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WO2010110329A1 - Équipement de production d'énergie éolienne offshore et son procédé de construction - Google Patents

Équipement de production d'énergie éolienne offshore et son procédé de construction Download PDF

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Publication number
WO2010110329A1
WO2010110329A1 PCT/JP2010/055106 JP2010055106W WO2010110329A1 WO 2010110329 A1 WO2010110329 A1 WO 2010110329A1 JP 2010055106 W JP2010055106 W JP 2010055106W WO 2010110329 A1 WO2010110329 A1 WO 2010110329A1
Authority
WO
WIPO (PCT)
Prior art keywords
tower
floating body
wind power
offshore wind
power generation
Prior art date
Legal status (The legal status 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 status listed.)
Ceased
Application number
PCT/JP2010/055106
Other languages
English (en)
Japanese (ja)
Inventor
小林　修
郁 佐藤
禎久 野本
耕作 村野
山中　典幸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toda Corp
Nippon Hume Corp
Original Assignee
Toda Corp
Nippon Hume Corp
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 Toda Corp, Nippon Hume Corp filed Critical Toda Corp
Publication of WO2010110329A1 publication Critical patent/WO2010110329A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F03D13/25—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/04—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull
    • B63B1/048—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull with hull extending principally vertically
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B5/00—Hulls characterised by their construction of non-metallic material
    • B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
    • B63B5/18—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced built-up from elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B5/00—Hulls characterised by their construction of non-metallic material
    • B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
    • B63B5/22—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced with reinforcing members external to shell
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B77/00—Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas platforms
    • B63B77/10—Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas platforms specially adapted for electric power plants, e.g. wind turbines or tidal turbine generators
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/10—Assembly of wind motors; Arrangements for erecting wind motors
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/04—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull
    • B63B2001/044—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull with a small waterline area compared to total displacement, e.g. of semi-submersible type
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/442—Spar-type semi-submersible structures, i.e. shaped as single slender, e.g. substantially cylindrical or trussed vertical bodies
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4433—Floating structures carrying electric power plants
    • B63B2035/446—Floating structures carrying electric power plants for converting wind energy into electric energy
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/91—Mounting on supporting structures or systems on a stationary structure
    • F05B2240/915—Mounting on supporting structures or systems on a stationary structure which is vertically adjustable
    • F05B2240/9151—Mounting on supporting structures or systems on a stationary structure which is vertically adjustable telescopically
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/91—Mounting on supporting structures or systems on a stationary structure
    • F05B2240/916—Mounting on supporting structures or systems on a stationary structure with provision for hoisting onto the structure
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/93—Mounting on supporting structures or systems on a structure floating on a liquid surface
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/727—Offshore wind turbines

Definitions

  • Patent Document 2 a plurality of floating body portions on which articles are placed, and a longitudinal shape that connects each floating body portion to an outer end extending in a horizontal radial direction by connecting an inner end to a predetermined center.
  • a floating body structure including a connecting portion made of a rigid body and a tension portion that generates a tensile force between the floating body portions.
  • JP 2001-165032 A JP 2007-160965 A JP 2007-331414 A JP 2009-18671 A
  • a plurality of precast cylindrical bodies made of concrete are stacked in the height direction, and each precast cylindrical body is fastened and integrated with PC steel, and the upper end is opened.
  • a spar type floating body structure having a bottomed hollow portion is provided. Then, the tower can be moved up and down by a tower lifting facility provided on the deck at the time of construction, and can be accommodated inside the floating body.
  • the floating body is divided into blocks for each of one or a plurality of precast cylindrical bodies in the height direction, and in each block, a precast cylindrical body having the same outer diameter cross section is used in the member axial direction.
  • the nacelle and the wind turbine blade can be attached in a state where the tower is lowered, so that the work at a high place can be reduced and the construction can be performed safely.
  • FIG. 1 is a schematic view of an offshore wind power generation facility 1 according to the present invention.
  • 2 is a longitudinal sectional view of a floating body 2.
  • FIG. The precast cylindrical body 12 (13) is shown, (A) is a longitudinal sectional view, (B) is a plan view (a view taken along the line B-B), and (C) is a bottom view (a view taken along the line C-C).
  • FIG. 4 is a schematic diagram (A) and (B) of the tight connection between precast cylindrical bodies 12 (13).
  • the boundary part precast cylindrical body 14 is shown, (A) is a longitudinal sectional view, (B) is a plan view (a view taken along the line B-B), and (C) is a bottom view (a view taken along the line C-C).
  • FIG. 4 is an enlarged cross-sectional view of a main part showing a tightly coupled structure of a boundary part precast tubular body 14. It is construction procedure figure (the 1) of offshore wind power generation equipment. It is construction procedure figure (the 2) of offshore wind power generation equipment. It is construction procedure figure (the 3) of offshore wind power generation equipment. It is construction procedure figure (the 4) of offshore wind power generation equipment. It is construction procedure figure (the 5) of offshore wind power generation equipment. It is construction procedure figure (the 6) of offshore wind power generation equipment. It is a construction procedure figure (the 1) of the 2nd construction method. It is a construction procedure figure (the 2) of the 2nd construction method. It is a construction procedure figure (the 3) of a 2nd construction method. It is a construction procedure figure (the 4) of the 2nd construction method. It is a construction procedure figure (the 5) of a 2nd construction method. It is a construction procedure figure (the 6) of a 2nd construction method.
  • the floating body 2 is constructed by stacking a plurality of precast cylindrical bodies 10 and 12 to 13 made of concrete in the height direction, and connecting the precast cylindrical bodies 10 and 12 to 13 with a PC steel material so as to be integrated. It is a spar type floating body structure having a bottomed hollow part with an open upper end, and the tower 5 can be raised and lowered at least by a tower lifting facility provided on the deck 3 at the time of construction, and can be accommodated inside the floating body 2. It is what has become.
  • the flooded water L of the floating body 2 is set to approximately 80 m or more in the case of 2 MW class power generation equipment.
  • the precast cylindrical bodies 12... 13 are circular cylindrical precast members having the same cross section in the axial direction, and are each manufactured using the same formwork?
  • a hollow precast member manufactured by centrifugal molding is used.
  • sheaths 21, 21... For inserting the PC steel bars 16 are embedded in the wall surface at appropriate intervals in the circumferential direction.
  • a sheath enlarged diameter portion 21a is formed at the lower end portion of the sheaths 21, 21... So that a coupler for connecting the PC steel bars 16 can be inserted, and a fixing anchor plate is fitted on the upper portion.
  • a box opening portion 22 is provided for installation.
  • a plurality of suspension fittings 23 are provided on the upper surface.
  • unbonded PC steel rods 28, 28 fixed by anchor plates 30 and nuts 29 on the lower surface side of the boundary precast cylindrical body 14 at appropriate intervals in the circumferential direction. are embedded in advance.
  • the upper end of the unbonded PC steel bar 28 is formed so as to protrude from the upper surface of the boundary precast cylindrical body 14.
  • the positions of the outer sheaths 21, 21... And the unbonded PC steel bars 28, 28... are arranged in a staggered manner in order to equalize the tension stress.
  • the tight part structure of the boundary part precast tubular body 14, the lower stage precast tubular body 12, and the upper stage precast tubular body 13 includes the PC steel material 14 extended from the lower stage precast tubular body 12 side.
  • PC steel material unbonded PC steel rod 28
  • extending to the upper stage side precast cylindrical body 13 side is fixed to the outer peripheral part of the upper surface of the boundary part precast cylindrical body 14 on the lower surface inner peripheral part of the boundary part precast cylindrical body 14 Try to fix.
  • the coupler 33 is screwed to the upper end portion of the unbonded PC steel rod 28 and the upper PC steel rods 16, 16,... Are connected, the PC steel is attached to the sheaths 21, 21 ... of the precast tubular body 13.
  • the rods 16 are stacked while being inserted, and the PC steel rod 16 is fixed in the manner described above, and the upper precast tubular body 13 is integrally coupled to the boundary precast tubular body 14.
  • the upper end of the uppermost precast cylindrical body 13 is left open, and a hollow portion for accommodating the tower 5 is formed.
  • the unbonded PC steel rod 28 may be a bond.
  • the tower 5 is made of steel, concrete, or PRC (prestressed reinforced concrete), but is preferably made of steel so as to reduce the total weight.
  • the nacelle 6 is a device equipped with a generator that converts the rotation of the windmill into electricity, a controller that can automatically change the angle of the blade, and the like.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
  • Sustainable Energy (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • General Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Wind Motors (AREA)

Abstract

L'invention concerne un équipement de production d'énergie éolienne offshore qui, tout en permettant de réaliser un assemblage offshore simple et sûr, permet un entretien simple et met en œuvre, lors de vents violents ou de vagues importantes, des avantages tels qu'une garantie de sécurité. L'invention est telle qu'elle se compose d'un corps flottant (2), d'un ponton (3) disposé sur une partie supérieure dudit corps flottant (2), de câbles d'amarrage (4, 4,...) raccordés audit ponton (3), d'une tour (5) érigée sur le deck susmentionné (3), d'une nacelle (6) et de plusieurs lames d'éolienne (7, 7,...) installées sur une partie de sommet de la tour (5). Le corps flottant susmentionné (2), tout en superposant, dans le sens de la hauteur, plusieurs étages de corps cylindriques (10 à 14) prémoulés en béton, permet la fixation et l'intégration de chaque corps cylindrique (10 à 14) prémoulé, à l'aide d'un matériau d'acier précontraint PC, et sert de structure flottante de type SPAR possédant une partie creuse avec un fond, dans laquelle une partie d'extrémité supérieure est ouverte. La tour susmentionnée (5), peut s'élever et s'abaisser grâce à un équipement d'élévation (8) et d'abaissement de tour, installé sur le ponton susmentionné (3) lors de la construction; et peut être contenue dans une partie interne du corps flottant susmentionné (2).
PCT/JP2010/055106 2009-03-24 2010-03-24 Équipement de production d'énergie éolienne offshore et son procédé de construction Ceased WO2010110329A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2009071880A JP5330048B2 (ja) 2009-03-24 2009-03-24 洋上風力発電設備の施工方法
JP2009-071880 2009-03-24

Publications (1)

Publication Number Publication Date
WO2010110329A1 true WO2010110329A1 (fr) 2010-09-30

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PCT/JP2010/055106 Ceased WO2010110329A1 (fr) 2009-03-24 2010-03-24 Équipement de production d'énergie éolienne offshore et son procédé de construction

Country Status (2)

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JP (1) JP5330048B2 (fr)
WO (1) WO2010110329A1 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011083021A3 (fr) * 2010-01-07 2011-12-29 Vestas Wind Systems A/S Procédé de montage d'une éolienne flottante en mer et éolienne flottante en mer
WO2013093160A1 (fr) 2011-12-23 2013-06-27 Universitat Politècnica De Catalunya Structure flottante préfabriquée en béton pour support d'éolienne
CN103282274A (zh) * 2010-11-04 2013-09-04 缅因大学系统理事会 浮置混合复合材料风力涡轮机平台和塔架系统
EP2639452A1 (fr) * 2012-03-15 2013-09-18 Alstom Wind, S.L.U. Éolienne en mer
US20150275850A1 (en) * 2012-11-30 2015-10-01 Mhi Vestas Offshore Wind A/S Floating-body type wind turbine power generating apparatus and method of transporting components of the same
US9238896B2 (en) 2012-12-19 2016-01-19 Universitat Politècnica De Catalunya Floating structure for supporting a wind turbine
US9394035B2 (en) 2010-11-04 2016-07-19 University Of Maine System Board Of Trustees Floating wind turbine platform and method of assembling
CN111502922A (zh) * 2019-01-31 2020-08-07 西门子歌美飒可再生能源公司 用于海上风力涡轮机的升降装置
CN115003596A (zh) * 2020-02-04 2022-09-02 瑞士单浮筒系泊公司 风力海上水生产设施和用于制造这种设施的方法
CN115465418A (zh) * 2022-09-01 2022-12-13 大连海事大学 一种集四浮体半潜式风机基础与可折叠式网箱一体的平台
CN115773206A (zh) * 2022-11-28 2023-03-10 中国电建集团贵州工程有限公司 一种海上风电吊装方法
CN118208370A (zh) * 2024-04-15 2024-06-18 重庆大学 具有损伤时序的震后可维护海上风电结构转接段及应用
CN118775163A (zh) * 2024-08-07 2024-10-15 湖南大学 一种装配式混凝土漂浮式风力机及其施工方法

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JP2014504697A (ja) * 2011-02-03 2014-02-24 スウェイ エーエス 洋上風力発電機の接続構成及びタワーシステム
KR101213232B1 (ko) * 2012-05-02 2012-12-18 부산대학교 산학협력단 블럭식 부유체를 가진 심해용 부유식 풍력 발전기
KR101238864B1 (ko) 2012-05-02 2013-03-04 부산대학교 산학협력단 회전가능한 심해용 부유식 풍력 발전기
EP2933181B1 (fr) 2013-01-21 2017-11-22 MHI Vestas Offshore Wind A/S Procédé de maintenance d'un dispositif de génération d'énergie éolienne flottant
EP2899111B1 (fr) * 2013-01-21 2019-06-12 Mitsubishi Heavy Industries, Ltd. Procédé d'assemblage de dispositif de génération d'énergie éolienne flottant, et dispositif de génération d'énergie éolienne flottant
JP6108445B2 (ja) 2013-03-13 2017-04-05 戸田建設株式会社 浮体式洋上風力発電設備
DK3382201T3 (da) 2013-04-01 2020-04-27 Nippon Steel Corp Flydende legeme-struktur
JP5732150B1 (ja) * 2014-01-29 2015-06-10 サノヤス造船株式会社 タワー型水上構造物およびその設置方法
JP6937627B2 (ja) * 2016-07-13 2021-09-22 戸田建設株式会社 洋上風力発電設備及びその施工方法
ES2716003B2 (es) * 2017-12-07 2019-10-09 Esteyco S A Construccion marina con estructura de embarcadero de hormigon
JP7663913B2 (ja) * 2021-03-29 2025-04-17 戸田建設株式会社 スパー型洋上風力発電設備用浮体の立て起こし方法
CN115306645B (zh) * 2022-08-30 2024-11-01 中国电建集团河南工程有限公司 一种风力发电混凝土塔筒安装施工方法

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US20040169376A1 (en) * 2001-07-06 2004-09-02 Jacques Ruer Offshore wind turbine and method for making same
WO2005028781A2 (fr) * 2003-09-16 2005-03-31 Clement Hiel Pylone composite d'eolienne et son procede d'assemblage
JP2007071097A (ja) * 2005-09-07 2007-03-22 Takenaka Komuten Co Ltd 風力発電タワーの構築方法
JP2009013829A (ja) * 2007-07-03 2009-01-22 Penta Ocean Construction Co Ltd 洋上風力発電装置設置用の双胴船および洋上風力発電装置の設置方法
WO2010023743A1 (fr) * 2008-08-28 2010-03-04 三菱重工業株式会社 Procédé de construction et plateforme de construction de générateur éolien flottant

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040169376A1 (en) * 2001-07-06 2004-09-02 Jacques Ruer Offshore wind turbine and method for making same
WO2005028781A2 (fr) * 2003-09-16 2005-03-31 Clement Hiel Pylone composite d'eolienne et son procede d'assemblage
JP2007071097A (ja) * 2005-09-07 2007-03-22 Takenaka Komuten Co Ltd 風力発電タワーの構築方法
JP2009013829A (ja) * 2007-07-03 2009-01-22 Penta Ocean Construction Co Ltd 洋上風力発電装置設置用の双胴船および洋上風力発電装置の設置方法
WO2010023743A1 (fr) * 2008-08-28 2010-03-04 三菱重工業株式会社 Procédé de construction et plateforme de construction de générateur éolien flottant

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011083021A3 (fr) * 2010-01-07 2011-12-29 Vestas Wind Systems A/S Procédé de montage d'une éolienne flottante en mer et éolienne flottante en mer
CN103282274B (zh) * 2010-11-04 2017-03-29 缅因大学系统理事会 浮置混合复合材料风力涡轮机平台和塔架系统
CN103282274A (zh) * 2010-11-04 2013-09-04 缅因大学系统理事会 浮置混合复合材料风力涡轮机平台和塔架系统
EP2635489A4 (fr) * 2010-11-04 2015-01-28 Univ Maine Sys Board Trustees Système plateforme et tour de turbine éolienne composite hybride flottante
US9518564B2 (en) 2010-11-04 2016-12-13 University Of Maine System Board Of Trustee Floating hybrid composite wind turbine platform and tower system
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