JP3469162B2 - Method and apparatus for reducing motion of floating structure - Google Patents
Method and apparatus for reducing motion of floating structureInfo
- Publication number
- JP3469162B2 JP3469162B2 JP2000117773A JP2000117773A JP3469162B2 JP 3469162 B2 JP3469162 B2 JP 3469162B2 JP 2000117773 A JP2000117773 A JP 2000117773A JP 2000117773 A JP2000117773 A JP 2000117773A JP 3469162 B2 JP3469162 B2 JP 3469162B2
- Authority
- JP
- Japan
- Prior art keywords
- floating
- floating body
- bodies
- push
- floating bodies
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は複数の浮体で構成さ
れる海上施設、あるいは、ポンツーン、セミサブ浮体の
如き浮体構造物の動揺低減方法及び装置に関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for reducing motion of a marine facility composed of a plurality of floating bodies or a floating body structure such as a pontoon or a semi-sub body.
【0002】[0002]
【従来の技術】たとえば、複数の浮体で構成される浮体
構造物を洋上に設置する場合、波浪等による動揺を低減
させる対策を施すことが必要となるが、従来では、主と
して、係留索が用いられている。しかし、係留索による
動揺低減対策の場合には、受動的な考え方に基づいたも
のであるため、動揺低減効果に限度がある。2. Description of the Related Art For example, when a floating body structure composed of a plurality of floating bodies is installed on the sea, it is necessary to take measures to reduce the sway caused by waves and the like. Has been. However, in the case of the motion reduction measures using mooring lines, the motion reduction effect is limited because it is based on a passive way of thinking.
【0003】一方、船舶における動揺低減装置として
は、船舶の船底部等に、曲率中心が上方に位置するよう
に円弧状に湾曲形成した固体質量を、単弦振動を行える
ように舷方向へ揺動自在に配置して、重力を利用したば
ね系を構成すると共に、該固体質量に駆動力を与える駆
動装置を設置し、且つ上記船舶の揺れを検知する揺れ検
知センサーと、該揺れ検知センサーの信号を位相制御し
て上記駆動装置に駆動指令を送る制御装置を備えたもの
がある(特開平5−8791号)。又、固体質量を円弧
状に形成することに代えて、円弧状に形成したレール上
に、ブロック状に形成した固体質量を揺動自在に載置す
るようにしたものもある。On the other hand, as a shaking motion reducing device for a ship, a solid mass curved in an arc shape such that the center of curvature is located at the upper side is swayed in the port direction so that a single string vibration can be performed. A sway detection sensor that detects the sway of the ship and a sway detection sensor that is movably arranged to form a spring system that utilizes gravity and that has a drive device that applies a driving force to the solid mass is installed. There is one equipped with a control device for phase-controlling a signal and sending a drive command to the drive device (Japanese Patent Laid-Open No. 5-8791). In addition, instead of forming the solid mass in an arc shape, there is also one in which the solid mass formed in a block shape is swingably mounted on a rail formed in an arc shape.
【0004】[0004]
【発明が解決しようとする課題】ところが、複数の浮体
で構成される浮体構造物に対し、上記船舶用の動揺低減
装置を採用しようとすると、個々の浮体上に装置を設置
することになるため、設置コストが高くなるばかりでな
く、各浮体相互の連結構造が複雑になってしまう。However, if an attempt is made to adopt the above-mentioned vibration reduction device for a ship in a floating structure composed of a plurality of floating bodies, the device will be installed on each floating body. Not only is the installation cost high, but the connection structure between the floating bodies is also complicated.
【0005】因に、浮体構造物ではないが、林立するビ
ル相互間を水平方向の制振装置で連結して、風荷重等に
よるビルの揺れを抑えるようにしたものがあるが(特開
平10−196158号)、この考え方を複数の浮体で
構成される浮体構造物に単に適用しても、浮体の水平方
向の揺れは低減できるが、ローリングやピッチング等の
揺れを低減することはできない。Incidentally, although it is not a floating structure, there is a structure in which buildings standing in a forest are connected to each other by a horizontal vibration damping device so as to suppress the shaking of the building due to wind load or the like (Japanese Patent Laid-Open No. H10 (1998) -107106). No. 196158), by simply applying this idea to a floating body structure composed of a plurality of floating bodies, the horizontal shaking of the floating body can be reduced, but the shaking such as rolling and pitching cannot be reduced.
【0006】そこで、本発明は、複数の浮体で構成され
る浮体構造物の動揺を効果的に低減させることができる
ようにし、又、目的とする浮体のみの揺れを低減させる
ことができるような浮体構造物の動揺低減方法及び装置
を提供しようとするものである。Therefore, the present invention makes it possible to effectively reduce the sway of a floating body structure composed of a plurality of floating bodies, and to reduce the sway of only the desired floating body. An object of the present invention is to provide a method and apparatus for reducing motion of a floating structure.
【0007】[0007]
【課題を解決するための手段】本発明は、上記課題を解
決するために、水平方向に分割した複数の浮体からなり
且つ隣接する浮体相互の固有周期が異なるようにしてあ
る浮体構造物の上記隣接する浮体の分割部同士を、上下
方向に作動する押引装置で連結し、上記隣接する浮体の
動揺を検知して、動揺の大きい方の浮体に上下方向から
押し引きするようにする制御力を加えて動揺の小さい方
の浮体に反力を受けもたせることにより、各浮体の動揺
を低減させるようにする浮体構造物の動揺低減方法と
し、又、水平方向に分割した複数の浮体からなり且つ隣
接する浮体相互の固有周期が異なるようにしてある浮体
構造物の上記隣接する浮体の分割部同士を、上下方向に
作動する押引装置で連結し、且つ上記各浮体の動揺を検
知する動揺検知センサーを所要個所に設置し、更に、該
動揺検知センサーの信号を基に上記押引装置へ作動指令
を与える制御装置を備えた構成を有する浮体構造物の動
揺低減装置とする。SUMMARY OF THE INVENTION In order to solve the above problems, the present invention relates to a floating body structure comprising a plurality of horizontally floating bodies and different natural periods between adjacent floating bodies. A control force that connects the divided parts of adjacent floating bodies with a push-pull device that operates in the vertical direction, detects the shaking of the adjacent floating bodies, and pushes and pulls the floating body with the larger shaking from the vertical direction. In addition, the floating body with less shaking is subjected to a reaction force to reduce the shaking of each floating body, which is a method for reducing the shaking of the floating body structure, and is composed of a plurality of horizontally divided floating bodies. A sway detection for detecting the sway of each floating body by connecting the divided parts of the adjacent floating bodies of the floating body structure in which the adjacent floating bodies have different natural periods by a push-pull device operating vertically Sen Set up over the predetermined position, further, the motion suppression device for floating construction having a configuration including a control device for providing an actuation command signals of the upset detection sensor to said push-pull device based.
【0008】波力により各浮体に動揺が発生すると、そ
の動揺が動揺検知センサーで検知されて、隣接する浮体
相互間の動揺の大小が判断され、制御装置からの指令で
押引装置が作動されることにより、動揺が大きい浮体に
上下方向から押し引きするようにする制御力が加えら
れ、その反力が動揺の小さい浮体で受けられる結果、各
浮体の揺れが均等に抑えられる。When swaying occurs in each floating body due to wave force, the swaying is detected by the swaying detection sensor, the magnitude of the swaying between adjacent floating bodies is judged, and the push / pull device is operated by a command from the control device. As a result, a control force for pushing and pulling the floating body with large shaking is applied in the vertical direction, and the reaction force is received by the floating body with small shaking, and as a result, the shaking of each floating body is suppressed uniformly.
【0009】又、1つの浮体を特定の浮体として、該特
定の浮体に少なくとも2つの浮体を隣接させ、特定の浮
体のみに制御力を与えるようにすると、目的とする特定
の浮体の動揺のみを集中的に低減させることができる。Further, if one floating body is used as a specific floating body and at least two floating bodies are arranged adjacent to the specific floating body so as to give a control force only to the specific floating body, only the desired specific floating body is shaken. It can be reduced intensively.
【0010】[0010]
【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.
【0011】図1(イ)(ロ)(ハ)及び図2(イ)
(ロ)(ハ)は本発明の実施の一形態を示すもので、正
6角形状の基地1の各辺部に、花弁状に取り付けられた
浮体構造物2への採用例について示す。1 (a), (b) and (c) and FIG. 2 (a).
(B) and (C) show one embodiment of the present invention, and show an example of application to a floating structure 2 attached in a petal shape on each side of a regular hexagonal base 1.
【0012】上記浮体構造物2は、基地1からの放射方
向に対し直角な幅方向(矢印X方向)に3分割した浮体
2a,2b,2cからなり、且つ隣接する浮体2a,2
b相互及び2b,2c相互の固有周期(固有振動数)が
異なるように、浮体2aと2cの幅WaとWcを等しく
して浮体2bの幅Wbを浮体2aの幅Waの2倍に設定
してある。なお、長さは任意である。The floating structure 2 is composed of three floating bodies 2a, 2b and 2c divided in the width direction (arrow X direction) perpendicular to the radial direction from the base 1, and adjacent floating bodies 2a and 2c.
The widths Wa and Wc of the floating bodies 2a and 2c are made equal so that the width Wb of the floating body 2b is set to twice the width Wa of the floating body 2a so that the natural frequencies (natural frequencies) of b and 2b, 2c are different from each other. There is. The length is arbitrary.
【0013】上記構成の浮体構造物2において、隣接す
る浮体2a,2bと2b,2cの分割部同士の各左右2
個所を、上下方向に作動する各2台のアクティブ型の押
引装置3で連結し、且つ上記各浮体2a,2b,2cの
重心線上の位置に、動揺検知センサーとしての角速度セ
ンサー(振動ジャイロ)4a,4b,4cを設置し、こ
れら角速度センサー4a,4b,4cの信号を取り込む
制御装置5と、該制御装置5から伝送された信号を演算
する演算器6とを備えて、該演算器6の演算結果に基づ
いて制御装置5から各押引装置3へ作動指令を送るよう
にしてある。In the floating body structure 2 having the above structure, the left and right sides 2 of the divided portions of the adjacent floating bodies 2a, 2b and 2b, 2c.
An angular velocity sensor (vibration gyro) as a motion detection sensor is formed by connecting the points with two active push-pull devices 3 operating in the vertical direction and at the positions on the center of gravity of the floating bodies 2a, 2b, 2c. 4a, 4b, 4c are installed, and a control device 5 for taking in signals from these angular velocity sensors 4a, 4b, 4c and a computing unit 6 for computing a signal transmitted from the control device 5 are provided. An operation command is sent from the control device 5 to each push / pull device 3 based on the result of the calculation.
【0014】上記押引装置3は、図2(イ)(ロ)
(ハ)に浮体2aと2bとの間に設置したものについて
詳細を示す如く、浮体2aと2bの分割側端部上面に、
取付ベース7と8を固定して、浮体2b上に固定した取
付ベース8上に、ユニバーサルカップリング9を介して
電動モータ10により回動させられるようにしたドラム
11を、前端のドラムフランジ12が浮体2a側に位置
するよう幅方向へ向けて幅端部寄り位置に配置し、又、
上記取付ベース8の取付ベース7側端部に、上下方向に
長い板状の架台フレーム13を立設し、該架台フレーム
13の上端部に、プーリ軸14を、幅方向へ貫通させて
回転自在に支持させ、且つ該プーリ軸14の後端部に大
径の中間伝達プーリ15を取り付けて、該中間伝達プー
リ15と上記ドラム11との間に、ワイヤ16を無端状
に掛け回し、上記電動モータ10によりドラム11を回
転させて、その回転力をワイヤ16を介して中間伝達プ
ーリ15からプーリ軸14に伝えられるようにする。The push / pull device 3 is shown in FIGS.
As shown in detail in (c) about the one installed between the floating bodies 2a and 2b, on the upper surface of the split side end portion of the floating bodies 2a and 2b,
The mounting bases 7 and 8 are fixed to each other, and the drum 11 adapted to be rotated by the electric motor 10 via the universal coupling 9 is mounted on the mounting base 8 fixed on the floating body 2b. It is arranged in the width direction toward the width direction so as to be located on the floating body 2a side, and
At the end of the mounting base 8 on the side of the mounting base 7, a vertically long plate-shaped gantry frame 13 is erected, and a pulley shaft 14 is pierced at the upper end of the gantry frame 13 in the width direction so as to be rotatable. And a large-diameter intermediate transmission pulley 15 is attached to the rear end of the pulley shaft 14, and a wire 16 is endlessly hung between the intermediate transmission pulley 15 and the drum 11, The drum 10 is rotated by the motor 10 so that the rotational force is transmitted from the intermediate transmission pulley 15 to the pulley shaft 14 via the wire 16.
【0015】又、上記プーリ軸14の前端部に上部駆動
プーリ17を取り付けると共に、架台フレーム13の前
面下端部に下部駆動プーリ18を回転自在に取り付け、
且つ該上部駆動プーリ17と下部駆動プーリ18との間
にワイヤ19を無端状に掛け回して、プーリ軸14の回
転を上、下部駆動プーリ17,18の回転を介してワイ
ヤ19への移動力として与えられるようにし、更に、上
記架台フレーム13の前面部で且つ上、下部駆動プーリ
17,18間位置に、上下方向に延びるリニアスライド
レール20を取り付けると共に、該リニアスライドレー
ル20に、上記ワイヤ19の上下方向の片側中間部に係
止させたスライドブロック21をスライド自在に係合さ
せ、上記ワイヤ19の移動に伴ってスライドブロック2
1がリニアスライドレール20に沿い上下方向へ変位さ
せられるようにする。An upper drive pulley 17 is attached to the front end of the pulley shaft 14, and a lower drive pulley 18 is rotatably attached to the lower end of the front surface of the gantry frame 13.
In addition, the wire 19 is endlessly hung between the upper drive pulley 17 and the lower drive pulley 18 to rotate the pulley shaft 14 upward and to move the wire 19 through the rotation of the lower drive pulleys 17 and 18. Furthermore, a linear slide rail 20 extending in the vertical direction is attached to the front surface of the gantry frame 13 and at a position between the upper and lower drive pulleys 17 and 18, and the wire is attached to the linear slide rail 20. A slide block 21 locked to an intermediate portion on one side in the vertical direction of 19 is slidably engaged with the slide block 2 as the wire 19 moves.
1 can be displaced vertically along the linear slide rail 20.
【0016】更に、上記スライドブロック21の前面下
端部に、ロードセル内蔵ブロック22を取り付け、一
方、上記浮体2a側の取付ベース7上に、長さ方向(矢
印Y方向)へ延びるスライドレール23を敷設すると共
に、該スライドレール23にスライドブロック24を係
合させ、且つ該スライドブロック24と上記ロードセル
内蔵ブロック22との間に、幅方向に向くピッチ動作用
ヒンジ25と長さ方向に向くロール動作用ヒンジ26と
を有するクロスヒンジ機構としてのヒンジブロック27
を、それぞれL字状のブラケット28,29を介して連
結し、スライドブロック21の上下変位がヒンジブロッ
ク27、スライドブロック21を介し浮体2a側へ伝え
られるようにすると共に、浮体2aと2bの相対的なピ
ッチングとローリングがヒンジブロック27によって吸
収されるようにする。Further, a load cell built-in block 22 is attached to the lower end of the front surface of the slide block 21, and a slide rail 23 extending in the length direction (arrow Y direction) is laid on the attachment base 7 on the floating body 2a side. In addition, a slide block 24 is engaged with the slide rail 23, and a pitch operation hinge 25 oriented in the width direction and a roll operation oriented in the length direction are provided between the slide block 24 and the load cell built-in block 22. Hinge block 27 as a cross-hinge mechanism having a hinge 26
Are connected via L-shaped brackets 28 and 29, respectively, so that the vertical displacement of the slide block 21 can be transmitted to the floating body 2a side through the hinge block 27 and the slide block 21, and the relative movement of the floating bodies 2a and 2b. Pitching and rolling are absorbed by the hinge block 27.
【0017】なお、スライドレール23とスライドブロ
ック24との組み合わせは、すべての押引装置3に必要
なものではなく、図1(ロ)に示すように、2台1組で
使用する場合の如く、複数台1組で使用する場合には、
1台を固定ブロック24´とするものである。又、浮体
2aと2bとの間、及び2bと2cとの間にそれぞれ設
置した各2台宛の押引装置3は同期駆動されるようにし
てある。The combination of the slide rail 23 and the slide block 24 is not necessary for all the push / pull devices 3, but as shown in FIG. , When using multiple units as a set,
One unit is a fixed block 24 '. Further, the push / pull devices 3 for the two units installed between the floating bodies 2a and 2b and between the floating bodies 2b and 2c are driven synchronously.
【0018】今、たとえば、図1(ハ)に示す如く、ラ
ンダムな波30が右方から左方へ進行し、浮体2cに入
射したとすると、浮体2cは自身の固有周期の波に応答
し、同様に、浮体2b,2aもそれぞれ固有周期に対応
した波に応答して動揺することになる。したがって、浮
体2a,2b,2cの動揺は波のスペクトルによって様
々に変化する。すなわち、浮体2a,2b間、2b,2
c間はそれぞれ任意の相対揺れとなる。Now, for example, as shown in FIG. 1C, if a random wave 30 travels from the right to the left and enters the floating body 2c, the floating body 2c responds to the wave of its own natural period. Similarly, the floating bodies 2b and 2a also sway in response to the waves corresponding to their natural periods. Therefore, the fluctuations of the floating bodies 2a, 2b, 2c are variously changed depending on the spectrum of the wave. That is, between the floating bodies 2a and 2b, 2b and 2
Between c, there is an arbitrary relative vibration.
【0019】上記のように各浮体2a,2b,2cに動
揺が発生した場合、各浮体2a,2b,2c上に設置し
てある動揺検知センサーとしての角速度センサー4a,
4b,4cで角速度が検知され、隣接する各浮体間の角
速度が制御装置5を介して演算器6に入れられ、ここで
それぞれ動揺の大小が比較演算された後、演算結果に基
づき、動揺の小さい方の浮体を基準に動揺の大きい方の
浮体を上下方向から押し引きするように、制御装置5か
ら各押引装置3の電動モータ10へ作動指令が出力され
る。すなわち、浮体2a,2b間、2b,2c間相互の
揺れの大小が判断され、揺れが大きい浮体に制御力を与
え、その反力を揺れの小さい浮体で受けるようにさせる
ことにより、各浮体2a,2b,2cに作用するローリ
ングの動揺を均等に低減させることができる。したがっ
て、アンカーをとれないような海域でも浮体構造物2を
活用することができる。When the floating body 2a, 2b, 2c is shaken as described above, the angular velocity sensor 4a as a shaking detection sensor installed on each floating body 2a, 2b, 2c,
The angular velocities are detected by 4b and 4c, and the angular velocities between the adjacent floating bodies are entered into the calculator 6 via the control device 5, and the magnitudes of the shaking are respectively compared and calculated here. An operation command is output from the control device 5 to the electric motors 10 of the push / pull devices 3 so as to push and pull the larger floating body from the vertical direction based on the smaller floating body. That is, the magnitude of the mutual swing between the floating bodies 2a and 2b, 2b, and 2c is determined, a control force is applied to the floating body having a large swing, and the reaction force is received by the floating body having a small swing. , 2b, 2c can be reduced evenly. Therefore, the floating structure 2 can be utilized even in a sea area where an anchor cannot be taken.
【0020】上記の場合、たとえば、浮体2a,2b間
において、浮体2aの揺れが大きいときには、浮体2a
に制御力を与えるべく、電動モータ10に駆動指令が与
えられ、電動モータ10の駆動により、ドラム11の回
転力がワイヤ16を介して中間伝達プーリ15に伝えら
れ、更に、プーリ軸14、上部駆動プーリ17、ワイヤ
19、下部駆動プーリ18へと伝えられるため、ワイヤ
19の中間に係止されているスライドブロック21がリ
ニアスライドレール20に沿って上下変位させられる結
果、該スライドブロック21の上下変位がヒンジブロッ
ク27を介して浮体2aに制御力として伝えられること
になり、その反力が上記力伝達経路とは逆経路で浮体2
bに伝えられることになる。In the above case, for example, when the sway of the floating body 2a is large between the floating bodies 2a and 2b, the floating body 2a is
In order to give a control force to the electric motor 10, a drive command is given to the electric motor 10, and the driving force of the electric motor 10 causes the rotational force of the drum 11 to be transmitted to the intermediate transmission pulley 15 via the wire 16. Since it is transmitted to the drive pulley 17, the wire 19, and the lower drive pulley 18, the slide block 21 locked in the middle of the wire 19 is vertically displaced along the linear slide rail 20. As a result, the slide block 21 is vertically moved. The displacement is transmitted as a control force to the floating body 2a via the hinge block 27, and the reaction force is a path opposite to the force transmission path, and the floating body 2a receives the reaction force.
It will be transmitted to b.
【0021】上記においては、各浮体2a,2b,2c
の動揺をそれぞれ均等に低減させるよう制御したが、特
定の浮体、たとえば、浮体2bの動揺を集中的に低減さ
せるようにする場合は、各押引装置3によって浮体2b
に制御力を与えて、その反力を浮体2a,2cに受けさ
せるようにする。この場合、すべての浮体2a,2b,
2cの動揺を低減させる必要のないとき等に有利とな
る。In the above, each floating body 2a, 2b, 2c
However, in the case where the fluctuation of a specific floating body, for example, the floating body 2b is intensively reduced, the floating body 2b is controlled by each push / pull device 3.
A control force is applied to the floating bodies 2a and 2c to receive the reaction force. In this case, all floating bodies 2a, 2b,
This is advantageous when it is not necessary to reduce the fluctuation of 2c.
【0022】又、上記においては、動揺検知センサーと
して角速度センサーを用いた場合を示したが、角加速度
センサーを用いてその信号を1回積分し角加速度で制御
するようにしたり、あるいは、角加速度センサー又は角
速度センサーの信号を微分して角加速度信号として制御
するようにしてもよい。更に、押引装置3は力で制御し
ているが、角変位で制御するようにしてもよい。すなわ
ち、角速度センサーを使用した場合は、検出した角速度
信号を1回積分して角変位信号を作るようにし、又、角
加速度センサーを使用した場合は、検出した角加速度信
号を2回積分して角変位信号を作るようにし、一方、角
変位センサーを使用した場合は、直接角変位信号を用い
て押引装置3を変位制御するようにしてもよい。Further, in the above, the case where the angular velocity sensor is used as the motion detection sensor is shown. However, the signal is integrated once by using the angular acceleration sensor to control the angular acceleration, or the angular acceleration is used. The signal of the sensor or the angular velocity sensor may be differentiated and controlled as an angular acceleration signal. Further, although the push / pull device 3 is controlled by force, it may be controlled by angular displacement. That is, when the angular velocity sensor is used, the detected angular velocity signal is integrated once to create an angular displacement signal, and when the angular acceleration sensor is used, the detected angular acceleration signal is integrated twice. The angular displacement signal may be generated, and when the angular displacement sensor is used, the displacement of the push / pull device 3 may be directly controlled using the angular displacement signal.
【0023】更に、上記動揺検知センサーとして、各浮
体2a,2b,2cの近傍に波高計を設置し、波高と周
期を制御装置5を介して演算器6に取り込み、該演算器
6であらかじめ各浮体2a,2b,2cの動揺量を算出
し、その算出結果を基に押引装置3へあらかじめ制御力
を与えて、浮体2a,2b,2cの動揺を低減させるよ
うにするフィードフォワード制御を行わせるようにして
もよい。又、この場合、上述した角加速度、角速度、角
変位制御のいずれか、あるいは組み合せて付加させるよ
うにしてもよい。Further, as the shaking detection sensor, a wave height meter is installed in the vicinity of each floating body 2a, 2b, 2c, and the wave height and period are taken into the arithmetic unit 6 via the control unit 5, and the arithmetic unit 6 preliminarily calculates the wave height and period. Feed-forward control is performed to calculate the amount of sway of the floating bodies 2a, 2b, 2c, and based on the result of the calculation, apply a control force to the push / pull device 3 in advance to reduce the sway of the floating bodies 2a, 2b, 2c. You may allow it. Further, in this case, any one of the above-mentioned angular acceleration, angular velocity, and angular displacement control or a combination thereof may be added.
【0024】したがって、上記各制御のうちから海象条
件に応じた任意の最適制御を選択することにより、各浮
体2a,2b,2cの動揺を効果的に低減することがで
きる。Therefore, it is possible to effectively reduce the sway of each floating body 2a, 2b, 2c by selecting any optimum control according to the sea condition from the above-mentioned respective controls.
【0025】次に、図3は本発明の実施の他の形態を示
すもので、上記実施の形態で示した押引装置3とは異な
る構造の押引装置3´を浮体2aと2bとの間に設置し
た場合を示す。すなわち、浮体2aの端部に、浮体2b
側へ向けて水平に張り出す連結用台盤31を設け、又、
浮体2bの端部に、上記連結用台盤31を左右から挟む
如き連結用台盤32を、浮体2a側へ張り出すように設
け、該浮体2bの各連結用台盤32上の各2個所宛の計
4個所に、取付ベース33を介して支柱34を立設し、
幅方向に並ぶ支柱34を中間連結ビーム35で連結する
と共に、長さ方向に並ぶ支柱34を頂部連結ビーム36
と中間連結ビーム37で連結して、浮体2b側に支持架
構38を構成し、且つ該支持架構38における上記幅方
向の中間連結ビーム35の内側面に、上下方向のリニア
ガイド39を、幅方向に所要間隔を隔てて取り付け、一
方、上記浮体2aの連結用台盤31上の幅方向2個所
に、ベースブラケット48を固設し、該ベースブラケッ
ト48に、球面軸受内蔵取付ブラケット40を介して架
台41を長さ方向へ揺動自在に取り付け、該架台41の
4隅に、上記各リニアガイド39に係合させるようにし
たレール柱42を立設し、且つ該各レール柱42の長さ
方向対向面部に、ラック43を上下方向に沿わせて固設
して、該各ラック43にピニオン44をそれぞれ噛合さ
せ、幅方向の各ピニオン44を幅方向に延びるピニオン
軸45に取り付けて、該ピニオン軸45の両端部を、支
持架構38の長さ方向の中間連結ビーム37上に設置し
た電動モータ46に、減速機47を介して連結し、図1
(ロ)に示した制御装置5からの作動指令で電動モータ
46を駆動することにより、該電動モータ46の駆動力
を減速機47、ピニオン軸45、ピニオン44を介しラ
ック43に伝え、更に、該ラック43と一体にレール柱
42を上下方向に変位させて、その変位が架台41、球
面軸受内蔵取付ブラケット40、ベースブラケット48
を介し浮体2aに伝えられることで、浮体2aと2bと
の間で相対的に上下変位が与えられるようにしたもので
ある。Next, FIG. 3 shows another embodiment of the present invention, in which a push-pull device 3'having a structure different from that of the push-pull device 3 shown in the above-mentioned embodiment is used for floating bodies 2a and 2b. The case where it is installed in between is shown. That is, the floating body 2b is attached to the end of the floating body 2a.
A connecting base 31 that horizontally projects toward the side is provided, and
At the end of the floating body 2b, connecting bases 32 for sandwiching the connecting base 31 from the left and right are provided so as to project toward the floating body 2a side, and two places on each connecting base 32 of the floating body 2b. The columns 34 are erected at a total of four locations via the mounting base 33,
The columns 34 arranged in the width direction are connected by the intermediate connecting beam 35, and the columns 34 arranged in the length direction are connected to the top connecting beam 36.
And the intermediate connecting beam 37 to form a support frame 38 on the side of the floating body 2b, and a vertical linear guide 39 is provided on the inner surface of the intermediate frame beam 35 in the width direction of the support frame 38 in the vertical direction. On the other hand, base brackets 48 are fixedly installed at two positions in the width direction on the connecting base 31 of the floating body 2a, and the base bracket 48 is mounted on the base bracket 48 via a spherical bearing built-in mounting bracket 40. A pedestal 41 is attached so as to be swingable in the length direction, and rail posts 42 adapted to be engaged with the linear guides 39 are erected at four corners of the pedestal 41, and the length of each rail post 42 is set. The racks 43 are fixedly installed along the vertical direction on the surface facing each other in the vertical direction, the pinions 44 are engaged with the racks 43, and the pinions 44 in the width direction are attached to the pinion shafts 45 extending in the width direction. Both end portions of the pinion shaft 45, the electric motor 46 which is placed on the intermediate connecting beam 37 in the longitudinal direction of the support Frames 38, linked via a reduction gear 47, FIG. 1
By driving the electric motor 46 by the operation command from the control device 5 shown in (b), the driving force of the electric motor 46 is transmitted to the rack 43 via the speed reducer 47, the pinion shaft 45, and the pinion 44, and further, The rail post 42 is vertically displaced together with the rack 43, and the displacement is caused by the mount 41, the spherical bearing built-in mounting bracket 40, and the base bracket 48.
By being transmitted to the floating body 2a via the, the vertical displacement is relatively applied between the floating bodies 2a and 2b.
【0026】図3に示す押引装置3´を用いても、上記
実施の形態の場合と同様な作用効果が奏し得られる。Even if the push-pull device 3'shown in FIG. 3 is used, the same operational effect as in the above-mentioned embodiment can be obtained.
【0027】なお、上記実施の形態では、隣接する浮体
相互の固有周期を異ならせるために、浮体2bの分割幅
を浮体2a(=2c)の分割幅よりも長くした場合を示
したが、各浮体2a,2b,2cの分割幅をそれぞれ異
ならせるようにしたり、各浮体2a,2b,2cの分割
幅は等しくして、押引装置3や3´自体の重量やこれら
を含む載荷構造物重量をそれぞれ異ならせるようにして
もよいこと、又、長さはそれぞれ任意でよいこと、更
に、浮体構造物の分割数、形状等は実施の形態に示した
もののみに限定されないこと、更に又、浮体の分割部同
士を連結する押引装置3や3´は、浮体の大きさや形状
に応じて任意の数を設置できること、その他本発明の要
旨を逸脱しない範囲内において種々変更を加え得ること
は勿論である。In the above embodiment, the division width of the floating body 2b is made longer than the division width of the floating body 2a (= 2c) in order to make the natural periods of the adjacent floating bodies different from each other. The division widths of the floating bodies 2a, 2b, 2c are made different from each other, or the division widths of the respective floating bodies 2a, 2b, 2c are made equal to each other, and the weight of the push / pull device 3 or 3 ′ itself or the weight of a loading structure including them. May be different from each other, the length may be arbitrary, further, the number of divisions of the floating structure, the shape, etc. are not limited to those shown in the embodiment, The push-pull device 3 or 3'connecting the divided parts of the floating body can be installed in any number depending on the size and shape of the floating body, and various changes can be made without departing from the scope of the present invention. Of course.
【0028】[0028]
【発明の効果】以上述べた如く、本発明によれば、水平
方向に分割した複数の浮体からなり且つ隣接する浮体相
互の固有周期が異なるようにしてある浮体構造物の上記
隣接する浮体の分割部同士を、上下方向に作動する押引
装置で連結し、上記隣接する浮体の動揺を検知して、動
揺の大きい方の浮体に上下方向から押し引きするように
する制御力を加えて動揺の小さい方の浮体に反力を受け
もたせることにより、各浮体の動揺を低減させるように
する浮体構造物の動揺低減方法とし、又、水平方向に分
割した複数の浮体からなり且つ隣接する浮体相互の固有
周期が異なるようにしてある浮体構造物の上記隣接する
浮体の分割部同士を、上下方向に作動する押引装置で連
結し、且つ上記各浮体の動揺を検知する動揺検知センサ
ーを所要個所に設置し、更に、該動揺検知センサーの信
号を基に上記押引装置へ作動指令を与える制御装置を備
えた構成を有する浮体構造物の動揺低減装置としてある
ので、分割浮体の動揺を低減することができて、浮体上
の構造物に作用する加速度を小さくすることができ、こ
れにより、浮体上の構造物の強度を低減できること、浮
体構造物に揺れ低減用のアンカーをとる必要がないこと
から、全体の工事費を安価にすることができ、アンカー
をとれないような海域でも浮体構造物を活用できるこ
と、災害時等には浮体構造物を任意の場所へ移動させる
ことができることから、浮体構造物を海象条件によらず
有効に活用することができる。又、1つの浮体を特定の
浮体として、該特定の浮体に少なくとも2つの浮体を隣
接させ、特定の浮体のみに制御力を与えるようにするこ
とによって、特定の浮体のみの動揺を低減させることが
できるので、すべての浮体の動揺を低減する必要がない
場合に、押引装置の能力を低減することができ、押引装
置を安価に製作することができる、という優れた効果を
発揮する。As described above, according to the present invention, the division of the adjacent floating bodies of the floating body structure, which is composed of a plurality of floating bodies divided in the horizontal direction, and the natural periods of the adjacent floating bodies are different from each other. The parts are connected by a push-pull device that operates in the up-down direction, detect the sway of the adjacent floating body, and apply a control force that pushes and pulls the floating body with the larger sway from the up-down direction. A method for reducing the sway of a floating structure in which the smaller buoyant body receives a reaction force to reduce the sway of each floating body. The divided parts of the adjacent floating bodies of the floating structure having different natural periods are connected to each other by a push-pull device that operates in the vertical direction, and a shaking detection sensor for detecting the shaking of each floating body is provided at a required position. Setting Further, since it is a motion reducing device for a floating structure having a control device that gives an operation command to the push / pull device based on the signal of the motion detection sensor, the motion of the divided floating body can be reduced. Therefore, it is possible to reduce the acceleration acting on the structure on the floating body, whereby the strength of the structure on the floating body can be reduced, and it is not necessary to use an anchor for reducing the shake in the floating structure. The total construction cost can be reduced, the floating structure can be used even in sea areas where anchors cannot be taken, and the floating structure can be moved to any place in the event of a disaster. Can be effectively used regardless of sea conditions. Further, by using one floating body as a specific floating body and adjoining at least two floating bodies to the specific floating body so as to give a control force to only the specific floating body, it is possible to reduce the fluctuation of only the specific floating body. Therefore, when it is not necessary to reduce the fluctuation of all the floating bodies, the ability of the push-pull device can be reduced, and the push-pull device can be manufactured at low cost, which is an excellent effect.
【図1】本発明の浮体構造物の動揺低減装置の実施の一
形態を示すもので、(イ)は基地に取り付けられた浮体
構造物の概略平面図、(ロ)は1つの浮体構造物部分を
拡大して示す平面図、(ハ)は(ロ)のA−A方向矢視
図である。FIG. 1 shows an embodiment of a motion reducing apparatus for a floating structure according to the present invention, in which (a) is a schematic plan view of a floating structure attached to a base, and (b) is one floating structure. The top view which expands and shows a part, (c) is an AA arrow line view of (b).
【図2】浮体構造物を構成する分割浮体の連結部に設置
した押引装置の一例を示すもので、(イ)は側面図、
(ロ)は(イ)のB−B方向矢視図、(ハ)は(イ)の
C−C方向矢視図である。FIG. 2 is a view showing an example of a push-pull device installed at a connecting portion of divided floating bodies constituting a floating structure, (a) being a side view,
(B) is a BB direction arrow view of (A), (C) is a CC direction arrow view of (A).
【図3】本発明の実施の他の形態を示す概要図である。FIG. 3 is a schematic diagram showing another embodiment of the present invention.
2 浮体構造物
2a,2b,2c 浮体
3,3´ 押引装置
4a,4b,4c 角速度センサー(動揺検知センサ
ー)
5 制御装置2 Floating body structure 2a, 2b, 2c Floating body 3, 3'Push / pull device 4a, 4b, 4c Angular velocity sensor (motion detection sensor) 5 Control device
───────────────────────────────────────────────────── フロントページの続き (73)特許権者 000000974 川崎重工業株式会社 兵庫県神戸市中央区東川崎町3丁目1番 1号 (73)特許権者 591210600 川田工業株式会社 富山県東砺波郡福野町苗島4610番地 (73)特許権者 000002107 住友重機械工業株式会社 東京都品川区北品川五丁目9番11号 (73)特許権者 591099212 片山ストラテック株式会社 大阪府大阪市大正区南恩加島6丁目2番 21号 (73)特許権者 000142595 株式会社栗本鐵工所 大阪府大阪市西区北堀江1丁目12番19号 (73)特許権者 000006655 新日本製鐵株式会社 東京都千代田区大手町2丁目6番3号 (73)特許権者 000001199 株式会社神戸製鋼所 兵庫県神戸市中央区脇浜町二丁目10番26 号 (73)特許権者 000005119 日立造船株式会社 大阪府大阪市住之江区南港北1丁目7番 89号 (73)特許権者 000142492 駒井鉄工株式会社 大阪府大阪市港区磯路2丁目20番21号 (73)特許権者 000006208 三菱重工業株式会社 東京都港区港南二丁目16番5号 (73)特許権者 000000099 石川島播磨重工業株式会社 東京都千代田区大手町2丁目2番1号 (72)発明者 古川 忠稔 大阪府吹田市山田丘二丁目1番地 大阪 大学 大学院工学研究科内 (72)発明者 牟田口 勝生 広島県呉市光町五丁目17番地 石川島播 磨重工業株式会社 呉新宮工場内 (72)発明者 小池 裕二 神奈川県横浜市磯子区新中原町1番地 石川島播磨重工業株式会社 機械・プラ ント開発センター内 (56)参考文献 特開 平10−196158(JP,A) (58)調査した分野(Int.Cl.7,DB名) B63B 35/00 ─────────────────────────────────────────────────── ─── Continuation of the front page (73) Patent holder 000000974 Kawasaki Heavy Industries, Ltd. 3-1-1 Higashikawasaki-cho, Chuo-ku, Kobe-shi, Hyogo (73) Patent holder 591210600 Kawada Industry Co., Ltd. Fukuno-cho, Higashitonami-gun, Toyama Prefecture Naeshima 4610 (73) Patent holder 000002107 Sumitomo Heavy Industries, Ltd. 5-9-11 Kitashinagawa, Shinagawa-ku, Tokyo (73) Patent holder 591099212 Katayama Stratec Co., Ltd. 6 Minamienkajima, Taisho-ku, Osaka-shi, Osaka 2-21 (73) Patent holder 000142595 Kurimoto Iron Works Co., Ltd. 12-12 Kitahori, Nishi-ku, Osaka-shi, Osaka (73) Patent holder 000006655 Nippon Steel Corporation Otemachi, Chiyoda-ku, Tokyo 2-3-6 (73) Patent holder 000001199 Kobe Steel, Ltd. Kobe Steel, Ltd. Hyogo Prefecture Chuo-ku Wakihama-cho 2-1026 (73) Patent holder 000005119 Hitachi Zosen Co., Ltd. 1-789 Minami Kohoku, Suminoe-ku, Osaka-shi, Osaka (73) Patent holder 000142492 Komai Iron Works Co., Ltd. 2-20-21, Isoji, Minato-ku, Osaka-shi, Osaka (73) Patent holder 000006208 Mitsubishi Heavy Industries Ltd. Company 2-16-5 Konan, Minato-ku, Tokyo (73) Patent holder 000000099 Ishikawajima-Harima Heavy Industries Co., Ltd. 2-2-1 Otemachi, Chiyoda-ku, Tokyo (72) Inventor Tadatoshi Furukawa Yamadaoka, Suita-shi, Osaka 2-chome 1 Graduate School of Engineering, Osaka University (72) Inventor Katsuo Mutaguchi 5-17 Kitsumachi, Kure City, Hiroshima Prefecture Ishikawajima Harima Heavy Industries Co., Ltd.Kure Shingu Factory (72) Inventor Yuji Koike Yokohama City, Kanagawa Prefecture No. 1 Shin-Nakahara-cho, Isogo-ku, Ishikawajima-Harima Heavy Industries Co., Ltd., Machinery & Plant Development Center (56) Reference JP-A-10-196158 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) ) B63B 35/00
Claims (3)
且つ隣接する浮体相互の固有周期が異なるようにしてあ
る浮体構造物の上記隣接する浮体の分割部同士を、上下
方向に作動する押引装置で連結し、上記隣接する浮体の
動揺を検知して、動揺の大きい方の浮体に上下方向から
押し引きするようにする制御力を加えて動揺の小さい方
の浮体に反力を受けもたせることにより、各浮体の動揺
を低減させるようにすることを特徴とする浮体構造物の
動揺低減方法。1. A push-pull which vertically operates the divided portions of the adjacent floating bodies of a floating structure which is composed of a plurality of horizontally divided floating bodies and has different natural periods from each other. Connect with a device, detect the sway of the adjacent floating bodies, and add a control force to push and pull the floating body with the larger sway from the up and down direction so that the floating body with the smaller sway receives the reaction force. According to the method, the fluctuation of the floating structure is reduced.
の浮体に少なくとも2つの浮体を隣接させ、特定の浮体
のみに制御力を与えるようにする請求項1記載の浮体構
造物の動揺低減方法。2. The fluctuation reduction of a floating body structure according to claim 1, wherein one floating body is a specific floating body, and at least two floating bodies are adjacent to the specific floating body, and a control force is applied only to the specific floating body. Method.
且つ隣接する浮体相互の固有周期が異なるようにしてあ
る浮体構造物の上記隣接する浮体の分割部同士を、上下
方向に作動する押引装置で連結し、且つ上記各浮体の動
揺を検知する動揺検知センサーを所要個所に設置し、更
に、該動揺検知センサーの信号を基に上記押引装置へ作
動指令を与える制御装置を備えた構成を有することを特
徴とする浮体構造物の動揺低減装置。3. A push-pull which vertically operates the divided portions of the adjacent floating bodies of a floating structure which is composed of a plurality of floating bodies divided in the horizontal direction and has different natural periods from each other. A configuration in which a vibration detection sensor for detecting fluctuation of each of the above-mentioned floating bodies is connected to a device and installed at a required position, and further a control device for giving an operation command to the push-pull device based on a signal of the vibration detection sensor is provided. A motion reducing device for a floating structure, comprising:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000117773A JP3469162B2 (en) | 2000-04-19 | 2000-04-19 | Method and apparatus for reducing motion of floating structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000117773A JP3469162B2 (en) | 2000-04-19 | 2000-04-19 | Method and apparatus for reducing motion of floating structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001301689A JP2001301689A (en) | 2001-10-31 |
JP3469162B2 true JP3469162B2 (en) | 2003-11-25 |
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JP2000117773A Expired - Fee Related JP3469162B2 (en) | 2000-04-19 | 2000-04-19 | Method and apparatus for reducing motion of floating structure |
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