A (en) * 1979-08-23 1981-06-16 Hanson Bror H Tower and method of construction
SU1049415A1 (ru) * 1982-01-20 1983-10-23 Центральное Конструкторское Бюро "Строймаш" Научно-Производственного Объединения "Ленстроймаш" Башенный кран
EP0097002A2 (fr) * 1982-06-04 1983-12-28 William Edward Parkins Installation de conversion de l'énergie du vent
JPS61212674A (ja) * 1985-03-19 1986-09-20 Matsushita Seiko Co Ltd 風車の動力伝達装置
EP0404703A1 (fr) * 1989-06-21 1990-12-27 Raymond Louis Pieux de fondation, procédés, outils et machines pour la construction desdits pieux
DE4029932A1 (de) * 1990-09-21 1992-03-26 Siegfried Pretzsch Rohr-mast fuer windgeneratoren

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Week 8427, Derwent World Patents Index; AN 84-169491 *
PATENT ABSTRACTS OF JAPAN vol. 11, no. 50 (M - 562)<2497> 17 February 1987 (1987-02-17) *

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5646343A (en) * 1993-07-02 1997-07-08 Pritchard; Declan Nigel System and method for monitoring wind characteristics
EP0787901A1 (fr) * 1996-02-01 1997-08-06 Fred L. Brammeier Générateur entraîné par le vent
DE19780521B4 (de) * 1996-07-09 2007-05-24 Bockemühl, Michael, Prof. Dr. Rotor für eine windkraftanlage
WO1998001672A1 (fr) * 1996-07-09 1998-01-15 Euwind Systeme Gmbh Windkraftanlagen Rotor pour centrale eolienne
FR2755473A1 (fr) * 1996-11-06 1998-05-07 Technicatome Systeme de transmission hydraulique d'energie mecanique et application a une installation aeromotrice
EP1389682A2 (fr) * 1999-06-10 2004-02-18 Aloys Wobben Procede de fonctionnement d'un parc d'eoliennes
EP1389682A3 (fr) * 1999-06-10 2004-03-24 Aloys Wobben Procede de fonctionnement d'un parc d'eoliennes
EP1637732A1 (fr) * 1999-06-10 2006-03-22 Aloys Wobben Procédé de fonctionnement d'un parc d'éoliennes
WO2002084839A3 (fr) * 2001-04-11 2003-10-30 Lawson Tancred H Sons & Co Sir Generation d'electricite
WO2002084839A2 (fr) * 2001-04-11 2002-10-24 Sir Henry Lawson-Tancred Sons & Co Ltd Generation d'electricite
WO2003083290A1 (fr) * 2002-03-28 2003-10-09 John Spurge Generateur hydraulique pour fluides en mouvement
FR2840962A1 (fr) * 2002-06-18 2003-12-19 Jean Marie Gabriel Charl Lucas Dispositif orientable, constitue d'un panneau de barres, permettant de porter les axes, de direction fixe par rapport au panneau, de nombreuses roues d'eoliennes, et parties composant ce dispositif
EP1375914A1 (fr) * 2002-06-18 2004-01-02 Jean Lucas Ensemble éolienne flottant
EP1677002A2 (fr) * 2004-12-28 2006-07-05 Green Power Technology S.r.l. Eolienne
EP1677002A3 (fr) * 2004-12-28 2011-05-18 Green Power Technology S.r.l. Eolienne
US7863767B2 (en) 2005-10-31 2011-01-04 Chapdrive As Turbine driven electric power production system and a method for control thereof
EP2161394A1 (fr) * 2007-03-29 2010-03-10 Gamesa Innovation & Technology, S.L. Pylône en treillis et procédé d'érection d'une éolienne avec un pylône en treillis
EP2161394A4 (fr) * 2007-03-29 2014-01-01 Gamesa Innovation & Tech Sl Pylône en treillis et procédé d'érection d'une éolienne avec un pylône en treillis
EP2254986A2 (fr) * 2008-02-26 2010-12-01 Avi Efraty Parcs d éoliennes hydrauliques pour l électricité de réseau et le dessalement
EP2254986A4 (fr) * 2008-02-26 2013-06-12 Avi Efraty Parcs d éoliennes hydrauliques pour l électricité de réseau et le dessalement
US7932620B2 (en) 2008-05-01 2011-04-26 Plant Jr William R Windmill utilizing a fluid driven pump
WO2013156110A1 (fr) * 2012-04-16 2013-10-24 Repower Systems Se Pylônes en treillis pour installations éoliennes et procédé pour ériger un tel pylône en treillis
US20150247486A1 (en) * 2012-09-10 2015-09-03 Wepfer Technics Ag Wind turbine
CN102953407A (zh) * 2012-11-05 2013-03-06 葛加君 风能提水设施安装施工方法
JP2015222024A (ja) * 2014-05-22 2015-12-10 新日鉄住金エンジニアリング株式会社 水上発電装置及び水上風力発電装置

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