JP2015077858A - Float type windmill mooring device - Google Patents

Float type windmill mooring device Download PDF

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JP2015077858A
JP2015077858A JP2013215404A JP2013215404A JP2015077858A JP 2015077858 A JP2015077858 A JP 2015077858A JP 2013215404 A JP2013215404 A JP 2013215404A JP 2013215404 A JP2013215404 A JP 2013215404A JP 2015077858 A JP2015077858 A JP 2015077858A
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mooring
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mooring device
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JP6241011B2 (en
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上野 康男
Yasuo Ueno
康男 上野
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PROBLEM TO BE SOLVED: To provide a float type windmill mooring device in which assembly and maintenance work on ocean are reduced as possible, and the windmill mooring device is assembled in a dock and then transferred and installed on an installation location, and the maintenance work can be performed safely after being transferred in the dock, and the mooring device reduces position deviation due to water pressure caused by tidal current, wind force, and reduces tension variation of a mooring cable for reducing size of a float body and a weight for achieving significant cost reduction.SOLUTION: The float type windmill mooring device is configured so that a pole 2 extending upward is disposed on a base part 1 having floating force, and a windmill apparatus 3 is disposed on the pole, and plural float body arm members 4 implanted by being stretched from the base part in a horizontal direction, and plural weight arm members 6 stretched from a center part 8 of weight installed on an ocean bottom in a horizontal direction are respectively coupled by main mooring cables 9. A center part of the float body arm member and the weight is coupled by an auxiliary mooring cable 10.

Description

本発明は、主に水深の深い洋上などに設置する浮体型風車係留装置に関するものであり、特に浮体の位置の移動を減少するとともに係留索に加わる張力の変動を軽減することで浮体及び係留用の重錘の小型化とコストダウンを可能とする浮体型風車係留装置に関するものである。   TECHNICAL FIELD The present invention relates to a floating wind turbine mooring device installed mainly on the ocean where the water depth is deep, and more particularly for floating bodies and mooring by reducing the movement of the position of the floating body and reducing the fluctuation of the tension applied to the mooring line. The present invention relates to a floating-type windmill mooring device that enables downsizing and cost reduction of the weight.

再生可能な自然エネルギーの内最も有効とされている風力も地上での設置は騒音、景観等の制約から大きく発展することに制限が掛かっている。今後は広い洋上への設置が問題解決の早道とされている。特に水深の深い海でも設置可能な浮体式とすれば充分な広さと安定した風に恵まれ、上記のごとき騒音や景観の制約も少ない。しかし、気象状況によって大きな波が発生する為に現在は浮体自体の形状に工夫を凝らして揺れを防止する対策をとっている。更に、洋上では設置に要する費用が大きくなるのでこれを削減する為の技術が重要であるが、本案はその解決も含めたものである。   Wind power, which is considered to be the most effective of renewable natural energy, is limited in terms of its development on the ground due to noise and landscape restrictions. In the future, installation on a wide ocean will be the fastest way to solve the problem. In particular, if it is a floating type that can be installed even in deep waters, it is blessed with ample space and a stable wind, and there are few noise and landscape restrictions as described above. However, since large waves are generated depending on the weather conditions, we are now taking measures to prevent shaking by devising the shape of the floating body itself. Furthermore, since the cost required for installation increases at sea, technology to reduce this is important, but this proposal also includes a solution.

特開2009−018671公報JP 2009-018671 A 特願2012−253844 代表的なものとしては上記文献が示すとおりスパー型と呼ばれ、縦に長い形状の浮体の多くの部分が水中にあるごとく浮かべ、下部を鎖や鋼索等で海底に固定する方式のものである。 また、複数の浮体を海底に設置した重錘とを係留索で繋ぎ、浮体の浮力で係留索に張力を与えて水底からの位置を安定させるいわゆるテンドン方式も提案されている。Japanese Patent Application No. 2012-253844 As a typical one, it is called a spar type as shown in the above-mentioned document, and floats as if many parts of a vertically long floating body are in the water, and the lower part is fixed to the seabed with chains, steel cords, etc. It is of the method. In addition, a so-called tendon system has been proposed in which a plurality of floating bodies connected to a weight installed on the seabed are connected by a mooring line, and the mooring line is tensioned by the buoyancy of the floating body to stabilize the position from the bottom of the water.

しかるに、スパー型とした場合は浅い海上を移動するのが極めて困難な為、製造時には分割したものとして設置場所にて洋上での組立作業が必要となり、作業は波のない静かなときに限られ、それでも多くの危険をはらんだ作業となる。また、一旦設置した後は保守作業時にも移動が困難な為に危険な洋上作業となり、設置及び保守の両方における作業コストが嵩む欠点が有る。しかも波による揺れは比較的大きくプロペラ型の風車への適用した場合には悪天候での運用に制限が掛かることが予想される。   However, with the spar type, it is extremely difficult to move in shallow water, so it is necessary to assemble at the installation site offshore at the installation site as a separate part at the time of manufacture, and the work is limited to when it is quiet without waves. Still, it is a lot of work. In addition, once installed, it is difficult to move during maintenance work, so it becomes a dangerous offshore work, and there is a disadvantage that the work cost in both installation and maintenance increases. In addition, the vibration caused by the waves is relatively large, and it is expected that the operation in bad weather will be limited when applied to a propeller type windmill.

テンドン方式は、波によって水面が上下した場合、浮体に発生する浮力が大きく変動し係留索の張力変化が大きくまた、風力や潮流による水圧によって生じる水平方向の力に対しての保持力が小さいために大きな位置移動を生じ、長期間には係留索の破断の恐れもあり、これを防ぐ為には係留索周辺の構造的な強度の向上が必要であり、海底に設置する必要重錘の重量が大きくなり結果的にコストアップの原因となっている。   In the tendon method, when the water surface rises and falls due to waves, the buoyancy generated in the floating body fluctuates greatly, the tension change of the mooring line is large, and the holding force against the horizontal force generated by the water pressure due to wind force or tidal current is small In order to prevent this, it is necessary to improve the structural strength around the mooring line, and the weight of the necessary weight to be installed on the seabed. As a result, the cost increases.

前者は、本来不安定な洋上での組立や保守作業は出来るだけ少なくしてドック内で完成したものを設置場所に移送して設置し、保守作業もドック内に移送して安全な状態で行えるものが望まれているのに対して最良の回答にはなっていない。
後者は、風力や潮流による水圧によって生じる水平方向の力に対しての保持力が小さいために大きな位置移動を生じ、現地での設置には前者より有利であるがワイヤーの張力変動が大きい為に浮体及び重錘が大型となり係留索周辺の構造強度を高める為などによりコストアップ要因が多い。
In the former, assembling and maintenance work on the unstable ocean is reduced as much as possible, and the completed product is transferred to the installation location and installed in the dock, and maintenance work can also be transferred to the dock and performed in a safe state. What is desired is not the best answer.
The latter has a large position movement due to the small holding force against the horizontal force generated by the wind pressure or the water pressure caused by tidal currents, and is advantageous for the installation in the field, but the tension fluctuation of the wire is large. There are many factors that increase the cost due to the large size of the floating body and weight, which increases the structural strength around the mooring line.

特願2012−253844によるものは出願人の特許出願であるが、テンドンのような緊張係留索ではなく緩く張った係留索による保持方法の為、比較的浅い湖沼などに小型の装置を設置する場合に安価で有効なものであるが、水流がある場合や水位変動が大きい場合には充分な性能を発揮できなくなる恐れがある。   The patent application of Japanese Patent Application No. 2012-253844 is the applicant's patent application, but a small device is installed in a relatively shallow lake or the like because of the holding method with a loosely moored mooring line instead of a tension mooring line like Tendon Although it is inexpensive and effective, there is a possibility that sufficient performance cannot be exhibited when there is a water flow or when the water level fluctuation is large.

洋上での組立や保守作業は出来るだけ少なくしてドック内で完成したものを設置場所に移送して設置し、保守作業もドック内に移送して安全な状態で行えるごとき浮体型風車係留装置を可能にすることであり、風力や潮流による水圧によって生じる位置移動を少なくし、係留索の張力変動を小さくして浮体及び重錘を小型化して大幅なコストダウンを可能にする浮体型風車係留装置を提供することである。 Floating type windmill mooring device is installed so that assembling and maintenance work on the ocean is reduced as much as possible and the finished product in the dock is transferred to the installation site and the maintenance work can also be transferred to the dock and performed in a safe state. Floating-type windmill mooring device that makes it possible to reduce the position movement caused by water pressure due to wind power and tidal currents, reduce the tension fluctuation of the mooring cable, downsize the floating body and weight, and greatly reduce the cost Is to provide.

本発明の上記課題を解決するための第1の手段は、テンドン方式における基部周辺に配置した複数個のフロートを廃し中心部に纏めることと基部から水平方向に伸ばして植設した複数の浮体腕部材と海底に設置した重錘の中心部から水平方向に伸ばした複数の重錘腕部材とを夫々主係留索で結ぶことで上記課題を解決する浮体型風車係留装置を提供することである。   A first means for solving the above-mentioned problems of the present invention is to eliminate a plurality of floats arranged around the base in the tendon system and collect them at the center, and a plurality of floating arms planted by extending horizontally from the base It is an object of the present invention to provide a floating wind turbine mooring device that solves the above problems by connecting a member and a plurality of weight arm members extending in the horizontal direction from the center of the weight installed on the seabed, respectively.

本発明の上記課題を解決するための第2の手段は、該浮体腕部材と重錘の中心部を補助係留索で接続することによって、風力や潮流による水圧によって生じる位置移動を少なくし、係留索の張力変動を小さくして浮体及び重錘を小型化して大幅なコストダウンを可能にする浮体型風車係留装置を提供することである。   The second means for solving the above-mentioned problems of the present invention is to connect the floating arm member and the center of the weight with an auxiliary mooring line, thereby reducing the position movement caused by water pressure due to wind force or tidal current, and mooring. It is an object of the present invention to provide a floating-type windmill mooring device that can greatly reduce the cost by reducing the tension variation of the rope and reducing the size of the floating body and the weight.

本発明の第1の効果は、フロートを中心部に纏めることと基部から水平方向に伸ばして植設した複数の浮体腕部材と海底に設置した重錘の中心部から水平方向に伸ばした複数の重錘腕部材とを夫々主係留索で結ぶことによって、浮体型風車係留装置自体を曳航するときの移動抵抗を大幅に軽減できる。また装置をドックで完成したあと設置現場まで曳航するときの曳航船の構造をテンドン方式における複数個のフロートを収納する為の特別な装置を必要としない為に大幅に簡略化できるため費用負担を軽減して結果的に設置現場における危険な洋上作業を少なくし、ドック内の安全な作業に切り替えることができる。   The first effect of the present invention is that a float is gathered in the center and a plurality of floating arm members planted by extending horizontally from the base and a plurality of weights extending horizontally from the center of the weight installed on the seabed. By connecting the weight arm members with the main mooring lines, the movement resistance when towing the floating wind turbine mooring device itself can be greatly reduced. In addition, since the construction of the towed vessel when towing to the installation site after completing the device at the dock does not require a special device for storing multiple floats in the tendon method, the cost burden is reduced. As a result, it is possible to reduce dangerous offshore work at the installation site and switch to safe work in the dock.

本発明の第2の効果は、該浮体腕部材と重錘の中心部を補助係留索で接続することによって、風力や潮流による水圧によって生じる位置移動を少なくし、係留索の張力変動を小さくして浮体及び重錘を小型化して大幅なコストダウンを可能にする浮体型風車係留装置を提供することを可能にする。   The second effect of the present invention is that the floating arm member and the center of the weight are connected by an auxiliary mooring line, thereby reducing the position movement caused by the water pressure due to wind force or tidal current, and reducing the tension fluctuation of the mooring line. Thus, it is possible to provide a floating type wind turbine mooring device that can reduce the size of the floating body and the weight and significantly reduce the cost.

図1は、本発明の浮体型風車係留装置の構造を2次元化して示す模式側面図である。FIG. 1 is a schematic side view showing a two-dimensional structure of the floating wind turbine mooring device of the present invention. 図2は、テンドン式浮体型風車係留装置の構造を2次元化して示す模式側面図である。FIG. 2 is a schematic side view showing a two-dimensional structure of the tendon type floating wind turbine mooring device. 図3は、本発明の浮体型風車係留装置の他の実施例の構造を2次元化して示す模式側面図である。FIG. 3 is a schematic side view showing a two-dimensional structure of another embodiment of the floating wind turbine mooring device of the present invention.

本発明の浮体型風車係留装置を説明の簡略化のために2次元化した実施形態を示す。   2 shows an embodiment in which the floating wind turbine mooring device of the present invention is two-dimensionalized for simplicity of explanation.

図1は、本発明の浮体型風車係留装置の構造を2次元化して示す模式側面図である。本来は立体的なものであるが説明を明確にするために2次元化して平面的な状態としている。
図1において、水上に浮かぶ基部1の上部にはポール2が設けられその上部に風車装置3が設けられている。図においてはアップウインド型のものとされているがこの形式に限定するものではない。4は基部1から水平方向に植設された浮体腕部材であり、該浮体腕部材4の先端には結合部材5が設けられている。結合部材5は特別に浮力を有するものではないが、体積に応じて多少の浮力を有していても良い。6は海底に設置する重錘腕部材であり、7は結合部材5と対応する位置に設けた重錘結合部材であり、8は重錘中心部である。9は結合部材5と重錘結合部材7とを結ぶメイン係留索であり、10は結合部材5と重錘中心部8を結ぶサブ係留索である。尚、図1においてはサブ係留索10は結合部材5と重錘中心部8を結んでいるが、逆に基部1の下部と重錘結合部材7とを結んでも理論的にはほぼ同様の効果を得ることができるものである。Wは風によって風車装置3が受ける力、Lは潮流によって係留装置全体が受ける力、Hは波の高さである。
[作用]
FIG. 1 is a schematic side view showing a two-dimensional structure of the floating wind turbine mooring device of the present invention. Although it is originally a three-dimensional object, it is two-dimensionally made flat to clarify the explanation.
In FIG. 1, a pole 2 is provided on the upper part of a base 1 floating on the water, and a windmill device 3 is provided on the upper part. In the figure, it is of an upwind type, but is not limited to this type. Reference numeral 4 denotes a floating arm member planted in the horizontal direction from the base 1, and a coupling member 5 is provided at the tip of the floating arm member 4. The coupling member 5 does not have buoyancy in particular, but may have some buoyancy depending on the volume. 6 is a weight arm member installed on the seabed, 7 is a weight coupling member provided at a position corresponding to the coupling member 5, and 8 is a weight center portion. Reference numeral 9 denotes a main mooring line connecting the connecting member 5 and the weight connecting member 7, and reference numeral 10 denotes a sub mooring line connecting the connecting member 5 and the weight central portion 8. In FIG. 1, the sub mooring line 10 connects the connecting member 5 and the weight central portion 8, but conversely, even if the lower portion of the base portion 1 and the weight connecting member 7 are connected, theoretically substantially the same effect is obtained. Can be obtained. W is the force received by the windmill device 3 by the wind, L is the force received by the entire mooring device by the tidal current, and H is the height of the wave.
[Action]

上記実施形態に示す本発明の浮体型風車係留装置の作用について説明する。
図1において、風車装置3に風が当たりWの力が加わると係留装置は水平の力Wと風車装置3の結合部材7とメイン係留索9及びサブ係留索10との結合部からの高さによるモーメントを受ける。水平方向の力Wは左右のサブ係留索10の張力の差によって支えられ、モーメントは左右のメイン係留索9の張力の差によって支えることができるので係留装置は流されたり傾いたりすることはない。但し、メイン係留索9には基部1の浮力によって充分な初期張力が加えられていることが条件であり、その条件を満たす為には重錘結合部材7及び重錘中心部8の重量は上記初期張力及び上記モーメントによって浮き上がらないだけの充分な重量が必要となる。
The operation of the floating wind turbine mooring device of the present invention shown in the above embodiment will be described.
In FIG. 1, when the wind hits the windmill device 3 and a force of W is applied, the mooring device has a horizontal force W and a height from the coupling portion between the coupling member 7 of the windmill device 3, the main mooring line 9, and the sub mooring line 10. Receive moment by The horizontal force W is supported by the difference in tension between the left and right sub mooring lines 10, and the moment can be supported by the difference in tension between the left and right main mooring lines 9, so that the mooring device does not flow or tilt. . However, it is a condition that a sufficient initial tension is applied to the main mooring line 9 due to the buoyancy of the base 1. In order to satisfy the condition, the weight of the weight coupling member 7 and the weight central part 8 is the above-mentioned weight. Sufficient weight is required so that the initial tension and the moment do not lift.

また、潮流による流体抵抗によって係留装置に加わる力LはWと同様に係留装置を横に押し流そうとするがWのようなモーメントを生じることはない。従って、Lによる押し流し力は左右のサブ係留索10の張力の差によって支えられる。この場合多少の横移動が許されるならばサブ係留索10に初期張力を加えておく必要はない。   Further, the force L applied to the mooring device due to the fluid resistance caused by the tidal current tends to push the mooring device to the side in the same manner as W, but does not cause a moment like W. Therefore, the pushing force by L is supported by the difference in tension between the left and right sub mooring lines 10. In this case, it is not necessary to apply initial tension to the sub mooring line 10 if some lateral movement is allowed.

尚、波による揺れに関しては水上に浮かぶ基部1の喫水の変化は左右の揺れモーメントとはならず左右のメイン係留索9に分散された張力変化として加わるため重錘結合部材7が単独でこれを支える必要はない。特にサブ係留索9が重錘中心部8に結合されている為に重錘全体の重量が該張力変化を支えることとなりその分、重錘の重量が小さくて済むこととなる。   Regarding the shaking caused by the waves, the change in the draft of the base 1 floating on the water is not a left and right shaking moment but is added as a tension change distributed to the left and right main mooring lines 9, so the weight coupling member 7 alone There is no need to support it. In particular, since the sub mooring line 9 is coupled to the weight central portion 8, the weight of the entire weight supports the change in tension, and accordingly, the weight of the weight can be reduced.

図1及び上記の説明においては、2次元化した形であるが、実際には基部1から水平方向に放射線状に植設された浮体腕部材4は該基部1の周辺に複数個あり、該浮体腕部材4の先端には夫々結合部材5が設けられている。重錘腕部材6も結合部材5と対応する海底位置に複数個設けられ、重錘中心部8から放射線状に設けられた形となっている。したがって図1における紙面に直角な方向においても同様の機能が得られるものである。   In FIG. 1 and the above description, although it is a two-dimensional shape, there are actually a plurality of floating arm members 4 that are radially implanted from the base 1 in the horizontal direction, A coupling member 5 is provided at each end of the floating arm member 4. A plurality of weight arm members 6 are also provided at the seafloor position corresponding to the coupling member 5, and are provided radially from the weight center portion 8. Accordingly, the same function can be obtained in a direction perpendicular to the paper surface in FIG.

図2は、従来のテンドン式浮体型風車係留装置の構造を2次元化して示す模式側面図である。
図2において、水面上にある基部11の上部にはポール12が設けられその上部に風車装置13が設けられている。14は基部1から水平方向に植設された腕部材であり、該腕部材14の先端にはフロート部材15が設けられている。フロート部材15は体積に応じて充分な浮力を有するものである。17はフロート部材15と対応する位置に設けた重錘結合部材である。19は結合部材15と重錘結合部材17とを結ぶ係留索である。尚、Wは風によって風車装置13が受ける力、Lは潮流によって係留装置全体が受ける力、Hは波の高さである。
FIG. 2 is a schematic side view showing a two-dimensional structure of a conventional tendon type floating wind turbine mooring device.
In FIG. 2, the pole 12 is provided in the upper part of the base 11 on a water surface, and the windmill apparatus 13 is provided in the upper part. Reference numeral 14 denotes an arm member implanted in the horizontal direction from the base 1, and a float member 15 is provided at the tip of the arm member 14. The float member 15 has sufficient buoyancy according to the volume. Reference numeral 17 denotes a weight coupling member provided at a position corresponding to the float member 15. A mooring line 19 connects the connecting member 15 and the weight connecting member 17. W is the force received by the wind turbine device 13 by the wind, L is the force received by the entire mooring device by the tidal current, and H is the height of the wave.

図2の場合、風車装置13に風が当たりWの力が加わると係留装置は水平の力Wと風車装置13の結合部材17と係留索19との結合部からの高さによるモーメントを受ける。
水平の力Wは係留装置全体が横移動することで生じる幾何学的な水面からの距離変化dによって生じるフロート部材15の浮力の増加があり、該浮力の増加と係留索19の傾きによって生じる横方向の力のバランスによって支えられる。従って、Wによる横方向の移動は折込済みであり、これをなくすることは出来ない。また、モーメントに関しては左右の係留索19の張力変化によって支えることができる。
In the case of FIG. 2, when a wind hits the windmill device 13 and a force of W is applied, the mooring device receives a horizontal force W and a moment due to the height from the coupling portion between the coupling member 17 of the windmill device 13 and the mooring line 19.
The horizontal force W has an increase in the buoyancy of the float member 15 caused by the geometrical distance change d from the water surface caused by the lateral movement of the mooring device, and the lateral force caused by the increase in the buoyancy and the inclination of the mooring line 19. Supported by directional force balance. Therefore, the lateral movement by W is already folded and cannot be eliminated. Further, the moment can be supported by the change in tension of the left and right mooring lines 19.

また、潮流による流体抵抗によって係留装置に加わる力Lは風による力Wと同様に係留装置全体が横移動することで生じる幾何学的な水面からの距離変化dによって生じるフロート部材15の浮力の増加があり、該浮力の増加と係留索19の傾きによって生じる横方向の力のバランスによって支えられる。従って、Wによる横方向の移動は折込済みであり、これをなくすることは出来ない。   Further, the force L applied to the mooring device due to the fluid resistance due to the tidal current increases the buoyancy of the float member 15 caused by the distance change d from the geometrical water surface caused by the lateral movement of the mooring device as in the case of the wind force W. And is supported by a balance of lateral forces generated by the increase in buoyancy and the inclination of the mooring line 19. Therefore, the lateral movement by W is already folded and cannot be eliminated.

尚、波による揺れに関してはフロート部材15の喫水の変化が直接係留索19の張力変化として加わるため大きな波があった場合、重錘結合部材17が単独でこれを支えて浮き上がらないだけの重量を備えていることが必要となる。   Regarding the shaking caused by the wave, if there is a big wave because the change in the draft of the float member 15 is directly added as the change in the tension of the mooring line 19, the weight coupling member 17 can support the weight alone so that it does not lift up. It is necessary to have.

図3は、本発明の浮体型風車係留装置の他の実施例の構造を2次元化して示す模式側面図である。
図3において水上に浮かぶ基部1と海底に設置する重錘腕部材6との間に中間フレーム31が設けられその外周部32にはメイン係留索9が貫通するごとく固定され、中央部33にはサブ係留索10が貫通するごとく固定されてその先が重錘結合部材7に固定されている。図3に示す実施例の場合水深が図1の場合の2倍になった状態に適すものである。
サブ係留索10の傾斜角が図1に示す実施例と同様なので風によって受ける力W及び潮流によって受ける力Lによるサブ係留索10の作用によってフロートの位置移動は制限され、図2に示す実施例の場合のように水深に比例してフロートの位置移動大きくなるようなことはない。更に基部1が風車のトルクなどによって回転方向にねじれるのを防ぐ場合には図1、図3においては2次元的なものとして説明したので省略されているが、円周上に配置された結合部材5と同様に円周上に配置された重錘結合部材7とにおいて、お互いに隣接するもの同士を結合する係留索を追加することで防止できることを付記するものである。
FIG. 3 is a schematic side view showing a two-dimensional structure of another embodiment of the floating wind turbine mooring device of the present invention.
In FIG. 3, an intermediate frame 31 is provided between the base 1 floating on the water and the weight arm member 6 installed on the seabed, and is fixed to the outer peripheral portion 32 so that the main mooring line 9 passes therethrough. The sub mooring line 10 is fixed as it penetrates and the tip is fixed to the weight coupling member 7. In the case of the embodiment shown in FIG. 3, the water depth is suitable for a state where the water depth is twice that in the case of FIG.
Since the inclination angle of the sub mooring line 10 is the same as that of the embodiment shown in FIG. 1, the position movement of the float is limited by the action of the sub mooring line 10 by the force W received by the wind and the force L received by the tidal current, and the embodiment shown in FIG. As in the case of, the position of the float does not increase in proportion to the water depth. Further, in order to prevent the base 1 from being twisted in the rotational direction due to the wind turbine torque or the like, it is omitted because it has been described as being two-dimensional in FIGS. 1 and 3, but is a coupling member arranged on the circumference. In addition to the weight coupling member 7 arranged on the circumference in the same manner as 5, it is added that it can be prevented by adding a mooring line that couples adjacent ones to each other.

以上の説明で明らかなごとく本発明の浮体型風車係留装置は風及び潮流による力での位置移動を防止でき、風力及び波による傾きモーメントが海底の重錘に加わる力も軽減できる為、全体の重量を大幅に軽減して製作を容易にし、コストを削減できる。この効果は係留索の中間に中間フレームを設けた場合、海底の深さが深くなるほど従来の方式に比べて位置移動の低減効果は高まる。更にフロート部分を中央に纏めた為、曳航する場合の曳航船がこれまでの方式で必要とされた複数のフロートの収容機能を削除できるものとなり、構造を大幅に簡略化できるので低コストでの曳航が可能となり、ドックでの製造、保守作業を拡大できる為安全性の向上に大きな効果を上げることが出来、その産業上の効果は極めて著しい。   As apparent from the above description, the floating wind turbine mooring device of the present invention can prevent the position movement by the force due to the wind and tidal current, and can also reduce the force applied to the weight of the seabed by the inclination moment due to the wind force and the wave. Can be greatly reduced, making production easier and reducing costs. In the case where an intermediate frame is provided in the middle of the mooring line, the effect of reducing the position movement increases as the depth of the seabed becomes deeper than the conventional method. In addition, since the floats are gathered in the center, the towed vessel when towing can remove the function of accommodating multiple floats required by the conventional method, and the structure can be greatly simplified, so it can be reduced in cost. Towing is possible, and the manufacturing and maintenance work at the dock can be expanded, which can greatly improve safety, and its industrial effect is extremely remarkable.

1 基部
2 ポール
3 風車装置
4 浮体腕部材
5 結合部材
6 重錘腕部材
7 重錘結合部材
8 重錘中心部
9 メイン係留索
10 サブ係留索
11 基部
12 ポール
13 風車装置
14 腕部材
15 フロート部材
17 重錘結合部材
19 係留索
20 大径部
21 フック
31 中間フレーム
32 外周部
33 中央部
W 風によって受ける力
L 潮流によって受ける力
H 波の高さ
d 水面からの距離変化
DESCRIPTION OF SYMBOLS 1 Base 2 Pole 3 Windmill apparatus 4 Floating arm member 5 Coupling member 6 Weight arm member 7 Weight coupling member 8 Weight center part 9 Main mooring cable 10 Sub mooring cable 11 Base 12 Pole 13 Windmill apparatus 14 Arm member 15 Float member 17 Weight coupling member 19 Mooring line 20 Large diameter part 21 Hook 31 Intermediate frame 32 Outer peripheral part 33 Central part W Force received by wind L Force received by tidal current Height of wave d Change in distance from water surface

Claims (3)

浮力を持つ基部には上方に伸びるポールを設け該ポールの上部に風車装置を設け、該基部から水平方向に放射線状に伸ばして植設した複数の浮体腕部材の先端の結合部材と海底に設置した重錘の中心部から水平方向に放射線状に伸ばした複数の重錘腕部材とを夫々メイン係留索で結ぶごとく構成したことを特徴とする浮体型風車係留装置。 A base with buoyancy is provided with a pole extending upward, a windmill device is provided on the top of the pole, and installed on the seabed with the connecting members at the tip of a plurality of floating arm members that are radially extended from the base and planted A floating-type windmill mooring device comprising a plurality of weight arm members extending radially from the center portion of the weights connected by a main mooring line. 該浮体腕部材の先端の結合部材と重錘の中心部を補助係留索で接続するごとく構成したことを特徴とする請求項1記載の浮体型風車係留装置。   The floating-type windmill mooring device according to claim 1, wherein the floating-type windmill mooring device is configured such that the connecting member at the tip of the floating arm member and the center of the weight are connected by an auxiliary mooring line. 浮力を持つ基部と重錘の中心部から水平方向に放射線状に伸ばした複数の重錘腕部材とを補助係留索で接続するごとく構成したことを特徴とする請求項1記載の浮体型風車係留装置。   2. A floating type windmill mooring according to claim 1, wherein the base has buoyancy and a plurality of weight arm members extending radially from the center of the weight are connected by an auxiliary mooring line. apparatus.
JP2013215404A 2013-10-16 2013-10-16 Floating wind turbine mooring device Expired - Fee Related JP6241011B2 (en)

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