JP5727732B2 - Floating structure - Google Patents

Floating structure Download PDF

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JP5727732B2
JP5727732B2 JP2010187182A JP2010187182A JP5727732B2 JP 5727732 B2 JP5727732 B2 JP 5727732B2 JP 2010187182 A JP2010187182 A JP 2010187182A JP 2010187182 A JP2010187182 A JP 2010187182A JP 5727732 B2 JP5727732 B2 JP 5727732B2
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floating
floating body
water
leg
main body
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JP2012045981A (en
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裕治 粟島
裕治 粟島
治樹 吉本
治樹 吉本
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Japan Marine United Corp
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Japan Marine United Corp
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    • 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
    • F05B2240/00Components
    • F05B2240/90Mounting on supporting structures or systems
    • F05B2240/95Mounting on supporting structures or systems offshore
    • 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
    • Y02E10/727Offshore wind turbines

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  • Wind Motors (AREA)

Description

本発明は、浮体構造物に関し、特に、安定した状態で浮体構造物の設置や保守等の作業を行うことができる浮体構造物に関する。   The present invention relates to a floating structure, and more particularly to a floating structure capable of performing operations such as installation and maintenance of the floating structure in a stable state.

近年、洋上風力発電用の浮体構造物として、スパー型、セミサブ型等の浮遊型の浮体構造物が提案されている。かかる浮体構造物に設置される風力発電装置は、例えば、マストとナセルとブレードとから構成される。また、スパー型の浮体構造物は、例えば、円柱形状の浮体物とバラストとから構成され、バラストの重量によって海上に直立した浮体物を係留索で係留したものである(例えば、特許文献1参照)。   In recent years, floating type floating structures such as spars and semi-sub types have been proposed as floating structures for offshore wind power generation. A wind power generator installed in such a floating structure is composed of, for example, a mast, a nacelle, and a blade. The spar type floating structure is composed of, for example, a cylindrical floating body and a ballast, and a floating body upright on the sea is moored with a mooring line by the weight of the ballast (for example, see Patent Document 1). ).

例えば、特許文献1には、上下の蓋体と、これらの間に連続的に設置された筒形のプレキャストコンクリートブロックとがPC鋼材で接合されてなる中空の下部浮体と、該下部浮体にPC鋼材で接合された、前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中空の上部浮体と、前記下部浮体の下面に連結鋼管を介して接合されたバラストタンクとから構成された洋上風力発電用のスパー型浮体構造が記載されている。   For example, Patent Document 1 discloses a hollow lower floating body in which upper and lower lids and a cylindrical precast concrete block continuously installed between them are joined together by a PC steel material, and a PC mounted on the lower floating body. An offshore structure composed of a hollow upper floating body composed of a precast concrete block having a smaller diameter than that of the precast concrete block and an upper lid, and a ballast tank joined to a lower surface of the lower floating body via a connecting steel pipe, joined by a steel material. A spar-type floating structure for wind power generation is described.

また、セミサブ型の浮体構造物は、円柱形状の主浮体物と、主浮体物の周囲に配置された円柱形状の複数の副浮体物と、から構成され、各円柱形状が海上に直立するように各浮体物は互いに連結され、係留索で係留される(例えば、特許文献2参照)。   The semi-sub floating structure is composed of a cylindrical main floating body and a plurality of cylindrical sub floating bodies arranged around the main floating body so that each cylindrical shape stands upright on the sea. The floating objects are connected to each other and moored by a mooring line (see, for example, Patent Document 2).

例えば、特許文献2には、軸心が上下方向となる姿勢で立設した柱状のメインフロータ(主浮体物に相当)を備えるとともに、このメインフロータの上端部に発電用風車を搭載し、メインフロータの浮力により発電用風車を洋上に配置するための浮体装置であって、メインフロータの下端部に連結する態様でメインフロータの周囲に複数の基礎部材を配設し、かつ各基礎部材の上端部にそれぞれ係留ラインとフロート部材とを備えて構成した係留フロータ(副浮体物に相当)を傾動可能に支持させた風力発電用浮体装置が記載されている。   For example, Patent Document 2 includes a columnar main floater (corresponding to a main floating body) erected in a posture in which the axis is in the vertical direction, and a power generation windmill is mounted on the upper end of the main floater. A floating body device for disposing a wind turbine for power generation on the ocean by buoyancy of a floater, wherein a plurality of foundation members are arranged around the main floater in a manner connected to a lower end portion of the main floater, and upper ends of the foundation members There is described a floating body device for wind power generation in which mooring floaters (corresponding to sub-floating bodies) each including a mooring line and a float member are supported to be tiltable.

ところで、特許文献1及び特許文献2に記載されたような浮体構造物では、浮体構造物(風力発電装置等の上部構造物を含む)の設置や保守等の作業を行う際、波浪や風等によって、浮体構造物が揺動し、作業が困難になるという問題があった。そこで、従来は、作業船が、浮体構造物の揺動が少なくなる場所まで曳航してから、浮体構造物の設置や保守等の作業を行っていた(例えば、特許文献3参照)。   By the way, in the floating structure as described in Patent Document 1 and Patent Document 2, when performing work such as installation and maintenance of the floating structure (including an upper structure such as a wind power generator), waves, winds, etc. Therefore, there is a problem that the floating structure swings and the work becomes difficult. Therefore, conventionally, the work ship has towed to a place where the swinging of the floating structure is lessened, and then has performed work such as installation and maintenance of the floating structure (for example, see Patent Document 3).

例えば、特許文献3の背景技術の欄には、スパー型浮体への洋上風力発電装置の設置方法として、スパー型浮体を横倒しにした状態で設置地点に曳航し、スパー型浮体内にバラスト水を注入して直立させ、アンカーに接続した係留索をスパー型浮体に繋ぎ、支柱、ナセル及びブレードをスパー型浮体に取り付ける方法が記載されている。   For example, in the background art section of Patent Document 3, as a method of installing an offshore wind power generator on a spar type floating body, towed to the installation point with the spar type floating body lying on its side, and ballast water is poured into the spar type floating body. A method is described in which a mooring line connected to an anchor is connected to a spar type floating body, and a column, nacelle and blade are attached to the spar type floating body.

また、特許文献3には、連結部材で適宜間隔をもって繋がれた二艘の船体間に円筒状のスパー型浮体を横倒し状態で格納する格納部が形成され、前記連結部材の前部には、回転して直立したスパー型浮体を収納する収納部が切欠形成され、該収納部の両側の船体にはスパー型浮体を固定するワイヤーを巻き取るウインチが設置され、船体には自動位置保持装置が設置された双胴船の船体間における格納部に、円筒状のスパー型浮体を横倒し状態で格納し、前記双胴船をスパー型浮体の設置地点まで曳航して双胴船から複数のアンカーを吊り降ろした後、スパー型浮体を前側を中心に回転させて直立させ、該スパー型浮体に支柱、ナセル及びブレードを取り付けた後、スパー型浮体にアンカーを係留索で接続する洋上風力発電装置の設置方法が記載されている。   Further, in Patent Document 3, a storage portion for storing a cylindrical spar-type floating body in a laid-down state is formed between two hulls connected at an appropriate interval by a connecting member. A storage part for storing the spar type floating body that is rotated upright is cut out, and a winch for winding a wire for fixing the spar type floating body is installed in the hull on both sides of the storage part, and an automatic position holding device is provided in the hull. A cylindrical spar floating body is stored in the storage section between the hulls of the installed catamaran, and the catamaran is towed to the installation location of the spar floating body, and a plurality of anchors are attached from the catamaran. After suspending, the spar type floating body is rotated around the front side to stand upright, and supports, nacelles and blades are attached to the spar type floating body, and then the offshore wind power generator is connected to the spar type floating body with a mooring line. How to install It has been mounting.

特開2009−248792号公報JP 2009-248792 A 特開2009−85167号公報JP 2009-85167 A 特開2009−13829号公報JP 2009-13829 A

しかしながら、特許文献3に記載の洋上風力発電装置の設置方法では、スパー型浮体の曳航、回転及び直立を行うことのできる専用の双胴船を建造しなければならず、コストが嵩むという問題があった。また、洋上風力発電装置や浮体の保守等の作業を行う際に、スパー型浮体を回転させて静穏海域まで曳航する必要があり、作業効率が悪いという問題があった。   However, in the installation method of the offshore wind turbine generator described in Patent Document 3, it is necessary to build a dedicated catamaran that can tow, rotate, and upright the spar type floating body, which increases the cost. there were. Further, when performing work such as maintenance of offshore wind power generators and floating bodies, it is necessary to rotate the spar-type floating body and tow to a calm sea area, and there is a problem that work efficiency is poor.

本発明は、上述した問題点に鑑み創案されたものであり、安定した状態で浮体構造物の設置や保守等の作業を行うことができる浮体構造物を提供することを目的とする。   The present invention has been devised in view of the above-described problems, and an object thereof is to provide a floating structure capable of performing operations such as installation and maintenance of the floating structure in a stable state.

本発明によれば、水上に浮遊する浮遊型の浮体構造物であって、水上に浮遊可能に構成された浮体本体部と、該浮体本体部に配置された脚部と、該脚部を水底に接地させる着底手段と、前記浮体本体部の上部に配置された上部構造物と、を有し、前記上部構造物は、風力によって回転駆動するブレードを備えた風力発電装置であり、前記着底手段は、前記浮体本体部が浮遊可能な水域で、前記風力発電装置の使用時に前記浮体本体部を浮遊状態とし、前記風力発電装置の設置又は保守時に前記ブレードを水面に露出可能に前記浮体本体部を着底状態とするように切替可能に構成されており、さらに、前記着底手段は、前記浮体本体部に配置されたバラストタンクと、該バラストタンクの注排水を制御するバラスト制御手段と、を有し、該バラスト制御手段により前記バラストタンクに注水し前記浮体本体部を降下させて前記脚部を水底に接地させるようにした、ことを特徴とする浮体構造物が提供される。 According to the present invention, a floating-type floating structure that floats on water, the floating body configured to float on water, the legs disposed on the floating body, and the legs connected to the bottom of the water A grounding means for grounding to the ground, and an upper structure disposed at an upper portion of the floating body main body , wherein the upper structure is a wind power generator provided with a blade that is rotationally driven by wind power. The bottom means is a water area in which the floating body main body can float, the floating body main body is in a floating state when the wind power generator is used, and the blade can be exposed to the water surface during installation or maintenance of the wind power generator. The main body is configured to be switchable so as to be in a bottomed state, and the bottoming means is a ballast tank disposed in the floating body main body, and ballast control means for controlling pouring / draining of the ballast tank. And having the rose And so as to ground the legs underwater water injection and by lowering the floating main body to the ballast tank by preparative control unit, floating structure is provided, characterized in that.

前記着底手段は、前記浮体本体部に対して前記脚部を昇降可能に支持する昇降手段と、該昇降手段を制御する昇降制御手段と、を有し、該昇降制御手段により前記昇降手段を駆動させて前記脚部を水底に接地させるようにしてもよい。   The bottoming means includes a lifting means for supporting the leg portion so as to be lifted and lowered with respect to the floating body main body, and a lifting control means for controlling the lifting means, and the lifting control means controls the lifting means. The leg portion may be grounded to the water bottom by driving.

前記脚部は、前記浮体本体部を少なくとも三点支持可能な複数の分岐脚を有してもいてよい。また、前記分岐脚は、個別に前記昇降手段が配置され、前記昇降制御手段により個別に昇降可能に構成されていてもよい。   The leg portion may include a plurality of branch legs capable of supporting at least three points on the floating body main body portion. Moreover, the said branch leg may be comprised so that the said raising / lowering means may be arrange | positioned separately and the said raising / lowering control means can be raised / lowered separately.

た、前記浮体本体部は、例えば、スパー型浮体又はセミサブ型浮体である。 Also, the floating main body is, for example, a spar floating or Semisabu type floating body.

上述した本発明に係る浮体構造物によれば、浮体本体部が浮遊可能な水域で脚部を水底に接地できるように構成したことにより、浮体構造物が浮遊状態に配置される場所において、浮体構造物を着底させることができ、波浪や風の影響を受け難く、安定した状態で浮体構造物の設置や保守等の作業を行うことができる。特に、本発明は、浮体構造物の上部に風力発電装置等の上部構造物を設置したり、保守したりする場合に効果的である。また、浮体構造物の配置される水域が深い場合には、浮体構造物を着底可能な水域まで曳航すればよく、従来のように静穏領域まで曳航する必要がなく、作業効率の向上を図ることができる。   According to the above-described floating structure according to the present invention, the floating body is configured so that the leg can be grounded to the bottom of the water in the water area where the floating body can float. The structure can be settled down, hardly affected by waves and winds, and operations such as installation and maintenance of the floating structure can be performed in a stable state. In particular, the present invention is effective when an upper structure such as a wind power generator is installed or maintained above the floating structure. In addition, when the water structure where the floating structure is placed is deep, it is only necessary to tow the floating structure to the water area where the floating structure can be landed. be able to.

本発明の第一実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は制御ブロック概略図、(c)は着底状態の正面図、を示している。It is a figure for demonstrating the floating body structure which concerns on 1st embodiment of this invention, (a) is a front view of a floating state, (b) is a control block schematic diagram, (c) is a front view of a bottoming state. , Shows. 図1に示した浮体構造物の他の運用例を説明するための図である。It is a figure for demonstrating the other example of operation of the floating structure shown in FIG. 本発明の第二実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は浮体本体部の平面図、(c)は制御ブロック概略図、(d)は水底が略平坦な場合における着底状態の正面図、(e)は水底が平坦ではない場合における着底状態の正面図、を示している。It is a figure for demonstrating the floating body structure which concerns on 2nd embodiment of this invention, (a) is a front view of a floating state, (b) is a top view of a floating body main-body part, (c) is a control block schematic diagram (D) is a front view of the bottomed state when the water bottom is substantially flat, and (e) is a front view of the bottomed state when the water bottom is not flat. 本発明の第三実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は制御ブロック概略図、(c)は半潜水状態の正面図、(d)は水底が平坦ではない場合における着底状態の正面図、を示している。It is a figure for demonstrating the floating body structure which concerns on 3rd embodiment of this invention, (a) is a front view of a floating state, (b) is a control block schematic diagram, (c) is a front view of a semi-submersible state. (D) has shown the front view of the bottoming state in case a water bottom is not flat. 本発明の第四実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は図5(a)におけるB−B断面図、(c)は着底状態の正面図、を示している。It is a figure for demonstrating the floating body structure which concerns on 4th embodiment of this invention, (a) is a front view of a floating state, (b) is BB sectional drawing in Fig.5 (a), (c). Shows a front view of the bottomed state.

以下、本発明の第一実施形態に係る浮体構造物について、図1及び図2を用いて説明する。ここで、図1は、本発明の第一実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は制御ブロック概略図、(c)は着底状態の正面図、を示している。また、図2は、図1に示した浮体構造物の他の運用例を説明するための図である。   Hereinafter, the floating structure according to the first embodiment of the present invention will be described with reference to FIGS. 1 and 2. Here, FIG. 1 is a figure for demonstrating the floating body structure which concerns on 1st embodiment of this invention, (a) is a front view of a floating state, (b) is a control block schematic diagram, (c). Shows a front view of the bottomed state. Moreover, FIG. 2 is a figure for demonstrating the other example of operation of the floating body structure shown in FIG.

本発明の第一実施形態に係る浮体構造物1は、図1に示したように、水上に浮遊する浮遊型の浮体構造物1であって、水上に浮遊可能に構成された浮体本体部2と、浮体本体部2に配置された脚部3と、脚部3を水底BWに接地させる着底手段4と、を有し、着底手段4は、浮体本体部2が浮遊可能な水域で、浮体本体部2を浮遊状態と着底状態とに切替可能に構成されている。   A floating structure 1 according to the first embodiment of the present invention is a floating type floating structure 1 that floats on water as shown in FIG. 1, and a floating body 2 that is configured to float on water. And a leg 3 disposed on the floating body 2 and a bottoming means 4 for grounding the leg 3 to the bottom BW. The bottoming means 4 is a water area in which the floating body 2 can float. The floating body part 2 is configured to be switchable between a floating state and a bottomed state.

前記浮体本体部2は、浮体構造物1に対して浮力を与える部分であるとともに、喫水WSに曝される部分である。ここでは、浮体本体部2としてスパー型浮体を図示している。かかるスパー型浮体の浮体本体部2は、水中及び水上で直立可能な中空円筒形状に構成され、係留索21によって係留される。浮体本体部2の上部には、風力発電装置等の所望の上部構造物5が配置される。浮体本体部2の内部には、後述するバラストタンク41が配置されている。かかるバラストタンク41の注排水により、浮体本体部2の浮力が調整できるように構成されている。   The floating body part 2 is a part that gives buoyancy to the floating structure 1 and is a part that is exposed to the draft WS. Here, a spar type floating body is illustrated as the floating body main body 2. The floating body 2 of the spar type floating body is configured in a hollow cylindrical shape that can stand upright in water and on water, and is moored by a mooring line 21. A desired upper structure 5 such as a wind power generator is disposed on the upper part of the floating body 2. A ballast tank 41, which will be described later, is arranged inside the floating body 2. The buoyancy of the floating body main body 2 can be adjusted by pouring and draining the ballast tank 41.

前記脚部3は、着底状態の浮体本体部2(浮体構造物1)を支える部品である。かかる脚部3は、少なくとも水底BWの表面に接触可能に構成され、先端が差し込まれるような形状を有していてもよい。ここでは、脚部3は、浮体本体部2の下端に配置された平面板により構成されている。平面板の接触面には、浮体本体部2の拘束力を高めるための凹凸や突起が形成されていてもよい。かかる脚部3を浮体本体部2に配置することにより、浮体本体部2(浮体構造物1)を着底させた場合に、波浪や風の影響を受け難く、浮体本体部2(浮体構造物1)を安定した状態(姿勢)に維持することができる。   The said leg part 3 is components which support the floating body main part 2 (floating structure 1) of the bottoming state. The leg portion 3 is configured to be able to contact at least the surface of the water bottom BW and may have a shape into which the tip is inserted. Here, the leg part 3 is comprised by the plane plate arrange | positioned at the lower end of the floating body main-body part 2. As shown in FIG. Concavities and convexities and protrusions for increasing the restraining force of the floating body main body 2 may be formed on the contact surface of the flat plate. By disposing the leg 3 on the floating body 2, the floating body 2 (floating structure 1) is hardly affected by waves and winds when the floating body 2 (floating structure 1) is grounded. 1) can be maintained in a stable state (posture).

前記着底手段4は、脚部3を水底BWに接地可能に浮体本体部2を浮沈可能にする手段である。かかる着底手段4は、例えば、図1(b)及び図1(c)に示したように、浮体本体部2に配置されたバラストタンク41と、バラストタンク41の注排水を制御するバラスト制御手段42と、を有し、バラスト制御手段42によりバラストタンク41に注水し浮体本体部2を降下させて脚部3を水底BWに接地させるようにしている。なお、脚部3が接地したか否かは、例えば、脚部3の底部に感圧センサを配置するようにすればよい。   The bottoming means 4 is a means for allowing the floating body 2 to float and sink so that the leg 3 can be grounded to the water bottom BW. For example, as shown in FIGS. 1B and 1C, the bottoming means 4 includes a ballast tank 41 arranged in the floating body main body 2 and ballast control for controlling pouring / draining of the ballast tank 41. Means 42, and the ballast control means 42 pours water into the ballast tank 41 to lower the floating body 2 and ground the leg 3 to the bottom BW. In addition, what is necessary is just to make it arrange | position a pressure sensor to the bottom part of the leg part 3, for example whether the leg part 3 earth | grounded.

また、着底手段4は、浮体本体部2内に配置され、バラストタンク41を注排水するポンプ43を有する。バラスト制御手段42は、ポンプ43を制御することによって、バラストタンク41を注排水する。したがって、かかる着底手段4を配置することにより、バラストタンク41に注水することによって浮体本体部2(浮体構造物1)の喫水WSを上げることができ、バラストタンク41から排水することによって浮体本体部2(浮体構造物1)の喫水WSを下げることができる。なお、着底手段4は、有線又は無線により作業船等により遠隔操作されるように構成されていてもよい。   The bottoming means 4 includes a pump 43 that is disposed in the floating body main body 2 and that pours and drains the ballast tank 41. The ballast control means 42 pours and drains the ballast tank 41 by controlling the pump 43. Therefore, by arranging such bottoming means 4, the draft WS of the floating body 2 (floating structure 1) can be raised by pouring water into the ballast tank 41, and the floating body can be drained from the ballast tank 41. The draft WS of the part 2 (floating structure 1) can be lowered. The bottoming means 4 may be configured to be remotely operated by a work ship or the like by wire or wireless.

上部構造物5は、例えば、風力発電装置51である。風力発電装置51は、例えば、支柱52とナセル53とブレード54とを有する。支柱52は、浮体本体部2の上部に立設され、ナセル53及びブレード54を支持する。ナセル53は、内部に、図示しない発電機を有し、ブレード54の回転によって電力を発生させる。ブレード54は、風力によって回転駆動する。なお、風力発電装置51は、浮体構造物1の上部に設置された上部構造物5の一例であり、風向計や風速計等の風況観測装置、太陽光発電装置、照明装置、無線通信装置等であってもよい。   The upper structure 5 is, for example, a wind power generator 51. The wind power generator 51 includes, for example, a support column 52, a nacelle 53, and a blade 54. The support column 52 is erected on the upper part of the floating body 2 and supports the nacelle 53 and the blade 54. The nacelle 53 has a generator (not shown) inside, and generates electric power by the rotation of the blade 54. The blade 54 is rotationally driven by wind power. The wind power generator 51 is an example of the upper structure 5 installed on the upper part of the floating structure 1, and is a wind condition observation device such as an anemometer and an anemometer, a solar power generation device, a lighting device, and a wireless communication device. Etc.

ここで、上述した第一実施形態に係る浮体構造物1の作用について説明する。浮体本体部2の上部に上部構造物5を設置する場合には、まず、浮体本体部2が浮遊可能な領域に浮体本体部2を曳航する。そして、着底手段4によりバラストタンク41に注水することによって浮体本体部2を直立させ、係留索21で係留し、浮遊状態にする。その後、さらに着底手段4によりバラストタンク41に注水することによって、浮体本体部2を沈降させ、脚部3を水底BWに接地させ、着底状態にする。このとき、上部構造物5を据え付ける浮体本体部2の上部が喫水WSよりも上に露出していてもよいし、水中に没水していてもよい。   Here, the effect | action of the floating structure 1 which concerns on 1st embodiment mentioned above is demonstrated. When the upper structure 5 is installed on the upper part of the floating body 2, first, the floating body 2 is towed to an area where the floating body 2 can float. Then, the floating body part 2 is made upright by pouring water into the ballast tank 41 by the bottoming means 4 and moored by the mooring line 21 to be in a floating state. Thereafter, the floating body 4 is submerged by pouring water into the ballast tank 41 by the bottoming means 4, and the leg 3 is grounded to the water bottom BW to be in the bottomed state. At this time, the upper part of the floating body main body 2 for installing the upper structure 5 may be exposed above the draft WS or may be submerged in water.

浮体本体部2が着底した後、図1(c)に示したように、作業船6により風力発電装置51等の上部構造物5を浮体本体部2上に設置する。上部構造物5が風力発電装置51の場合には、浮体本体部2上に支柱52を立設し、支柱52にナセル53及びブレード54を配置し、その他、必要な配線等を施す。したがって、浮体本体部2は、上部に配置される上部構造物5を有し、上部構造物5は、浮体本体部2の着底状態時に設置される。   After the floating body portion 2 has settled, the upper structure 5 such as the wind power generator 51 is installed on the floating body portion 2 by the work boat 6 as shown in FIG. When the superstructure 5 is the wind power generator 51, the support column 52 is erected on the floating body 2, the nacelle 53 and the blade 54 are arranged on the support column 52, and other necessary wiring is performed. Therefore, the floating body 2 has the upper structure 5 disposed on the upper part, and the upper structure 5 is installed when the floating body 2 is in the bottomed state.

浮体本体部2への上部構造物5の設置が完了した後、着底手段4によりバラストタンク41を排水することによって、浮体本体部2を上昇させ、図1(a)に示したように、浮体構造物1を浮遊状態にする。   After the installation of the upper structure 5 on the floating body 2 is completed, the floating body 2 is raised by draining the ballast tank 41 by the bottoming means 4, and as shown in FIG. The floating structure 1 is brought into a floating state.

上部構造物5を有する浮体構造物1において、上部構造物5の定期メンテナンス等の保守を行う場合には、同様に、着底手段4によりバラストタンク41に注水することによって浮体本体部2を沈降させ、脚部3を水底BWに接地させ、浮体構造物1を着底状態にしてから、保守作業を行うようにすればよい。したがって、浮体本体部2は、上部に配置される上部構造物5を有し、上部構造物5は、浮体本体部2の着底状態時に保守される。   In the floating structure 1 having the upper structure 5, when performing maintenance such as periodic maintenance of the upper structure 5, similarly, the floating body body 2 is settled by pouring water into the ballast tank 41 by the bottoming means 4. The maintenance work may be performed after the leg 3 is grounded to the water bottom BW and the floating structure 1 is set to the bottom. Therefore, the floating body 2 has the upper structure 5 disposed on the upper part, and the upper structure 5 is maintained when the floating body 2 is in the bottomed state.

なお、浮体本体部2を着底状態にする一例として、上部構造物5の設置又は保守の場合について説明したが、これらに限定されるものではなく、例えば、浮体本体部2の保守時、天候不順時等、必要に応じて任意のタイミングで浮遊状態と着底状態とを切り替えることができる。   In addition, although the case where the upper structure 5 is installed or maintained has been described as an example in which the floating body 2 is in the bottomed state, the present invention is not limited thereto. It is possible to switch between the floating state and the bottomed state at an arbitrary timing as necessary, such as in an irregular state.

続いて、上述した浮体構造物1の他の運用例について説明する。図1(a)の浮遊状態及び図1(c)の着底状態は、基本的に浮体構造物1の浮遊場所と着底場所が同じ場所を想定している。すなわち、浮体構造物1が浮遊状態に配置された場所で、浮体構造物1を着底状態に切り替えることができるようにして、浮体構造物1(浮体本体部2)を静穏領域まで曳航させることなく、上部構造物5や浮体本体部2の保守等を行うことができるようにしたものである。   Next, another example of operation of the above-described floating structure 1 will be described. The floating state in FIG. 1A and the bottomed state in FIG. 1C basically assume a place where the floating structure 1 has the same floating place as the bottoming place. That is, the floating structure 1 (floating body portion 2) is towed to a quiet region so that the floating structure 1 can be switched to the bottomed state at the place where the floating structure 1 is placed in a floating state. The maintenance of the upper structure 5 and the floating body 2 is possible.

しかしながら、浮体構造物1が配置された水域の水深が深く、着底状態で上部構造物5の保守等の作業を行うことが困難な場合もある。そこで、図2に示したように、浮体構造物1の浮遊可能水域であって、浮体構造物1の着底状態で上部構造物5の保守等の作業を行うことができる水深を有する水域まで浮体構造物1を曳船等により曳航するようにしてもよい。浮体構造物1(浮体本体部2)が浮遊可能かつ着底可能な水域は、従来の静穏領域よりも水深が深い場所であり、浮体構造物1(浮体本体部2)の曳航距離を短縮することによって、作業効率を向上させることができる。   However, the depth of the water area where the floating structure 1 is disposed is deep, and it may be difficult to perform operations such as maintenance of the upper structure 5 in the bottomed state. Therefore, as shown in FIG. 2, up to a water area where the floating structure 1 can float and has a water depth that allows the maintenance of the upper structure 5 and the like to be performed while the floating structure 1 is bottomed. The floating structure 1 may be towed by a tugboat or the like. The water area in which the floating structure 1 (floating body main part 2) can float and can be settled is a place where the water depth is deeper than the conventional calm area, and the towing distance of the floating structure 1 (floating body main part 2) is shortened. As a result, work efficiency can be improved.

次に、本発明に係る浮体構造物の他の実施形態について説明する。ここで、図3は、本発明の第二実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は浮体本体部の平面図、(c)は制御ブロック概略図、(d)は水底が略平坦な場合における着底状態の正面図、(e)は水底が平坦ではない場合における着底状態の正面図、を示している。図4は、本発明の第三実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は制御ブロック概略図、(c)は半潜水状態の正面図、(d)は水底が平坦ではない場合における着底状態の正面図、を示している。図5は、本発明の第四実施形態に係る浮体構造物を説明するための図であり、(a)は浮遊状態の正面図、(b)は図5(a)におけるB−B断面図、(c)は着底状態の正面図、を示している。   Next, another embodiment of the floating structure according to the present invention will be described. Here, FIG. 3 is a figure for demonstrating the floating body structure which concerns on 2nd embodiment of this invention, (a) is a front view of a floating state, (b) is a top view of a floating body main-body part, ( (c) is a schematic diagram of the control block, (d) is a front view of the bottomed state when the water bottom is substantially flat, and (e) is a front view of the bottomed state when the water bottom is not flat. FIG. 4 is a diagram for explaining a floating structure according to the third embodiment of the present invention, in which (a) is a front view in a floating state, (b) is a schematic diagram of a control block, and (c) is a semi-submersible. The front view of a state has shown, (d) has shown the front view of the bottoming state in case the water bottom is not flat. FIG. 5 is a view for explaining a floating structure according to a fourth embodiment of the present invention, where (a) is a front view in a floating state, and (b) is a cross-sectional view along BB in FIG. 5 (a). , (C) shows a front view of the bottomed state.

図3に示したように、本発明の第二実施形態に係る浮体構造物101は、水上に浮遊する浮遊型の浮体構造物101であって、水上に浮遊可能に構成された浮体本体部102と、浮体本体部102に配置された脚部103と、脚部103を水底BWに接地させる着底手段104と、を有し、着底手段104は、浮体本体部102が浮遊可能な水域で、浮体本体部102を浮遊状態と着底状態とに切替可能に構成されている。   As shown in FIG. 3, a floating body structure 101 according to the second embodiment of the present invention is a floating type floating body structure 101 that floats on water and is configured to float on water. And a leg 103 arranged on the floating body 102 and a bottoming means 104 for grounding the leg 103 to the bottom BW. The bottom 104 is a water area in which the floating body 102 can float. The floating body main body 102 can be switched between a floating state and a bottomed state.

前記浮体本体部102は、浮体構造物101に対して浮力を与える部分であるとともに、喫水WSに曝される部分である。ここでは、浮体本体部102としてセミサブ型浮体を図示している。かかるセミサブ型浮体の浮体本体部102は、例えば、図3(a)及び図3(b)に示すように、主中空円筒部121と、主中空円筒部121の周囲に配置された複数の副中空円筒部122と、主中空円筒部121及び副中空円筒部122を連結する複数のブレース123と、を有し、係留索124によって係留される。かかる浮体本体部102の構成は、セミサブ型浮体の一例であり、例えば、副中空円筒部122は三本に限定されるものではない。各副中空円筒部122には、昇降可能な脚部103が配置されている。   The floating body 102 is a part that gives buoyancy to the floating structure 101 and is a part that is exposed to the draft WS. Here, a semi-sub type floating body is illustrated as the floating body main body 102. For example, as shown in FIGS. 3A and 3B, the floating body body 102 of the semi-sub floating body includes a main hollow cylindrical portion 121 and a plurality of sub-portions arranged around the main hollow cylindrical portion 121. It has a hollow cylindrical portion 122 and a plurality of braces 123 that connect the main hollow cylindrical portion 121 and the sub hollow cylindrical portion 122, and are moored by a mooring line 124. The configuration of the floating body main body 102 is an example of a semi-sub floating body, and, for example, the sub hollow cylindrical portion 122 is not limited to three. Each sub hollow cylindrical portion 122 is provided with a leg portion 103 that can be moved up and down.

なお、浮体本体部102の上部には、風力発電装置等の所望の上部構造物105が配置されているが、上部構造物105については、第一実施形態の上部構造物5と同じであるため、詳細な説明を省略する。   A desired upper structure 105 such as a wind power generator is disposed on the upper part of the floating body 102. The upper structure 105 is the same as the upper structure 5 of the first embodiment. Detailed description will be omitted.

前記脚部103は、着底状態の浮体本体部2(浮体構造物1)を支える部品である。かかる脚部103は、浮体本体部102を少なくとも三点支持可能な複数の分岐脚131を有し、各分岐脚131は副中空円筒部122に配置される。副中空円筒部122には、脚部103を昇降可能に支持する昇降手段141が内蔵されている。かかる昇降手段141は、油圧ジャッキであってもよいし、電動モータ及び歯車機構を利用した動力伝達機構であってもよい。なお、脚部103の下端部は、接触面積を増大させるためにテーパ状に拡径させたり、平板部材を配置したりするようにしてもよいし、水底BWに差し込まれるように尖った形状をしていてもよい。   The said leg part 103 is components which support the floating body main body part 2 (floating body structure 1) of the bottoming state. The leg 103 has a plurality of branch legs 131 capable of supporting at least three points of the floating body main body 102, and each branch leg 131 is disposed in the sub hollow cylindrical part 122. The sub-hollow cylindrical portion 122 incorporates lifting / lowering means 141 that supports the leg portion 103 so that it can be lifted / lowered. Such lifting means 141 may be a hydraulic jack or a power transmission mechanism using an electric motor and a gear mechanism. The lower end portion of the leg 103 may be tapered to increase the contact area, or a flat plate member may be disposed, or may have a sharp shape so as to be inserted into the water bottom BW. You may do it.

前記着底手段104は、脚部103を水底BWに接地可能に昇降させる手段である。かかる着底手段104は、図3(c)に示したように、浮体本体部102に対して脚部103を昇降可能に支持する昇降手段141と、昇降手段141を制御する昇降制御手段142と、を有し、昇降制御手段142により昇降手段141を駆動させて脚部103を水底BWに接地させるようにしている。なお、脚部103が接地したか否かは、例えば、脚部103の底部に感圧センサを配置するようにすればよい。   The bottoming means 104 is a means for raising and lowering the leg portion 103 to the water bottom BW so as to be able to contact the ground. As shown in FIG. 3C, the bottoming means 104 includes an elevating means 141 that supports the leg 103 so that it can move up and down with respect to the floating body main body 102, and an elevating control means 142 that controls the elevating means 141. The lifting / lowering means 141 is driven by the lifting / lowering control means 142 so that the leg 103 is grounded to the water bottom BW. Whether or not the leg 103 is grounded may be determined, for example, by placing a pressure sensor at the bottom of the leg 103.

したがって、かかる着底手段104を配置することにより、脚部103を昇降させることができ、脚部103を降下させることによって浮体本体部102(浮体構造物101)を着底状態にすることができ、脚部103を上昇させることによって浮体本体部102(浮体構造物101)を浮遊状態にすることができる。また、脚部103は複数の分岐脚131により構成され、分岐脚131は、個別に昇降手段141を有し、昇降制御手段142により個別に昇降可能に構成されていることから、水底BWが平坦ではない場合であっても、各分岐脚131の降下深度を個別に調整することにより、浮体本体部102(浮体構造物101)を略水平に維持することができる。なお、着底手段104は、有線又は無線により作業船等により遠隔操作されるように構成されていてもよい。   Therefore, by arranging the bottoming means 104, the leg 103 can be moved up and down, and by lowering the leg 103, the floating body main body 102 (floating structure 101) can be brought into the bottomed state. The floating body body 102 (floating structure 101) can be brought into a floating state by raising the leg 103. Further, the leg portion 103 is composed of a plurality of branch legs 131, and the branch legs 131 have the lifting means 141 individually and can be lifted and lowered individually by the lifting control means 142, so that the bottom BW is flat. Even if this is not the case, the floating body portion 102 (floating structure 101) can be maintained substantially horizontal by individually adjusting the descent depth of each branch leg 131. The bottoming means 104 may be configured to be remotely operated by a work ship or the like by wire or wireless.

ここで、上述した第二実施形態に係る浮体構造物101の作用について説明する。図3(a)に示したように、浮遊状態にある浮体構造物101に対して、上部構造物105の定期メンテナンス等の保守を施す場合を想定する。この場合、着底手段104により、脚部103を降下させ、図3(d)又は図3(e)に示したように、脚部103を水底BWに接地させる。かかる操作により、浮体構造物101(浮体本体部102)を着底状態に切り替えることができる。その後、作業船等を利用して必要な保守作業を行う。したがって、本実施形態によれば、波浪や風の影響を受け難く、安定した状態で浮体構造物101の設置や保守等の作業を行うことができる。   Here, the effect | action of the floating structure 101 which concerns on 2nd embodiment mentioned above is demonstrated. As shown in FIG. 3A, it is assumed that maintenance such as periodic maintenance of the upper structure 105 is performed on the floating structure 101 in a floating state. In this case, the leg 103 is lowered by the bottoming means 104, and the leg 103 is grounded to the water bottom BW as shown in FIG. 3 (d) or 3 (e). By this operation, the floating body structure 101 (floating body body 102) can be switched to the bottomed state. Thereafter, necessary maintenance work is performed using a work boat or the like. Therefore, according to this embodiment, it is difficult to be affected by waves and winds, and operations such as installation and maintenance of the floating structure 101 can be performed in a stable state.

また、かかる第二実施形態の浮体構造物101によれば、脚部103の分岐脚131を個別に昇降させることができるため、図3(d)に示したように、水底BWが平坦な場合は勿論のこと、図3(e)に示したように、水底BWが平坦ではない場合であっても、浮体構造物101を略水平に維持したまま着底状態にすることができる。なお、浮体構造物101が配置された水域が、脚部103が届かないほど深い場合には、図2の運用方法と同様に、脚部103が届く浮遊可能水域まで曳船等により曳航してから浮体構造物101(浮体本体部102)を着底させるようにすればよい。   Further, according to the floating structure 101 of the second embodiment, since the branch leg 131 of the leg portion 103 can be individually raised and lowered, as shown in FIG. 3D, when the water bottom BW is flat. Needless to say, as shown in FIG. 3E, even when the water bottom BW is not flat, the floating structure 101 can be placed in a bottomed state while being maintained substantially horizontal. In addition, when the water area where the floating structure 101 is arranged is so deep that the leg 103 does not reach, after towing by a tugboat or the like to the floatable water area where the leg 103 reaches, similar to the operation method of FIG. The floating structure 101 (floating body body 102) may be bottomed.

図4に示したように、本発明の第三実施形態に係る浮体構造物201は、水上に浮遊する浮遊型の浮体構造物201であって、水上に浮遊可能に構成された浮体本体部202と、浮体本体部202に配置された脚部203と、脚部203を水底BWに接地させる着底手段204と、を有し、着底手段204は、浮体本体部202が浮遊可能な水域で、浮体本体部202を浮遊状態と着底状態とに切替可能に構成されている。   As shown in FIG. 4, a floating body structure 201 according to the third embodiment of the present invention is a floating type floating body structure 201 that floats on water and is configured to float on water. And a leg 203 arranged on the floating body 202 and a bottoming means 204 for grounding the leg 203 to the bottom BW. The bottom 204 is a water area in which the floating body 202 can float. The floating body main body 202 can be switched between a floating state and a bottomed state.

前記浮体本体部202は、浮体構造物201に対して浮力を与える部分であるとともに、喫水WSに曝される部分である。ここでは、浮体本体部202としてセミサブ型浮体を図示している。かかるセミサブ型浮体の浮体本体部202は、例えば、図4(a)に示すように、主中空円筒部221と、主中空円筒部221の周囲に配置された複数の副中空円筒部222と、主中空円筒部221及び副中空円筒部222を連結する複数のブレース223と、を有し、係留索224によって係留される。かかる浮体本体部202の構成は、セミサブ型浮体の一例であり、例えば、副中空円筒部222は三本に限定されるものではない。各副中空円筒部222には、昇降可能な脚部203が配置されている。また、主中空円筒部221の内部には、後述するバラストタンク241が配置されており、浮体構造物201(浮体本体部202)の浮力を調整できるように構成されている。   The floating body 202 is a portion that gives buoyancy to the floating structure 201 and is a portion that is exposed to the draft WS. Here, a semi-sub type floating body is illustrated as the floating body main body 202. For example, as shown in FIG. 4A, the floating body body 202 of the semi-sub floating body includes a main hollow cylindrical portion 221 and a plurality of sub hollow cylindrical portions 222 arranged around the main hollow cylindrical portion 221. A plurality of braces 223 connecting the main hollow cylindrical portion 221 and the sub hollow cylindrical portion 222, and are moored by a mooring line 224. The configuration of the floating body body 202 is an example of a semi-sub floating body, and, for example, the sub hollow cylindrical portion 222 is not limited to three. Each sub hollow cylindrical portion 222 is provided with a leg portion 203 that can be moved up and down. In addition, a ballast tank 241 to be described later is disposed inside the main hollow cylindrical portion 221 so that the buoyancy of the floating structure 201 (floating body main body 202) can be adjusted.

なお、浮体本体部202の上部には、風力発電装置等の所望の上部構造物205が配置されているが、上部構造物205については、第一実施形態の上部構造物5と同じであるため、詳細な説明を省略する。   A desired upper structure 205 such as a wind power generator is disposed on the floating body 202, but the upper structure 205 is the same as the upper structure 5 of the first embodiment. Detailed description will be omitted.

前記着底手段204は、浮体本体部202を浮沈可能、かつ、脚部203を水底BWに接地可能に昇降させる手段である。すなわち、第三実施形態は、第二実施形態に係る浮体構造物101に対して、バラストタンク241により浮体構造物201(浮体本体部202)を浮沈可能に構成したものである。   The bottoming means 204 is a means for raising and lowering the floating body main body 202 so that it can float and sink, and the leg 203 can be grounded to the water bottom BW. That is, the third embodiment is configured such that the floating structure 201 (floating body main body 202) can float and sink by the ballast tank 241 with respect to the floating structure 101 according to the second embodiment.

かかる着底手段204は、例えば、図4(b)に示すように、浮体本体部202(主中空円筒部221)に配置されたバラストタンク241と、バラストタンク241の注排水を制御するバラスト制御手段242と、浮体本体部202に対して脚部203を昇降可能に支持する昇降手段243と、昇降手段243を制御する昇降制御手段244と、を有し、バラスト制御手段242によりバラストタンク241に注水して浮体本体部202を降下させるとともに、昇降制御手段244により昇降手段243を駆動させて脚部203を接地させるようにしている。なお、脚部203が接地したか否かは、例えば、脚部203の底部に感圧センサを配置するようにすればよい。   For example, as shown in FIG. 4B, the bottoming means 204 includes a ballast tank 241 disposed in the floating body main body 202 (main hollow cylindrical portion 221), and ballast control for controlling pouring / draining of the ballast tank 241. And a lifting / lowering means 243 for supporting the leg 203 so that it can be lifted / lowered with respect to the floating body main body 202, and a lifting / lowering control means 244 for controlling the lifting / lowering means 243. Water is poured to lower the floating body 202, and the lifting control unit 244 drives the lifting unit 243 to ground the leg 203. Whether or not the leg 203 is grounded may be determined by arranging a pressure-sensitive sensor at the bottom of the leg 203, for example.

また、着底手段204は、浮体本体部202内に配置され、バラストタンク241を注排水するポンプ245を有する。バラスト制御手段242は、ポンプ245を制御することによって、バラストタンク241を注排水する。したがって、かかる着底手段204を配置することにより、バラストタンク241に注水することによって浮体本体部202(浮体構造物201)の喫水WSを上げることができ、バラストタンク241から排水することによって浮体本体部202(浮体構造物201)の喫水WSを下げることができる。   The bottoming means 204 includes a pump 245 that is disposed in the floating body main body 202 and that pours and drains the ballast tank 241. The ballast control means 242 pours and drains the ballast tank 241 by controlling the pump 245. Therefore, by arranging the bottoming means 204, the draft WS of the floating body 202 (floating structure 201) can be increased by pouring water into the ballast tank 241, and the floating body can be discharged by draining from the ballast tank 241. The draft WS of the part 202 (floating structure 201) can be lowered.

前記脚部203は、第二実施形態に係る浮体構造物101の脚部103と同様に、昇降手段243及び昇降制御手段244を有する。これらの構成については、第二実施形態と同じであるため、ここでは詳細な説明を省略する。なお、ここでは、バラスト制御手段242と昇降制御手段244とを個別に図示しているが、これらの制御手段を一体化するようにしてもよい。   The leg portion 203 includes an elevating means 243 and an elevating control means 244, similarly to the leg portion 103 of the floating structure 101 according to the second embodiment. Since these configurations are the same as those in the second embodiment, detailed description thereof is omitted here. Here, the ballast control means 242 and the elevation control means 244 are individually illustrated, but these control means may be integrated.

ここで、上述した第三実施形態に係る浮体構造物201の作用について説明する。図4(a)に示したように、浮遊状態にある浮体構造物201に対して、上部構造物205の定期メンテナンス等の保守を施す場合を想定する。まず、図4(c)に示したように、着底手段204により、バラストタンク241に注水することによって浮体本体部202を沈降させる。その後、図4(d)に示したように、着底手段204により、脚部203を降下させ、脚部203を水底BWに接地させる。かかる操作により、浮体構造物201(浮体本体部202)を着底状態に切り替えることができる。その後、作業船等を利用して必要な保守作業を行う。   Here, the effect | action of the floating structure 201 which concerns on 3rd embodiment mentioned above is demonstrated. As shown in FIG. 4A, it is assumed that maintenance such as periodic maintenance of the upper structure 205 is performed on the floating structure 201 in a floating state. First, as shown in FIG. 4 (c), the floating body body 202 is allowed to settle by pouring water into the ballast tank 241 by the bottoming means 204. Thereafter, as shown in FIG. 4D, the leg 203 is lowered by the landing means 204, and the leg 203 is grounded to the water bottom BW. With this operation, the floating structure 201 (floating body main body 202) can be switched to the bottomed state. Thereafter, necessary maintenance work is performed using a work boat or the like.

したがって、本実施形態によれば、波浪や風の影響を受け難く、安定した状態で浮体構造物201(上部構造物205を含む)の設置や保守等の作業を行うことができる。特に、浮体構造物201(浮体本体部202)の浮沈と脚部203の昇降とを組み合わせることにより、浮体構造物201(浮体本体部202)の着底可能な水深を深くすることができ、浮体構造物201が深い水域に配置された場合であっても、曳航することなく浮体構造物201の設置や保守等の作業を行うことができ、作業効率を向上させることができる。また、脚部203を個別に昇降させることができるため、水底BWが平坦な場合は勿論のこと、図4(d)に示したように、水底BWが平坦ではない場合であっても、浮体構造物201を略水平に維持したまま着底状態にすることができる。   Therefore, according to the present embodiment, work such as installation and maintenance of the floating structure 201 (including the upper structure 205) can be performed in a stable state, hardly affected by waves and wind. In particular, by combining the floating structure 201 (floating body portion 202) with the rise and fall of the leg portion 203, the floating depth of the floating structure 201 (floating body portion 202) can be increased. Even when the structure 201 is disposed in a deep water area, it is possible to perform operations such as installation and maintenance of the floating structure 201 without towing, and work efficiency can be improved. Further, since the legs 203 can be moved up and down individually, as shown in FIG. 4D, the floating body is not only flat when the bottom BW is flat, but also when the bottom BW is not flat. The structure 201 can be in a bottomed state while being maintained substantially horizontal.

なお、浮体構造物201が配置された水域が脚部203が届かないほど深い場合には、図2の運用方法と同様に、脚部203が届く浮遊可能水域まで曳船等により曳航してから浮体構造物201(浮体本体部202)を着底させるようにすればよい。   If the water area where the floating structure 201 is arranged is so deep that the leg 203 does not reach, the floating body is towed by a tugboat or the like to the floatable water area where the leg 203 reaches, similar to the operation method of FIG. The structure 201 (floating body main body 202) may be bottomed.

図5に示した第四実施形態は、第一実施形態の脚部3の構造を変形したものである。他の構造については、第一実施形態と同じ構成であるため、同じ符号を付して重複した説明を省略する。   The fourth embodiment shown in FIG. 5 is a modification of the structure of the leg 3 of the first embodiment. About another structure, since it is the same structure as 1st embodiment, the same code | symbol is attached | subjected and the overlapping description is abbreviate | omitted.

第四実施形態における脚部3は、図5(a)及び図5(b)に示したように、浮体本体部2を少なくとも三点支持可能な複数の分岐脚31を有する。ここでは、浮体本体部2の周囲に配置された三本の分岐脚31を図示している。分岐脚31は、図5(b)に示したように、固定部材32により浮体本体部2に接続されており、各分岐脚31はブレース33により連結されている。また、ここでは、分岐脚31の下端と浮体本体部2の下端とを略同一平面に配置されるように、脚部3を配置している。したがって、図示した第四実施形態では、脚部3と浮体本体部2とにより、四点支持されるようになっている。かかる構成により、図5(c)に示した着底状態における浮体構造物1の安定性をより高めることができる。さらに、分岐脚31は、アクチュエータ等により、個別に伸縮可能に構成されていてもよい。脚部3を伸縮可能に構成することにより、浮体本体部2の姿勢をセンサ等で監視しながら、浮体本体部2を略水平に維持させることができる。   As shown in FIG. 5A and FIG. 5B, the leg 3 in the fourth embodiment has a plurality of branch legs 31 that can support the floating body body 2 at least at three points. Here, three branch legs 31 arranged around the floating body 2 are illustrated. As shown in FIG. 5B, the branch leg 31 is connected to the floating body 2 by a fixing member 32, and each branch leg 31 is connected by a brace 33. Moreover, the leg part 3 is arrange | positioned here so that the lower end of the branch leg 31 and the lower end of the floating body main-body part 2 may be arrange | positioned in the substantially same plane. Therefore, in the illustrated fourth embodiment, four points are supported by the leg 3 and the floating body 2. With this configuration, the stability of the floating structure 1 in the bottomed state illustrated in FIG. 5C can be further improved. Furthermore, the branch leg 31 may be configured to be individually extendable and retractable by an actuator or the like. By configuring the leg 3 to be extendable and contractible, the floating body 2 can be maintained substantially horizontal while monitoring the posture of the floating body 2 with a sensor or the like.

本発明は上述した実施形態に限定されず、スパー型及びセミサブ型以外のバージ型、テンションレグ型等の他の浮遊型の浮体構造物にも適用することができる等、本発明の趣旨を逸脱しない範囲で種々変更が可能であることは勿論である。   The present invention is not limited to the above-described embodiments, and can be applied to other floating type floating structures such as a barge type and a tension leg type other than the spar type and the semi-sub type, and departs from the gist of the present invention. Of course, various changes can be made without departing from the scope.

1,101,201 浮体構造物
2,102,202 浮体本体部
3,103,203 脚部
4,104,204 着底手段
5,105,205 上部構造物
31,131 分岐脚
41,241 バラストタンク
42,242 バラスト制御手段
DESCRIPTION OF SYMBOLS 1,101,201 Floating structure 2,102,202 Floating body main part 3,103,203 Leg part 4,104,204 Bottoming means 5,105,205 Upper structure 31,131 Branch leg 41,241 Ballast tank 42 , 242 Ballast control means

Claims (5)

水上に浮遊する浮遊型の浮体構造物であって、
水上に浮遊可能に構成された浮体本体部と、
該浮体本体部に配置された脚部と、
該脚部を水底に接地させる着底手段と、
前記浮体本体部の上部に配置された上部構造物と、を有し、
前記上部構造物は、風力によって回転駆動するブレードを備えた風力発電装置であり、
前記着底手段は、前記浮体本体部が浮遊可能な水域で、前記風力発電装置の使用時に前記浮体本体部を浮遊状態とし、前記風力発電装置の設置又は保守時に前記ブレードを水面に露出可能に前記浮体本体部を着底状態とするように切替可能に構成されており、
さらに、前記着底手段は、前記浮体本体部に配置されたバラストタンクと、該バラストタンクの注排水を制御するバラスト制御手段と、を有し、該バラスト制御手段により前記バラストタンクに注水し前記浮体本体部を降下させて前記脚部を水底に接地させるようにした、
ことを特徴とする浮体構造物。
A floating structure floating on the water,
A floating body configured to float on water,
Legs disposed on the floating body body;
Grounding means for grounding the leg to the bottom of the water;
An upper structure disposed on an upper portion of the floating body main body , and
The superstructure is a wind power generator equipped with a blade that is rotationally driven by wind power,
The bottoming means is a water area in which the floating body main body can float, the floating body main body is in a floating state when the wind power generator is used, and the blade can be exposed to the water surface during installation or maintenance of the wind power generator. It is configured to be switchable so that the floating body portion is in a bottomed state,
Further, the bottoming means has a ballast tank disposed in the floating body main body, and ballast control means for controlling pouring / draining of the ballast tank, and the ballast control means fills the ballast tank with water. The floating body was lowered and the legs were grounded to the bottom of the water.
A floating structure characterized by that.
前記着底手段は、前記浮体本体部に対して前記脚部を昇降可能に支持する昇降手段と、該昇降手段を制御する昇降制御手段と、を有し、該昇降制御手段により前記昇降手段を駆動させて前記脚部を水底に接地させるようにした、ことを特徴とする請求項1に記載の浮体構造物。   The bottoming means includes a lifting means for supporting the leg portion so as to be lifted and lowered with respect to the floating body main body, and a lifting control means for controlling the lifting means, and the lifting control means controls the lifting means. The floating structure according to claim 1, wherein the floating body structure is configured to be driven so that the leg portion contacts the bottom of the water. 前記脚部は、前記浮体本体部を少なくとも三点支持可能な複数の分岐脚を有する、ことを特徴とする請求項1に記載の浮体構造物。   The floating structure according to claim 1, wherein the leg portion includes a plurality of branch legs capable of supporting at least three points of the floating body main body portion. 前記分岐脚は、個別に前記昇降手段が配置され、前記昇降制御手段により個別に昇降可能に構成されている、ことを特徴とする請求項3に記載の浮体構造物。 4. The floating structure according to claim 3 , wherein each of the branch legs is configured such that the elevating means is individually arranged and can be moved up and down individually by the elevating control means. 前記浮体本体部は、スパー型浮体又はセミサブ型浮体である、ことを特徴とする請求項1に記載の浮体構造物。   The floating structure according to claim 1, wherein the floating body part is a spar type floating body or a semi-sub type floating body.
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