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JP7459024B2 - Offshore wind power generation equipment - Google Patents
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JP7459024B2 - Offshore wind power generation equipment - Google Patents

Offshore wind power generation equipment Download PDF

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JP7459024B2
JP7459024B2 JP2021127249A JP2021127249A JP7459024B2 JP 7459024 B2 JP7459024 B2 JP 7459024B2 JP 2021127249 A JP2021127249 A JP 2021127249A JP 2021127249 A JP2021127249 A JP 2021127249A JP 7459024 B2 JP7459024 B2 JP 7459024B2
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誠一 田中
和雄 田中
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    • 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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本発明は、海上の風力により発電する風力発電装置に係り、特に陸地から遠く離れた洋上に配備される洋上風力発電装置に関するものである。 The present invention relates to a wind power generation device that generates electricity using wind power at sea, and in particular to an offshore wind power generation device that is deployed on the ocean far from land.

従来、この種の風力発電装置としては、例えば下記の特許文献1に記載されたものが知られている。特許文献1記載の風力発電装置の概略構成を図7(a)に示す。図示の風力発電装置51aは海底設立型のものであり、海底Bに立設されたコンクリート基礎52上に架台53が架け渡され、架台53上に風力発電機2が設置されている。この風力発電機2は、架台53上に設置される基台部58およびこの基台部58上に立設された柱部7から成るタワー59と、タワー59の上端に支持されていて発電モータおよび増速器を内蔵したナセル10と、ナセル10の前面に配置されていて前記増速器の回転軸に取り付けられたハブ11と、ハブ11の外周に設けられた複数のプロペラ12と、から構成されている。このような風力発電装置51aは、コンクリート基礎52や架台53が届く水深10m程度までの浅瀬で、陸地から近い場所に設置されることが多い。 Conventionally, as this type of wind power generation device, one described in Patent Document 1 below, for example, is known. A schematic configuration of the wind power generation device described in Patent Document 1 is shown in FIG. 7(a). The illustrated wind power generation device 51a is a type installed on the seabed, and a pedestal 53 is built over a concrete foundation 52 erected on the seabed B, and the wind power generator 2 is installed on the pedestal 53. This wind power generator 2 includes a tower 59 consisting of a base part 58 installed on a frame 53 and a column part 7 erected on the base part 58, and a power generation motor supported on the upper end of the tower 59. and a nacelle 10 incorporating a speed increaser, a hub 11 disposed on the front surface of the nacelle 10 and attached to the rotating shaft of the speed increaser, and a plurality of propellers 12 provided on the outer periphery of the hub 11. It is configured. Such a wind power generation device 51a is often installed close to the land in shallow water up to a depth of about 10 meters, where the concrete foundation 52 and the pedestal 53 can reach.

一方で、例えば下記の特許文献2に記載されたものが知られている。特許文献2記載の風力発電装置の概略構成を図7(b)に示す。図示の風力発電装置51bは台船設置型のものであり、図7(a)で示したと同じ構成の風力発電機2と、その発電機2を搭載して海面SLに浮く平面視方形状の台船54と、上端が台船54に繋がれるとともに下端が海底Bに係留される係留索55と、から構成されている。このような風力発電装置51bは、現実的に係留索55が届く水深50m程度までの海底Bに台船54が係留索55で係留されていて、発電能力は5MW程度である。
他方で、下部が係留索で海底に係留された縦長の棒状浮体を用い、海面から突出した棒状浮体の上面に風力発電機を固定して成る風力発電装置も知られている。
On the other hand, for example, the one described in Patent Document 2 below is known. A schematic configuration of the wind power generator described in Patent Document 2 is shown in FIG. 7(b). The illustrated wind power generator 51b is of a barge-mounted type, and includes a wind power generator 2 having the same configuration as shown in FIG. It is composed of a barge 54 and a mooring line 55 whose upper end is connected to the barge 54 and whose lower end is moored to the seabed B. In such a wind power generation device 51b, a barge 54 is moored with mooring ropes 55 to the seabed B at a depth of about 50 m, where the mooring ropes 55 can realistically reach, and the power generation capacity is about 5 MW.
On the other hand, a wind power generation device is also known in which a vertically long rod-shaped floating body whose lower part is moored to the seabed with a mooring cable is used, and a wind power generator is fixed to the upper surface of the rod-shaped floating body that protrudes from the sea surface.

特開2004-36517号公報JP 2004-36517 A 国際公開WO2013/84546号公報International Publication WO2013/84546

ところで現在、漁業権などに絡む問題点が残っているために、海上風力発電の活用は皆無に等しい。また、海上風力発電は技術的開発が確立されていない。その一方で、国は2019年に洋上風力新法で「促進区域」を定めた改正港湾法を成立させている。これにより、陸地から遠く離れた洋上風力発電基地の建設を多く望めることになったが、具体的な実施計画は進んでいないのが実情である。 Currently, however, there are still problems with fishing rights and other issues, so there is virtually no use of offshore wind power generation. In addition, the technical development of offshore wind power generation has not been established yet. On the other hand, in 2019, the country enacted a revised port and harbor law that stipulated "promotion areas" in the new offshore wind power law. This has led to many hopes for the construction of offshore wind power generation bases far from land, but the reality is that no concrete implementation plans have been made.

そこで、上記した特許文献1に記載の風力発電装置51aに目を向けると、この風力発電装置51aは、浅瀬でなければ設置できないので設置場所が陸地から近いことになる。このように近い場所は良好な近海漁場であることが多いので、風力発電装置51aは近海漁業の邪魔をしたり、風力発電機2から発生した騒音が人や魚に悪影響を及ぼしたりするおそれがある。
また、特許文献2に記載の風力発電装置51bは、風力発電機2を安定に支持するために喫水線の平面積が比較的広い台船54を用いている。しかしながら、台船54は平面視方形状であるから、波の当りを受けやすく風によっても大きく揺れやすい。そのために、容量の大きな風力発電機2を配備できないのである。また、水深50m程度の場所も比較的良好な漁場であることから、前記と同様に漁業の邪魔や魚への悪影響を及ぼすことが考えられる。
そして、海面から突出した棒状浮体の上面に風力発電機を固定した風力発電装置では、棒状浮体が海底に係留されているので、風や波により棒状浮体が傾いてその上部が水没したり、大潮時などの際に棒状浮体の上部が海面下に沈んだりするおそれがあり、それらの場合は発電機の駆動を停止せざるを得ない。また、水深が150m~200mほどの洋上に配備しようとする場合は、係留索が長くなりすぎて強度および部品コストの点で実用的でなくなる。
Turning our attention to the wind power generation device 51a described in the above-mentioned Patent Document 1, this wind power generation device 51a can only be installed in shallow waters, so the installation site is close to land. Since such close locations are often good coastal fishing grounds, there is a risk that the wind power generation device 51a will interfere with coastal fishing, and that the noise generated by the wind power generator 2 will have a negative impact on people and fish.
Furthermore, the wind power generation device 51b described in Patent Document 2 uses a barge 54 with a relatively large planar area at the waterline in order to stably support the wind power generator 2. However, since the barge 54 has a rectangular shape in plan view, it is easily hit by waves and easily sways due to the wind. For this reason, it is not possible to install a wind power generator 2 with a large capacity. Furthermore, since places with a water depth of about 50 m are relatively good fishing grounds, it is considered that the barge may interfere with fishing and have a negative impact on fish, as described above.
In a wind power generation device in which a wind power generator is fixed to the top surface of a rod-shaped float protruding from the sea surface, the rod-shaped float is moored to the seabed, so there is a risk that the rod-shaped float will tilt due to wind or waves and its upper part will be submerged, or that the upper part of the rod-shaped float will sink below the sea surface during spring tides, etc. In such cases, the operation of the generator must be stopped. Also, when attempting to deploy the device in the ocean with a water depth of about 150 to 200 meters, the mooring rope becomes too long and becomes impractical in terms of strength and parts cost.

本発明は、上記した従来の問題点に鑑みてなされたものであって、風、波、潮位などの影響によって発電機に運転支障を生じさせることがなく、漁業の邪魔や魚などへの悪影響を引き起こすこともない洋上風力発電装置の提供を目的とする。 The present invention has been made in view of the above-mentioned conventional problems, and does not cause operational problems to the generator due to the influence of wind, waves, tide level, etc., and does not interfere with fishing or adversely affect fish etc. The purpose is to provide an offshore wind power generation device that does not cause

上記目的を達成するために、本発明に係る洋上風力発電機は、風力発電機を搭載して洋上に浮く浮体と、浮き部および錘部を有していて海中に起立姿勢で浮く円筒部材からなる竪柱体と、上端が前記竪柱体に繋がれるとともに下端が海底に係留される係留索と、を備えて成り、前記浮体に上下貫通孔が形成され、前記上下貫通孔に前記竪柱体が上下移動自在に挿通されており、前記風力発電機は、柱部と、柱部の上端に支持されていて発電モータおよび増速器を内蔵したナセルと、ナセルの前面に配置されていて前記増速器の回転軸に取り付けられたハブと、前記ハブの外周部に取り付けられたプロペラから構成されており、前記浮体は、その上端に設けられて竪柱体の自由端からなる上端を上下動可能に収容する架台部を有し、風力発電機の柱部が、前記架台部の上に立設されていることを特徴とすることを特徴とする構成にしてある。 In order to achieve the above-mentioned object, the offshore wind turbine of the present invention comprises a float carrying a wind turbine and floating on the ocean, a vertical column body consisting of a cylindrical member having a floating portion and a weight portion and floating in an upright position in the sea, and a mooring rope whose upper end is connected to the vertical column body and whose lower end is moored to the seabed, wherein vertical through holes are formed in the float, and the vertical column body is inserted into the vertical through holes so as to be freely movable up and down, the wind turbine is composed of a column portion, a nacelle supported on the upper end of the column portion and incorporating a generator motor and a speed increaser, a hub disposed in front of the nacelle and attached to the rotating shaft of the speed increaser, and a propeller attached to the outer periphery of the hub, the float has a base portion provided at its upper end and accommodating the upper end consisting of the free end of the vertical column body so as to be movable up and down, and the column portion of the wind turbine is erected on the base portion.

また、前記構成において、係留索が、竪柱体の下端部に繋がれる第1係留索と、竪柱体の上下途中位置に繋がれる第2係留索と、から構成されていることを特徴とするものである。 The above configuration is also characterized in that the mooring rope is composed of a first mooring rope connected to the lower end of the vertical column body and a second mooring rope connected to a middle position above or below the vertical column body.

そして、前記した各構成において、海底に錨止される錨体が係留索の下端に取り付けられていることを特徴とするものである。 Each of the configurations described above is characterized in that the anchor body anchored to the seabed is attached to the lower end of the mooring cable.

更に、前記した各構成において、竪柱体の上下寸法が100m以上200m以下であることを特徴とするものである。 Furthermore, each of the above configurations is characterized in that the vertical dimension of the columnar body is 100 m or more and 200 m or less.

本発明に係る洋上風力発電装置によれば、風力発電機を搭載して洋上に浮く浮体に上下貫通孔が形成され、海中に起立姿勢で浮く竪柱体が浮体の上下貫通孔に上下移動自在に挿通されているので、風、波、潮の流れなどにより竪柱体が傾いたとき、浮体は竪柱体の上端に向かって移動し海面に浮いた状態を保持されるから水没しない。そのうちに風や潮の流れが止まると、竪柱体が垂直姿勢に戻り、浮体は浮いたまま竪柱体の上部から下降して元の位置に戻る。潮の干満時にも、浮体は竪柱体に対し上下移動し常に発電可能な体勢で浮いている。従って、風、波、潮位などの影響があっても風力発電機に運転支障を生じさせることがなく、安定して風力発電を行なうことができる。また、漁業の邪魔や魚などへの悪影響を引き起こすこともない。この場合、竪柱体として上下寸法の長いものを採用すれば、設置場所が浅瀬に限定されることがなく、陸地から遠く離れた深い場所でも設置が可能である。 According to the offshore wind power generation device according to the present invention, the vertical through holes are formed in the floating body floating on the ocean with the wind power generator mounted thereon, and the vertical column body floating in an upright position in the sea can freely move up and down into the vertical through holes of the floating body. When the vertical column is tilted due to wind, waves, tides, etc., the floating body moves toward the top of the vertical column and remains floating on the sea surface, so it does not submerge. Eventually, when the wind and tide stop, the column returns to its vertical position, and the floating body descends from the top of the column, remaining afloat, and returns to its original position. Even during the ebb and flow of the tide, the floating body moves up and down relative to the columnar body, and always floats in a position that allows it to generate electricity. Therefore, even under the influence of wind, waves, tide level, etc., the wind power generator does not have any operational problems, and wind power generation can be stably performed. Furthermore, it does not interfere with fishing operations or cause any negative effects on fish. In this case, if a vertical column with long vertical dimensions is used, the installation location is not limited to shallow water, and can be installed even in deep locations far away from land.

また、係留索が、竪柱体の下端部に繋がれる第1係留索と、竪柱体の上下途中位置に繋がれる第2係留索とから構成されているものでは、第1係留索および第2係留索が竪柱体をその上下位置で係留するから、風、波、潮位などの力を受けたときも竪柱体の傾きを小さく抑えることができる。 In addition, in the case where the mooring cable is composed of a first mooring cable connected to the lower end of the vertical column body and a second mooring cable connected to a position halfway up and down the vertical column body, the first mooring cable and the second mooring cable are connected to the lower end of the vertical column body. Since the two mooring cables moor the vertical column at its upper and lower positions, the inclination of the column can be kept small even when subjected to forces such as wind, waves, and tide levels.

そして、海底に錨止される錨体が係留索の下端に取り付けられているものでは、水深が例えば100mといった深い場所であっても、投錨操作だけで係留索の下端を海底に固定して竪柱体を係留することができる。 And if the anchor body that is anchored to the seabed is attached to the lower end of the mooring rope, the lower end of the mooring rope can be fixed to the seabed and the vertical column body can be moored simply by dropping the anchor, even in deep waters, such as 100m deep.

更に、竪柱体の上下寸法が100m以上200m以下であるものでは、水深が200m程度までとされる大陸棚に、本発明の洋上風力発電装置を配置することができる。この大陸棚は陸地からの距離が世界平均で約80kmあるとされるので、日本国の周りを囲む広大な大陸棚を利用して、自然エネルギーたる多大な風力を電力に有効活用できる。 Furthermore, if the vertical dimension of the vertical column is between 100m and 200m, the offshore wind power generation device of the present invention can be placed on the continental shelf, where the water depth is up to about 200m. The distance from the land to this continental shelf is about 80km on average worldwide, so by utilizing the vast continental shelf surrounding Japan, the enormous wind power, which is a natural energy source, can be effectively utilized to generate electricity.

本発明の一実施形態に係る洋上風力発電装置を示す正面図である。1 is a front view showing an offshore wind turbine generator according to an embodiment of the present invention. 前記洋上風力発電装置の浮体を構成する円筒体を示す斜視図である。FIG. 2 is a perspective view showing a cylindrical body that constitutes a floating body of the offshore wind power generation device. 前記洋上風力発電装置の浮体を示した図であって、(a)は斜視図、(b)は(a)におけるA-A線矢視断面図である。3A and 3B are diagrams showing a float of the offshore wind power generation device, in which (a) is a perspective view, and (b) is a cross-sectional view taken along line AA in (a). 前記洋上風力発電装置の浮体を示した図3(a)におけるB-B線矢視断面および竪柱体の上部の縦断面を示した図である。FIG. 3A is a cross-sectional view taken along line BB in FIG. 3(a) showing the floating body of the offshore wind power generation device, and a longitudinal cross-sectional view of the upper part of the columnar body. 前記洋上風力発電装置における要部の動作を示す動作説明図である。FIG. 3 is an operation explanatory diagram showing operations of main parts in the offshore wind power generation device. 前記洋上風力発電装置の動作を示した側面図である。FIG. 3 is a side view showing the operation of the offshore wind power generation device. 本発明の背景となる従来の風力発電装置を示した図であって、(a)は従来装置の一例である側面図、(b)は従来装置の別例である側面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a diagram illustrating a conventional wind power generation device as a background of the present invention, in which (a) is a side view of an example of the conventional device, and (b) is a side view of another example of the conventional device.

以下、本発明の実施形態を図面に基づいて説明する。尚、以下に述べる実施形態は本発明を具体化した一例に過ぎず、本発明の技術的範囲を限定するものでない。ここに、図1は本発明の一実施形態に係る洋上風力発電装置を示す正面図である。但し、各図において、図7に示した従来の風力発電装置51a,51bを構成する同一の構成要素には同一の符号を付すとともに、その詳細説明を省略することがある。
図1において、この実施形態に係る洋上風力発電装置1は、風力発電機2を搭載して洋上の海面SLに浮く浮体3と、海水SW中に起立姿勢で浮く竪柱体4と、上端が竪柱体4に繋がれるとともに下端が海底Bに係留される係留索5,5,・・・と、係留索5の下端に取り付けられた錨止用の錨体6,6,・・・と、から構成されている。
Embodiments of the present invention will be described below based on the drawings. Note that the embodiments described below are merely examples of embodying the present invention, and do not limit the technical scope of the present invention. Here, FIG. 1 is a front view showing an offshore wind power generation device according to an embodiment of the present invention. However, in each figure, the same components constituting the conventional wind power generators 51a and 51b shown in FIG. 7 are denoted by the same reference numerals, and detailed explanation thereof may be omitted.
In FIG. 1, an offshore wind power generation device 1 according to this embodiment includes a floating body 3 that carries a wind power generator 2 and floats on the ocean surface SL, a vertical column body 4 that floats in an upright position in seawater SW, and a vertical column body 4 whose upper end is Mooring cables 5, 5, . . . are connected to the vertical column body 4 and have their lower ends moored to the seabed B, and anchor bodies 6, 6, . . . for anchoring are attached to the lower ends of the mooring cables 5. , is composed of.

前記した風力発電機2は、基台である架台部8およびこの架台部8に立設された柱部7から成る高さ90mほどのタワー9と、タワー9の上端に支持されていて発電モータおよび増速器(いずれも図示省略)を内蔵したナセル10と、ナセル10の前面に配置されていて前記増速器の回転軸に取り付けられたハブ11と、ハブ11の外周部に取り付けられたプロペラ12,12,12と、から構成されている。この風力発電機2の総重量は約850トンである。 The wind power generator 2 described above includes a tower 9 with a height of about 90 m, which is made up of a pedestal section 8 as a base and a column section 7 erected on the pedestal section 8, and a power generation motor supported on the upper end of the tower 9. and a nacelle 10 incorporating a speed increaser (all not shown); a hub 11 disposed on the front side of the nacelle 10 and attached to the rotating shaft of the speed increaser; and a hub 11 attached to the outer periphery of the hub 11. It is composed of propellers 12, 12, 12. The total weight of this wind power generator 2 is approximately 850 tons.

前記した浮体3では、図2、図3および図4に示すように、例えば厚さ19mmの鋼板を円筒状に丸めて溶接付けにより形成された外側筒部16の内周面の周方向に離間した複数個所に、縦向きのH型鋼18,18,・・・が溶接付けされる。そして、外側筒部16の内径よりも小径で円筒状の補強用筒部17が前記のH型鋼18,18,・・・の内側面に溶接付けされる。これにより、剛性の高い外郭円筒体ができ上がる。続いて、前記鋼板を円筒状に丸めて溶接付けにより形成された内側筒部20の外周面の周方向に離間した複数個所に、縦向きのH型鋼21,・・・が溶接付けされる。そして、内側筒部20の外径よりも大径で円筒状の補強用筒部19が前記のH型鋼21,・・・の外側面に溶接付けされることにより、貫通孔用円筒体ができ上がる。この貫通孔用円筒体が前記の外郭円筒体内に同軸心で仮置きされることにより、円筒体13が構成される。 In the above-mentioned floating body 3, as shown in FIGS. 2, 3, and 4, the outer cylindrical portion 16 is formed by rolling a steel plate having a thickness of 19 mm into a cylindrical shape and welding the same. Vertical H-beams 18, 18, . . . are welded to the plurality of locations. Then, a cylindrical reinforcing cylinder part 17 having a smaller diameter than the inner diameter of the outer cylinder part 16 is welded to the inner surface of the H-shaped steels 18, 18, . . . . As a result, a highly rigid outer cylindrical body is completed. Subsequently, vertically oriented H-shaped steels 21, . Then, a cylindrical reinforcing cylinder part 19 having a diameter larger than the outer diameter of the inner cylinder part 20 is welded to the outer surface of the H-shaped steel 21, etc., thereby completing a cylindrical body for a through hole. . The cylindrical body 13 is constructed by temporarily placing this through-hole cylindrical body coaxially within the outer cylindrical body.

そうして、円筒体13の上面開口にリング状上蓋14が蓋止されて密閉状に溶接付けされ、円筒体13の下面開口にリング状下蓋15が蓋止されて密閉状に溶接付けされる。これによって、平面中央部に上下貫通孔3Aを有する浮体3が完成する。この浮体3は直径が15m高さが10mの中空円筒体であり、上下貫通孔3Aの直径は6mである。すなわち、補強用筒部17、補強用筒部19、リング状上蓋14およびリング状下蓋15で密閉状に囲まれた空間が、風力発電機2を搭載した浮体3を海水SW中に浮かせ得る浮力を呈する浮き用空間22となる。この浮き用空間22の内容積は約1500立方米である。すなわち、浮体3は1500トンの物体を浮かせるだけの浮力を呈する。尚、浮体3の内側筒部20内である上下貫通孔3Aには、竪柱体4の上部が上下移動自在に挿通される。 Then, the ring-shaped upper cover 14 is fixed to the upper opening of the cylindrical body 13 and welded in a sealed manner, and the ring-shaped lower cover 15 is fixed to the lower opening of the cylindrical body 13 and welded in a sealed manner. Ru. As a result, the floating body 3 having the upper and lower through holes 3A in the center of the plane is completed. This floating body 3 is a hollow cylindrical body with a diameter of 15 m and a height of 10 m, and the diameter of the upper and lower through holes 3A is 6 m. That is, the space hermetically surrounded by the reinforcing cylinder part 17, the reinforcing cylinder part 19, the ring-shaped upper cover 14, and the ring-shaped lower cover 15 can float the floating body 3 carrying the wind power generator 2 in the seawater SW. This becomes a floating space 22 that exhibits buoyancy. The internal volume of this floating space 22 is approximately 1500 cubic meters. That is, the floating body 3 exhibits buoyancy sufficient to float an object of 1500 tons. The upper part of the columnar body 4 is inserted into the vertical through hole 3A in the inner cylinder part 20 of the floating body 3 so as to be vertically movable.

前記した竪柱体4は、溶接などで上下複数に連結された鋼管製の円筒ユニット4A,4A,4A,・・・と、最上位の円筒ユニット4Aの上面開口を溶接などで密閉する上端面部4Bと、最下位の円筒ユニット4Aの下面開口を溶接などで密閉する下端面部4Cと、最下位2つの円筒ユニット4A,4Aに内蔵されたコンクリートブロックや土砂などから成る錘部24と、から構成されている。錘部24よりも上方位置の円筒ユニット4A,4A,・・・内は、竪柱体4全体の浮力を得るとともに竪柱体4の上部を上向きに立てるための空間すなわち浮き部23となっている。また、上下に隣合う円筒ユニット4A,4A同士は、図1中で連結位置4D,4D,・・・として示すように、各円筒ユニット4Aの両端開口縁に設けられたフランジに対してパッキン装入およびボルト止めなどにより密封状に連結されている。そして、各円筒ユニット4Aの上下寸法は例えば25mであるから、竪柱体4全体の上下寸法Hは例えば150mとなる。錘部24の配置および重量と浮き部23の配置および容量は、竪柱体4を海水SW中に起立姿勢で浮かせ、且つ、竪柱体4の上部が海面SLから突出する構成となるようにそれぞれが設定されている。この竪柱体4は下端部4Cから上の約1/3の位置に重心が設定されている。 The above-mentioned vertical column body 4 includes a plurality of cylindrical units 4A, 4A, 4A, . . . made of steel pipes connected vertically by welding or the like, and an upper end surface portion that seals the top opening of the uppermost cylindrical unit 4A by welding or the like. 4B, a lower end surface portion 4C that seals the lower opening of the lowest cylindrical unit 4A by welding or the like, and a weight portion 24 made of concrete blocks, earth and sand, etc. built into the two lowest cylindrical units 4A, 4A. has been done. The inside of the cylindrical units 4A, 4A, . There is. Further, the vertically adjacent cylindrical units 4A, 4A are arranged with packing on the flanges provided at the edges of the openings at both ends of each cylindrical unit 4A, as shown as connection positions 4D, 4D, . . . in FIG. They are connected in a sealed manner by fitting and bolting. Since the vertical dimension of each cylindrical unit 4A is, for example, 25 m, the vertical dimension H of the entire columnar body 4 is, for example, 150 m. The arrangement and weight of the weight part 24 and the arrangement and capacity of the floating part 23 are such that the columnar body 4 is floated in an upright position in seawater SW, and the upper part of the columnar body 4 protrudes from the sea surface SL. Each is set. The center of gravity of this vertical columnar body 4 is set at a position approximately ⅓ above the lower end portion 4C.

前記した係留索5は、竪柱体4の下端面部4Cに繋がれる第1係留索5A,5A,5Aと、竪柱体4の上下略中央位置に繋がれる第2係留索5B,5Bと、から構成されている。これらの第1係留索5Aおよび第2係留索5Bは例えば錬鉄製鎖で構成されている。但し、錬鉄製鎖の替わりに、ワイヤーロープなどを用いても構わない。ホーサーロープを用いる場合は、エンジニアリングプラスチック製繊維を多く含んで耐久性が高いものを選定するとよい。尚、竪柱体4は起立して海水SW中に浮いている状態で係留索5A,5Bに係留されている。
そして、第1係留索5Aおよび第2係留索5Bの下端には、それぞれ海底Bに錨止される錨体6,6,・・・が取り付けられている。これらの錨体6,6,・・・により、水深が100m以上といった深い場所であっても、投錨という簡単な操作だけで係留索5A,5Bの下端を海底Bに固定して竪柱体4を係留することができる。このような簡単な操作でよいので、装置設置工事の手間と費用は特許文献1,2の従来技術と比べてかなり少なくて済む。因みに、水深が100m以上になると、海底Bへの係止用杭の杭打ち工事は現実的に難しくなる。
The mooring rope 5 is composed of a first mooring rope 5A, 5A, 5A connected to the lower end surface portion 4C of the vertical column body 4, and a second mooring rope 5B, 5B connected to the vertical column body 4 at a substantially central position in the vertical direction. The first mooring rope 5A and the second mooring rope 5B are composed of, for example, a wrought iron chain. However, a wire rope or the like may be used instead of the wrought iron chain. When using a hawser rope, it is preferable to select one that contains a large amount of engineering plastic fibers and is highly durable. The vertical column body 4 is moored to the mooring ropes 5A, 5B while standing and floating in the seawater SW.
Anchor bodies 6, 6, ... are attached to the lower ends of the first mooring rope 5A and the second mooring rope 5B, respectively, to be anchored to the seabed B. These anchor bodies 6, 6, ... allow the lower ends of the mooring ropes 5A, 5B to be fixed to the seabed B and the vertical column body 4 to be moored by simply dropping anchor, even in deep places where the water is 100 m or more deep. Since such a simple operation is sufficient, the labor and cost of the device installation work is significantly less than those of the conventional techniques of Patent Documents 1 and 2. Incidentally, when the water depth is 100 m or more, it becomes practically difficult to drive the anchoring piles into the seabed B.

続いて、上記のように構成された洋上風力発電装置1の作用を説明する。まず、図5に示すように、或る潮位のときの海水SW中に竪柱体4が起立状態で浮いており、竪柱体4の上端部4Bは海面SLから上に出ている。竪柱体4の上部は浮体3の上下貫通孔3Aに挿通されており、浮体3は竪柱体4に対し上下移動自由に海面SLに浮いている。そうして、日本国における干満による潮位の上下幅は6m~8mとされるが、潮位が高くなると、実線で示す海面SLが、例えば2点鎖線で示す海面SLuの位置まで上がる(矢印U1方向)。すると、浮体3も上下貫通孔3A内の竪柱体4に案内されながら、潮位の上昇に随伴して2点鎖線で示す浮体3の位置まで上昇するのである(矢印U2方向)。因みに、3番目の従来技術で示したような浮体3と竪柱体4とが一体構成になっているものであれば、海面がSLuの位置まで上昇したときに、浮体3および風力発電機2の架台部8が水没して風力発電機2の運転動作に支障を来たすことになる。しかしながら、本実施形態の洋上風力発電装置1はそのような不具合をもたらさない。その後、引き潮により海面がSLuから下がると、浮体3も海面に浮いたまま竪柱体4に案内されながら下がっていくのである。 Next, the operation of the offshore wind power generation device 1 configured as described above will be explained. First, as shown in FIG. 5, the columnar body 4 is floating in an upright state in seawater SW at a certain tide level, and the upper end portion 4B of the columnar body 4 is protruding above the sea surface SL. The upper part of the columnar body 4 is inserted into the vertical through hole 3A of the floating body 3, and the floating body 3 floats on the sea surface SL while freely moving up and down with respect to the columnar body 4. The vertical width of the tide level due to ebb and flow in Japan is said to be 6m to 8m, but when the tide level rises, the sea level SL shown by the solid line rises to the position of the sea level SLu shown by the two-dot chain line, for example (in the direction of arrow U1). ). Then, the floating body 3 also rises to the position indicated by the two-dot chain line as the tide level rises while being guided by the vertical column 4 in the upper and lower through holes 3A (in the direction of arrow U2). Incidentally, if the floating body 3 and the vertical column body 4 are integrated as shown in the third prior art, when the sea level rises to the position SLu, the floating body 3 and the wind power generator 2 The pedestal section 8 of the wind power generator 2 will be submerged in water, causing problems in the operation of the wind power generator 2. However, the offshore wind power generation device 1 of this embodiment does not cause such a problem. Thereafter, when the sea level lowers from SLu due to the ebb tide, the floating body 3 also lowers while being guided by the columnar body 4 while floating on the sea surface.

そして、この洋上風力発電装置1は、図6に示すように、風、波、潮の流れなどの力(矢印D方向)を受けて、竪柱体4が矢印Eのように押されて傾いたときも、浮体3は浮いたまま竪柱体4の上端部4Bに向かって移動し、海面SLに浮いた状態を保たれて水没しない。そのうちに風や潮の流れが止まると、竪柱体4が垂直姿勢(図6中の実線)に戻り、浮体3は浮いたまま竪柱体4の上部から下降して元の位置に戻るのである。 As shown in FIG. 6, this offshore wind power generation device 1 receives forces such as wind, waves, and tides (in the direction of arrow D), and the vertical column body 4 is pushed in the direction of arrow E and tilted. Even when the floating body 3 is floating, it moves toward the upper end 4B of the columnar body 4, and is kept floating on the sea surface SL and does not submerge. Eventually, when the wind and tide stop, the vertical column 4 returns to the vertical position (solid line in Figure 6), and the floating body 3 descends from the top of the vertical column 4 while floating and returns to its original position. be.

上記したように、この実施形態の洋上風力発電装置1によれば、風、波、潮位などの影響があっても、浮体3の上下浮動により風力発電機2を水没させることことがなく、安定して風力発電を行なうことができる。この場合、竪柱体4は上下寸法Hが長いので、浅瀬のみならず陸地から遠く離れた深い場所にも設置可能である。すなわち、陸地から遠くはなれているので、漁業の邪魔や魚などへの悪影響を引き起こすこともない。また、この洋上風力発電装置1では、浮体3および竪柱体4がいずれも平面視円形状に形成されているので、風や潮の当りを滑らかに受け流して竪柱体4の傾きを小さくする。すなわち、特許文献2のような平面視方形状の台船を用いる場合と比べると極めて有利である。 As described above, according to the offshore wind power generation device 1 of this embodiment, even if there are influences such as wind, waves, and tide levels, the wind power generator 2 is not submerged due to the vertical floating of the float 3, and wind power generation can be performed stably. In this case, since the vertical dimension H of the vertical column body 4 is long, it can be installed not only in shallow waters but also in deep places far from land. In other words, since it is far from land, it does not interfere with fishing or cause adverse effects on fish, etc. In addition, in this offshore wind power generation device 1, since both the float body 3 and the vertical column body 4 are formed in a circular shape in a plan view, it smoothly deflects the impact of wind and tides and reduces the inclination of the vertical column body 4. In other words, it is extremely advantageous compared to the case of using a barge with a square shape in a plan view as in Patent Document 2.

特に、この洋上風力発電装置1は、竪柱体4の上下寸法Hが150mであるので、水深が200mほどの大陸棚であっても洋上風力発電装置1を配置することができる。日本国の周囲には広大な大陸棚があるので、大陸棚に多数の洋上風力発電装置1を配備すれば、膨大で強い風力を電力として有効に活用することができる。一般に、陸地から離れるほど風力は大きくなる。その結果、この洋上風力発電装置1は、発電能力が4MW~12MWの風力発電機2を搭載し得る。また、竪柱体4の下端部4Cが第1係留索5Aに繋がれ、竪柱体4の上下途中位置が第2係留索5Bに繋がれているので、竪柱体4は起立して浮いた状態のままその高さ位置で係留されることとなり、風、波、潮位などの力を受けたときも竪柱体4の傾きは小さく抑えられる。 In particular, in this offshore wind power generation device 1, since the vertical dimension H of the vertical column 4 is 150 m, the offshore wind power generation device 1 can be placed even on a continental shelf where the water depth is about 200 m. Since Japan has a vast continental shelf around it, by deploying a large number of offshore wind power generation devices 1 on the continental shelf, vast amounts of strong wind power can be effectively utilized as electricity. Generally, the farther you are from land, the stronger the wind force will be. As a result, this offshore wind power generation device 1 can be equipped with a wind power generator 2 having a power generation capacity of 4 MW to 12 MW. In addition, the lower end 4C of the columnar body 4 is connected to the first mooring rope 5A, and the vertical midway point of the columnar body 4 is connected to the second mooring rope 5B, so that the columnar body 4 stands up and floats. The vertical column body 4 is moored at that height position, and the inclination of the vertical column body 4 is kept small even when subjected to forces such as wind, waves, and tide level.

尚、上記の実施形態では、風力発電機として、水平軸心回りに回転するプロペラで発電を行なう水平軸型風力発電機を用いた例を示したが、本発明はそれに限定されるものでない。その水平軸型風力発電機に替えて、例えば垂直軸心回りに回転するブレードで発電を行なう垂直軸型風力発電機を用いることも可能である。この垂直軸型風力発電機としては、揚力式風力発電機、抵抗式風力発電機、あるいは揚力式構造と抵抗式構造を併せ持つハイブリッド式風力発電機を用いることができる。 In the above embodiment, an example was shown in which a horizontal axis type wind power generator that generates power with a propeller rotating around a horizontal axis is used as the wind power generator, but the present invention is not limited thereto. Instead of the horizontal axis wind power generator, it is also possible to use, for example, a vertical axis wind power generator that generates power with blades rotating around a vertical axis. As this vertical axis wind power generator, a lift type wind power generator, a resistance type wind power generator, or a hybrid type wind power generator having both a lift type structure and a resistance type structure can be used.

そして、本発明は、上記した実施の形態に限定されるものではない。すなわち、本発明の分野における通常の知識を有する者であれば想到し得る、各種変形、修正を含む、本発明の要旨を逸脱しない範囲の設計変更があっても、本発明に含まれることは言うまでもない。 The present invention is not limited to the above-described embodiment. In other words, it goes without saying that the present invention includes design changes that do not deviate from the gist of the present invention, including various modifications and amendments that would be conceivable to a person with ordinary knowledge in the field of the present invention.

1 洋上風力発電装置
2 風力発電機
3 浮体
3A 上下貫通孔
4 竪柱体
4B 上端面部
4C 下端面部
5 係留索
5A 第1係留索
5B 第2係留索
6 錨体
22 浮き用空間
23 浮き部
24 錘部
B 海底
H 上下寸法
SL 海面
SW 海水
1 Offshore wind power generation device 2 Wind power generator 3 Floating body 3A Upper and lower through holes 4 Vertical column body 4B Upper end surface portion 4C Lower end surface portion 5 Mooring cable 5A First mooring cable 5B Second mooring cable 6 Anchor body 22 Floating space 23 Floating part 24 Weight Part B Seabed H Vertical dimension SL Sea surface SW Seawater

Claims (4)

風力発電機を搭載して洋上に浮く浮体と、浮き部および錘部を有していて海中に起立姿勢で浮く円筒部材からなる竪柱体と、上端が前記竪柱体に繋がれるとともに下端が海底に係留される係留索と、を備えて成り、
前記浮体に上下貫通孔が形成され、前記上下貫通孔に前記竪柱体が上下移動自在に挿通されており、
前記風力発電機は、柱部と、柱部の上端に支持されていて発電モータおよび増速器を内蔵したナセルと、ナセルの前面に配置されていて前記増速器の回転軸に取り付けられたハブと、前記ハブの外周部に取り付けられたプロペラから構成されており、
前記浮体は、その上端に設けられて竪柱体の自由端からなる上端を上下動可能に収容する架台部を有し、風力発電機の柱部が、前記架台部の上に立設されていることを特徴とする洋上風力発電装置。
A floating body equipped with a wind power generator and floating on the ocean; a vertical column body consisting of a cylindrical member having a floating part and a weight part and floating in an upright position in the sea; an upper end connected to the vertical column body and a lower end connected to the vertical column body; A mooring cable moored to the seabed;
A vertical through hole is formed in the floating body, and the columnar body is inserted into the vertical through hole so as to be vertically movable,
The wind power generator includes a column, a nacelle supported by the upper end of the column and containing a generator motor and a speed increaser, and a nacelle disposed in front of the nacelle and attached to a rotating shaft of the speed increaser. It consists of a hub and a propeller attached to the outer periphery of the hub,
The floating body has a pedestal part that is provided at the upper end thereof and accommodates the upper end , which is a free end of the vertical column body, in a vertically movable manner, and the pillar part of the wind power generator is erected on the pedestal part. An offshore wind power generation device characterized by:
前記係留索が、前記竪柱体の下端部に繋がれる第1係留索と、前記竪柱体の上下途中位置
に繋がれる第2係留索と、から構成されていることを特徴とする請求項1に記載の洋上風
力発電装置。
Claim characterized in that the mooring cable is composed of a first mooring cable connected to the lower end of the columnar body, and a second mooring cable connected to an intermediate position in the vertical direction of the vertical columnar body. 1. The offshore wind power generation device according to 1.
海底に錨止される錨体が前記係留索の下端に取り付けられていることを特徴とする請求項
1または請求項2に記載の洋上風力発電装置。
3. The offshore wind power generation device according to claim 1, wherein an anchor body anchored to the seabed is attached to a lower end of the mooring cable.
前記竪柱体の上下寸法が、100m以上200m以下であることを特徴とする請求項1か
ら請求項3までのいずれか一項に記載の洋上風力発電装置。
The offshore wind power generation device according to any one of claims 1 to 3, characterized in that the vertical dimension of the vertical column body is 100 m or more and 200 m or less.
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JP2002188557A (en) 2000-12-18 2002-07-05 Mitsui Eng & Shipbuild Co Ltd Floating wind power generator and method of installing the same
JP2004036517A (en) 2002-07-04 2004-02-05 Kinden Corp Above-water wind power generator
JP2011519761A (en) 2007-12-21 2011-07-14 テクニップ フランス Spar with detachable hull structure
JP2012045981A (en) 2010-08-24 2012-03-08 Ihi Marine United Inc Floating body structure
JP2014004989A (en) 2012-06-25 2014-01-16 Osamu Nagatoshi Power generation base and large independent float type generator
JP2014218186A (en) 2013-05-09 2014-11-20 清水建設株式会社 Floating body structure for wind power generation on ocean

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002188557A (en) 2000-12-18 2002-07-05 Mitsui Eng & Shipbuild Co Ltd Floating wind power generator and method of installing the same
JP2004036517A (en) 2002-07-04 2004-02-05 Kinden Corp Above-water wind power generator
JP2011519761A (en) 2007-12-21 2011-07-14 テクニップ フランス Spar with detachable hull structure
JP2012045981A (en) 2010-08-24 2012-03-08 Ihi Marine United Inc Floating body structure
JP2014004989A (en) 2012-06-25 2014-01-16 Osamu Nagatoshi Power generation base and large independent float type generator
JP2014218186A (en) 2013-05-09 2014-11-20 清水建設株式会社 Floating body structure for wind power generation on ocean

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