JP5190329B2 - Support floating body for tension mooring floating body, and towing method and installation method of tension mooring floating body using the same - Google Patents

Support floating body for tension mooring floating body, and towing method and installation method of tension mooring floating body using the same Download PDF

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JP5190329B2
JP5190329B2 JP2008289204A JP2008289204A JP5190329B2 JP 5190329 B2 JP5190329 B2 JP 5190329B2 JP 2008289204 A JP2008289204 A JP 2008289204A JP 2008289204 A JP2008289204 A JP 2008289204A JP 5190329 B2 JP5190329 B2 JP 5190329B2
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floating body
mooring
tension
tension mooring
support
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JP2010115978A (en
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進 山下
宏始 鈴木
正夫 金綱
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Mitsui Engineering and Shipbuilding Co Ltd
Shimizu Corp
Mitsui E&S Holdings Co Ltd
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Mitsui Engineering and Shipbuilding Co Ltd
Shimizu Corp
Mitsui E&S Holdings Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/107Semi-submersibles; Small waterline area multiple hull vessels and the like, e.g. SWATH
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B1/125Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising more than two hulls
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • B63B21/502Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers by means of tension legs
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B5/00Hulls characterised by their construction of non-metallic material
    • B63B5/14Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
    • B63B5/18Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced built-up from elements
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D13/00Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F03D13/25Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B2001/128Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising underwater connectors between the hulls
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4433Floating structures carrying electric power plants
    • B63B2035/446Floating structures carrying electric power plants for converting wind energy into electric energy
    • 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
    • F05B2240/93Mounting on supporting structures or systems on a structure floating on a liquid surface
    • 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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  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ocean & Marine Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • General Engineering & Computer Science (AREA)
  • Wind Motors (AREA)

Description

本発明は、風力発電装置等の台座として使用される緊張係留浮体の曳航時及び設置時において曳航作業又は設置作業を支援できる緊張係留浮体のための支援用浮体、及び、これを用いた緊張係留浮体の曳航方法と設置方法に関する。   The present invention relates to a support floating body for a tension mooring floating body that can support towing work or installation work at the time of towing and installation of a tension mooring floating body used as a pedestal of a wind power generator and the like, and a tension mooring using the same The present invention relates to a floating body towing method and installation method.

風力発電に関して、海岸の大陸棚の比較的水深の大きい水域に、緊張係留浮体(TLP:テンション・レグ・プラットホーム)を設けて、この緊張係留浮体に風力発電装置等の機器を搭載する提案がなされ始めている。例えば、図10に示すように、この風力発電装置の台座11を搭載する浮体12は、この浮体12に取り付けられた1本又は複数本(図10では4本)のテンドンと呼ばれる緊張係留索13で海底や湖底や川底等の水底2に設けられたアンカー等の固定用沈底部材14に係留されている。   Regarding wind power generation, a proposal has been made to install a tension mooring floating body (TLP: tension leg platform) in a relatively deep water area on the coastal continental shelf, and to mount a device such as a wind power generator on the tension mooring floating body. I'm starting. For example, as shown in FIG. 10, the floating body 12 on which the pedestal 11 of this wind power generator is mounted has one or more (four in FIG. 10) tension mooring lines 13 called tendons attached to the floating body 12. And anchored to a fixing subsidence member 14 such as an anchor provided on the bottom 2 of the seabed, lake, river, or the like.

風力発電装置に限らず、一般的に、図10に示すような緊張係留浮体1Xの設置は、浮体12のバラストタンクにバラスト水を注入したり、バラストを積んだりして、浮体12の喫水を設置状態の時よりも深くして沈めた状態で、予め設定水域に設置された固定用沈底部材14の上に移動する。移動後、緊張係留索13の上端を浮体12の上側係留部15cに結合し、緊張係留索13の下端を固定用沈底部材14の下側係留部14cに結合する。   In general, the tension mooring floating body 1X as shown in FIG. 10 is not limited to the wind power generator, but the ballast water is injected into the ballast tank of the floating body 12 or the ballast is loaded, so that the draft of the floating body 12 is drawn. In a state where it is deepened and submerged than in the installation state, it moves onto the fixed bottom member 14 installed in the preset water area in advance. After the movement, the upper end of the tension mooring line 13 is coupled to the upper mooring part 15 c of the floating body 12, and the lower end of the tension mooring line 13 is coupled to the lower mooring part 14 c of the fixing bottom member 14.

結合後、上部構造物11を搭載している浮体12の傾斜に注意しながら、バラスト水を排出したり、バラストを取り除いたりして、浮体12の浮力を予め設定された浮力とする。更に、緊張係留索13の長さを変更して上部構造物11の傾斜と各々の緊張係留索13の張力T1〜T4の大きさを調整する。この設置では、緊張係留浮体1Xが波浪中においても上下動揺や横傾斜や縦傾斜をしないように、また、水平方向に移動可能な範囲も許容範囲に入るように、緊張係留索13に予め設定した初期張力T1〜T4を付与して係留する(例えば、特許文献1、2参照)。   After the coupling, the buoyancy of the floating body 12 is set to a preset buoyancy by discharging the ballast water or removing the ballast while paying attention to the inclination of the floating body 12 on which the upper structure 11 is mounted. Furthermore, the length of the tension mooring lines 13 is changed to adjust the inclination of the upper structure 11 and the magnitudes of the tensions T1 to T4 of the tension mooring lines 13. In this installation, the tension mooring line 13 is set in advance so that the tension mooring floating body 1X does not shake up and down, laterally tilt, and vertically tilt in the waves, and the movable range within the horizontal direction falls within the allowable range. The applied initial tensions T1 to T4 are applied and moored (see, for example, Patent Documents 1 and 2).

また、上部構造物の搭載に広い面積を必要としない、風力発電装置を搭載するような場合には、図11に示すような、水面を貫通する柱状体(センターコラム)12aと、この柱状体12aの下部に接続する水没浮力体(ポンツーン)12bとを有する浮体12に、複数本の緊張係留索13の上端側を固定し、この緊張係留索13の下端側を水底2に設置された固定用沈底部材14の下側係留部14cに連結して、緊張係留索13に張力を作用させて緊張係留浮体1Yを位置保持することが提案されている(例えば、特許文献3、4参照)。   Further, in the case of mounting a wind power generator that does not require a large area for mounting the superstructure, a columnar body (center column) 12a penetrating the water surface as shown in FIG. An upper end side of a plurality of tension mooring lines 13 is fixed to a floating body 12 having a submerged buoyancy body (pontoon) 12b connected to the lower part of 12a, and a lower end side of the tension mooring lines 13 is fixed to the bottom 2 It has been proposed that the tension mooring cable 13 is connected to the lower anchoring portion 14c of the bottom sinking member 14 and tension is applied to the tension mooring cable 13 to hold the tension mooring floating body 1Y in position (see, for example, Patent Documents 3 and 4). .

水面を貫通する柱状体12aと、この柱状体12aに接続する水没浮力体12bとを有する浮体12で構成される「ミニ・テンション・レグ・プラットホーム(ミニTLP)」と呼ばれる緊張係留浮体1Yでは、緊張係留索13は水深Dの水没浮力体12bの上側係留部15cに係留されている。この緊張係留浮体1Yは、設置後は、水面を貫通する部分は柱状体12aのみとなるので、潮位変動や波による水面の上下による緊張係留索13の張力への影響が少なくなる。   In a tension mooring floating body 1Y called a “mini tension leg platform (mini TLP)” composed of a floating body 12 having a columnar body 12a penetrating the water surface and a submerged buoyant body 12b connected to the columnar body 12a, The tension mooring line 13 is moored to the upper mooring part 15c of the submerged buoyancy body 12b at the water depth D. Since the tension mooring floating body 1Y has only the columnar body 12a penetrating the water surface after installation, the influence on the tension of the tension mooring line 13 due to fluctuations in the tide level and up and down of the water surface due to waves is reduced.

しかしながら、緊張係留浮体1Yの曳航時や設置時等の緊張係留索13が取り付けられていない状態では、水面を貫通する部分が柱状体12aしかないため静的復原力が著しく小さく、緊張係留浮体の安定性能が非常に悪いという問題がある。そのため、曳航時及び設置時には緊張係留浮体1Yの姿勢を保持するために、クレーンの使用が不可欠となる。   However, when the tension mooring floating body 1Y is not towed or installed when the tension mooring floating body 1Y is installed, the static restoring force is remarkably small because only the columnar body 12a penetrates the water surface. There is a problem that the stability performance is very bad. Therefore, the use of a crane is indispensable for maintaining the posture of the tension mooring floating body 1Y during towing and installation.

この場合に、風力発電装置を搭載するような「ミニTLP」でも、発電容量が大きなものでは重量で千トンを越えるものもあるので、使用するクレーンは、大型洋上クレーンとならざるを得ない。この大型洋上クレーンは、市場での保有隻数が少ない上に、曳航時から設置完了時まで必要になるため、大型洋上クレーンの使用期間が長くなる。そのため、曳航及び設置工事の日程調整が難しい上に、コストが嵩むという問題がある。   In this case, even a “mini-TLP” equipped with a wind power generator has a large power generation capacity and can exceed 1000 tons in weight, so the crane to be used must be a large offshore crane. This large offshore crane has a small number of ships in the market and is necessary from the time of towing until the completion of installation, so that the period of use of the large offshore crane becomes long. Therefore, it is difficult to adjust the schedule of towing and installation work, and there is a problem that costs increase.

また、従来技術の「ミニTLP」では、緊張係留索13の上側係留部15cが水中にあるため、緊張係留索13の取り付け作業や張力調整作業及び保守点検作業等が水中での作業となる。そのため、作業性が悪く作業時間が長くなるので、これらの作業におけるコストが嵩む。また、設置後に下側係留部が地震等より不等沈下した場合に、この不等沈下に対して緊張係留索13の長さを調整する必要が生じるが、この場合にも上側係留部15cが没水しているので、水中での作業が必要になるという問題がある。
特開平1−145292号公報 特開平4−197887号公報 実開昭64−2692号公報 特開2005−69025号公報
In the “mini TLP” of the prior art, since the upper mooring portion 15c of the tension mooring line 13 is in the water, the work for attaching the tension mooring line 13, the tension adjustment work, the maintenance check work, and the like are work in the water. For this reason, the workability is poor and the work time is long, so the cost for these work increases. In addition, when the lower mooring part sinks unequally due to an earthquake or the like after installation, it is necessary to adjust the length of the tension mooring line 13 with respect to this unequal subsidence. Since it is submerged, there is a problem that it is necessary to work underwater.
Japanese Patent Laid-Open No. 1-145292 Japanese Patent Laid-Open No. 4-197887 Japanese Utility Model Publication No. 64-2692 JP 2005-69025 A

そのため、図1に示すような、水面3を貫通する柱状体12aと水没浮力体12bとを有する浮体12と水底2に設置された固定用沈底部材14上の下側係留部14cとを複数本の緊張係留索13で連結して、緊張係留索13に張力を作用させて位置保持する緊張係留浮体1において、水面貫通浮力部分を有する係留用柱状体12cを水没浮力体12bに接続して設けると共に、緊張係留索13の上端側を係留用柱状体12cの水面より上方に設けた上側係留部15cに固定する緊張係留浮体1が考えられている。   Therefore, as shown in FIG. 1, a plurality of floating bodies 12 having columnar bodies 12 a penetrating the water surface 3 and submerged buoyancy bodies 12 b and a plurality of lower mooring portions 14 c on the fixing subsidence member 14 installed on the bottom 2 are provided. In a tension mooring floating body 1 that is connected by a tension mooring line 13 and holds the position by applying tension to the tension mooring line 13, a mooring columnar body 12c having a water surface penetrating buoyancy portion is connected to a submerged buoyancy body 12b. The tension mooring floating body 1 which fixes and fixes the upper end side of the tension mooring line 13 to the upper mooring part 15c provided above the water surface of the mooring columnar body 12c is considered.

この緊張係留浮体1では、曳航時と設置時における緊張係留浮体1の静的復原力を増大して安定性を確保して、これにより必要となる大型洋上クレーンの能力や使用頻度を減少でき、また、水域の気象・海象状態によっては不要にすることができる。その上、設置時及び設置後において、緊張係留索13の取り付け作業及び長さ調整作業を水面3より上方で行うことができる。   This tension mooring floating body 1 can increase the static restoring force of the tension mooring floating body 1 during towing and installation to ensure stability, thereby reducing the capacity and frequency of use of large offshore cranes required. Moreover, it can be made unnecessary depending on the weather and sea conditions in the water area. In addition, the installation work and the length adjustment work of the tension mooring line 13 can be performed above the water surface 3 during and after installation.

しかしながら、この図1に示す緊張係留浮体1においても、重心が比較的高い位置にあるため、傾斜に対する復原力が十分では無く、特に、緊張係留浮体1の建造後に、バラスト水を積んでいない浮上状態から、緊張係留による設置のために半没水状態に移行する場合に、そのままでは、緊張係留浮体1が自立状態を維持できない状態になる恐れがあるので、洋上大型クレーン船等の支援を完全に不要とするには不安が残るという問題がある。   However, even in the tension mooring floating body 1 shown in FIG. 1, since the center of gravity is at a relatively high position, the restoring force against the inclination is not sufficient, and in particular, after the construction of the tension mooring floating body 1, the floating that is not loaded with ballast water When shifting from a state to a semi-submersible state for installation by tension mooring, there is a risk that the tension mooring floating body 1 will not be able to maintain a self-supporting state as it is. However, there is a problem that anxiety remains to make it unnecessary.

特に、緊張係留浮体が半没水型浮体構造をしている場合には、浮上状態から半没水状態に移行する際の喫水を深める途中段階の状態で転倒し易い不安定な状態になり易いので、この途中段階における緊張係留浮体の姿勢を安定化させることが重要となる。   In particular, when the tension mooring floating body has a semi-submersible floating structure, it is likely to be in an unstable state in which it is easy to fall over in the middle of deepening the draft when transitioning from the floating state to the semi-submersible state Therefore, it is important to stabilize the posture of the tension mooring floating body in this intermediate stage.

本発明は、上記の状況を鑑みてなされたものであり、その目的は、曳航時又は設置作業時の少なくとも一方で一時的に配置される支援用浮体により、緊張係留浮体の曳航及び設置作業を十分に支援できる緊張係留浮体のための支援用浮体、及び、これを用いた緊張係留浮体の曳航方法と設置方法を提供することにある。   The present invention has been made in view of the above situation, and its purpose is to tow and install a tension mooring floating body by means of a supporting floating body temporarily arranged at least during towing or installation work. An object of the present invention is to provide a support floating body for a tension mooring floating body that can be sufficiently supported, and a towing method and an installation method for the tension mooring floating body using the floating body.

上記の目的を達成するための緊張係留浮体のための支援用浮体は、水面を貫通する中心柱状体と、この中心柱状体の周囲に配置され、かつ、緊張係留索の上端側端部が固定される係留用柱状体と、前記中心柱状体と前記係留用柱状体とを連結する連結部材を有する緊張係留浮体の曳航作業又は設置作業を支援するために、曳航時又は設置作業時の少なくとも一方で前記緊張係留浮体に沿って配置される支援用浮体であって、該支援用浮体が前記緊張係留浮体に固定されることなく、前記係留用柱状体との間で相対的に上下移動が可能な状態で、前記係留用柱状体に沿わせて配置されるように構成する。 The support floating body for the tension mooring floating body for achieving the above object is arranged around the central columnar body penetrating the water surface, and the upper end side end of the tension mooring line is fixed. At least one of the towing operation and the installation operation to support the towing operation or the installation operation of the tension mooring floating body having a connecting column for connecting the central columnar body and the anchoring columnar body. The support floating body is arranged along the tension mooring floating body, and the support floating body is relatively fixed to the tension mooring floating body and can be relatively moved up and down with respect to the mooring columnar body. In such a state, it is configured to be arranged along the mooring columnar body.

この支援用浮体は、係留用柱状体(通常、コーナーコラムと呼ばれる)との相対的に上下移動が可能な状態、即ち、スライド可能な状態で係留用柱状体に沿わせて配置されるので、係留用柱状体の浮力に対しては、つまり、上下方向の動きに対しては影響を与えないが、係留用柱状体の傾斜を抑制し、係留用柱状体と共に傾斜する。そのため、支援用浮体により係留用柱状体の傾斜を抑制でき、復原力を確保できて緊張係留浮体の姿勢を安定化できる。言い換えれば、この支援用浮体を配置することにより、緊張係留浮体のヒール(横傾斜)、トリム(縦傾斜)を抑制することができる。   This support floating body is arranged along the mooring columnar body in a state in which it can move up and down relatively with the mooring columnar body (usually called a corner column), that is, in a slidable state. Although it does not affect the buoyancy of the mooring columnar body, that is, the vertical movement, the mooring columnar body is restrained from tilting and tilted together with the mooring columnar body. Therefore, the inclination of the anchoring columnar body can be suppressed by the support floating body, the restoring force can be secured, and the posture of the tension mooring floating body can be stabilized. In other words, by arranging this support floating body, it is possible to suppress the heel (lateral inclination) and trim (vertical inclination) of the tension mooring floating body.

特に、緊張係留浮体が半没水型浮体構造で形成される場合には、水没浮力体部分での浮上状態から設置時の半没水状態に移行する際の喫水を深める途中段階で転倒し易い不安定な状態となるが、この支援用浮体により、緊張係留浮体の水面に対する傾斜に関する復原力を著しく高めることができるので、この喫水増加の際の各段階における緊張係留浮体の姿勢を安定化させることができ、転倒を防止できる。   In particular, when the tension mooring floating body is formed with a semi-submersible floating structure, it is easy to fall down in the middle of deepening the draft when shifting from the floating state in the submerged buoyant body part to the semi-submerged state at the time of installation. Although it becomes unstable, this supporting floating body can remarkably increase the restoring force related to the inclination of the tension mooring floating body with respect to the water surface, so that the posture of the tension mooring floating body at each stage when this draft is increased is stabilized. Can be prevented.

その結果、緊張係留浮体の曳航作業及び設置作業において、緊張係留浮体の姿勢を安定化でき、転倒を防止できるので、緊張係留浮体の曳航及び設置作業を十分に支援できて、大型洋上クレーンによる支援を不要とすることができる。   As a result, the tension mooring floating body can be stabilized and the towing can be prevented in the towing work and installation work of the tension mooring floating body. Can be made unnecessary.

その上、この支援用浮体は曳航時と設置時以外では緊張係留浮体から取り外すので、緊張係留浮体を多数設置する場合には、この支援用浮体を繰り返し使用できる。その結果、緊張係留浮体の1基あたりの曳航及び設置の費用を低減することができる。   In addition, since the support floating body is removed from the tension mooring floating body except during towing and installation, the support floating body can be repeatedly used when many tension mooring floating bodies are installed. As a result, the cost of towing and installation per unit of the tension mooring floating body can be reduced.

なお、この支援用浮体は、水面に浮上するように構成し、係留用柱状体の水面貫通部分の上下近傍に亘って設けると、支援用浮体が水面上部分を有することになって、配置作業や傾斜の抑制制御が容易となるので好ましい。また、相対的に上下移動可能とする構成は、例えば、支援用浮体側に係留用柱状体の案内ガイドに当接する回転体(例えば、弾性体ローラー)を上下に複数箇所設けることによって容易に構成できる。この回転体は、浮体の製作誤差やたわみ等に対応できるように、バネ等を用いて水平方向に微小移動が可能で、隙間の変化にも適合できるように構成することが好ましい。   This support floating body is constructed so as to float on the water surface, and if it is provided over the vicinity of the top and bottom of the water surface penetrating portion of the mooring columnar body, the support floating body has a portion on the water surface. Further, it is preferable because the suppression control of the inclination is easy. In addition, the structure that can move relatively up and down is easily configured, for example, by providing a plurality of rotating bodies (for example, elastic rollers) that abut on the guide guides of the anchoring columnar body on the support floating body side. it can. The rotating body is preferably configured so that it can be moved in the horizontal direction using a spring or the like and can be adapted to changes in the gap so as to cope with manufacturing errors or deflection of the floating body.

上記の緊張係留浮体のための支援用浮体において、前記緊張係留浮体を緊張係留するための緊張係留索の巻取りシステム、前記緊張係留浮体に沿って配置された状態で該支援用浮体を仮係留するための仮係留システム、該支援用浮体自身のバラスト調整用システム、前記緊張係留浮体用の電源システム、該支援用浮体用の電源システムの少なくとも一つ、又は、いくかの組み合わせで構成される作業支援システムを備えて構成する。   The support floating body for the tension mooring floating body, wherein the tension mooring rope winding system for tension mooring the tension mooring floating body, and the support floating body temporarily moored in a state of being arranged along the tension mooring floating body A temporary mooring system, a system for adjusting the ballast of the support floating body itself, a power supply system for the tension mooring floating body, a power supply system for the support floating body, or some combination thereof It is configured with a work support system.

緊張係留浮体側で、曳航時のみ、または、設置作業時のみに使用する付帯設備の一部又は全部を、支援用浮体側に設けるので、緊張係留浮体の曳航及び設置作業を十分に支援できる。これにより、緊張係留浮体側の付帯設備の一部又は全部を省略することができ、緊張係留浮体の装置全体としてのコストを低減することができる。   On the tension mooring floating body side, some or all of the incidental facilities used only during towing or only during installation work are provided on the support floating body side, so that the towing and installation work of the tension mooring floating body can be sufficiently supported. Thereby, a part or all of the incidental facilities on the side of the tension mooring floating body can be omitted, and the cost of the entire apparatus of the tension mooring floating body can be reduced.

上記の緊張係留浮体のための支援用浮体において、該支援用浮体は、前記係留用柱状体が入り込む凹部を有して、各係留用柱状体のそれぞれに沿って配置される作業用浮体と、この作業用浮体を結合する結合部材を有して構成され、作業支援時には、各係留用柱状体に沿って配置された前記作業用浮体が前記結合部材で結合され一体化されて該支援用浮体を形成すると共に、作業支援の終了後には、前記結合部材が前記作業用浮体と分離され、前記作業用浮体が前記緊張係留浮体から分離されるように構成する。   In the support floating body for the tension mooring floating body, the support floating body has a concave portion into which the mooring columnar body enters, and the working floating body is arranged along each of the mooring columnar bodies, The supporting floating body is configured to include a coupling member that couples the working floating body, and at the time of work support, the working floating body disposed along each mooring columnar body is coupled and integrated by the coupling member. In addition, after the work support is completed, the coupling member is separated from the work floating body, and the work floating body is separated from the tension mooring floating body.

この構成によれば、作業用浮体が係留用柱状体が入り込む凹部を有しているので、作業用浮体が係留用柱状体に沿う部分が多くなり、作業用浮体が係留用柱状体から外れにくくなると共に、係留用柱状体の傾斜を抑制し易くなり、緊張係留浮体の復原力を補強できる。この凹部は係留用柱状体の外側又は内側等から、相対的に上下移動できるように、例えば、弾性体ローラー等の回転体等を介して互いに当接するように設けられる。   According to this configuration, since the working floating body has the concave portion into which the mooring columnar body enters, the working floating body has more portions along the mooring columnar body, and the working floating body is unlikely to be detached from the mooring columnar body. In addition, the inclination of the mooring columnar body can be easily suppressed, and the restoring force of the tension mooring floating body can be reinforced. The recesses are provided so as to come into contact with each other via, for example, a rotating body such as an elastic roller so as to be relatively vertically movable from the outside or inside of the mooring columnar body.

また、作業用浮体を取り外し可能な結合部材で結合して支援用浮体を一体に構成するので、緊張係留浮体への取り付けが容易となる。特に、凹部を係留用柱状体の外側から囲むようにすると、凹部を係留用柱状体の内側から囲むようにする場合よりも一体化作業の作業性がよくなる。一方、凹部を内側から囲むようにする場合は、凹部を外側から囲むようにする場合よりも、支援用浮体の水平面における占有面積を小さくすることができるので、狭い場所で一体化作業することができ、また、狭い航路を曳航することができるようになる。これにより、少ない作業量で支援用浮体を配置でき、緊張係留浮体の曳航及び設置作業を十分に支援できる。   Further, since the support floating body is integrally configured by connecting the work floating body with a detachable connecting member, the attachment to the tension mooring floating body is facilitated. In particular, when the concave portion is surrounded from the outside of the mooring columnar body, the workability of the integrated work is improved as compared with the case where the concave portion is surrounded from the inner side of the mooring columnar body. On the other hand, when the recess is surrounded from the inside, the occupied area in the horizontal plane of the support floating body can be made smaller than when the recess is surrounded from the outside. And tow on narrow routes. Thereby, the support floating body can be arranged with a small amount of work, and the towing and installation work of the tension mooring floating body can be sufficiently supported.

また、上記の目的を達成するための緊張係留浮体の曳航方法は、水面を貫通する中心柱状体と、この中心柱状体の周囲に配置され、かつ、緊張係留索の上端側端部が固定される係留用柱状体と、前記中心柱状体と前記係留用柱状体とを連結する連結部材を有する緊張係留浮体の曳航に際して、上記の緊張係留浮体のための支援用浮体を前記緊張係留浮体に沿わせて配置した状態で曳航する方法である。 In addition, the towing method of the tension mooring floating body for achieving the above-described object is a central columnar body penetrating the water surface, and the upper end side end of the tension mooring line is fixed around the central columnar body. When towing a tension mooring floating body having a connecting column that connects the mooring columnar body and the central columnar body and the mooring columnar body, a support floating body for the tension mooring floating body is attached to the tension mooring floating body. It is a method of towing in a state where they are arranged.

この曳航方法によれば、緊張係留浮体の曳航時に、支援用浮体を緊張係留浮体に沿わせて配置した状態で曳航するので、この支援用浮体により係留用柱状体の傾斜を抑制でき、復原力を確保できて緊張係留浮体の姿勢を安定化できる。その結果、緊張係留浮体の曳航時において、緊張係留浮体の姿勢を安定化でき、転倒を防止できるので、大型洋上クレーンによる支援を不要とすることができる。これにより、緊張係留浮体の曳航作業を十分に支援することができる。   According to this towing method, when the tension mooring floating body is towed, the support floating body is towed in a state of being arranged along the tension mooring floating body, so that the inclination of the mooring columnar body can be suppressed by the support floating body, and the restoring force Can be secured and the posture of the tension mooring floating body can be stabilized. As a result, when the tension mooring floating body is towed, the posture of the tension mooring floating body can be stabilized and the fall can be prevented, so that support by a large offshore crane can be made unnecessary. Thereby, the towing work of a tension mooring floating body can fully be supported.

また、上記の目的を達成するための緊張係留浮体の設置方法は、水面を貫通する中心柱状体と、この中心柱状体の周囲に配置され、かつ、緊張係留索の上端側端部が固定される係留用柱状体と、前記中心柱状体と前記係留用柱状体とを連結する連結部材を有する緊張係留浮体の設置において、上記の前記緊張係留浮体のための支援用浮体を用いる方法である。 In addition, the tension mooring floating body installation method for achieving the above-described object includes a central columnar body penetrating the water surface, and the upper end side end portion of the tension mooring line is fixed around the central columnar body. In the installation of the tension mooring floating body having the columnar body for mooring and the connecting member for connecting the central columnar body and the columnar body for mooring, the support floating body for the tension mooring floating body is used.

この設置方法によれば、緊張係留浮体の設置時に、支援用浮体を緊張係留浮体に沿わせて配置した状態で設置作業を行うので、この支援用浮体により係留用柱状体の傾斜を抑制しつつ、復原力を確保して緊張係留浮体の姿勢を安定化した状態で設置作業を行うことができる。その結果、緊張係留浮体の設置作業時において、緊張係留浮体の姿勢を安定化し、転倒を防止するための大型洋上クレーンによる支援を不要とすることができる。これにより、緊張係留浮体の設置作業を十分に支援することができる。また、支援用浮体を作業台としても使用できるので、係留用柱状体における作業用面積を小さくすることができる。   According to this installation method, when the tension mooring floating body is installed, the installation work is performed in a state where the support floating body is arranged along the tension mooring floating body, so that the inclination of the mooring columnar body is suppressed by the support floating body. The installation work can be performed in a state where the restoring force is secured and the posture of the tension mooring floating body is stabilized. As a result, during the installation work of the tension mooring floating body, it is possible to stabilize the posture of the tension mooring floating body and eliminate the need for support by a large offshore crane for preventing the fall. Thereby, the installation work of the tension mooring floating body can fully be supported. Further, since the support floating body can also be used as a work table, the work area of the mooring columnar body can be reduced.

上記の緊張係留浮体の設置方法において、前記支援用浮体を、前記緊張係留浮体を仮係留するための仮係留システムを備えて形成し、該仮係留システムで前記緊張係留浮体の設置に際して、前記緊張係留浮体の設置水域において、前記仮係留システムにより緊張係留索の下端が係留される固定用沈底部材を海底まで沈下させて、前記緊張係留浮体に沿って配置された前記支援用浮体を仮係留した後に、前記緊張係留索による係留を行い、この前記緊張係留索による係留をした後に、前記仮係留を解除する。   In the installation method of the tension mooring floating body, the support floating body is formed with a temporary mooring system for temporarily mooring the tension mooring floating body, and when the tension mooring floating body is installed in the temporary mooring system, In the water area where the mooring floating body is installed, the temporary mooring system sinks the fixed bottom member to which the lower end of the tension mooring line is moored to the sea floor, and temporarily supports the floating body for support arranged along the tension mooring floating body. Then, mooring is performed using the tension mooring line, and after mooring using the tension mooring line, the temporary mooring is released.

この方法によれば、支援用浮体の仮係留は支援用浮体による転倒防止効果の元で行うので、転倒の恐れがなく容易に仮係留することができ、更に、支援用浮体側に設けた仮係留システムにより、アンカー等の固定用沈底部材をその重量を支えながら降ろしていくため、緊張係留浮体側や作業船側に固定用沈底部材を水底に降下させるためのウィンチ等の設備が不要となる。   According to this method, the temporary mooring of the support floating body is performed under the effect of preventing the fall by the support floating body, so that the temporary floating can be easily moored without fear of falling, and further, the temporary floating provided on the support floating body side. Because the mooring system lowers the anchoring subsidence member such as an anchor while supporting its weight, there is no need for facilities such as a winch to lower the anchoring subsidence member to the bottom of the water on the tension mooring floating body side or work ship side. Become.

本発明の緊張係留浮体のための支援用浮体、及び、これを用いた緊張係留浮体の曳航方法と設置方法によれば、緊張係留浮体の曳航時や設置時において、曳航時又は設置作業時の少なくとも一方で一時的に配置される支援用浮体により、緊張係留浮体の曳航及び設置作業を十分に支援できる。   According to the support floating body for the tension mooring floating body of the present invention, and the towing method and installation method of the tension mooring floating body using the same, during towing or installation of the tension mooring floating body, during towing or installation work The support floating body temporarily disposed at least on one side can sufficiently support the towing and installation work of the tension mooring floating body.

特に、支援用浮体を、係留用柱状体との相対的に上下移動が可能な状態、即ち、上下方向に互いにスライド可能な状態で係留用柱状体に沿わせて配置することにより、緊張係留浮体の傾斜に対する復原力を発生できることができる。これにより、係留用柱状体の傾斜を抑制して姿勢を安定化でき、転覆の危険性を著しく減少できる。その結果、緊張係留浮体の曳航作業及び設置作業において、大型洋上クレーンによる支援を不要とすることができ、コスト削減を図ることができる。   In particular, the tension floating mooring body is arranged by being arranged along the mooring columnar body so that the supporting floating body can move up and down relatively with respect to the mooring columnar body, that is, in a state where it can slide in the vertical direction. It is possible to generate a restoring force against the inclination of the. Thereby, the inclination of the mooring columnar body can be suppressed to stabilize the posture, and the risk of rollover can be significantly reduced. As a result, in the towing work and installation work of the tension mooring floating body, the support by the large offshore crane can be eliminated, and the cost can be reduced.

以下、図面を参照して本発明に係る緊張係留浮体のための支援用浮体、及び、これを用いた緊張係留浮体の曳航方法と設置方法について説明する。ここでは、特に浮体が支持する上部構造物に風力発電装置を搭載した緊張係留浮体を例にして説明するが、本発明は風力発電装置に限定されず、上部構造物に、油井掘削装置、その他のプラントや計測装置等を搭載する緊張係留浮体にも適用することができる。   Hereinafter, a support floating body for a tension mooring floating body according to the present invention and a towing method and an installation method of a tension mooring floating body using the same will be described with reference to the drawings. Here, in particular, a tension mooring floating body in which a wind power generator is mounted on an upper structure supported by the floating body will be described as an example. However, the present invention is not limited to the wind power generator, and the upper structure includes an oil well drilling device, and the like. The present invention can also be applied to a tension mooring floating body equipped with a plant or a measuring device.

図3に示すように、本発明に係る実施の形態の緊張係留浮体のための支援用浮体20は、図1に示すような緊張係留浮体(ミニ・テンション・レグ・プラットホーム)1に、曳航作業又は設置作業を支援するために、曳航時又は設置作業時の少なくとも一方で、この緊張係留浮体1に沿って、緊張係留浮体1の係留用柱状体12cとの相対的に上下移動が可能な状態で係留用柱状体12cに沿わせて配置される。   As shown in FIG. 3, the support floating body 20 for the tension mooring floating body according to the embodiment of the present invention is towed to the tension mooring floating body (mini tension leg platform) 1 as shown in FIG. Alternatively, in order to support the installation work, at least one of the towing and the installation work can be moved up and down relative to the anchoring column 12c of the tension mooring floating body 1 along the tension mooring floating body 1 Is arranged along the columnar body 12c for mooring.

最初に、この支援用浮体20が用いられる緊張係留浮体1について説明する。この緊張係留浮体1は、図1及び図2に示すように、風力発電装置10を搭載した上部構造物11と、この上部構造物11を支持するための浮体12と、この浮体12を係留するための複数本(図1では2本ずつ3ヶ所で計6本)のテンドンと呼ばれる緊張係留索13と、この緊張係留索13を海底や湖底や河底などの水底2に固定するための固定用沈底部材14とを備えて構成される。   First, the tension mooring floating body 1 in which the support floating body 20 is used will be described. As shown in FIGS. 1 and 2, the tension mooring floating body 1 anchors the floating body 12, a floating body 12 for supporting the upper structural body 11, a superstructure 11 on which the wind power generator 10 is mounted. A number of tension mooring lines 13 called tendons, and a number for fixing the tension mooring lines 13 to the bottom 2 of the seabed, lake bottom, river bed, etc. And the bottomed member 14 for use.

この浮体12は、上部構造物11の重量を浮力で支持して、上部構造物11を水上の予め設定した高さに維持するものである。この浮体12は、上部構造物11を支持するための円柱や多角柱で形成される中心柱状体12aと、この中心柱状体12aの下部から放射状に水平方向に伸びる3本以上(図1では3本)の柱状体で形成される水没浮力体(連結部材)12bとからなる。この中心柱状体12aはセンターコラムと呼ばれ、水没浮力体12bはポンツーンと呼ばれる。この中心柱状体12aと水没浮力体12bは中空構造とし、鋼やプレストレストコンクリート(PC)等で浮力を生じるように構成される。また、図6に示すように、水没浮力体12bにはバラストタンク12baが設けられる。また、この水没浮力体12bを中空構造で形成する代わりに、その一部又は全部をトラス構造で形成する場合もある。 The floating body 12 supports the weight of the upper structure 11 with buoyancy and maintains the upper structure 11 at a preset height above the water. The floating body 12 includes a central columnar body 12a formed of a cylinder or a polygonal column for supporting the upper structure 11, and three or more (3 in FIG. 1) extending radially from the lower portion of the central columnar body 12a. And a submerged buoyant body (connecting member) 12b formed of a columnar body. The central columnar body 12a is called a center column, and the submerged buoyancy body 12b is called a pontoon. The central columnar body 12a and the submerged buoyancy body 12b have a hollow structure and are configured to generate buoyancy using steel, prestressed concrete (PC), or the like. In addition, as shown in FIG. 6, the submerged buoyancy body 12b is provided with a ballast tank 12ba. Further, instead of forming the submerged buoyancy body 12b with a hollow structure, a part or all of the submerged buoyancy body 12b may be formed with a truss structure.

図1に示すように、この水没浮力体12bの中心柱状体12aと反対の端部に、コーナーコラムと呼ばれる係留用柱状体12cを接続して配置する。この係留用柱状体12cは、水面貫通浮力部分を有して構成され、緊張係留浮体1の設置時において、その上方の一部が水面3の上に突出するように設けられる。 As shown in FIG. 1, a mooring columnar body 12c called a corner column is connected to the end opposite to the central columnar body 12a of the submerged buoyancy body 12b. The mooring columnar body 12c is configured to have a water surface penetrating buoyancy portion, and is provided so that a part of the upper portion protrudes above the water surface 3 when the tension mooring floating body 1 is installed.

この係留用柱状体12cは、図1及び図2に示すように、中空部12hを有する柱状浮力体で形成されると共に、緊張係留索13の上側部分を中空部12hに通して、緊張係留索13の上端部を係留用柱状体12cの水面より上方の部位に設けた上側係留部15cに取り付けて固定支持する。これは、緊張係留索13の長さ及びその緊張力を調整する作業を水中ではなく、空中で行えるようにするためである。これにより、設置工事や点検保守作業を容易とし、これらのコストを低減する。なお、係留用柱状体12cの水平断面形状としては、図2に示す円形の他、四角形等の多角形、及び角をアールで丸めた多角形等が考えられる。   As shown in FIGS. 1 and 2, the mooring columnar body 12c is formed of a columnar buoyant body having a hollow portion 12h, and the upper portion of the tension mooring cord 13 is passed through the hollow portion 12h, so that the tension mooring cord. The upper end portion of 13 is attached to and fixedly supported by an upper mooring portion 15c provided at a position above the water surface of the mooring columnar body 12c. This is for the purpose of adjusting the length of the tension mooring line 13 and its tension force in the air instead of in the water. This facilitates installation work and inspection and maintenance work, and reduces these costs. The horizontal cross-sectional shape of the mooring columnar body 12c may be a polygon such as a quadrangle, a polygon with rounded corners, etc. in addition to the circle shown in FIG.

つまり、この緊張係留浮体1は、水面を貫通する中心柱状体(センターコラム)12aと、この中心柱状体12aの周囲に配置される係留用柱状体(コーナーコラム)12cと、中心柱状体12aと係留用柱状体12cとを連結する連結部材である水没浮力体(ポンツーン)12bを有して構成される。 That is, the tension mooring floating body 1 includes a central columnar body (center column) 12a penetrating the water surface, a mooring columnar body (corner column) 12c disposed around the central columnar body 12a, and a central columnar body 12a. A submerged buoyancy body (pontoon) 12b, which is a connecting member for connecting the mooring columnar body 12c, is provided.

この構成によれば、係留用柱状体12cを、水面3を貫通して水面3より上方まで達するように設けることにより、新たにこの係留用柱状体12cの水面部分12dにより、静的復原力が発生する。この復原力に関しては、上側係留部15cが、平面視で中心柱状体12aから離間することにより、上部構造物11の傾斜に関するモーメントレバーが大きくなるので、浮体12と上部構造物11に作用する転倒モーメントによって生じる緊張係留索13の張力の変化量が少なくなる。 According to this structure, by providing the mooring columnar body 12c so as to pass through the water surface 3 and reach the upper side of the water surface 3, the static surface restoring force is newly increased by the water surface portion 12d of the mooring columnar body 12c. Occur. With respect to this restoring force, the upper mooring portion 15c is separated from the central columnar body 12a in a plan view, so that the moment lever relating to the inclination of the upper structure 11 is increased, so that the fall acting on the floating body 12 and the upper structure 11 The amount of change in tension of the tension mooring line 13 caused by the moment is reduced.

この離間距離が大きい程、モーメントレバーが大きくなるので、同じ水面面積で大きな復原力が得られる。しかしながら、離間距離を大きくするのには限度があるので、水没浮力体12bの端部に接続して、係留用柱状体12cを設ける。   The greater the distance, the larger the moment lever, so a greater restoring force can be obtained with the same water surface area. However, since there is a limit in increasing the separation distance, the mooring columnar body 12c is provided in connection with the end of the submerged buoyancy body 12b.

なお、風力発電装置10を搭載する場合には、曳航時や設置時においても、風力の作用点が水面から高くなるので転倒しやすく、傾斜による転倒の恐れが大きいので、この静的復原力の効果は重要となる。   When the wind power generator 10 is installed, the wind action point becomes higher from the water surface even during towing and installation, so it is easy to tip over, and there is a high risk of tipping over due to the inclination. The effect is important.

緊張係留浮体1を固定用沈底部材14に緊張係留するための緊張係留索(テンドン)13は、鋼製の鎖(チェーン)やケーブルおよびロープ等で形成され、その上端部を係留用柱状体12cの上側係留部15cに、その下端部は固定用沈底部材14の下側係留部14cに取り付けられる。係留時には、緊張係留索13の長さを調整して、この緊張係留索13に常時張力(テンション)が加わっている状態にして、浮体12の浮力に抗して、浮体12を水中に引き込むように構成する。   A tension mooring line (tendon) 13 for tension-tethering the tension mooring floating body 1 to the anchoring bottom member 14 is formed of a steel chain, a cable, a rope, or the like, and the upper end of the tension mooring line 13 is a columnar body for mooring. A lower end portion of the upper anchoring portion 15c of 12c is attached to the lower anchoring portion 14c of the anchoring bottom member 14. At the time of mooring, the length of the tension mooring line 13 is adjusted so that tension is always applied to the tension mooring line 13 so that the floating body 12 is pulled into the water against the buoyancy of the floating body 12. Configure.

固定用沈底部材14は、テンプレートとも呼ばれる、スチールやコンクリート等で形成される錘であり、水底2に沈められ自重により固定される重力式のアンカーとして使用される。なお、水底2の地盤に固定されるパイリング(杭)を固定用沈底部材として使用してもよい。この固定用沈底部材14は、下側係留部14cと緊張係留索13と上側係留部15cを介して浮体12を予め設定された位置に係留するためのものであり、緊張係留索13の下端部が下側係留部14cに固定される。   The fixing bottom member 14 is a weight made of steel or concrete, also called a template, and is used as a gravity anchor that is submerged in the water bottom 2 and fixed by its own weight. In addition, you may use the piling (pile) fixed to the ground of the water bottom 2 as a fixed bottom member. The anchoring bottom member 14 is for mooring the floating body 12 at a preset position via the lower mooring portion 14c, the tension mooring line 13 and the upper mooring portion 15c. The part is fixed to the lower mooring part 14c.

この緊張係留浮体1の大きさは、例えば、発電量が2MWを想定した場合で、かつ、大陸棚の水深100mから200m程度の所に設置される場合には、風車10aの回転直径が80m程度で、風車10aの回転軸10bは水面3の上が75m程度となり、浮体12の中心柱状体12aの直径は6m程度で高さは35m程度であり、係留用柱状体12cの直径は4m程度で、3つの固定用沈底部材14の中心を通る円の直径は60m程度である。 The size of the tension mooring floating body 1 is, for example, when the power generation amount is assumed to be 2 MW, and the windmill 10a has a rotating diameter of about 80 m when installed at a water depth of about 100 m to 200 m on the continental shelf. The rotating shaft 10b of the wind turbine 10a is about 75m above the water surface 3, the diameter of the central columnar body 12a of the floating body 12 is about 6m and the height is about 35m, and the diameter of the mooring columnar body 12c is about 4m. The diameter of a circle passing through the centers of the three fixing bottom members 14 is about 60 m.

次に、本発明に掛かる実施の形態の緊張係留浮体のための支援用浮体20について説明する。この支援用浮体20は、図3に示すように、緊張係留浮体1の係留用柱状体12cが入り込む凹部21aを有して形成されて各係留用柱状体12cのそれぞれに沿って配置される作業用浮体21と、この作業用浮体21を結合する結合部材22とを有して構成される。この凹部21aは、例えば、各係留用柱状体12cの水平断面が四角形に近い場合はそれを取り囲むコの字型の切り欠きで形成される。また、結合部材22は、例えば、図4に示すように、取り外し可能なパイプ構造(断面は円に限らない)で形成される。   Next, the support floating body 20 for the tension mooring floating body according to the embodiment of the present invention will be described. As shown in FIG. 3, the support floating body 20 is formed with a recess 21a into which the mooring columnar body 12c of the tension mooring floating body 1 enters, and is arranged along each of the mooring columnar bodies 12c. And a coupling member 22 for coupling the working floating body 21 to each other. For example, when the horizontal cross section of each mooring columnar body 12c is close to a quadrangle, the concave portion 21a is formed by a U-shaped notch surrounding it. Moreover, the coupling member 22 is formed with a detachable pipe structure (the cross section is not limited to a circle), for example, as shown in FIG.

作業支援時には、各係留用柱状体12cに沿って配置された作業用浮体21の接続用筒状体21bの接続フランジ21c(盲フランジ)と、結合部材22の接続フランジ22a(盲フランジ)とが結合されることで一体化されて支援用浮体20が形成される。また、作業支援の終了後には、接続フランジ21c、22a同士の結合が外されて結合部材22が作業用浮体21と分離されることにより、それぞれの作業用浮体21が緊張係留浮体12cから個々に分離される。   At the time of work support, the connection flange 21c (blind flange) of the connection cylindrical body 21b of the work floating body 21 disposed along each mooring columnar body 12c and the connection flange 22a (blind flange) of the coupling member 22 are provided. The support floating body 20 is formed by being integrated. Further, after the work support is completed, the connection flanges 21c and 22a are disconnected from each other and the connecting member 22 is separated from the work floating body 21, whereby each work floating body 21 is individually separated from the tension mooring floating body 12c. To be separated.

この構成により、係留用柱状体12cが入り込む凹部21aを作業用浮体21が有しているので、作業用浮体21が係留用柱状体12cに沿う部分が多くなり(図3では3面)、作業用浮体21が係留用柱状体12cから外れ難くなる。これにより、結合部材22との接合作業を容易とする。それと共に、上下移動ができるように凹部21aが係留用柱状体12cに当接することにより、係留用柱状体12cの傾斜を作業用浮体21で抑制して、最終的には、支援用浮体20によって緊張係留浮体1の傾斜を抑制する。   With this configuration, since the work floating body 21 has the recess 21a into which the mooring columnar body 12c enters, the work floating body 21 increases along the mooring columnar body 12c (three sides in FIG. 3). It becomes difficult for the floating body 21 to be detached from the mooring columnar body 12c. This facilitates the joining operation with the coupling member 22. At the same time, the concave portion 21a abuts the mooring columnar body 12c so that it can move up and down. The inclination of the tension mooring floating body 1 is suppressed.

また、作業用浮体21を取り外し可能な結合部材22で結合して支援用浮体21を一体に構成することにより、緊張係留浮体1への取り付けが容易となる。これにより、少ない作業量で支援用浮体20を配置することができる。   In addition, the support floating body 21 is integrally formed by connecting the work floating body 21 with a detachable connecting member 22, thereby facilitating attachment to the tension mooring floating body 1. Thereby, the support floating body 20 can be arranged with a small work amount.

また、図3〜図9に示すように、凹部21aを係留用柱状体12cの外側から囲むようにすると、凹部21aを係留用柱状体12cの内側から囲むようにする場合よりも一体化作業の作業性がよくなる。一方、凹部21aを係留用柱状体12cの内側から囲むように形成する場合は、凹部21aを外側から囲むようにする場合よりも、支援用浮体20の水平面における占有面積を小さくすることができるので、狭い場所で一体化作業することができるようになる。また、狭い航路を曳航することができるようにもなる。   Also, as shown in FIGS. 3 to 9, when the recess 21a is surrounded from the outside of the mooring columnar body 12c, the integrated work is performed more than when the recess 21a is surrounded from the inner side of the mooring columnar body 12c. Workability is improved. On the other hand, when the recess 21a is formed so as to surround the mooring columnar body 12c from the inside, the area occupied by the support floating body 20 in the horizontal plane can be made smaller than when the recess 21a is surrounded from the outside. It will be possible to work in a narrow place. In addition, it becomes possible to tow a narrow channel.

また、この凹部21aは、係留用柱状体12cとの間で相対的に上下移動できるように、図5に示すような回転体21d等を介して、係留用柱状体12cのガイド部分等に当接させて配置される。この回転体21dは、上下に分けて数箇所に設けられる。この回転体21dとしては、例えば、回転可能に設けられた弾性体ローラー等を使用することができる。   Further, the concave portion 21a is brought into contact with a guide portion or the like of the mooring columnar body 12c via a rotating body 21d as shown in FIG. 5 so that the concave portion 21a can move relatively up and down relative to the mooring columnar body 12c. Arranged in contact. This rotating body 21d is divided into upper and lower parts and provided at several places. As this rotating body 21d, for example, an elastic roller provided rotatably can be used.

この支援用浮体20の作業用浮体21は、この傾斜を妨げる方向の復原力を有するように、水面3に浮かせるように構成し、係留用柱状体12cの水面貫通部分の上下近傍に亘って設ける。これにより、作業用浮体21は水面3の上に水面上の部分を有することになるので、係留用柱状体12cへの配置作業や結合部材22との結合作業が容易となる。   The working floating body 21 of the supporting floating body 20 is configured to float on the water surface 3 so as to have a restoring force in a direction to prevent the inclination, and is provided over the vicinity of the water surface penetrating portion of the mooring columnar body 12c. . As a result, the work floating body 21 has a portion on the water surface on the water surface 3, so that the work for placement on the mooring columnar body 12 c and the connection work with the coupling member 22 are facilitated.

この支援用浮体20は、係留用柱状体12cとの相対的に上下移動が可能な状態、即ち、スライド可能な状態で係留用柱状体12cに沿わせて配置されるので、係留用柱状体12cの浮力に対しては影響を与えないが、係留用柱状体12cの傾斜を抑制し、係留用柱状体12cと共に傾斜する。これにより、緊張係留浮体1の復原力が補強される。   Since the support floating body 20 is arranged along the mooring columnar body 12c in a state in which it can move up and down relatively with the mooring columnar body 12c, that is, in a slidable state, the mooring columnar body 12c. The buoyancy is not affected, but the inclination of the anchoring columnar body 12c is suppressed and the anchoring columnar body 12c is inclined. Thereby, the restoring force of the tension mooring floating body 1 is reinforced.

この支援用浮体20を緊張係留浮体1に固定させずに、係留用柱状体12cに沿ってスライドさせて、常に水面3付近に浮上させた状態とすることにより、支援用浮体20の分解及び取り外し作業が必要な部分を常に水面3近傍に維持することができる。そのため、緊張係留浮体1の設置後、即ち、緊張係留後における支援用浮体20の取り外しに際して、作業が困難となるような深い水深における取り外し用の水中作業を無くすことができる。   The support floating body 20 is not fixed to the tension mooring floating body 1 but is slid along the mooring columnar body 12c so as to be always floated near the water surface 3 so that the support floating body 20 is disassembled and removed. A portion requiring work can always be maintained near the water surface 3. Therefore, after installation of the tension mooring floating body 1, that is, when removing the support floating body 20 after the tension mooring, it is possible to eliminate underwater work for removal at a deep water depth that makes the work difficult.

これにより、係留用柱状体12cの傾斜を抑制でき、緊張係留浮体1の復原力を補強することができて緊張係留浮体1の姿勢を安定化できる。言い換えれば、この支援用浮体20を配置することにより、緊張係留浮体1のヒール(横傾斜)、トリム(縦傾斜)を抑制することができる。特に、緊張係留浮体1が図1〜図9に示すような半没水型浮体構造で形成される場合には、浮上状態から設置時の半没水状態に移行する際の喫水を深める途中段階で転倒し易い不安定な状態となるが、この支援用浮体20により、緊張係留浮体1の復原力を著しく補強することができるので、この喫水増加の際の各段階における緊張係留浮体1の姿勢を安定化させることができ、転倒を防止できる。その結果、緊張係留浮体1の曳航作業及び設置作業において、緊張係留浮体1の曳航及び設置作業を十分に支援できて、大型洋上クレーンによる支援を不要とすることができる。   Thereby, the inclination of the mooring columnar body 12c can be suppressed, the restoring force of the tension mooring floating body 1 can be reinforced, and the posture of the tension mooring floating body 1 can be stabilized. In other words, by arranging the support floating body 20, the heel (lateral inclination) and trim (vertical inclination) of the tension mooring floating body 1 can be suppressed. In particular, when the tension mooring floating body 1 is formed with a semi-submersible type floating body structure as shown in FIGS. 1 to 9, the intermediate stage of deepening the draft when shifting from the floating state to the semi-submersible state at the time of installation The support floating body 20 can reinforce the restoring force of the tension mooring floating body 1 significantly, so that the posture of the tension mooring floating body 1 at each stage when the draft is increased. Can be stabilized, and fall can be prevented. As a result, in the towing work and installation work of the tension mooring floating body 1, the towing and installation work of the tension mooring floating body 1 can be sufficiently supported, and the support by the large offshore crane can be made unnecessary.

更に、緊張係留浮体1のために、支援用浮体20に作業支援システムを備えて構成する。この作業支援システムは、緊張係留浮体1を緊張係留するための緊張係留索13の巻取りシステム、緊張係留浮体1に沿った状態で支援用浮体20を仮係留するための仮係留システム、支援用浮体20自身のバラスト調整用システム、緊張係留浮体用の電源システム、支援用浮体用の電源システムの少なくとも一つ、又は、いくかの組み合わせで構成される。   Further, for the tension mooring floating body 1, the support floating body 20 is provided with a work support system. This work support system includes a winding system of a tension mooring line 13 for tensioning the tension mooring floating body 1, a temporary mooring system for temporarily mooring the support floating body 20 along the tension mooring floating body 1, and a support It is configured by at least one of a ballast adjustment system for the floating body 20 itself, a power supply system for a tension mooring floating body, a power supply system for a support floating body, or some combination.

巻取りシステムは、図5に示すような、緊張係留索13を巻き取る巻取りドラム23aと緊張係留索13の向きを変更するプーリー23bを有して構成され、緊張係留索13を巻取りドラム23aに巻き取った状態で曳航し、設置水域では、この巻取りドラム23aからプーリー23b経由で緊張係留索13を繰り出して、上側係留部15cに緊張係留索13の上端を固定した後、バラスト水を排水して緊張係留する。この緊張係留後のプーリー23bの取り外し支援のために、支援用浮体20に小型クレーン(図示していない)等の吊り揚げ装置を搭載しておくと便利である。   As shown in FIG. 5, the winding system includes a winding drum 23a for winding the tension mooring line 13 and a pulley 23b for changing the direction of the tension mooring line 13, and the tension mooring line 13 is wound on the winding drum. Towed in a state of being wound around 23a, and in the installation water area, the tension mooring line 13 is unwound from the winding drum 23a via the pulley 23b, and the upper end of the tension mooring line 13 is fixed to the upper mooring part 15c. Drain and moor tension. In order to assist the removal of the pulley 23b after the tension mooring, it is convenient to mount a lifting device such as a small crane (not shown) on the support floating body 20.

また、仮係留システムは、図5に示すような、仮係留用のウィンチ24aと仮係留索24bとを備えて構成され、設置水域で、緊張係留浮体1を緊張係留する前に、仮係留する。この仮係留システムは、海底2に設置する固定用沈底部材14の重量を支えつつ、海底2へと吊りながら降ろして行くことができるように構成する。   Further, the temporary mooring system includes a temporary mooring winch 24a and a temporary mooring cable 24b as shown in FIG. 5, and temporarily moors the tension mooring floating body 1 before tension mooring in the installation water area. . This temporary mooring system is configured such that it can be lowered while being suspended to the seabed 2 while supporting the weight of the fixing bottom member 14 installed on the seabed 2.

また、バラスト調整用システムは、図6に示すような、バラストポンプ25aとバラストタンク25b、25cと、海水の取り入れ口であるシーチェスト25dとこれらを連結する配管及び制御弁等から構成される。支援用浮体20の喫水を深める必要があるときには、バラストポンプ25aにより、シーチェスト25dからバラスト水となる海水を導入してバラストタンク25b、25cに注入する。また、支援用浮体20の喫水を浅くする必要があるときには、バラストポンプ25aを用いてバラストタンク25b、25cからバラスト水を排出する。これらのバラストタンク25b、25cのバラスト量の調整により、支援用浮体20自身の沈下量と姿勢の制御を行う。   Further, the ballast adjusting system includes a ballast pump 25a, ballast tanks 25b and 25c, a sea chest 25d serving as a seawater intake port, piping and a control valve for connecting them, as shown in FIG. When it is necessary to deepen the draft of the support floating body 20, seawater as ballast water is introduced from the sea chest 25 d by the ballast pump 25 a and injected into the ballast tanks 25 b and 25 c. When the draft of the support floating body 20 needs to be shallow, the ballast water is discharged from the ballast tanks 25b and 25c using the ballast pump 25a. By adjusting the ballast amount of these ballast tanks 25b and 25c, the subsidence amount and posture of the support floating body 20 itself are controlled.

電源システムとしては、緊張係留浮体用と支援用浮体用とがあるが、特に別に設ける必要もなく共通としてよい。この電源システムは、例えば、図6に示すように、燃料タンク26a、発電用エンジン26b、発電装置26c、配電盤26d、制御装置、充電装置等を有して構成され、緊張係留浮体1への給電のための電源、又は、支援用浮体20自身の各装置への給電のための電源として使用する。   As the power supply system, there are a tension mooring floating body and a supporting floating body. For example, as shown in FIG. 6, the power supply system includes a fuel tank 26 a, a power generation engine 26 b, a power generation device 26 c, a switchboard 26 d, a control device, a charging device, and the like, and supplies power to the tension mooring floating body 1. Or a power supply for supplying power to each device of the support floating body 20 itself.

緊張係留浮体1のバラスト調整システムは、例えば、図6に示すように、係留用柱状体12cの下部に配置したバラストポンプ12caと水没浮力体12bに設けたバラストタンク12baとシーチェスト12cbと配管と制御弁等を有して構成される。緊張係留浮体1の喫水を深める必要があるときには、シーチェスト12cbからバラスト水となる海水を導入してバラストポンプ12caによりバラストタンク12baに注入する。また、緊張係留浮体1の喫水を浅くする必要があったり、緊張係留索13の張力を高めるために浮力より浮体全体重量を小さくする必要があったりするときには、バラストポンプ12caを用いてバラストタンク12baからバラスト水を排出する。この各水没浮力体12bのバラスト量を調整することにより緊張係留浮体1の姿勢の調整を行う。   For example, as shown in FIG. 6, the ballast adjustment system for the tension mooring floating body 1 includes a ballast pump 12ca, a ballast tank 12ba, a sea chest 12cb, and a pipe provided on the submerged buoyant body 12b. It has a control valve and the like. When it is necessary to deepen the draft of the tension mooring floating body 1, seawater as ballast water is introduced from the sea chest 12cb and injected into the ballast tank 12ba by the ballast pump 12ca. Further, when it is necessary to make the draft of the tension mooring body 1 shallow, or when it is necessary to make the entire weight of the floating body smaller than the buoyancy in order to increase the tension of the tension mooring line 13, the ballast tank 12ba is used by using the ballast pump 12ca. To discharge ballast water. The posture of the tension mooring floating body 1 is adjusted by adjusting the ballast amount of each submerged buoyancy body 12b.

この作業支援システムを支援用浮体20側に備えることにより、曳航作業時や設置作業時において十分に支援できるようになる。また、支援用浮体20のスペースを曳航時及び設置作業時の作業台として機能させることができる。これにより、従来技術では、電源供給等の支援を行っていた作業船を、移動のための曳航のみに限定して使用することができるようになるので、作業船側に作業支援システムが不要となり、使用できる作業船の選択範囲が広がることになる。   By providing this work support system on the support floating body 20 side, sufficient support can be provided during towing work and installation work. Moreover, the space of the support floating body 20 can be functioned as a work table at the time of towing and installation work. Thereby, in the prior art, the work ship that has been supporting power supply etc. can be used only for towing for movement, so a work support system is not required on the work ship side, This will expand the range of work vessels that can be used.

また、付帯設備の一部又は全部を支援用浮体20側に設けるので、緊張係留浮体1側の付帯設備の一部又は全部を省略して、緊張係留浮体1の装置全体としてのコストを低減することができる。更に、緊張係留浮体1を多数設置する場合には、この支援用浮体20を繰り返し使用して、緊張係留浮体の1基あたりの曳航及び設置費用を低減することができる。   Moreover, since some or all of the incidental facilities are provided on the support floating body 20 side, some or all of the incidental facilities on the tension mooring floating body 1 side are omitted, and the cost of the entire system of the tension mooring floating body 1 is reduced. be able to. Further, when a large number of tension mooring floating bodies 1 are installed, the support floating body 20 can be repeatedly used to reduce the towing and installation cost per unit of the tension mooring floating bodies.

次に、上記の構成の支援用浮体20を用いた緊張係留浮体1の曳航方法について説明する。この曳航では、図7に示すように、緊張係留浮体1の曳航に際して、支援用浮体20を緊張係留浮体1に沿わせて配置した状態で曳航する。   Next, the towing method of the tension mooring floating body 1 using the support floating body 20 having the above-described configuration will be described. In this towing, as shown in FIG. 7, when the tension mooring floating body 1 is towed, the support floating body 20 is towed in a state of being arranged along the tension mooring floating body 1.

それより以前のドック内の建造においては、固定用沈底部材14の上部に緊張係留浮体1を組み上げ、仮係留索24bと緊張係留索13の下端を取り付ける。支援用浮体20の配置は、ドック内で固定用沈底部材14の上部に必要に応じて架台等を介して緊張係留浮体1に対して、個々に分離した作業用浮体21をその凹部21aに係留用柱状体12cが入り込むように配置した後、作業用浮体21の接続用筒状体21bの接続フランジ21cと結合部材22の接続フランジ22aをボルト等によって結合して、結合部材22を作業用浮体21に接合する。その後、ドックに注水し、ドック出しを行う。   In the construction in the dock before that, the tension mooring floating body 1 is assembled on the upper part of the fixing bottom member 14, and the lower ends of the temporary mooring line 24b and the tension mooring line 13 are attached. The support floating body 20 is disposed in the recessed portion 21a by separating the work floating bodies 21 individually separated from the tension mooring floating body 1 via a pedestal or the like on the upper portion of the fixing bottoming member 14 in the dock. After the mooring columnar body 12c is arranged so as to enter, the connecting flange 21c of the connecting cylindrical body 21b of the working floating body 21 and the connecting flange 22a of the connecting member 22 are connected by a bolt or the like, and the connecting member 22 is used for work. Join the floating body 21. Then, water is poured into the dock and the dock is taken out.

図7は、緊張係留浮体1を建造ドック等から引き出し、曳航するときの状態であり、緊張係留浮体1のバラストタンク12baにバラスト水を積まない浮上させた状態で、支援用浮体20を緊張係留浮体1に沿わせて配置している。それと共に、支援用浮体20の下部に、緊張係留索13と仮係留索24bとで固定用沈底部材14を吊り下げている。この固定用沈底部材14にはバラスト水を半分程注入して緊張係留浮体1の水没浮力体12bが水面3にある状態としている。この状態では、中心柱状体12aと水没浮力体12bと係留用柱状体12cの下部部分が水面3を貫通し、傾斜に対する復原力を発生しているが、水面3からの緊張係留浮体1の重心の高さが大きく転倒し易いので、支援用浮体20により更に大きな復原力を発生し、転倒を防止する。この状態で設置水域まで曳船等の作業船により曳航する。 FIG. 7 shows a state when the tension mooring floating body 1 is pulled out from the building dock and towed, and the support floating body 20 is tensioned moored in a state where the ballast tank 12ba of the tension mooring floating body 1 is floated without loading ballast water. It is arranged along the floating body 1. At the same time, the fixed bottom member 14 is suspended by the tension mooring line 13 and the temporary mooring line 24 b below the support floating body 20. About half of the ballast water is injected into the fixed bottom member 14 so that the submerged buoyant body 12b of the tension mooring floating body 1 is on the water surface 3. In this state, the central columnar body 12a, the submerged buoyant body 12b, and the lower part of the mooring columnar body 12c penetrate the water surface 3 and generate a restoring force against the inclination, but the center of gravity of the tension mooring floating body 1 from the water surface 3 Therefore, the support floating body 20 generates a greater restoring force and prevents the fall. In this state, it will be towed to the installation water area by a working ship such as a tugboat.

この方法によれば、緊張係留浮体1の曳航時に、支援用浮体20を緊張係留浮体1に沿わせて配置した状態で曳航するので、この支援用浮体20により係留用柱状体12cの傾斜を抑制でき、復原力を確保できて緊張係留浮体1の姿勢を安定化できる。従って、曳航作業を十分に支援でき、大型洋上クレーンによる支援を不要とすることができる。   According to this method, when the tension mooring floating body 1 is towed, the support floating body 20 is towed in a state of being arranged along the tension mooring floating body 1, so that the inclination of the mooring columnar body 12 c is suppressed by the support floating body 20. It is possible to secure the restoring force and to stabilize the posture of the tension mooring floating body 1. Therefore, the towing work can be sufficiently supported, and the support by the large offshore crane can be eliminated.

次に、上記の構成の支援用浮体20を用いた緊張係留浮体1の設置方法について説明する。この設置作業では、図7の曳航状態から図8の半没水状態に沈めた後に、緊張係留を行って、図9の設置状態にする。   Next, the installation method of the tension mooring floating body 1 using the support floating body 20 having the above-described configuration will be described. In this installation work, after being submerged from the towing state of FIG. 7 to the semi-submersible state of FIG. 8, tension mooring is performed to obtain the installation state of FIG.

図8は、図7の状態から、固定用沈底部材14への更なるバラスト水の注入と、水没浮力体12bのバラストタンク12baへのバラスト水の注入とにより、緊張係留時の喫水まで沈下させたものであり、係留用柱状体12cの上部の一部が水面上に出ている状態である。   FIG. 8 shows a state where the ballast water is submerged from the state of FIG. 7 to the draft at the time of tension mooring by further injecting the ballast water into the fixing bottom member 14 and injecting the ballast water into the ballast tank 12ba of the submerged buoyancy body 12b. In this state, a part of the upper part of the mooring columnar body 12c is on the water surface.

この状態では、図7の状態よりも、水面3からの緊張係留浮体1の重心の高さは低くなってはいるが、水面3を貫通する部分は中心柱状体12aと係留用柱状体12cの上部部分と少なくなっており、傾斜に対する復原力も小さくなっている。この状態でも転倒し易いので、図7の浮上状態から図8の半没水状態まで支援用浮体20により大きな復原力を発生し、転倒を防止する。 In this state, the height of the center of gravity of the tension mooring floating body 1 from the water surface 3 is lower than that in the state of FIG. 7, but the portions penetrating the water surface 3 are the center columnar body 12a and the mooring columnar body 12c. The upper part is smaller and the restoring force against the inclination is also smaller. Even in this state, it is easy to fall, so that a large restoring force is generated by the support floating body 20 from the floating state of FIG. 7 to the semi-submerged state of FIG.

その後、水没浮力体12bのバラストタンク12baのバラスト水を排水し、浮力より浮体全体重量を軽くして、緊張係留索13に所定の張力を発生させる。所定の張力を発生させて、緊張係留浮体1が緊張係留されたら、支援用浮体20を緊張係留浮体1から分離する。   Thereafter, the ballast water in the ballast tank 12ba of the submerged buoyancy body 12b is drained, the entire weight of the floating body is reduced from the buoyancy, and a predetermined tension is generated on the tension mooring line 13. When a predetermined tension is generated and the tension mooring floating body 1 is tension moored, the support floating body 20 is separated from the tension mooring floating body 1.

この支援用浮体20の分離は、作業用浮体21と結合部材22との結合部ができるだけ水面上に出て分離作業が行い易い状態で行うことが好ましい。作業用浮体21と結合部材22を分離し、その後、作業用浮体21を作業船などにより移動させて、係留用柱状体12cから作業用浮体21を分離する。この緊張係留索13による緊張係留と、支援用浮体20の分離により、図9に示すような設置状態となる。   It is preferable that the separation of the support floating body 20 is performed in a state in which the connecting portion between the work floating body 21 and the coupling member 22 comes out on the water surface as much as possible and the separation work can be easily performed. The work float 21 and the coupling member 22 are separated, and then the work float 21 is moved by a work boat or the like to separate the work float 21 from the mooring columnar body 12c. Due to the tension mooring by the tension mooring line 13 and the separation of the support floating body 20, an installation state as shown in FIG. 9 is obtained.

この設置方法によれば、緊張係留浮体1の設置時に、支援用浮体20を緊張係留浮体1に沿わせて配置した状態で設置作業を行うので、この支援用浮体20により緊張係留浮体1の傾斜を抑制しつつ、復原力を確保して緊張係留浮体1の姿勢を安定化した状態で設置作業を行うことができる。従って、緊張係留浮体1の姿勢を安定化し、転倒を防止するための大型洋上クレーンによる支援を不要とすることができる。   According to this installation method, when the tension mooring floating body 1 is installed, the installation work is performed in a state where the support floating body 20 is arranged along the tension mooring floating body 1, so that the tension mooring floating body 1 is inclined by the support floating body 20. It is possible to perform the installation work in a state where the restoring force is secured and the posture of the tension mooring floating body 1 is stabilized while suppressing the above. Therefore, the posture of the tension mooring floating body 1 can be stabilized, and the support by the large offshore crane for preventing the fall can be made unnecessary.

更に、この設置方法によれば、支援用浮体20側に設けた仮係留システムにより、固定用沈底部材14をその重量を支えながら降ろしていくため、緊張係留浮体1側や作業船側に固定用沈底部材14を水底に降下させるためのウィンチ等の設備が不要となる。   Further, according to this installation method, the anchoring bottom member 14 is lowered while supporting the weight by the temporary mooring system provided on the support floating body 20 side, so that it is fixed to the tension mooring floating body 1 side or the work ship side. Equipment such as a winch for lowering the bottom sink member 14 to the bottom of the water becomes unnecessary.

従って、上記の緊張係留浮体1のための支援用浮体20及びこの支援用浮体20を用いた緊張係留浮体1の曳航方法と設置方法によれば、緊張係留浮体1を設置水域に曳航する曳航作業においては、復原力を増大させて緊張係留浮体1の姿勢をより安定化できるとともに、緊張係留浮体1の洋上設置においては、緊張係留を行う前の浮上状態から半没水状態に移行するときに、支援用浮体20により十分な復原力を付加して、緊張係留浮体1の転倒を防止したり、緊張係留浮体1の緊張係留索13を固定するための固定用沈底部材14の水底2への沈降作業や緊張係留索13の緊張力調整等の設置作業において、電源システムを稼動させて、仮係留用ウィンチ24a、姿勢調整用のバラストポンプ12ca、25aを作動させる等、作業台として機能させることができ、これらにより、緊張係留浮体1の曳航時や設置時において、曳航時又は設置作業時の少なくとも一方で一時的に配置される支援用浮体20により、緊張係留浮体1の曳航及び設置作業を支援することができる。   Therefore, according to the support floating body 20 for the tension mooring floating body 1 and the towing method and installation method of the tension mooring floating body 1 using the support floating body 20, the towing operation towing the tension mooring floating body 1 to the installation water area Can increase the restoring force to further stabilize the posture of the tension mooring floating body 1, and in the installation of the tension mooring floating body 1 on the ocean, when the transition from the floating state before the tension mooring to the semi-submersible state Applying sufficient restoring force to the support floating body 20 to prevent the tension mooring floating body 1 from overturning or fixing the tension mooring line 13 of the tension mooring floating body 1 to the water bottom 2 of the fixing bottom member 14 In the installation work such as the sinking work and the tension adjustment of the tension mooring line 13, the power system is operated to operate the temporary mooring winch 24a and the ballast pumps 12ca and 25a for posture adjustment. As a result, the tow of the tension mooring floating body 1 is towed by the support floating body 20 that is temporarily arranged at the time of towing or installation work at the time of towing or installation of the tension mooring floating body 1. And can support the installation work.

その上、この支援用浮体20は曳航時と設置時以外では緊張係留浮体1から取り外すので、緊張係留浮体1を多数設置する場合には、この支援用浮体20を繰り返し使用できる。その結果、緊張係留浮体1の1基あたりの曳航及び設置の費用を低減することができる。   In addition, since the support floating body 20 is removed from the tension mooring floating body 1 except during towing and installation, the support floating body 20 can be repeatedly used when many tension mooring floating bodies 1 are installed. As a result, the cost of towing and installation per unit of the tension mooring floating body 1 can be reduced.

本発明に係る実施の形態における緊張係留浮体の構成を示す図である。It is a figure which shows the structure of the tension mooring floating body in embodiment which concerns on this invention. 本発明に係る実施の形態における水面貫通浮力部分を有する係留用柱状体を示す図である。It is a figure which shows the columnar body for mooring which has a water surface penetration buoyancy part in embodiment which concerns on this invention. 本発明に係る実施の形態における支援用浮体の構成を示す平面図である。It is a top view which shows the structure of the support floating body in embodiment which concerns on this invention. 支援用浮体の結合部材を示す斜視図である。It is a perspective view which shows the coupling member of the support floating body. 支援用浮体の作業用浮体と係留用柱状体との配置関係を示す部分断面図である。It is a fragmentary sectional view which shows the arrangement | positioning relationship between the work floating body of a support floating body, and the columnar body for mooring. 支援用浮体の作業用浮体と係留用柱状体の設備を示す部分断面図である。It is a fragmentary sectional view which shows the installation of the work floating body and mooring columnar body of a support floating body. 支援用浮体を配置した緊張係留浮体の曳航状態を示す側面図である。It is a side view which shows the towing state of the tension mooring floating body which has arrange | positioned the floating body for assistance. 支援用浮体を配置した緊張係留浮体の半没水状態を示す側面図である。It is a side view which shows the semi-submerged state of the tension mooring floating body which has arrange | positioned the floating body for assistance. 緊張係留浮体の緊張係留状態と、支援用浮体の分離状態を示す側面図である。It is a side view which shows the tension moored state of the tension mooring floating body, and the separation state of the support floating body. 従来技術の緊張係留浮体の構成を示す図である。It is a figure which shows the structure of the tension mooring floating body of a prior art. 従来技術のミニTLPと呼ばれる緊張係留浮体の状態を示す図である。It is a figure which shows the state of the tension mooring floating body called mini TLP of a prior art.

符号の説明Explanation of symbols

1、1X、1Y 緊張係留浮体
2 水底
3 水面
10 風力発電装置
11 上部構造物
12 浮体
12a 中心柱状体(センターコラム)
12b 水没浮力体(ポンツーン:連結部材)
12ba バラストタンク
12c 係留用柱状体(コーナーコラム)
12ca バラストポンプ
12cb シーチェスト
13 緊張係留索(テンドン)
14 固定用沈底部材
14c 下側係留部
15c 上側係留部
20 支援用浮体
21 作業用浮体
21a 凹部
21b 接続用筒状体
22 結合部材
23a 巻取りドラム
23b プーリー
24a 仮係留用のウィンチ
24b 仮係留索
25a バラストポンプ
25b、25c バラストタンク
25d シーチェスト
26a 燃料タンク
26b 発電用エンジン
26c 発電装置
26d 配電盤
1, 1X, 1Y Tension mooring floating body 2 Water bottom 3 Water surface 10 Wind power generator 11 Upper structure 12 Floating body 12a Central columnar body (center column)
12b Submerged buoyant body (pontoon: connecting member)
12ba Ballast tank 12c Mooring pillar (corner column)
12ca ballast pump 12cb sea chest 13 tension mooring line (Tendon)
DESCRIPTION OF SYMBOLS 14 Fixed bottom member 14c Lower mooring part 15c Upper mooring part 20 Supporting floating body 21 Working floating body 21a Recessed part 21b Connection cylindrical body 22 Coupling member 23a Winding drum 23b Pulley 24a Temporary mooring winch 24b Temporary mooring cable 25a Ballast pump 25b, 25c Ballast tank 25d Sea chest 26a Fuel tank 26b Power generation engine 26c Power generation device 26d Switchboard

Claims (6)

水面を貫通する中心柱状体と、この中心柱状体の周囲に配置され、かつ、緊張係留索の上端側端部が固定される係留用柱状体と、前記中心柱状体と前記係留用柱状体とを連結する連結部材を有する緊張係留浮体の曳航作業又は設置作業を支援するために、曳航時又は設置作業時の少なくとも一方で前記緊張係留浮体に沿って配置される支援用浮体であって、該支援用浮体が前記緊張係留浮体に固定されることなく、前記係留用柱状体との間で相対的に上下移動が可能な状態で、前記係留用柱状体に沿わせて配置されることを特徴とする緊張係留浮体のための支援用浮体。 A central columnar body penetrating the water surface, a mooring columnar body arranged around the central columnar body and to which an upper end side end of the tension mooring line is fixed, the central columnar body and the mooring columnar body, in order to assist the towing or installation work tension mooring floating having a coupling member for coupling to a support for a floating body which is arranged along said tension mooring floating at least one of during towing or when the installation work, the The support floating body is arranged along the mooring columnar body in such a state that the support floating body can move up and down relatively with the mooring columnar body without being fixed to the tension mooring floating body. Supporting floating body for tension mooring floating body. 前記緊張係留浮体を緊張係留するための緊張係留索の巻取りシステム、前記緊張係留浮体に沿って配置された状態で該支援用浮体を仮係留するための仮係留システム、該支援用浮体自身のバラスト調整用システム、前記緊張係留浮体用の電源システム、該支援用浮体用の電源システムの少なくとも一つ、又は、いくかの組み合わせで構成される作業支援システムを備えていることを特徴とする請求項1に記載の緊張係留浮体のための支援用浮体。   Tension mooring line winding system for tension mooring floating body, temporary mooring system for temporarily mooring the support floating body in a state of being arranged along the tension mooring floating body, and the support floating body itself A work support system comprising at least one of a ballast adjustment system, a power supply system for the tension mooring floating body, a power supply system for the support floating body, or some combination thereof is provided. Item 4. A support floating body for a tension mooring floating body according to item 1. 該支援用浮体は、前記係留用柱状体が入り込む凹部を有して、各係留用柱状体のそれぞれに沿って配置される作業用浮体と、この作業用浮体を結合する結合部材を有して構成され、作業支援時には、各係留用柱状体に沿って配置された前記作業用浮体が前記結合部材で結合され一体化されて該支援用浮体を形成すると共に、作業支援の終了後には、前記結合部材が前記作業用浮体と分離され、前記作業用浮体が前記緊張係留浮体から分離されることを特徴とする請求項1又は2に記載の緊張係留浮体のための支援用浮体。   The support floating body has a concave portion into which the mooring columnar body enters, and has a working floating body arranged along each of the mooring columnar bodies, and a coupling member that couples the working floating body. When the work support is configured, the work floating bodies arranged along the mooring columnar bodies are joined and integrated by the coupling member to form the support floating body. The support floating body for the tension mooring floating body according to claim 1, wherein a coupling member is separated from the working floating body, and the working floating body is separated from the tension mooring floating body. 水面を貫通する中心柱状体と、この中心柱状体の周囲に配置され、かつ、緊張係留索の上端側端部が固定される係留用柱状体と、前記中心柱状体と前記係留用柱状体とを連結する連結部材を有する緊張係留浮体の曳航に際して、請求項1、2又は3に記載の前記緊張係留浮体のための支援用浮体を前記緊張係留浮体に沿わせて配置した状態で曳航することを特徴とする緊張係留浮体の曳航方法。 A central columnar body penetrating the water surface, a mooring columnar body arranged around the central columnar body and to which an upper end side end of the tension mooring line is fixed, the central columnar body and the mooring columnar body, When towing a tension mooring floating body having a connecting member for connecting the torsion tow, the support floating body for the tension mooring floating body according to claim 1, 2 or 3 is towed in a state of being arranged along the tension mooring floating body A towing method for a tension mooring float. 水面を貫通する中心柱状体と、この中心柱状体の周囲に配置され、かつ、緊張係留索の上端側端部が固定される係留用柱状体と、前記中心柱状体と前記係留用柱状体とを連結する連結部材を有する緊張係留浮体の設置において、請求項1、2又は3に記載の前記緊張係留浮体のための支援用浮体を用いることを特徴とする緊張係留浮体の設置方法。 A central columnar body penetrating the water surface, a mooring columnar body arranged around the central columnar body and to which an upper end side end of the tension mooring line is fixed, the central columnar body and the mooring columnar body, The installation method of the tension mooring floating body which uses the support floating body for the said tension mooring floating body of Claim 1, 2, or 3 in installation of the tension mooring floating body which has a connection member which connects. 前記支援用浮体を、前記緊張係留浮体を仮係留するための仮係留システムを備えて形成し、該仮係留システムで前記緊張係留浮体の設置に際して、前記緊張係留浮体の設置水域において、前記仮係留システムにより緊張係留索の下端が係留される固定用沈底部材を海底まで沈下させて、前記緊張係留浮体に沿って配置された前記支援用浮体を仮係留した後に、前記緊張係留索による係留を行い、この前記緊張係留索による係留をした後に、前記仮係留を解除することを特徴とする請求項5記載の緊張係留浮体の設置方法。   The support floating body is formed with a temporary mooring system for temporarily mooring the tension mooring floating body, and when the tension mooring floating body is installed by the temporary mooring system, the temporary mooring is installed in the installation water area of the tension mooring floating body. The fixed anchoring member to which the lower end of the tension mooring line is moored by the system is sunk to the seabed, and the support floating body arranged along the tension mooring floating body is temporarily moored, and then the mooring by the tension mooring line is performed. 6. The installation method of a tension mooring floating body according to claim 5, wherein the temporary mooring is released after performing the mooring by the tension mooring line.
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