JP2006103449A - Rocking reduction device for floating body structure - Google Patents

Rocking reduction device for floating body structure Download PDF

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JP2006103449A
JP2006103449A JP2004291091A JP2004291091A JP2006103449A JP 2006103449 A JP2006103449 A JP 2006103449A JP 2004291091 A JP2004291091 A JP 2004291091A JP 2004291091 A JP2004291091 A JP 2004291091A JP 2006103449 A JP2006103449 A JP 2006103449A
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fluctuation
floating
plate member
floating structure
floating body
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JP4798573B2 (en
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Kenichi Inoue
憲一 井上
Yoshinori Nagata
良典 永田
Koichi Shimizu
功一 清水
Tsuguharu Hirayama
次清 平山
Takehiko Takayama
武彦 高山
Yoshiaki Hirakawa
嘉昭 平川
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IHI Marine United Inc
Yokohama National University NUC
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IHI Marine United Inc
Yokohama National University NUC
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rocking reduction device for a floating body structure capable of suppressing rocking such as not only rolling and pitching but also vertical rocking against waves in a wide range, not requiring a large amount of reinforcement members and capable of easy relocation. <P>SOLUTION: A rocking reduction plate member 12 is hung down on the lower part of a floating body structure 11 through a connection member 13 within a slight distance from a sea bottom S or a predetermined distance for landing. Thereby, a mass corresponding to an additional mass such as the vertical rocking, rolling and pitching of the floating body structure 11 is largely increased and a natural period of each rocking can be set to a longer period side. An amplitude in rocking is reduced by increasing the viscous damping force of vertical rocking, rolling, pitching, front/rear rocking, left/right rocking and yawing. Further, the hung down rocking reduction plate member 12 is rolled up on the bottom of the floating body structure 11 and the structure can be moved with reduced resistance. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、浮体構造物の動揺低減装置に関し、浮桟橋などの浮体港湾施設、フローティングクレーンなどの海洋工事に用いられる作業船、沿岸域の各種用途に使用される作業用浮体などの浮体構造物の上下揺れ、横揺れ、縦揺れ、前後揺れ、左右揺れ、船首揺れを低減できるようにしたものである。   TECHNICAL FIELD The present invention relates to a floating structure sway reduction device, a floating port facility such as a floating pier, a work ship used for offshore construction such as a floating crane, and a floating structure such as a work floating body used for various uses in coastal areas. This is designed to reduce the vertical, horizontal, vertical, forward / backward, left / right, and bow motions.

従来から浮体構造物としては種々の形式のものが使用されており、例えば浮体港湾施設である浮桟橋では、乗客や作業者の乗り心地向上、荷揚げや積み込み時の作業性向上や効率化のため、また海洋工事に用いられる作業船などでは、工事稼働率の向上のため、波浪による動揺の低減が大きな課題となっている。   Conventionally, various types of floating structures have been used. For example, in floating piers, which are floating port facilities, to improve ride comfort for passengers and workers, and to improve work efficiency and efficiency during unloading and loading. Moreover, in the work boats used for offshore construction, reduction of the sway due to waves is a major issue in order to improve the construction operation rate.

このような浮体構造物の動揺低減については、従来から種々の提案がなされており、例えば特許文献1には、図11に示すように、浮体1の本体側面部に鉛直板2を底面から下方に突き出すように取り付けることで動揺を低減するものが開示されている。   Various proposals have been made for reducing the fluctuation of such a floating structure. For example, in Patent Document 1, as shown in FIG. The thing which reduces fluctuation by attaching so that it protrudes in is disclosed.

また、特許文献2には、図12に示すように、浮体1の本体側面部に鉛直板2と水平板3とを組み合わせて取り付けることで動揺を低減するものが開示されている。   Further, as shown in FIG. 12, Patent Document 2 discloses a technique that reduces shaking by attaching a combination of a vertical plate 2 and a horizontal plate 3 to a side surface of a body of a floating body 1.

さらに、特許文献3には、図13に示すように、浮体1の底面から棒状の連結部材4を介して水中板5を喫水線と平行に結合することで動揺を低減するものが開示されている。   Further, as shown in FIG. 13, Patent Document 3 discloses a technique for reducing fluctuations by coupling the underwater plate 5 in parallel with the draft line from the bottom surface of the floating body 1 through the rod-shaped connecting member 4. .

また、特許文献4には、図14に示すように、浮体1の前後にそれぞれ回動継手6を介して連結部材4および平板5を振り子状に振動するように取り付けることで動揺を低減するものが開示されている。   Further, in Patent Document 4, as shown in FIG. 14, vibration is reduced by attaching the connecting member 4 and the flat plate 5 so as to vibrate in a pendulum manner before and after the floating body 1 via the rotary joint 6. Is disclosed.

さらに、特許文献5には、図15に示すように、水中に階段状に配置した平板7で消波装置を構成し、この階段状の平板7の上面側に複数の浮体1を設ける一方、平板7の下面側に格子状に組み立てられたフレーム体8を設け、フレーム体8の下面に減揺板9を取り付けることで、メガフロートの動揺を低減するものが開示されている。
特開2002‐37184号公報 特開2004‐58691号公報 特開平8−324484号公報 特開2003‐212185号公報 特開2002‐250020号公報
Furthermore, in Patent Document 5, as shown in FIG. 15, a wave-dissipating device is configured by a flat plate 7 arranged in a step shape in water, and a plurality of floating bodies 1 are provided on the upper surface side of the step-like flat plate 7. A frame body 8 assembled in a lattice shape on the lower surface side of the flat plate 7 and an anti-vibration plate 9 attached to the lower surface of the frame body 8 to reduce the fluctuation of the mega float is disclosed.
JP 2002-37184 A Japanese Patent Laid-Open No. 2004-58691 JP-A-8-324484 Japanese Patent Laid-Open No. 2003-212185 Japanese Patent Laid-Open No. 2002-250020

ところが、特許文献1の構造では、鉛直板2による動揺低減効果が小さく、横揺れと縦揺れにしか効果がでないという問題があるとともに動揺低減効果を大きくするため浮体1下部への鉛直板2の突き出し量を大きくすると、水深が浅い場合には、海底と干渉して浮体1を設置することができないという問題も生じる。   However, in the structure of Patent Document 1, there is a problem that the vibration reduction effect by the vertical plate 2 is small, and there is a problem that it is effective only for rolling and pitching, and the vertical plate 2 to the lower part of the floating body 1 is increased in order to increase the vibration reduction effect. When the amount of protrusion is increased, when the water depth is shallow, there arises a problem that the floating body 1 cannot be installed due to interference with the seabed.

また、特許文献2の構造では、浮体1の側方に水平に突き出す水平板3が設けられるため、作業船に適用しようとすると、タグボートなどによる押し船作業ができなくなったり、浮桟橋に適用しようとすると、係船しようとする船体と干渉するという問題がある。さらに、このような鉛直板2と水平板3を組み合わせた場合には、動揺を低減できる波周期が限られ、広範囲の波周期に対応することができないという問題もある。   Further, in the structure of Patent Document 2, since a horizontal plate 3 protruding horizontally to the side of the floating body 1 is provided, if it is applied to a work ship, it cannot be pushed by a tugboat or applied to a floating bridge. Then, there is a problem of interference with the hull to be moored. Furthermore, when such a vertical plate 2 and a horizontal plate 3 are combined, there is a problem that the wave period that can reduce the fluctuation is limited and it is not possible to deal with a wide range of wave periods.

また、特許文献3〜5の構造では、いずれも水中板5や減揺板9を棒状の連結部材4や格子状のフレーム体8を介して浮体1や平板7の下部に取り付けるため、支持強度を確保するためには大幅な補強部材が必要となるという問題がある。さらに、浮体1を移動させる場合には、連結部材4やフレーム体8などが抵抗増加となり、通常の浮体1だけの場合に比べ大きな引き船が必要になるという問題がある。また、これら連結部材4やフレーム体8などの分だけ喫水が深くなり海底面と干渉し、浅海域には適用できず、例えば連結部材4などを伸縮可能とする場合には、そのための装置が大掛かりとなり、特に既存の浮体に適用しようとすると大規模な改修などが必要になるという問題がある。   Further, in the structures of Patent Documents 3 to 5, since the underwater plate 5 and the vibration reducing plate 9 are attached to the lower part of the floating body 1 and the flat plate 7 via the rod-like connecting member 4 and the lattice-like frame body 8, the supporting strength There is a problem that a large reinforcing member is required to ensure the above. Furthermore, when the floating body 1 is moved, there is a problem that the connecting member 4, the frame body 8, and the like increase in resistance, and a larger tug is required as compared with the case of the ordinary floating body 1 alone. Further, when the draft is deepened by the amount of the connecting member 4 and the frame body 8 and interferes with the bottom of the sea, and cannot be applied to a shallow sea area. There is a problem that large-scale refurbishment or the like is required especially when trying to apply to existing floating bodies.

この発明は、かかる従来技術の課題に鑑みてなされたもので、横揺れや縦揺れだけでなく、他の上下揺れなどを抑えることができ、広範囲の波浪に対して動揺を抑えることができるとともに、大量の補強部材を必要とせず、移動も容易に行うことができる浮体構造物の動揺低減装置を提供しようとするものである。   The present invention has been made in view of the problems of the prior art, and can suppress not only rolling and pitching but also other vertical shaking and the like, and can suppress shaking for a wide range of waves. An object of the present invention is to provide a fluctuation reducing device for a floating structure that does not require a large amount of reinforcing members and can be easily moved.

上記従来技術が有する課題を解決するため鋭意検討を重ねた結果、浮体構造物に板部材を海底部からわずかな空間を開けて吊り下げることで、浮体構造物の上下揺れ、横揺れ、縦揺れ等の付加質量に相当するものを飛躍的に増大できること、それぞれの動揺の固有周期を長周期側に設定することができること、浮体構造物の上下揺れ、横揺れ、縦揺れ、前後揺れ、左右揺れ、船首揺れの粘性減衰力を増大させて動揺した場合の振幅を小さくできること、を見出し、この発明を完成させたものである。   As a result of intensive studies to solve the above-mentioned problems of the conventional technology, the floating structure can be swayed vertically, horizontally, and vertically by hanging the plate member from the seabed with a slight space. Can be increased dramatically, the natural period of each oscillation can be set to the long period side, up and down, roll, pitch, forward and backward, left and right of the floating structure The present inventors have found that the amplitude when swinging by increasing the viscous damping force of bow swing can be reduced, and the present invention has been completed.

すなわち、このような見地に基づく、この発明の請求項1記載の浮体構造物の動揺低減装置は、浮体構造物の下部に連結部材を介して動揺低減板部材を海底部から所定距離以内に吊り下げてなることを特徴とするものである。   That is, according to the first aspect of the present invention, the fluctuation reducing device for a floating structure according to the first aspect of the present invention suspends the fluctuation reducing plate member within a predetermined distance from the seabed via a connecting member at the lower part of the floating structure. It is characterized by being lowered.

この浮体構造物の動揺低減装置によれば、浮体構造物の下部に連結部材を介して動揺低減板部材を海底部から僅かな距離ないし着底させる所定距離以内に吊り下げることで、浮体構造物の上下揺れ、横揺れ、縦揺れ等の付加質量に相当するものを飛躍的に増大でき、それぞれの動揺の固有周期を長周期側に設定することができるとともに、浮体構造物の上下揺れ、横揺れ、縦揺れ、前後揺れ、左右揺れ、船首揺れの粘性減衰力を増大させて動揺した場合の振幅を小さくできるようになる。また、吊り下げた動揺低減板部材を浮体構造物の底部に巻き上げるようにして抵抗を少なくして移動できるようになる。   According to the fluctuation reducing device for a floating structure, the floating structure is suspended from the bottom of the floating structure within a predetermined distance from the seabed to a slight distance or by suspending the fluctuation reducing plate member via a connecting member. Can be dramatically increased, and the natural period of each oscillation can be set to the long period side. By increasing the viscous damping force of shaking, longitudinal shaking, forward / backward shaking, left / right shaking, and bow shaking, it becomes possible to reduce the amplitude when shaking. In addition, the suspended fluctuation reducing plate member can be moved around the bottom of the floating structure with less resistance.

さらに、この発明の浮体構造物の動揺低減装置は、上記構成に加え、前記連結部材を、チェーン、ワイヤー、ロープなどの線状部材で構成してこの線状部材により前記動揺低減板部材の位置を調整可能とする巻取り・繰出し手段を設けるようにしたり、前記動揺低減板部材を、前記浮体構造物の水線面積と同一ないしそれ以下の大きさとして1ないし複数に分割して構成したり、動揺低減板部材を、海底部から当該動揺低減板部材の一短辺の総和の1/4以内の距離にして吊り下げるようにしても良い。   Furthermore, the fluctuation reducing device for a floating structure according to the present invention is configured such that, in addition to the above-described configuration, the connecting member is a linear member such as a chain, a wire, or a rope, and the position of the fluctuation reducing plate member by the linear member is Winding / feeding means that can be adjusted, or the sway reduction plate member is divided into one or a plurality having a size equal to or less than the water line area of the floating structure, The sway reduction plate member may be suspended from the seabed at a distance within 1/4 of the sum of the short sides of the sway reduction plate member.

また、この発明の浮体構造物の動揺低減装置は、上記各構成に加え、前記動揺低減板部材を、海底部に着底させて吊り下げるようにしたり、前記動揺低減板部材に、海底部に貫入する貫入部材を設けるようにしたり、前記動揺低減板部材を、前記浮体構造物の移動時に当該浮体構造物の下面に密着可能に構成しても良い。   In addition to the above-described configurations, the fluctuation reducing device for a floating structure according to the present invention may be configured such that the fluctuation reducing plate member is suspended from the bottom of the sea, or is suspended from the fluctuation reducing plate member at the sea bottom. A penetrating member that penetrates may be provided, or the fluctuation reducing plate member may be configured to be in close contact with the lower surface of the floating structure when the floating structure is moved.

さらに、この発明の浮体構造物の動揺低減装置は、上記各構成に加え、前記動揺低減板部材に、海底部との距離を検出する距離検出手段を設け、この検出信号に基づき当該動揺低減板部材の吊り下げ位置を設定するようにしたり、 前記距離検出手段の検出信号に基づき前記巻上げ・繰出し手段を制御して吊り下げ位置を自動調整する制御手段を設けたり、前記動揺低減板部材を、複数の浮体構造物に連結部材を介してまたがるように吊り下げるようにすることもできる。   Furthermore, the fluctuation reducing device for a floating structure according to the present invention is provided with distance detecting means for detecting a distance from the seabed in the fluctuation reducing plate member, in addition to the above-described components, and the fluctuation reducing plate based on the detection signal. The suspension position of the member is set, the control means for automatically adjusting the suspension position by controlling the winding / feeding means based on the detection signal of the distance detection means, or the fluctuation reducing plate member, It can also be made to suspend so that it may straddle a some floating body structure via a connection member.

この発明の請求項1記載の浮体構造物の動揺低減装置によれば、浮体構造物の下部に連結部材を介して動揺低減板部材を海底部から僅かな距離ないし着底させる所定距離以内に吊り下げるようにしたので、浮体構造物の上下揺れ、横揺れ、縦揺れ等の付加質量に相当するものを飛躍的に増大することができ、それぞれの動揺の固有周期を長周期側に設定することができるとともに、浮体構造物の上下揺れ、横揺れ、縦揺れ、前後揺れ、左右揺れ、船首揺れの粘性減衰力を増大させて動揺した場合の振幅を小さくすることができる。また、吊り下げた動揺低減板部材を浮体構造物の底部に巻き上げるようにして抵抗を少なくして移動することができる。   According to the fluctuation reducing device for a floating structure according to claim 1 of the present invention, the fluctuation reducing plate member is suspended from the bottom of the floating structure within a predetermined distance from the seabed via a connecting member. Since it has been lowered, it is possible to dramatically increase the additional mass of floating structures such as vertical, horizontal, and vertical vibrations, and set the natural period of each oscillation to the long period side. In addition, it is possible to reduce the amplitude when the floating structure is shaken by increasing the viscous damping force of vertical, horizontal, vertical, forward / backward, left / right, and bow swings. Further, the suspended vibration reduction plate member can be moved around the bottom of the floating structure with less resistance.

さらに、この発明の請求項2記載の浮体構造物の動揺低減装置によれば、前記連結部材を、チェーン、ワイヤー、ロープなどの線状部材とその巻取り・繰出し手段で構成することで、動揺低減板部材の海底部からの位置を調整することが容易にできるとともに、補強部材などを必要とせずに浮体構造物と連結することができる。また、請求項3記載の発明では、前記動揺低減板部材を、前記浮体構造物の水線面積と同一ないしそれ以下の大きさとして1ないし複数に分割して構成することで、動揺低減効果を動揺低減板部材の面積で調整することができるとともに、海底部の凹凸や傾斜などの形状に容易に対応することができる。さらに、請求項4記載の発明では、動揺低減板部材を、海底部から当該動揺低減板部材の一短辺の総和の1/4以内の距離にして吊り下げるようにしたので、動揺低減板部材が一枚の場合はその一つの短辺の長さ、複数枚の場合は、各動揺低減板部材の一つの短辺を加えた総長さの1/4以内とすることで、付加質量に相当するものを大きくでき、粘性減衰力を増大することができる。   Furthermore, according to the fluctuation reducing device for a floating structure according to claim 2 of the present invention, the connecting member is constituted by a linear member such as a chain, a wire, or a rope, and its winding / feeding means. The position of the reduction plate member from the sea bottom can be easily adjusted, and the reduction plate member can be connected to the floating structure without requiring a reinforcing member. Moreover, in invention of Claim 3, by making the said vibration reduction board member into 1 thru | or plurality as the magnitude | size of the water line area of the said floating body structure thru | or the same or less, it has a fluctuation reduction effect. While being able to adjust with the area of a fluctuation reduction board member, it can respond easily to shapes, such as an unevenness | corrugation and inclination of a seabed part. Furthermore, in the invention according to claim 4, since the fluctuation reducing plate member is suspended at a distance within 1/4 of the sum of the short sides of the fluctuation reducing plate member from the seabed, the fluctuation reducing plate member If there is one sheet, the length of one short side, and in the case of multiple sheets, it is within ¼ of the total length including one short side of each sway reduction plate member. Can be increased, and the viscous damping force can be increased.

また、この発明の請求項5記載の浮体構造物の動揺低減装置によれば、前記動揺低減板部材を、海底部に着底させて吊り下げることで、動揺低減板部材の設置効果を一層高めることができるとともに、連結部材がたるまないよう設置すれば良く海底部への設置も容易に行うことができる。さらに、請求項6記載の発明では、前記動揺低減板部材に、海底部に貫入する貫入部材を設けることで、浮体構造物の水平方向の移動に対して把駐力を持つことになり、係留アンカーとしての機能を持たせることができる。また、請求項7記載の発明では、前記動揺低減板部材を、前記浮体構造物の移動時に当該浮体構造物の下面に密着可能に構成したので、移動の際の抵抗の増大をほとんど招くことなく移動することができる。   Moreover, according to the fluctuation reducing apparatus for a floating structure according to claim 5 of the present invention, the installation effect of the fluctuation reducing plate member is further enhanced by suspending the fluctuation reducing plate member on the bottom of the sea. In addition, it is only necessary to install the connecting member so that it does not sag. Further, in the invention according to claim 6, by providing the sway reduction plate member with a penetrating member that penetrates into the seabed, the sway reduction plate member has a holding force with respect to the horizontal movement of the floating structure. It can have a function as an anchor. Further, in the invention according to claim 7, since the fluctuation reducing plate member is configured to be able to come into close contact with the lower surface of the floating structure during the movement of the floating structure, there is almost no increase in resistance during the movement. Can move.

さらに、この発明の請求項8記載の浮体構造物の動揺低減装置によれば、前記動揺低減板部材に、海底部との距離を検出する距離検出手段を設け、この検出信号に基づき当該動揺低減板部材の吊り下げ位置を設定するようにしたので、距離検出手段の検出信号によって海底部から所定距離以内に動揺低減板部材を設置することができる。また、請求項9記載の発明では、前記距離検出手段の検出信号に基づき前記巻上げ・繰出し手段を制御して吊り下げ位置を自動調整する制御手段を設けたので、自動的に動揺低減板部材を海底部から所定の距離以内に設置することができる。さらに、請求項10記載の発明では、前記動揺低減板部材を、複数の浮体構造物に連結部材を介してまたがるように吊り下げるようにすることもでき、連結部材の本数を減らして装置の簡素化を図ることができる。   Further, according to the fluctuation reducing device for a floating structure according to claim 8 of the present invention, the fluctuation reducing plate member is provided with distance detecting means for detecting a distance from the seabed, and the fluctuation reduction is performed based on the detection signal. Since the suspension position of the plate member is set, the fluctuation reducing plate member can be installed within a predetermined distance from the seabed by the detection signal of the distance detection means. In the invention according to claim 9, since the control means for automatically adjusting the hanging position by controlling the winding / feeding means based on the detection signal of the distance detecting means is provided, It can be installed within a predetermined distance from the seabed. Furthermore, in the invention described in claim 10, the fluctuation reducing plate member can be suspended so as to straddle a plurality of floating structures via the connecting member, and the number of connecting members can be reduced to simplify the apparatus. Can be achieved.

以下、この発明の一実施の形態について、図面に基づき詳細に説明する。
図1〜図4は、この発明の浮体構造物の動揺低減装置を浮体に適用した一実施の形態にかかり、図1は通常の使用状態の概略構成図、図2は移動状態の概略構成図、図3は傾斜した海底部での使用状態の概略構成図、図4は着底させた使用状態の概略構成図である。
Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.
1 to 4 relate to an embodiment in which the apparatus for reducing fluctuation of a floating structure according to the present invention is applied to a floating body, FIG. 1 is a schematic configuration diagram in a normal use state, and FIG. 2 is a schematic configuration diagram in a movement state. FIG. 3 is a schematic configuration diagram of the usage state at the inclined seabed, and FIG. 4 is a schematic configuration diagram of the usage state with the bottom.

この浮体構造物の動揺低減装置10は、浮体構造物として、例えば浮体11の動揺を低減するために用いられ、浮体11から下方に動揺低減板部材として平板状構造物12が連結部材としてのワイヤー13および巻き上げ・繰り出し手段としてのウインチ14を介して吊下げられ、海底部Sから所定の距離L以内の海底部Sに接近ないし、図4に示すように、着底させて設置してある。   The fluctuation reducing device 10 for a floating structure is used as a floating structure, for example, to reduce the fluctuation of the floating body 11, and the flat structure 12 is a wire as a connecting member as a fluctuation reducing plate member downward from the floating body 11. 13 and a winch 14 serving as a winding / feeding-out means, and does not approach the seabed S within a predetermined distance L from the seabed S, and is installed by being bottomed as shown in FIG.

これにより、浮体11の下部に平板状構造物12を海底部Sとわずかな空間を空けワイヤー13およびウインチ14で吊下げることで、浮体11の上下揺れ、横揺れ、縦揺れ等の付加質量に相当するものを飛躍的に増大させることができ、それぞれの固有周期を、通常の波浪の周期から離れた長周期側に設定することが可能となり、広範囲の波浪に対して動揺を抑えることができる。   As a result, the flat structure 12 is suspended in the lower part of the floating body 11 with the sea bottom S and a slight space, and is suspended by the wire 13 and the winch 14. Corresponding ones can be dramatically increased, and each natural period can be set to the long period side away from the normal wave period, and fluctuations can be suppressed for a wide range of waves. .

特に浮体11の下部に吊り下げる平板状構造物12を海底部Sに着底させてワイヤー13がたるまないように吊下げることで、一層付加質量に相当するものを増大させることができ、動揺低減効果をさらに大きくすることができる。   In particular, by suspending the flat structure 12 suspended from the lower part of the floating body 11 on the seabed S so that the wire 13 does not sag, it is possible to further increase the amount corresponding to the added mass and reduce the fluctuation. The effect can be further increased.

また、この浮体構造物の動揺低減装置10では、平板状構造物12が、浮体11の上下揺れ、横揺れ、縦揺れ、前後揺れ、左右揺れ、船首揺れの粘性減衰力を増大させ、浮体11が動揺した場合の揺れ振幅を小さくする。この揺れの振幅を小さくする効果も、平板状構造物12をワイヤー13がたるまないように海底部Sに着底させることで、一層大きくすることができる。   Further, in the floating structure vibration reduction device 10, the flat structure 12 increases the viscous damping force of the floating body 11, such as vertical, horizontal, vertical, forward / backward, left / right, and bow. Reduce the swing amplitude when. The effect of reducing the amplitude of the shaking can be further increased by making the flat structure 12 settle on the seabed S so that the wire 13 does not sag.

このような浮体構造物の動揺低減装置10では、図1に示すように、浮体11の短辺に対して、例えば2つの平板状構造物12、12を吊下げて構成してあるが、動揺低減板部材としての平板状構造物12は、その大きさとして浮体11の水線面積(喫水線での水平断面の面積)と同一ないしそれより小さい総面積を確保できれば良く、2つの平板状構造物12,12で構成する場合に限らず、図5に示すように、1つの平板状構造物12で構成したり、さらに多くの平板状構造物で構成しても良い。   In such a floating structure vibration reduction device 10, as shown in FIG. 1, for example, two flat structures 12 and 12 are suspended from the short side of the floating body 11. The flat plate-like structure 12 as the reduction plate member only needs to secure a total area that is the same as or smaller than the water line area of the floating body 11 (the area of the horizontal cross section at the waterline) as the size of the flat plate structure. The configuration is not limited to 12 and 12, but may be configured by one flat structure 12 or a larger number of flat structures as shown in FIG.

また、この平板状構造物12としては、1枚の中実な板で構成したり、板材と補強材とで枠付きの板状としたり、中空の箱状に構成しても良く、必要な強度と耐食性などを確保できれば、金属材料のほか合成樹脂材料などを用いることもできる。さらに、動揺低減板部材としての平板状構造物12は、必ずしも矩形の平板状である必要はなく、横に広い板状であれば、平板状のものに穴をあけたり、凹凸形状やくし型形状などその表面形状は任意の形状であっても良い。   Further, the flat structure 12 may be constituted by a single solid plate, a plate shape with a frame made of a plate material and a reinforcing material, or a hollow box shape, which is necessary. In addition to metal materials, synthetic resin materials can be used as long as strength and corrosion resistance can be secured. Furthermore, the plate-like structure 12 as the fluctuation reducing plate member does not necessarily have to be a rectangular plate shape. If the plate-like structure is a wide plate shape, a flat plate-like structure can be perforated, an uneven shape or a comb shape. The surface shape may be any shape.

このような動揺低減板部材としての平板状構造物12の、海底部Sからの距離Lは、浮体11より吊下げられる各平板状構造物12の一短辺b1,b2を加えた全平板状構造物の幅B(=b1+b2)とした場合に、(L=)B/4以下、すなわち、着底の0から最大でもB/4とすることで、高い動揺低減効果を得ることができる。   The distance L from the seabed portion S of the flat structure 12 as such a fluctuation reducing plate member is an all flat shape in which one short side b1 and b2 of each flat structure 12 suspended from the floating body 11 is added. When the width B (= b1 + b2) of the structure is set, (L =) B / 4 or less, that is, by setting the bottom to 0 to B / 4 at the maximum, a high vibration reduction effect can be obtained.

すなわち、模型を用いた水槽実験で、海底部Sと平板状構造物12であるプレートとの距離Lを、0(着底)、B/32、B/4とした場合と、比較のためプレートなしの場合の浮体の動揺を計測した結果の一例を、上下揺れの場合を図7(横軸がω:角周波数(rad/sec)、縦軸がΖ/ζ:上下揺れの応答値(cm/cm))に、横揺れの場合を図8(横軸がω:角周波数(rad/sec)、縦軸がΦ/ζ:横揺れの応答値(deg/cm))に示した。   That is, in a tank experiment using a model, the distance L between the seabed S and the plate that is the flat structure 12 is 0 (bottom), B / 32, B / 4, and a plate for comparison. FIG. 7 shows an example of the result of measuring the swinging of the floating body in the case of none (the horizontal axis is ω: angular frequency (rad / sec), the vertical axis is Ζ / ζ: vertical swing response value (cm / Cm)), the case of roll is shown in FIG. 8 (the horizontal axis is ω: angular frequency (rad / sec), and the vertical axis is Φ / ζ: roll response value (deg / cm)).

図7,8から明らかなように、横軸のωが小さい周期の長い場合の平板状構造物であるプレートによる動揺低減効果が大きく、底よりの距離Lが小さくなるほどその効果が大きいことが分かる。 As can be seen from FIGS. 7 and 8, the effect of reducing the sway by the plate-like structure plate is large when the horizontal axis ω is small and the cycle is long, and the effect is greater as the distance L from the bottom becomes smaller. .

また、横揺れでは、図8に示すように、平板状構造物であるプレートが底より大きくはなれている場合(実線と一点鎖線の比較)には、プレートを吊下げたときに固有周期のピークが長周期側にずれることによる動揺低減効果があるが、プレートを海底部Sに近づけるしたがって動揺低減効果の増大とともに、固有周期のピークも小さくなることが分かる。 Also, in rolling, as shown in FIG. 8, when the plate, which is a plate-like structure, is separated from the bottom (comparison between a solid line and an alternate long and short dash line), the peak of the natural period is obtained when the plate is suspended. It can be seen that there is a fluctuation reduction effect due to the shift to the long period side, but the natural period peak also decreases with the increase of the fluctuation reduction effect by bringing the plate closer to the seabed S.

このような実験結果から、動揺低減板部材としての平板状構造物12と海底部Sとの距離Lは、B/4以内の範囲で、浮体11の利用用途などにより要求される動揺条件に応じて設定すれば良い。 From such an experimental result, the distance L between the flat structure 12 as the fluctuation reducing plate member and the seabed S is within a range of B / 4 according to the fluctuation condition required by the use application of the floating body 11 or the like. And set it.

そして、この浮体構造物の動揺低減装置10では、動揺低減板部材として平板状構造物12をワイヤー13およびウインチ14で吊下げるようにしているので、ウインチ14によりワイヤー13を巻き上げたり、繰り出したりすることができ、これによって平板状構造物12の吊下げ位置を簡単に調整することができる。   In the floating structure vibration reduction device 10, the flat structure 12 is suspended by the wire 13 and the winch 14 as the fluctuation reducing plate member, so that the wire 13 is wound up or fed out by the winch 14. This makes it possible to easily adjust the hanging position of the flat structure 12.

したがって、図3に示すように、海底部Sが傾斜している場合には、ウインチ14によりワイヤー13の長さを調整することで、傾斜面S1と平行に平板状構造物12を吊下げることが容易となり、動揺低減効果を損ねることなく設置することができる。また、図4に示すように、平板状構造物12を海低部Sに着底させる場合にも、ウインチ14でワイヤー13の長さを調整することで、ワイヤー13をたるませることなく平板状構造物12を設置することができる。 Therefore, as shown in FIG. 3, when the seabed S is inclined, the length of the wire 13 is adjusted by the winch 14 to suspend the flat structure 12 in parallel with the inclined surface S1. It becomes easy, and can be installed without impairing the vibration reduction effect. Further, as shown in FIG. 4, when the flat structure 12 is bottomed at the sea bottom S, the length of the wire 13 is adjusted by the winch 14 so that the wire 13 is not slackened. The structure 12 can be installed.

さらに、この浮体構造物の動揺低減装置10では、動揺低減板部材である平板状構造物12に海底部Sとの距離Lを検出する距離検出手段としての超音波センサなどの距離センサ15が設けられ、ウインチ14を制御する制御手段としての制御装置16に検出信号が入力され、距離が表示部17で表示されるとともに、ウインチ14を自動制御するようになっている。 Further, in the fluctuation reducing device 10 of the floating structure, a distance sensor 15 such as an ultrasonic sensor is provided as a distance detecting means for detecting the distance L from the seabed S to the flat structure 12 which is a fluctuation reducing plate member. Then, a detection signal is input to the control device 16 as a control means for controlling the winch 14, the distance is displayed on the display unit 17, and the winch 14 is automatically controlled.

したがって、距離センサ15の検出結果を表示部17から読み取って手動でウインチ14を操作して平板状構造物12の設置位置を調整することができるとともに、制御装置16でウインチ14を自動制御して平板状構造物12の設置位置を自動調整することもできる。 Accordingly, the detection result of the distance sensor 15 can be read from the display unit 17 and the winch 14 can be manually operated to adjust the installation position of the flat structure 12, and the winch 14 can be automatically controlled by the control device 16. The installation position of the flat structure 12 can also be automatically adjusted.

これにより、任意の水深に平板状構造物12を設置することができるだけでなく、潮位変動などに対しても常に所定位置に平板状構造物12を設置することができるとともに、動揺低減量を平板状構造物12の位置を変えることで、調整することができる。 As a result, not only can the flat structure 12 be installed at an arbitrary water depth, but the flat structure 12 can be always installed at a predetermined position with respect to fluctuations in tide level, etc. It can be adjusted by changing the position of the structure 12.

また、この浮体構造物の動揺低減装置10では、浮体11を移動しようとする場合に、図2に示すように、動揺低減板部材である平板状構造物12を浮体11の底部に密着するようにウインチ14で巻き上げることで、移動の際の抵抗を大幅に低減することができ、浮体11だけを曳航する場合とほとんど変わらない曳航力で曳航することができる。 Further, in the floating structure vibration reduction device 10, when the floating body 11 is to be moved, as shown in FIG. 2, the flat structure 12, which is a fluctuation reducing plate member, is brought into close contact with the bottom of the floating body 11. Further, by winding up with the winch 14, the resistance at the time of movement can be greatly reduced, and towing can be performed with a towing force almost the same as when towing only the floating body 11.

なお、浮体構造物である浮体11を移動する必要がなく、常時同じ位置に設置する場合には、図6に示すように、平板状構造物12を直接連結部材であるワイヤー13で吊下げるようにし、ウインチ14を省略しても良く、一層構造の簡素化が図れるとともに、コスト低減を図ることもできる。   In addition, when it is not necessary to move the floating body 11 which is a floating body structure and is always installed in the same position, as shown in FIG. 6, the flat structure 12 is directly suspended by the wire 13 which is a connecting member. In addition, the winch 14 may be omitted, and the structure can be further simplified and the cost can be reduced.

また、この浮体構造物の動揺低減装置10では、浮体11と動揺低減板部材である平板状構造物12とを連結して吊下げる連結部材としてワイヤー13を用いる場合を例に説明したが、ワイヤー13に限らずチェーンやロープなどの紐状のものを用いても良く、あるいは棒状の剛性の高い部材を用いることもできる。   Moreover, in this fluctuation reducing device 10 for a floating structure, the case where the wire 13 is used as a connecting member that connects and suspends the floating body 11 and the flat structure 12 that is a fluctuation reducing plate member has been described as an example. It is not limited to 13, and a string-like member such as a chain or a rope may be used, or a rod-like highly rigid member may be used.

このような浮体構造物の動揺低減装置10は、図示省略したが、浮体11を所定の設置海域に曳航した後、浮体11にチェーンなどの係留部材を連結して係留して使用する。   Although not shown in the drawings, the floating structure sway reduction device 10 is used by towing the floating body 11 to a predetermined installation sea area, and then anchoring the floating body 11 with a mooring member such as a chain.

このように構成した浮体構造物の動揺低減装置10によれば、動揺低減板部材である平板状構造物12を浮体11から吊下げて海底部Sから所定距離L以内に設置することで、付加質量、粘性減衰力が飛躍的に大きくなり、浮体11の横揺れ、縦揺れ、上下揺れ、前後揺れ、左右揺れ、船首揺れを非常に小さく抑えることができる。 According to the fluctuation reducing device 10 of the floating structure structured as described above, the flat structure 12 as the fluctuation reducing plate member is suspended from the floating body 11 and installed within a predetermined distance L from the seabed S. The mass and the viscous damping force are greatly increased, and the rolling, vertical, vertical, forward / backward, left / right, and bow of the floating body 11 can be suppressed to a very small level.

また、平板状構造物12を海底部Sに着底させることで、上記動揺低減効果をさらに大きくすることができるとともに、着底させた平板状構造物12によって水平方向の移動に対する把駐力を持つことになり、浮体11を係留するための係留チェーンなどの係留部材を細いもので済ますことが可能となる。   Moreover, by making the flat structure 12 settle to the seabed S, the above-mentioned sway reduction effect can be further increased, and the holding power against horizontal movement can be obtained by the flat structure 12 that has been settled. As a result, the anchoring member such as the anchoring chain for anchoring the floating body 11 can be made thin.

さらに、この浮体構造物の動揺低減装置10では、動揺低減板部材である平板状構造物12を浮体11からワイヤー13などで吊下げて海底部Sあるいはその近傍に吊下げる簡便な機構であり、浮体構造物の改造の必要も少なく既存の浮体構造物への適用が簡単にできる。   Furthermore, in the fluctuation reducing device 10 for the floating structure, the flat structure 12 that is a fluctuation reducing plate member is a simple mechanism that is suspended from the floating body 11 with a wire 13 or the like and suspended at or near the seabed S. There is little need to modify the floating structure, and it can be easily applied to existing floating structures.

また、浮体11の設置海域の水深が変わっても、動揺低減板部材である平板状構造物12を吊下げるワイヤー13などの長さを調整するだけで簡単に対応することができ、巻き上げ・繰り出し手段であるウインチ14を設ける場合には、一層容易に平板状構造物12の設置位置を調整することができる。 Moreover, even if the water depth in the sea area where the floating body 11 is installed changes, it can be easily coped with by adjusting the length of the wire 13 or the like that suspends the plate-like structure 12 that is a fluctuation reducing plate member. When the winch 14 as means is provided, the installation position of the flat structure 12 can be adjusted more easily.

さらに、動揺低減板部材である平板状構造物12の海底部Sからの距離Lを調整することで、動揺低減量を調整することができ、浮体11の動揺状態を調整することが可能となる。 Furthermore, by adjusting the distance L from the seabed S of the flat structure 12 that is a fluctuation reducing plate member, the fluctuation reduction amount can be adjusted, and the fluctuation state of the floating body 11 can be adjusted. .

また、吊下げた動揺低減板部材である平板状構造物12を浮体11の底部に密着するよう吊り上げることで、浮体11を移動する場合の抵抗を小さくすることができ、浮体の曳航が容易となる。 Further, by lifting the flat structure 12 that is the suspended vibration reduction plate member so as to be in close contact with the bottom of the floating body 11, the resistance when moving the floating body 11 can be reduced, and the floating body can be easily towed. Become.

さらに、動揺低減板部財である平板状構造物12を複数に分割して設置することで、海底部Sが傾斜している場合や凹凸などがある場合にも海底部Sからの距離Lを所定以内に保持することが容易となり、海底部Sの地形によらず動揺低減効果を確保することができる。 Further, by dividing the flat structure 12 which is a fluctuation reducing plate component into a plurality of parts and installing them, the distance L from the seabed S can be increased even when the seabed S is inclined or uneven. It becomes easy to hold within the predetermined range, and the sway reduction effect can be ensured regardless of the topography of the seabed S.

また、距離センサ15と制御装置16を設けて平板状構造物12の設置位置を自動的に調整するようにすれば、潮位変化がある場合などでも海底部Sの距離Lを一定に保持することができ、動揺低減効果を一定に保つことができる。   Further, if the installation position of the flat structure 12 is automatically adjusted by providing the distance sensor 15 and the control device 16, the distance L of the seabed S can be kept constant even when there is a change in the tide level. And the effect of reducing shaking can be kept constant.

このような浮体構造物の動揺低減装置10を設置することで、浮桟橋などの浮体港湾施設、フローティングクレーンなどの海洋工事に用いられる作業船、沿岸域の各種用途に使用される作業用浮体などの浮体構造物の上下揺れ、横揺れ、縦揺れ、前後揺れ、左右揺れ、船首揺れを低減することができ、例えば浮体港湾施設である浮桟橋では、乗客や作業者の乗り心地向上、荷揚げや積み込み時の作業性向上や高効率化を図ることができるとともに、海洋工事に用いられる作業船などでは、工事稼働率の向上を図ることもできる。   By installing such a sway reduction device 10 for floating structures, floating port facilities such as floating piers, work vessels used for offshore construction such as floating cranes, working floats used for various uses in coastal areas, etc. For example, in the floating pier, which is a floating port facility, the ride quality of passengers and workers can be improved. It is possible to improve workability during loading and increase efficiency, and it is also possible to improve the operation rate of work vessels used for offshore construction.

次に、この発明の他の一実施の形態について、図9により説明する。
この浮体構造物の動揺低減装置10Aでは、複数の浮体11,11Aにまたがるように動揺低減板部材である平板状構造物12Aが吊下げられるとともに、各浮体11,11Aにもそれぞれ平板状構造物12が吊下げてある。
Next, another embodiment of the present invention will be described with reference to FIG.
In the floating structure vibration reduction device 10A, a flat plate-like structure 12A, which is a fluctuation reducing plate member, is suspended so as to span a plurality of floating bodies 11, 11A, and each floating body 11, 11A also has a flat plate-like structure. 12 is suspended.

なお、平板状構造物12Aを複数の浮体11,11Aにまたがるように吊下げるほかの構成は、すでに説明した実施の形態と同様、海底部Sからの距離L,ウインチの使用の有無など種々の対応で構成すようにしても良い。   Other configurations for suspending the flat structure 12A so as to straddle the plurality of floating bodies 11, 11A are various, such as the distance L from the seabed S and the use of a winch, as in the embodiment described above. You may make it comprise by correspondence.

このような浮体構造物の動揺低減低装置10Aによれば、上記実施の形態と同様の動揺低減効果を奏するとともに、複数の浮体11,11Aに対する動揺低減板部材の個数を減少し、構造を簡素化することができる。   According to such an apparatus for reducing the vibration of a floating structure 10A, the same effect as that of the above embodiment can be obtained, and the number of the fluctuation reducing plate members for the plurality of floating bodies 11, 11A can be reduced to simplify the structure. Can be

また、動揺低減板部材である平板状構造物12,12Aを着底させるようにすれば、水平方向の把駐力が発生し、浮体11,11Aを係留する係留チェーンや係留索など係留部材の本数を減らすことも可能となり、配索が容易となる。   Further, if the flat structures 12 and 12A, which are the vibration reduction plate members, are settled, a horizontal holding force is generated, and a mooring member such as a mooring chain or a mooring line mooring the floating bodies 11 and 11A is generated. It is also possible to reduce the number of wires, making it easier to route.

次に、この発明のさらに他の一実施の形態について、図10により説明する。
この浮体構造物の動揺低減装置10Bでは、浮体11に吊下げられる動揺低減板部材である平板状構造物12にアンカーとしての機能を付加したものであり、それぞれの平板状構造物12の底面に海底部Sに貫入する貫入部材として下方突き出す鋼管などの杭部材18が複数本取り付けてある。
Next, still another embodiment of the present invention will be described with reference to FIG.
In this floating structure vibration reduction device 10 </ b> B, a function as an anchor is added to a flat plate structure 12 that is a fluctuation reduction plate member suspended from the floating body 11, and the bottom surface of each flat plate structure 12 is provided. A plurality of pile members 18 such as steel pipes protruding downward as penetrating members penetrating the seabed S are attached.

なお、平板状構造物12にアンカーとしての機能を付加する貫入部材として杭部材18を取り付けるようにする以外の構成は、すでに説明した上記2つの実施の形態と同様、海底部Sからの距離L,ウインチの使用の有無、あるいは複数の浮体にまたがる平板状構造物など種々の対応として構成するようにしても良い。   In addition, the structure other than attaching the pile member 18 as a penetrating member that adds a function as an anchor to the flat structure 12 is the distance L from the seabed S, as in the above-described two embodiments. , Whether or not a winch is used, or a flat structure straddling a plurality of floating bodies may be used.

このような浮体構造物の動揺低減低装置10Bによれば、上記実施の形態と同様の動揺低減効果を奏するとともに、平板状構造物12に取り付けた貫入部材として杭部材18を海底部Sに貫入させるようにすることで、平板状構造物12を着底させた場合に比べ、一層大きな水平方向の把駐力を得ることができ、浮体11を係留する係留チェーンや係留索などの係留部材19を細いものにすることができる。そして、この杭部材18が海底部Sから外れるまでは、その把駐力で浮体11の動揺を抑えることができ、杭部材18が海底から外れた後は、海底部S近傍に設置した平板状構造物12による動揺低減効果を得て浮体11の動揺を低減することができる。   According to such a sway reduction device 10B for a floating structure, the sway reduction effect similar to that of the above embodiment is achieved, and the pile member 18 is penetrated into the seabed S as a penetration member attached to the flat structure 12. By doing so, it is possible to obtain a greater horizontal holding force than when the flat structure 12 is bottomed, and a mooring member 19 such as a mooring chain or mooring line mooring the floating body 11. Can be made thin. And until this pile member 18 remove | deviates from the seabed part S, the rocking | fluctuation of the floating body 11 can be suppressed with the holding force, and after the pile member 18 remove | deviates from the seabed, it is the flat form installed in the seabed part S vicinity. The fluctuation reduction effect by the structure 12 can be obtained and the fluctuation of the floating body 11 can be reduced.

この発明の浮体構造物の動揺低減装置を浮体に適用した一実施の形態にかかる通常の使用状態の概略構成図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic block diagram of the normal use condition concerning one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用した一実施の形態にかかる移動状態の概略構成図である。It is a schematic block diagram of the movement state concerning one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用した一実施の形態にかかる傾斜した海底部での使用状態の概略構成図である。It is a schematic block diagram of the use condition in the inclined seabed part concerning one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用した一実施の形態にかかる着底させた使用状態の概略構成図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic block diagram of the use condition which was settled according to one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用した他の一実施の形態にかかる通常の使用状態の概略構成図である。It is a schematic block diagram of the normal use condition concerning other one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用したさらに他の一実施の形態にかかる通常の使用状態の概略構成図である。It is a schematic block diagram of the normal use condition concerning further another embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用した水槽実験の結果を示す上下揺れ低減のグラフである。It is a graph of the vertical shaking reduction which shows the result of the water tank experiment which applied the shaking reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を浮体に適用した水槽実験の結果を示す横揺れ低減のグラフである。It is a graph of rolling reduction which shows the result of the water tank experiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. この発明の浮体構造物の動揺低減装置を複数の浮体に適用した一実施の形態にかかる着底させた使用状態の概略構成図である。It is a schematic block diagram of the use state which made the bottom concerning one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to several floating bodies. この発明の浮体構造物の動揺低減装置を浮体に適用した他の一実施の形態にかかる通常の使用状態の概略構成図である。It is a schematic block diagram of the normal use condition concerning other one Embodiment which applied the fluctuation reduction apparatus of the floating body structure of this invention to the floating body. 従来の浮体構造物の動揺低減装置の概略側面図である。It is a schematic side view of the conventional fluctuation reducing device for a floating structure. 従来の浮体構造物の動揺低減装置の概略斜視図である。It is a schematic perspective view of the conventional fluctuation reducing device for a floating structure. 従来の浮体構造物の動揺低減装置の概略斜視図である。It is a schematic perspective view of the conventional fluctuation reducing device for a floating structure. 従来の浮体構造物の動揺低減装置の概略斜視図である。It is a schematic perspective view of the conventional fluctuation reducing device for a floating structure. 従来の浮体構造物の動揺低減装置の概略側面図である。It is a schematic side view of the conventional fluctuation reducing device for a floating structure.

符号の説明Explanation of symbols

10,10A、10B 浮体構造物の動揺低減装置
11,11A 浮体(浮体構造物)
12,12A 平板状構造物(動揺低減板部材)
13 ワイヤー(連結部材)
14 ウインチ(巻き上げ・繰り出し手段)
15 距離センサ(距離検出手段)
16 制御装置(制御手段)
17 距離の表示部
18 杭部材(貫入部材)
19 係留索(係留部材)
S 海底部
S1 傾斜面(海底部)
L 海底部から所定の距離
B 全平板状構造物の幅
b1、b2 各平板状構造物の一短辺の幅

10, 10A, 10B Fluctuation reduction device for floating structure 11, 11A Floating body (floating structure)
12, 12A flat structure (sway reduction plate member)
13 Wire (connection member)
14 winches (winding and feeding means)
15 Distance sensor (distance detection means)
16 Control device (control means)
17 Distance display 18 Pile member (penetration member)
19 Mooring line (Mooring member)
S Seabed S1 Slope (Seabed)
L Predetermined distance from seabed B B Width of all flat structures b1, b2 Width of one short side of each flat structure

Claims (10)

浮体構造物の下部に連結部材を介して動揺低減板部材を海底部から所定距離以内に吊り下げてなることを特徴とする浮体構造物の動揺低減装置。   A fluctuation reducing device for a floating structure, wherein the fluctuation reducing plate member is suspended within a predetermined distance from the seabed via a connecting member at a lower part of the floating structure. 前記連結部材を、チェーン、ワイヤー、ロープなどの線状部材で構成するとともに、この線状部材により前記動揺低減板部材の位置を調整可能とする巻取り・繰出し手段を設けてなることを特徴とする請求項1記載の浮体構造物の動揺低減装置。   The connecting member is constituted by a linear member such as a chain, a wire, or a rope, and is provided with winding / feeding means that can adjust the position of the vibration reduction plate member by the linear member. The apparatus for reducing vibration of a floating structure according to claim 1. 前記動揺低減板部材を、前記浮体構造物の水線面積と同一ないしそれ以下の大きさとするとともに、1ないし複数に分割して構成したことを特徴とする請求項1または2記載の浮体構造物の動揺低減装置。   The floating structure according to claim 1 or 2, wherein the fluctuation reducing plate member has a size equal to or less than a water line area of the floating structure and is divided into one or more. Sway reduction device. 前記動揺低減板部材を、海底部から当該動揺低減板部材の一短辺の総和の1/4以内の距離にして吊り下げたことを特徴とする請求項1〜3のいずれかに記載の浮体構造物の動揺低減装置。   The floating body according to any one of claims 1 to 3, wherein the fluctuation reducing plate member is hung from the seabed at a distance within 1/4 of a sum of one short side of the fluctuation reducing plate member. Structure shake reduction device. 前記動揺低減板部材を、海底部に着底させて吊り下げることを特徴とする請求項1〜4のいずれかに記載の浮体構造物の動揺低減装置。 The apparatus for reducing a fluctuation of a floating structure according to any one of claims 1 to 4, wherein the fluctuation reduction plate member is suspended from the bottom of the sea. 前記動揺低減板部材に、海底部に貫入する貫入部材を設けたことを特徴とする請求項5記載の浮体構造物の動揺低減装置。   6. The fluctuation reducing device for a floating structure according to claim 5, wherein the fluctuation reducing plate member is provided with a penetrating member penetrating into the seabed. 前記動揺低減板部材を、前記浮体構造物の移動時に当該浮体構造物の下面に密着可能に構成したことを特徴とする請求項1〜6のいずれかに記載の浮体構造物の動揺低減装置。   The fluctuation reducing device for a floating structure according to any one of claims 1 to 6, wherein the fluctuation reducing plate member is configured to be able to come into close contact with a lower surface of the floating structure when the floating structure is moved. 前記動揺低減板部材に、海底部との距離を検出する距離検出手段を設け、この検出信号に基づき当該動揺低減板部材の吊り下げ位置を設定することを特徴とする請求項1〜7のいずれかに記載の浮体構造物の動揺低減装置。 The distance reduction means which detects the distance with a seabed part is provided in the said fluctuation reduction board member, The suspension position of the said fluctuation reduction board member is set based on this detection signal, Any one of Claims 1-7 characterized by the above-mentioned. A device for reducing fluctuation of a floating structure according to claim 1. 前記距離検出手段の検出信号に基づき前記巻上げ・繰出し手段を制御して吊り下げ位置を自動調整する制御手段を設けたことを特徴とする請求項8記載の浮体構造物の動揺低減装置。   9. The apparatus for reducing sway of a floating structure according to claim 8, further comprising control means for automatically adjusting a suspension position by controlling the winding / feeding means based on a detection signal of the distance detecting means. 前記動揺低減板部材を、複数の浮体構造物に連結部材を介してまたがるように吊り下げたことを特徴とする請求項1〜9のいずれかに記載の浮体構造物の動揺低減装置。

The apparatus for reducing sway of a floating structure according to any one of claims 1 to 9, wherein the sway reduction plate member is suspended so as to straddle a plurality of floating structures via a connecting member.

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CN107420043B (en) * 2017-08-10 2023-09-12 贵州大学 Drilling self-tightening device matched with coal seam heating cable and construction method

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