JP2010223114A - Wind power generation facility on the ocean, and method for constructing the same - Google Patents

Wind power generation facility on the ocean, and method for constructing the same Download PDF

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JP2010223114A
JP2010223114A JP2009071884A JP2009071884A JP2010223114A JP 2010223114 A JP2010223114 A JP 2010223114A JP 2009071884 A JP2009071884 A JP 2009071884A JP 2009071884 A JP2009071884 A JP 2009071884A JP 2010223114 A JP2010223114 A JP 2010223114A
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floating body
tower
power generation
wind power
floating
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JP2010223114A5 (en
JP5274329B2 (en
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Osamu Kobayashi
修 小林
Iku Sato
郁 佐藤
Kiyohiko Ko
清彦 高
Yoshiaki Okuwa
義昭 大桑
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Toda Corp
SASEBO HEAVY IND CO Ltd
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SASEBO HEAVY IND CO Ltd
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Priority to PCT/JP2010/055107 priority patent/WO2010110330A1/en
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    • 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
    • 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 
    • B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • 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
    • 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
    • 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
    • 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
    • F03D13/40—Arrangements or methods specially adapted for transporting wind motor components
    • 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

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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a wind power generation facility on the ocean easily and safely installed on the ocean, and also having such an advantage that maintenance is easily performed. <P>SOLUTION: This wind power generation facility on the ocean includes: a floating body 2; a deck 3 set on the upper portion of the floating body; mooring ropes 4, 4... connected to the deck 3; a tower 5 disposed upright on the deck 3; and a nacelle 6 and a plurality of wind mill blades 7, 7... installed on the top of the tower 5. The floating body 2 has a spar-type floating structure composed of a lower concrete floating body structure section 2A in which a plurality of concrete precast cylindrical bodies 12 is tiered in a height direction and the precast cylindrical bodies 12 are tightly linked to each other by prestressing steel 16 so as to be integrated and an upper steel floating body structure section 2B provided adjacently to the upper side of the lower concrete floating body structure section 2A, and having a bottomed hollow portion with an upper end opened. At least during construction, the tower 5 is freely lifted up and down by a tower lifting equipment 8 provided on the deck 3, and stored inside of the floating body 2. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、比較的水深の深い海上に設置されるスパー型の洋上風力発電設備及びその施工方法に関する。   The present invention relates to a spar-type offshore wind power generation facility installed on the sea having a relatively deep water depth and a construction method thereof.

従来より、主として水力、火力及び原子力発電等の発電方式が採用されてきたが、近年は環境や自然エネルギーの有効活用の点から自然風を利用して発電を行う風力発電が注目されている。この風力発電設備には、陸上設置式と、水上(主として海上)設置式とがあるが、沿岸域から後背に山岳地形をかかえる我が国の場合は、沿岸域に安定した風が見込める平野が少ない状況にある。一方、日本は四方を海で囲まれており、海上は発電に適した風が容易に得られるとともに、設置の制約が少ないなどの利点を有する。そこで、近年は洋上風力発電設備又は浮体構造が多く提案されている。   Conventionally, power generation methods such as hydropower, thermal power, and nuclear power generation have been mainly employed, but in recent years, wind power generation that generates power using natural wind has attracted attention from the viewpoint of effective use of the environment and natural energy. There are two types of wind power generation facilities, one on land and the other on the water (mainly on the sea). In Japan, where mountainous landforms are located behind the coast, there are few plains where stable wind can be expected in the coast. It is in. On the other hand, Japan is surrounded on all sides by the sea, and it has the advantage that the wind suitable for power generation can be easily obtained and there are few restrictions on installation. In recent years, therefore, many offshore wind power generation facilities or floating structures have been proposed.

例えば、下記特許文献１では、中空四角柱状の構造物を組み合わせて平面三角形状の水に浮く浮体を構成し、この上に発電用風車を設けた風力発電装置が提案されている。この浮体は水面に浮かぶため「ポンツーン型」と呼ばれている。   For example, Patent Document 1 below proposes a wind power generation apparatus in which a floating body floating in a plane triangular water is configured by combining hollow square columnar structures, and a wind turbine for power generation is provided thereon. This floating body floats on the surface of the water, so it is called “pontoon type”.

また、下記特許文献２では、上部に物品が載置される複数の浮体部と、所定中心に内端を連結して水平放射方向に延在した外端に前記各浮体部を連結する長手状の剛体からなる連結部と、前記浮体部の間に引張力を生じる引張部とを備えた浮体構造が提案されている。   Further, in Patent Document 2 below, 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. There has been proposed 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.

下記特許文献３では、水に浮遊する複数の浮体部と、前記浮体部を環状に連結する剛体からなる連結部と、環状のほぼ中央部を水底に係留する係留手段と、前記浮体部の位置を検出する位置検出手段と、潮流を検出する潮流検出手段と、潮流に対して角度を可変する態様で複数の浮体部に取り付けた舵と、各舵の角度を潮流に対して調整することによって環状のほぼ中央部を中心とした各浮体部の位置を可変する位置制御部とを備えた浮体構造が提案されている。前記特許文献２，３に係る浮体構造は、浮体を水面下に沈めた状態で浮くため「セミサブ型」と呼ばれている。   In the following Patent Document 3, a plurality of floating body portions floating in water, a connecting portion made of a rigid body that connects the floating body portions in an annular shape, mooring means for anchoring an annular substantially central portion on the water bottom, and the position of the floating body portion A position detecting means for detecting a tidal current, a tidal current detecting means for detecting a tidal current, a rudder attached to a plurality of floating bodies in a manner in which the angle is variable with respect to the tidal current, and adjusting the angle of each rudder with respect to the tidal current There has been proposed a floating body structure including a position control unit that varies the position of each floating body centering around an annular substantially central portion. The floating structure according to Patent Documents 2 and 3 is called a “semi-sub type” because it floats in a state where the floating body is submerged below the water surface.

更に、下記特許文献４では、上下の蓋体と、これらの間に連続的に設置された筒状のプレキャストコンクリートブロックとがＰＣ鋼材で一体接合されてなる下部浮体と、該下部浮体にＰＣ鋼材で一体接合された、上記プレキャストコンクリートブロックよりも小径なプレキャストコンクリートブロックと上蓋とからなる上部浮体とから構成され、下部浮体の下部内側に隔壁によって複数のバラストタンクが形成され、上部浮体の内側には隔壁によって複数の水密区画部が形成された洋上風力発電の浮体構造が提案されている。この特許文献４は、釣浮きのように起立状態で浮くため「スパー型」と呼ばれている。   Furthermore, in the following Patent Document 4, a lower floating body in which upper and lower lids and a cylindrical precast concrete block continuously installed between them are integrally joined with a PC steel material, and the lower floating body with a PC steel material. The upper float is composed of a precast concrete block having a smaller diameter than the precast concrete block and the upper lid, and a plurality of ballast tanks are formed by a partition wall inside the lower float, and inside the upper float Has proposed a floating structure for offshore wind power generation in which a plurality of watertight compartments are formed by partition walls. This Patent Document 4 is called a “spar type” because it floats in a standing state like a fishing float.

特開２００１−１６５０３２号公報JP 2001-165032 A 特開２００７−１６０９６５号公報JP 2007-160965 A 特開２００７−３３１４１４号公報JP 2007-331414 A 特開２００９−１８６７１号公報JP 2009-18671 A

前記スパー型浮体は、１つの浮体に１基の風車しか取付けできないが、他のポンツーン型やセミサブ型に比べて、経済性に優れており、浮体の安定性に優れているという利点を有する。   The spar type floating body can attach only one windmill to one floating body, but has an advantage that it is more economical than the other pontoon type and semi-sub type, and is excellent in stability of the floating body.

前記スパー型浮体による風力発電設備の施工は、陸上の製作ヤードで組み立てた後、海上を曳航して洋上設置場所まで運び、バラスト水を投入することによって起立状態で浮かばせた後、大型起重機船を用いて、タワー、ナセル及び風車ブレードを取り付ける手順による。しかし、タワーの高さが５０〜８０ｍにも及ぶため、ナセルや風車ブレードの取付けが高所作業となり危険性が高いとともに、これらのメンテナンスも高所作業となるなどの問題があった。更には、強風又は波浪時における揺動が大きく損傷のおそれがあるなどの問題もあった。   The construction of the wind power generation facility by the spar type floating body is assembled in an onshore production yard, then towed to the ocean, transported to the offshore installation site, and floated in a standing state by throwing in ballast water. Use the procedure to install the tower, nacelle and windmill blade. However, since the height of the tower is as high as 50 to 80 m, there is a problem that the installation of the nacelle and the windmill blade is a high place work and the danger is high, and these maintenances are also a high place work. Furthermore, there has been a problem that there is a risk of damage due to large swinging in strong winds or waves.

そこで本発明の主たる課題は、洋上で容易かつ安全に設置が行えるようにするとともに、メンテナンスが容易に行える、強風又は波浪時における安定性を確保し得るなどの利点を備えた洋上風力発電設備とその施工方法を提供することにある。   Therefore, the main problem of the present invention is that the offshore wind power generation equipment has advantages such as easy and safe installation on the sea, easy maintenance, and ensuring stability in strong winds or waves. It is to provide the construction method.

前記課題を解決するために請求項１に係る本発明として、浮体と、この浮体の上部に設置されるデッキと、このデッキに繋がれた係留索と、前記デッキの上に立設されるタワーと、このタワーの頂部に設備されるナセル及び複数の風車ブレードからなる洋上風力発電設備であって、
前記浮体は、コンクリート製のプレキャスト筒状体を高さ方向に複数段積み上げ、各プレキャスト筒状体をＰＣ鋼材により緊結し一体化を図った下側コンクリート製浮体構造部と、この下側コンクリート浮体構造部の上側に連設された上側鋼製浮体構造部とからなるとともに、上端部を開口させた有底中空部を有するスパー型の浮体構造とし、少なくとも施工時に前記タワーは前記デッキ上に設けたタワー昇降設備によって昇降自在とされ、前記浮体内部に収容可能とされることを特徴とする洋上風力発電設備が提供される。 In order to solve the above-mentioned problems, the present invention according to claim 1 includes a floating body, a deck installed above the floating body, a mooring line connected to the deck, and a tower standing on the deck. And an offshore wind power generation facility consisting of a nacelle and a plurality of windmill blades installed at the top of this tower,
The floating body includes a lower concrete floating body structure in which 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 lower concrete floating body And a spar type floating structure having a bottomed hollow part with an open upper end, and at least during construction, the tower is provided on the deck. There is provided an offshore wind power generation facility that can be moved up and down by a tower lifting and lowering facility and can be accommodated inside the floating body.

上記請求項１記載の発明では、浮体をコンクリート製のプレキャスト筒状体を高さ方向に複数段積み上げ、各プレキャスト筒状体をＰＣ鋼材により緊結し一体化を図った下側コンクリート製浮体構造部と、この下側コンクリート浮体構造部の上側に連設された上側鋼製浮体構造部とからなるとともに、上端部を開口させた有底中空部を有するスパー型の浮体構造とするものである。   In the first aspect of the present invention, the lower concrete floating structure in which the floating body is made of a plurality of precast cylindrical bodies made of concrete and stacked in the height direction, and each precast cylindrical body is fastened and integrated with PC steel. And a spar type floating body structure having a bottomed hollow portion having an upper end opened, and an upper steel floating body structure portion continuously provided on the upper side of the lower concrete floating body structure portion.

従って、後述の請求項３に示す施工手順に示すように、タワーを浮体内に収容した状態で曳航し、バラストを投入することによって浮体を直立状態に起立させ、タワー昇降設備によってタワーを任意の高さ位置まで引き上げた状態で、前記ナセルを設置するとともに、風車ブレードを設置し、すべての部材取付けが完了した後、タワーを正規の高さ位置まで引き上げ固定する手順とすることにより、タワーを下降させた状態でナセルや風車ブレードの取付けができるようになり高所作業が減って安全に施工できるようになる。また、供用後のメンテナンス時にタワーを下降させることにより安全に作業が行えるようになるとともに、強風や波浪時にも、タワーを下降させることにより安定性が増し損傷のおそれも少なくなる。   Therefore, as shown in the construction procedure described in claim 3 to be described later, the tower is towed in a state of being accommodated in the floating body, and the floating body is erected in an upright state by throwing in the ballast. With the nacelle installed in the state of being pulled up to the height position, the wind turbine blades are installed, and after the installation of all members is completed, the tower is lifted and fixed to the normal height position. The nacelle and windmill blade can be attached in the lowered state, and the work at a high place is reduced, enabling safe construction. In addition, the work can be safely performed by lowering the tower during maintenance after service, and the stability is increased and the risk of damage is reduced by lowering the tower even during strong winds or waves.

さらに、下側コンクリート製浮体構造部と上側鋼製浮体構造部とからなる浮体構造とすることにより、重心を低くすることができるため、浮体の安定性が増すとともに、浮体の長さ寸法を低減することが可能となる。海上に突出している部分が鋼製のため、船舶の衝突に対して有利になるなどの効果がもたらされるようになる。   Furthermore, since the center of gravity can be lowered by adopting a floating structure consisting of the lower concrete floating structure and the upper steel floating structure, the stability of the floating structure is increased and the length of the floating structure is reduced. It becomes possible to do. Since the portion that protrudes on the sea is made of steel, it is advantageous in that it is advantageous for a ship collision.

請求項２に係る本発明として、前記上側鋼製浮体構造部は、高さ方向に段階的に外径寸法が縮小される変断面形状としてある請求項１記載の洋上風力発電設備が提供される。   As the present invention according to claim 2, the offshore wind power generation facility according to claim 1 is provided, wherein the upper steel floating structure has a variable cross-sectional shape in which the outer diameter dimension is gradually reduced in the height direction. .

上記請求項２記載の発明は、上側鋼製浮体構造部を、高さ方向に段階的に外径寸法が縮小される変断面形状とするものである。従って、重心が低くなり強風や波浪に対する安定性が増すようになるとともに、上部側を相対的に小径断面としたことにより平常時に波の影響を受けづらくなる。   In the invention according to the second aspect, the upper steel floating structure has a variable cross-sectional shape whose outer diameter is gradually reduced in the height direction. Accordingly, the center of gravity is lowered and stability against strong winds and waves is increased, and the upper side is relatively small in diameter so that it is less likely to be affected by waves in normal times.

請求項３に係る本発明として、請求項１、２いずれかに記載の洋上風力発電設備を洋上に設置するための施工方法であって、
浮体内部にタワーを収容させた状態で海上に横向きで浮かべ、洋上設置場所まで曳航する第１手順と、
洋上設置場所において、バラストを投入することによって浮体を直立状態に起立させる第２手順と、
前記タワー昇降設備によってタワーを任意の高さ位置まで引き上げた状態で、前記ナセルを設置するとともに、風車ブレードを設置する第３手順と、
タワーを正規の高さ位置まで引き上げ固定する第４手順とからなる洋上風力発電設備の施工方法が提供される。 The present invention according to claim 3 is a construction method for installing the offshore wind power generation facility according to any of claims 1 and 2 on the ocean,
A first step of floating sideways on the sea with the tower housed inside the floating body and towing to the offshore installation location;
A second procedure for raising the floating body in an upright state by inserting ballast at an offshore installation location;
A third step of installing the nacelle and the wind turbine blade in a state where the tower is raised to an arbitrary height by the tower lifting device;
A construction method of an offshore wind power generation facility is provided, which includes a fourth step of lifting and fixing the tower to a normal height position.

上記請求項３記載の発明によれば、タワーを下降させた状態でナセルや風車ブレードの取付けができるようになり高所作業が減って安全に施工できるようになる。   According to the third aspect of the invention, 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 is reduced and the construction can be performed safely.

以上詳説のとおり本発明によれば、洋上で容易かつ安全に設置が行えるようになるとともに、メンテナンスが容易に行える、強風又は波浪時における安定性を確保し得るなどの利点を備えた洋上風力発電設備とすることができる。   As described above in detail, according to the present invention, offshore wind power generation has advantages such as easy and safe installation on the ocean, easy maintenance, and stability during strong winds or waves. It can be equipment.

本発明に係る洋上風力発電設備１の概略図である。1 is a schematic view of an offshore wind power generation facility 1 according to the present invention. 浮体２の縦断面図である。2 is a longitudinal sectional view of a floating body 2. FIG. プレキャスト筒状体１２(１３)を示す、(A)は縦断面図、(B)は平面図(B-B線矢視図)、(C)は底面図(C-C線矢視図)である。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). プレキャスト筒状体１２(１３)同士の緊結要領図(A)(B)である。FIG. 3 is a schematic diagram (A) and (B) of tight-bonding between precast cylindrical bodies 12 (13). 上側鋼製浮体構造部を示す縦断面図である。It is a longitudinal cross-sectional view which shows an upper steel floating body structure part. 洋上風力発電設備１の施工手順図(その１)である。It is construction procedure figure (the 1) of offshore wind power generation equipment. 洋上風力発電設備１の施工手順図(その２)である。It is construction procedure figure (the 2) of offshore wind power generation equipment. 洋上風力発電設備１の施工手順図(その３)である。It is construction procedure figure (the 3) of offshore wind power generation equipment. 洋上風力発電設備１の施工手順図(その４)である。It is construction procedure figure (the 4) of offshore wind power generation equipment. 洋上風力発電設備１の施工手順図(その５)である。It is construction procedure figure (the 5) of offshore wind power generation equipment. 洋上風力発電設備１の施工手順図(その６)である。It is construction procedure figure (the 6) of offshore wind power generation equipment. 洋上風力発電設備１の施工手順図(その７)である。It is construction procedure figure (the 7) of offshore wind power generation equipment.

以下、本発明の実施の形態について図面を参照しながら詳述する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

図１に示されるように、洋上風車発電設備１は、浮体２と、この浮体２の上部に設置されるデッキ３と、このデッキ３に繋がれた係留索４、４…と、前記デッキ３の上に立設されるタワー５と、このタワー５の頂部に設備されるナセル６及び複数の風車ブレード７，７…からなるものである。   As shown in FIG. 1, the offshore wind turbine power generation facility 1 includes a floating body 2, a deck 3 installed on the top of the floating body 2, mooring lines 4, 4... Connected to the deck 3, and the deck 3. The tower 5 is provided on the top of the tower 5, and the nacelle 6 and the plurality of windmill blades 7, 7.

そして、前記浮体２は、図２に示されるように、コンクリート製のプレキャスト筒状体１２〜１３を高さ方向に複数段積み上げ、各プレキャスト筒状体１２〜１３をＰＣ鋼材により緊結し一体化を図った下側コンクリート製浮体構造部２Ａと、この下側コンクリート浮体構造部２Ａの上側に連設された上側鋼製浮体構造部２Ｂとからなるとともに、上端部を開口させた有底中空部を有するスパー型の浮体構造とし、前記タワー５は少なくとも施工時に前記デッキ３上に設けたタワー昇降設備によって昇降自在とされ、前記浮体２内部に収容可能となっているものである。前記浮体２の吃水Ｌは、２ＭＷ級発電設備の場合概ね６０ｍ以上に設定される。   As shown in FIG. 2, the floating body 2 is formed by stacking a plurality of precast cylindrical bodies 12 to 13 made of concrete in the height direction, and the precast cylindrical bodies 12 to 13 are tightly coupled by a PC steel material. The lower concrete floating structure 2A and the upper steel floating structure 2B connected to the upper side of the lower concrete floating structure 2A, and the bottomed hollow part having an open upper end The tower 5 can be moved up and down by a tower lifting device provided on the deck 3 at the time of construction and can be accommodated inside the floating body 2. The flooded water L of the floating body 2 is set to approximately 60 m or more in the case of a 2 MW class power generation facility.

以下、更に具体的に詳述する。   This will be described in more detail below.

前記浮体２は、図２に示されるように、有底円筒形状のバラスト部１０と、このバラスト部１０の上面に連設された下側コンクリート浮体構造部２Ａと、この下側コンクリート浮体構造部２Ａの上側に連設された上側鋼製浮体構造部２Ｂとからなる。前記バラスト部１０及び下側コンクリート浮体構造部２Ａはすべてコンクリートのプレキャスト部材とされる。下側コンクリート浮体構造部２Ａと上側鋼製浮体構造部２Ｂとの境界部に合成プレキャスト部材１３が介在され、両者が接合されている。前記上側鋼製浮体構造部２Ｂは、高さ方向に段階的に外径寸法が縮小される変断面形状としてある。図示例では２段階の変断面形状としてある。   As shown in FIG. 2, the floating body 2 includes a bottomed cylindrical ballast portion 10, a lower concrete floating structure portion 2 </ b> A connected to the upper surface of the ballast portion 10, and the lower concrete floating structure portion. It consists of the upper steel floating body structure part 2B provided continuously on the upper side of 2A. The ballast portion 10 and the lower concrete floating structure portion 2A are all concrete precast members. A synthetic precast member 13 is interposed at the boundary between the lower concrete floating structure 2A and the upper steel floating structure 2B, and both are joined. The upper steel floating body structure portion 2B has a variable cross-sectional shape in which the outer diameter dimension is gradually reduced in the height direction. In the illustrated example, it has a two-stage variable cross-sectional shape.

以下、更に具体的に詳述する。   This will be described in more detail below.

前記下側コンクリート浮体構造部２Ａは、コンクリート製のプレキャスト筒状体１２…と、合成プレキャスト部材１３の下半部分とで構成されている。前記プレキャスト筒状体１２は、図３に示されるように、軸方向に同一断面とされる円形筒状のプレキャスト部材であり、それぞれが同一の型枠を用いて製作されるか、遠心成形により製造された中空プレキャスト部材が用いられる。   The lower concrete floating body structure portion 2 </ b> A is composed of a precast cylindrical body 12 made of concrete and a lower half portion of the synthetic precast member 13. As shown in FIG. 3, the precast cylindrical body 12 is a circular cylindrical precast member having the same cross section in the axial direction, and each is manufactured using the same mold or by centrifugal molding. The manufactured hollow precast member is used.

壁面内には鉄筋２０の他、周方向に適宜の間隔でＰＣ鋼棒１６を挿通するためのシース２１、２１…が埋設されている。このシース２１、２１…の下端部にはＰＣ鋼棒１６同士を連結するためのカップラーを挿入可能とするためにシース拡径部２１ａが形成されているとともに、上部には定着用アンカープレートを嵌設するための箱抜き部２２が形成されている。また、上面には吊り金具２３が複数設けられている。   In addition to the reinforcing bars 20, 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. In addition, a plurality of suspension fittings 23 are provided on the upper surface.

プレキャスト筒状体１２同士の緊結は、図４(A)に示されるように、下段側プレキャスト筒状体１２から上方に延長されたＰＣ鋼棒１６、１６…をシース２１、２１…に挿通させながらプレキャスト筒状体１２，１２を積み重ねたならば、アンカープレート２４を箱抜き部２２に嵌設し、ナット部材２５によりＰＣ鋼棒１６に張力を導入し一体化を図る。また、グラウト注入孔２７からグラウト材をシース２１内に注入する。なお、前記アンカープレート２４に形成された孔２４ａはグラウト注入確認孔であり、該確認孔からグラウト材が吐出されたことをもってグラウト材の充填を終了する。   As shown in FIG. 4 (A), the precast cylindrical bodies 12 are tightened by inserting the PC steel rods 16, 16... Extending upward from the lower-stage precast cylindrical body 12 into the sheaths 21, 21. However, when the precast cylindrical bodies 12 and 12 are stacked, the anchor plate 24 is fitted into the box opening portion 22, and tension is introduced into the PC steel bar 16 by the nut member 25 to achieve integration. A grout material is injected into the sheath 21 from the grout injection hole 27. The hole 24a formed in the anchor plate 24 is a grout injection confirmation hole, and the filling of the grout material is completed when the grout material is discharged from the confirmation hole.

次に、図４(B)に示されるように、ＰＣ鋼棒１６の突出部に対してカップラー２６を螺合し、上段側のＰＣ鋼棒１６、１６…を連結したならば、上段となるプレキャスト筒状体１２のシース２１、２１…に前記ＰＣ鋼棒１６、１６…を挿通させながら積み重ね、前記要領によりＰＣ鋼棒１６の定着を図る手順を順次繰り返すことにより高さ方向に積み上げられる。この際、下段側プレキャスト筒状体１２と上段側プレキャスト筒状体１２との接合面には止水性確保及び合わせ面の接合のためにエポキシ樹脂系などの接着剤２８やシール材が塗布される。   Next, as shown in FIG. 4 (B), if the coupler 26 is screwed into the protruding portion of the PC steel bar 16, and the upper PC steel bars 16, 16,. The PC steel rods 16, 16 are stacked while being inserted through the sheaths 21, 21 ... of the precast cylindrical body 12, and the PC steel rods 16 are stacked in the height direction by sequentially repeating the procedure for fixing the PC steel rods 16 according to the above procedure. At this time, an adhesive 28 such as an epoxy resin or a sealing material is applied to the joint surface between the lower-stage precast tubular body 12 and the upper-stage precast tubular body 12 in order to ensure waterproofness and join the mating surfaces. .

次いで、前記合成プレキャスト部材１３は、図５にも示されるように、コンクリート製のプレキャスト筒状体１６と鋼製筒状体１７との合成構造である。これらは一体的に製作される。前記プレキャスト筒状体１６は、前記鋼製筒状体１７の肉厚分の厚さを減じた外径寸法とされ、この外周に前記鋼製筒状体１７の下半部分が外嵌された構造とし、前記プレキャスト筒状体１６の上端面がＰＣ鋼棒１６の締結面とされる。   Next, the composite precast member 13 has a composite structure of a concrete precast tubular body 16 and a steel tubular body 17 as shown in FIG. These are manufactured integrally. The precast tubular body 16 has an outer diameter dimension obtained by reducing the thickness of the steel tubular body 17, and the lower half portion of the steel tubular body 17 is fitted on the outer periphery. The upper end surface of the precast cylindrical body 16 is a fastening surface of the PC steel rod 16.

前記上側鋼製浮体構造部２Ｂは、前記合成プレキャスト部材１３の上半部分と、鋼製筒状体１４，１５とで構成されている。下段側の鋼製筒状体１４は、合成プレキャスト部材１３と同一の外径寸法とされ、合成プレキャスト部材１３に対して、ボルト又は溶接等（図示例はボルト締結）によって連結される。上段側の鋼製筒状体１５は、前記下段側の鋼製筒状体１４よりも外径寸法が縮小され、変断面形状とされ、下段側の鋼製筒状体１４に対してボルト又は溶接等（図示例はボルト締結）によって連結される。前記上段側鋼製筒状体１５の上端は開口のままとされるとともに、前記上段側鋼製筒状体１５及び下段側鋼製筒状体１４との境界部及び下段側鋼製筒状体１４と鋼製筒状体１７との境界部は空間が仕切られておらず、浮体２内部にはタワー５を収容するための中空部が形成されている。   The upper steel floating body structure portion 2 </ b> B is composed of an upper half portion of the synthetic precast member 13 and steel tubular bodies 14 and 15. The lower-stage steel tubular body 14 has the same outer diameter as that of the synthetic precast member 13 and is connected to the synthetic precast member 13 by bolts, welding, or the like (in the illustrated example, bolt fastening). The upper-stage steel tubular body 15 has an outer diameter smaller than that of the lower-stage steel tubular body 14 and has a variable cross-sectional shape. They are connected by welding or the like (in the illustrated example, bolt fastening). The upper end of the upper steel tubular body 15 is left open, the boundary between the upper steel tubular body 15 and the lower steel tubular body 14 and the lower steel tubular body. A space is not partitioned at the boundary between 14 and the steel tubular body 17, and a hollow portion for accommodating the tower 5 is formed inside the floating body 2.

一方、前記タワー５は、鋼材、コンクリート又はＰＲＣ（プレストレスト鉄筋コンクリート）から構成されるものが使用されるが、好ましいのは総重量が小さくなるように鋼材によって製作されたものを用いるのが望ましい。また、前記ナセル６は、風車の回転を電気に変換する発電機やブレードの角度を自動的に変えることができる制御器などが搭載された装置である。   On the other hand, the tower 5 is made of steel, concrete, or PRC (prestressed reinforced concrete). Preferably, the tower 5 is 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.

〔施工手順〕
以下、図６〜図１２に基づき、前記洋上風力発電設備１の施工手順について詳述する。
（第１手順）
製作ヤードに隣接した洋上において、図６に示されるように、浮体２内部にタワー５を収容した状態で海上に横向きで浮かべ、バラスト水３１を注水し吃水を調整した後、曳航船１８により洋上設置場所まで曳航する。なお、下側コンクリート浮体構造部２Ａと、上側鋼製浮体構造部２Ｂとでは、下側コンクリート浮体構造部２Ａ側の方が重いため、バランス調整用浮体３２を浮かべるとともに、この浮体上に設置したウインチ３３から繰り出されたワイヤの一端を下側コンクリート浮体構造部２Ａの端部に連結し、浮体２が水平になるように調整する。なお、浮体２内部にタワー５を収容した状態で、前記上段側鋼製筒状体１５の上端開口は塞がれている。 [Construction procedure]
Hereinafter, based on FIGS. 6-12, the construction procedure of the said offshore wind power generation equipment 1 is explained in full detail.
(First procedure)
On the ocean adjacent to the production yard, as shown in FIG. 6, the tower 5 is accommodated inside the floating body 2 and floated sideways on the ocean. Tow to installation location. In the lower concrete floating structure 2A and the upper steel floating structure 2B, since the lower concrete floating structure 2A is heavier, the balance adjusting floating body 32 is floated and installed on the floating structure. One end of the wire fed out from the winch 33 is connected to the end of the lower concrete floating body structure portion 2A, and the floating body 2 is adjusted to be horizontal. In the state where the tower 5 is accommodated inside the floating body 2, the upper end opening of the upper steel tubular body 15 is closed.

（第２手順）
図７に示されるように、洋上設置場所に到着したならば、バラスト水３１を注水するとともに、前記バランス調整用浮体３２上のウインチ３３からワイヤを徐々に繰り出すことにより、ゆっくりと浮体２を直立状態に起立させる。 (Second procedure)
As shown in FIG. 7, when arriving at the offshore installation location, the ballast water 31 is poured, and the wire 2 is gradually fed out from the winch 33 on the balance adjusting floating body 32, so that the floating body 2 is slowly upright. Stand up to the state.

図８に示されるように、浮体２を起立させたならば、浮体２の上部にデッキ３を設置するとともに、前記デッキ３に係留索４の一端を繋ぎ止めるとともに、他端を海底に沈設したアンカーに繋ぎ留めて浮体２の安定を図る。   As shown in FIG. 8, when the floating body 2 is erected, the deck 3 is installed on the floating body 2, one end of the mooring line 4 is tied to the deck 3, and the other end is set on the seabed. The floating body 2 is stabilized by being tied to the anchor.

（第３手順）
デッキ３上にタワー昇降設備８を設置し、タワー５の引上げ作業に入る。前記タワー昇降設備８は、例えば同図に示されるように、タワー５の基部周囲に所定の間隔でセンターホールジャッキ９，９…を配置するとともに、ＰＣ鋼線１０の一端をシーブ１１を巻回させた後、センターホールジャッキ９を通してタワー５の下端に緊結し、前記センターホールジャッキ９の伸縮操作により、タワー５の下降と上昇とを可能とした設備である。 (Third procedure)
The tower lifting / lowering equipment 8 is installed on the deck 3 and the tower 5 is pulled up. The tower lifting / lowering equipment 8 has center hole jacks 9, 9,... Arranged at predetermined intervals around the base of the tower 5 as shown in the figure, and one end of the PC steel wire 10 is wound around a sheave 11. Then, the center hole jack 9 is tightly connected to the lower end of the tower 5, and the tower 5 can be lowered and raised by the expansion and contraction operation of the center hole jack 9.

図１０に示されるように、前記タワー昇降設備８により、タワー５を任意の高さ位置まで引き上げた状態で、前記ナセル６を設置するとともに、２枚の風車ブレード７，７を設置する。
その後、図１１に示されるように、若干タワー５を引き上げて、残りの風車ブレード７を取り付ける。 As shown in FIG. 10, the nacelle 6 is installed and the two windmill blades 7 and 7 are installed in a state where the tower 5 is pulled up to an arbitrary height position by the tower elevating equipment 8.
Thereafter, as shown in FIG. 11, the tower 5 is slightly lifted and the remaining wind turbine blades 7 are attached.

（第４手順）
すべての部材取付け作業を終えたならば、図１２に示されるように、前記タワー昇降設備８によってタワー５を上昇させたならば、タワー固定用ベース金具３４等によりタワー５を正規の高さ位置に固定し施工を完了する。 (4th procedure)
When all the members are attached, as shown in FIG. 12, when the tower 5 is raised by the tower lifting / lowering equipment 8, the tower 5 is moved to the normal height position by the tower fixing base bracket 34 or the like. Complete the installation by fixing to.

〔他の形態例〕
(1)上記形態例では、バラストとして海水又は水を用いたが、コンクリートブロックを内部に投入しても良いし、バラスト部１０の上側にコンクリート筒状体１２の外周にコンクリート製のリングを外嵌させるようにしてもよい。これらは併用してもよい。
(2)上記形態例では、前記タワー昇降設備８を撤去したが、残置しておき、その後のメンテナンス時や強風、波浪時にタワー５を下降させる際に使用できるようにしてもよい。もちろん、タワー下降作業時にタワー昇降設備８を新たに設置するようにしてもよい。 [Other examples]
(1) In the above embodiment, seawater or water is used as the ballast. However, a concrete block may be put inside, or a concrete ring is attached to the outer periphery of the concrete cylindrical body 12 on the upper side of the ballast portion 10. You may make it fit. These may be used in combination.
(2) In the above embodiment, the tower elevating equipment 8 has been removed, but it may be left behind so that it can be used when the tower 5 is lowered during maintenance, strong winds, and waves. Of course, you may make it install the tower raising / lowering installation 8 newly at the time of tower lowering work.

１…洋上風力発電設備、２…浮体、３…デッキ、４…係留索、５…タワー、６…ナセル、７…風車ブレード、８…タワー昇降設備   DESCRIPTION OF SYMBOLS 1 ... Offshore wind power generation equipment, 2 ... Floating body, 3 ... Deck, 4 ... Mooring line, 5 ... Tower, 6 ... Nacelle, 7 ... Windmill blade, 8 ... Tower raising / lowering equipment

Claims (3)

浮体と、この浮体の上部に設置されるデッキと、このデッキに繋がれた係留索と、前記デッキの上に立設されるタワーと、このタワーの頂部に設備されるナセル及び複数の風車ブレードからなる洋上風力発電設備であって、
前記浮体は、コンクリート製のプレキャスト筒状体を高さ方向に複数段積み上げ、各プレキャスト筒状体をＰＣ鋼材により緊結し一体化を図った下側コンクリート製浮体構造部と、この下側コンクリート浮体構造部の上側に連設された上側鋼製浮体構造部とからなるとともに、上端部を開口させた有底中空部を有するスパー型の浮体構造とし、少なくとも施工時に前記タワーは前記デッキ上に設けたタワー昇降設備によって昇降自在とされ、前記浮体内部に収容可能とされることを特徴とする洋上風力発電設備。 A floating body, a deck installed on the top of the floating body, a mooring line connected to the deck, a tower standing on the deck, a nacelle and a plurality of windmill blades installed on the top of the tower An offshore wind power generation facility comprising:
The floating body includes a lower concrete floating body structure in which 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 lower concrete floating body And a spar type floating structure having a bottomed hollow part with an open upper end, and at least during construction, the tower is provided on the deck. An offshore wind power generation facility that can be moved up and down by a tower lifting and lowering facility and can be accommodated inside the floating body. 前記上側鋼製浮体構造部は、高さ方向に段階的に外径寸法が縮小される変断面形状としてある請求項１記載の洋上風力発電設備。   2. The offshore wind power generation facility according to claim 1, wherein the upper steel floating structure has a variable cross-sectional shape in which an outer diameter dimension is gradually reduced in a height direction. 請求項１、２いずれかに記載の洋上風力発電設備を洋上に設置するための施工方法であって、
浮体内部にタワーを収容させた状態で海上に横向きで浮かべ、洋上設置場所まで曳航する第１手順と、
洋上設置場所において、バラストを投入することによって浮体を直立状態に起立させる第２手順と、
前記タワー昇降設備によってタワーを任意の高さ位置まで引き上げた状態で、前記ナセルを設置するとともに、風車ブレードを設置する第３手順と、
タワーを正規の高さ位置まで引き上げ固定する第４手順とからなる洋上風力発電設備の施工方法。 A construction method for installing the offshore wind power generation facility according to claim 1 or 2 on the ocean,
The first step of floating sideways on the sea with the tower inside the floating body and towing to the offshore installation location;
A second procedure for raising the floating body in an upright state by inserting ballast at an offshore installation location;
A third step of installing the nacelle and the wind turbine blade in a state where the tower is raised to an arbitrary height by the tower lifting device;
A construction method of an offshore wind power generation facility comprising a fourth step of lifting and fixing the tower to a regular height position.
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012043794A1 (en) 2010-09-30 2012-04-05 旭化成ケミカルズ株式会社 Injection-molded object
CN102734076A (en) * 2012-07-02 2012-10-17 袁宗凡 Water wind power generation system
JP2012201217A (en) * 2011-03-25 2012-10-22 Toda Constr Co Ltd Method for constructing offshore wind power generation facility
JP2012201218A (en) * 2011-03-25 2012-10-22 Toda Constr Co Ltd Method for constructing offshore wind power generation facility
WO2014083684A1 (en) 2012-11-30 2014-06-05 三菱重工業株式会社 Floating-body type wind power generation device and method for transporting components of same
KR101417835B1 (en) * 2012-12-12 2014-07-09 현대건설주식회사 Structure for offshore wind turbine having extendable tower
WO2014112115A1 (en) 2013-01-21 2014-07-24 三菱重工業株式会社 Method for maintaining floating wind-power generation device
WO2014141911A1 (en) * 2013-03-13 2014-09-18 戸田建設株式会社 Floating offshore wind power generation facility
KR101471151B1 (en) * 2013-10-22 2014-12-09 대우조선해양 주식회사 Optimization coupling structure for flare tower and plant structure in floating offshore plant
JP6041906B2 (en) * 2013-01-21 2016-12-14 三菱重工業株式会社 Floating wind power generator assembly method and floating wind power generator
JP2018016302A (en) * 2016-07-13 2018-02-01 戸田建設株式会社 Offshore wind power generation facility and installation method of the same
CN110296051A (en) * 2019-07-25 2019-10-01 广州林电科技有限公司 A kind of small-sized sea-borne wind power generation apparatus with safeguard function

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2970694B1 (en) * 2011-01-25 2015-07-03 Dcns FLOATING SUPPORT FOR A WIND-TYPE STRUCTURE
DE102011079314A1 (en) * 2011-07-18 2013-01-24 Rolf J. Werner Tower-shaped structure
ES2415767B2 (en) 2011-12-23 2014-06-04 Universitat Politècnica De Catalunya PREFABRICATED FLOATING CONCRETE STRUCTURE FOR AEROGENERATOR SUPPORT
US9238896B2 (en) 2012-12-19 2016-01-19 Universitat Politècnica De Catalunya Floating structure for supporting a wind turbine
ES2496390B1 (en) * 2013-03-18 2015-04-14 Ingecid Investigación Y Desarrollo De Proyectos, S.L. Foundation structure for wind turbines at sea
WO2014163501A1 (en) * 2013-04-05 2014-10-09 Gustomsc Recourses B.V. Floating wind turbine
FR3036371B1 (en) * 2015-05-22 2021-06-18 Jean Pierre Compagnon FLOATING STRUTURE ALLOWING THE TOWING OF OFFSHORE WIND TURBINES ON THEIR DEEP SEA OPERATING SITE, EQUIPPED WITH ALL THEIR EQUIPMENT, READY TO OPERATE
CN108860495A (en) * 2017-05-09 2018-11-23 上海绿色环保能源有限公司 Applied to the floatation type blower between shallow water and deep water
CN108032062B (en) * 2018-01-08 2023-08-18 大连理工大学 Overall dismounting device and method for offshore single-pile fan based on blasting
WO2020230685A1 (en) * 2019-05-10 2020-11-19 国立大学法人大阪大学 Floating offshore wind turbine and installation method for floating offshore wind turbine
CN110371251A (en) * 2019-07-11 2019-10-25 上海交通大学 A kind of novel floatation type list column wind turbine mooring gear
CN110371261A (en) * 2019-07-11 2019-10-25 上海交通大学 A kind of basis shallow draft Spar suitable for middle coastal waters domain
CN110616667A (en) * 2019-09-29 2019-12-27 大连理工大学 Wave preventing device suitable for installation of offshore floating type fan and method for installing offshore floating type fan
EP4115081B1 (en) 2020-03-06 2023-11-01 Vestas Wind Systems A/S Method of installing rotor blades on an offshore wind turbine
EP4317682A1 (en) 2021-03-29 2024-02-07 Toda Corporation Method for raising floating body for spar-type offshore wind power generation facility
CN114104195A (en) * 2021-11-25 2022-03-01 三峡珠江发电有限公司 Mooring system suitable for medium-shallow water floating type offshore wind power foundation platform
CN114348193B (en) * 2022-01-13 2024-04-05 东北石油大学 Self-generating deep-sea movable ocean platform system and construction method thereof

Citations (6)

* 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 (en) * 2003-09-16 2005-03-31 Clement Hiel Composite tower for a wind turbine and method of assembly
JP2007071097A (en) * 2005-09-07 2007-03-22 Takenaka Komuten Co Ltd Construction method of wind power generation tower
US20090000227A1 (en) * 2007-06-28 2009-01-01 Nordex Energy Gmbh Wind energy plant tower
JP2009013829A (en) * 2007-07-03 2009-01-22 Penta Ocean Construction Co Ltd Catamaran for installing offshore wind power generation device and installation method of the offshore wind power generation device
JP2009057713A (en) * 2007-08-30 2009-03-19 Kyushu Electric Power Co Inc Wind power generation hybrid tower, and its construction method

Patent Citations (6)

* 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 (en) * 2003-09-16 2005-03-31 Clement Hiel Composite tower for a wind turbine and method of assembly
JP2007071097A (en) * 2005-09-07 2007-03-22 Takenaka Komuten Co Ltd Construction method of wind power generation tower
US20090000227A1 (en) * 2007-06-28 2009-01-01 Nordex Energy Gmbh Wind energy plant tower
JP2009013829A (en) * 2007-07-03 2009-01-22 Penta Ocean Construction Co Ltd Catamaran for installing offshore wind power generation device and installation method of the offshore wind power generation device
JP2009057713A (en) * 2007-08-30 2009-03-19 Kyushu Electric Power Co Inc Wind power generation hybrid tower, and its construction method

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012043794A1 (en) 2010-09-30 2012-04-05 旭化成ケミカルズ株式会社 Injection-molded object
JP2012201217A (en) * 2011-03-25 2012-10-22 Toda Constr Co Ltd Method for constructing offshore wind power generation facility
JP2012201218A (en) * 2011-03-25 2012-10-22 Toda Constr Co Ltd Method for constructing offshore wind power generation facility
CN102734076A (en) * 2012-07-02 2012-10-17 袁宗凡 Water wind power generation system
WO2014083684A1 (en) 2012-11-30 2014-06-05 三菱重工業株式会社 Floating-body type wind power generation device and method for transporting components of same
US9822767B2 (en) 2012-11-30 2017-11-21 Mhi Vestas Offshore Wind A/S Floating-body type wind turbine power generating apparatus and method of transporting components of the same
KR101417835B1 (en) * 2012-12-12 2014-07-09 현대건설주식회사 Structure for offshore wind turbine having extendable tower
JP6041906B2 (en) * 2013-01-21 2016-12-14 三菱重工業株式会社 Floating wind power generator assembly method and floating wind power generator
WO2014112115A1 (en) 2013-01-21 2014-07-24 三菱重工業株式会社 Method for maintaining floating wind-power generation device
US10041469B2 (en) 2013-01-21 2018-08-07 Mhi Vestas Offshore Wind A/S Method for maintaining floating-body type wind turbine power generating apparatus
JPWO2014112114A1 (en) * 2013-01-21 2017-01-19 三菱重工業株式会社 Floating wind power generator assembly method and floating wind power generator
KR20150131080A (en) * 2013-03-13 2015-11-24 토다켄세츠 가부시키카이샤 Floating offshore wind power generation facility
US9777713B2 (en) 2013-03-13 2017-10-03 Toda Corporation Floating offshore wind power generation facility
JP2014173586A (en) * 2013-03-13 2014-09-22 Toda Constr Co Ltd Floating body offshore wind turbine generator facility
WO2014141911A1 (en) * 2013-03-13 2014-09-18 戸田建設株式会社 Floating offshore wind power generation facility
TWI661125B (en) * 2013-03-13 2019-06-01 日商戶田建設股份有限公司 Floating body offshore wind power generation equipment
KR102155394B1 (en) * 2013-03-13 2020-09-11 토다켄세츠 가부시키카이샤 Floating offshore wind power generation facility
KR101471151B1 (en) * 2013-10-22 2014-12-09 대우조선해양 주식회사 Optimization coupling structure for flare tower and plant structure in floating offshore plant
JP2018016302A (en) * 2016-07-13 2018-02-01 戸田建設株式会社 Offshore wind power generation facility and installation method of the same
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