JPH07329880A - Anti-rolling device for floating body type structure - Google Patents

Anti-rolling device for floating body type structure

Info

Publication number
JPH07329880A
JPH07329880A JP15164594A JP15164594A JPH07329880A JP H07329880 A JPH07329880 A JP H07329880A JP 15164594 A JP15164594 A JP 15164594A JP 15164594 A JP15164594 A JP 15164594A JP H07329880 A JPH07329880 A JP H07329880A
Authority
JP
Japan
Prior art keywords
casing
floating structure
fixed
damper
cylindrical body
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.)
Withdrawn
Application number
JP15164594A
Other languages
Japanese (ja)
Inventor
Masami Matsuura
正己 松浦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP15164594A priority Critical patent/JPH07329880A/en
Publication of JPH07329880A publication Critical patent/JPH07329880A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE:To reduce rolling of a floating body type structure especially in its mooring state concerning the floating body the structure used in a building, a plant, etc. CONSTITUTION:A hydrodynamic damper 10 is provided to reduce rolling of a floating body type structure 1 moored to a mooring pole 3 through a fender 2, the damper 10 is furnished with a casing 19 filled with working fluid and a revolving arm 11 capable of relatively carrying out reciprocal revolution 14, and a head end engagement element 11a of the revolving arm 11 is devised to be horizontally guided along a guide rail 12. When rolling 9 by wind 4 and a wave 5 is caused on a structure 1, a revolution axis 15 integrated with the revolving arm 11 is reciprocally revolved and flowing resistance of the working fluid is generated on an orifice of an rocking member in the casing 19, and the rolling 9 of the structure 1 is restrained.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、浮体式のビルやプラン
ト,浮桟橋等に適用される浮体式構造物、その他一般の
浮体式構造物に関し、特にその係留状態での動揺を減少
させるようにした、浮体式構造物用減揺装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating structure applied to a floating building or plant, a floating pier, etc., and other general floating structures, and more particularly to reducing the shaking in a moored state. The present invention relates to a vibration control device for a floating structure.

【0002】[0002]

【従来の技術】図4(平面図)および図5(立面図)は
従来の浮体式構造物の係留状態を示している。図4,5
に示すように、従来の浮体式構造物1は係留柱3にフェ
ンダー2を介して係留されているだけで、十分な減揺手
段を施されていない。
2. Description of the Related Art FIG. 4 (plan view) and FIG. 5 (elevation view) show a mooring state of a conventional floating structure. Figures 4 and 5
As shown in FIG. 5, the conventional floating structure 1 is only moored to the mooring columns 3 via the fenders 2, and is not provided with sufficient vibration damping means.

【0003】[0003]

【発明が解決しようとする課題】自然環境条件下にて係
留される浮体式構造物1には、風4や波5等による外力
が作用する。その外力の影響により左右揺れ8や横揺れ
9が浮体式構造物1に発生する。浮体式構造物1は水面
7の付近でフェンダー2により係止されているため、横
揺れ9によって浮体式構造物1の上層部での水平運動が
大きくなる。横揺れ9には固有周期(通常は数秒位)が
あり、この固有周期付近での運動が暴風時に引き起こさ
れると、浮体式構造物1の動揺が激しくなり、その稼働
率が低くなる原因となっている。また横揺れ9による浮
体式構造物1の上層部での水平運動を許容範囲内に押さ
えるために浮体式構造物1の高層化が妨げられ、その経
済性が損なわれる要因になっている。
The floating structure 1 moored under natural environmental conditions is subjected to external forces such as wind 4 and waves 5. Due to the influence of the external force, lateral vibration 8 and lateral vibration 9 occur in the floating structure 1. Since the floating structure 1 is locked by the fender 2 in the vicinity of the water surface 7, the horizontal motion in the upper layer portion of the floating structure 1 becomes large due to the rolling 9. The sway 9 has a natural period (usually about several seconds), and if motion near this natural period is triggered during a windstorm, the floating structure 1 will vibrate violently and its operating rate will decrease. ing. Further, in order to suppress the horizontal motion in the upper layer portion of the floating structure 1 due to the rolling motion 9 within the allowable range, the rise of the floating structure 1 is hindered, which is a factor that impairs its economical efficiency.

【0004】本発明は、上述のような問題点の解消をは
かろうとするもので、係留柱に係留された浮体式構造物
の風力や波力等による動揺を十分に抑制できるようにし
て、その高層化や稼働率の向上をはかれるようにした浮
体式構造物用減揺装置を提供することを目的とする。
The present invention is intended to solve the above-mentioned problems, and it is possible to sufficiently suppress the sway of a floating structure moored to a mooring column due to wind force or wave force. It is an object of the present invention to provide an anti-swing device for a floating structure, which is capable of increasing the number of layers and improving the operating rate.

【0005】[0005]

【課題を解決するための手段】前述の目的を達成するた
め、本発明の浮体式構造物用減揺装置は、係留柱にフェ
ンダーを介して係留された浮体式構造物の動揺を減少さ
せるべく、上記の係留柱と浮体式構造物との相互間に架
設された流体式ダンパーをそなえ、同ダンパーが、内部
に作動流体を充填されたケーシングと、同ケーシングを
液密に貫通する水平な回動軸と、上記ケーシングの内部
を複数の流体室に仕切りながら上記回動軸の往復回動に
伴い同回動軸と連係して揺動しうる揺動部材と、上記複
数の流体室の相互間における作動流体の流通を規制すべ
く上記揺動部材に形成されたオリフィスと、上記ケーシ
ングの外部で上記回動軸に基端を固着された回動腕と、
同回動腕の先端の係合子をほぼ水平方向に案内するガイ
ドレールとで構成されて、上記の浮体式構造物および係
留柱の一方に上記ケーシングが設けられるとともに、他
方に上記ガイドレールが設けられたことを特徴としてい
る。
In order to achieve the above-mentioned object, the swinging device for a floating structure according to the present invention is intended to reduce the shaking of a floating structure moored to a mooring column through a fender. , A fluid damper installed between the mooring column and the floating structure, the damper having a casing filled with a working fluid therein, and a horizontal rotary member penetrating the casing in a liquid-tight manner. A moving shaft, a swing member that partitions the inside of the casing into a plurality of fluid chambers, and can swing in association with the reciprocating rotation of the rotating shaft in association with the rotating shaft, and the plurality of fluid chambers. An orifice formed in the rocking member to regulate the flow of the working fluid between them, and a rotating arm having a proximal end fixed to the rotating shaft outside the casing,
A guide rail that guides the engaging element at the tip of the rotating arm in a substantially horizontal direction. One of the floating structure and the mooring column is provided with the casing, and the other is provided with the guide rail. It is characterized by being done.

【0006】また、本発明の浮体式構造物用減揺装置
は、上記ケーシングがほぼ水平な中心軸線を有する円筒
体として形成されて、上記回動軸が上記中心軸線に沿い
配設されるとともに、上記揺動部材が上記回動軸に固着
されて上記円筒体の内周面に沿い摺動しうる回動翼とし
て形成され、上記ケーシングの内壁に固設されて上記回
動軸に摺接する固定仕切壁と上記回動翼とで上記流体室
が仕切られたことを特徴としている。
Further, in the floating structure type vibration damping device of the present invention, the casing is formed as a cylindrical body having a substantially horizontal central axis, and the rotating shaft is disposed along the central axis. The swing member is fixed to the rotary shaft and is formed as a rotary blade that can slide along the inner peripheral surface of the cylindrical body, and is fixed to the inner wall of the casing and slidably contacts the rotary shaft. The fluid chamber is partitioned by the fixed partition wall and the rotating blade.

【0007】さらに本発明の浮体式構造物用減揺装置
は、上記ケーシングが竪形筒状体として形成され、上記
揺動部材が上記ケーシングの鉛直内壁面に沿い上下に揺
動しうるピストンとして形成されて、同ピストンに先端
を枢着されるとともに基端を上記回動軸に固着された係
合腕が設けられていることを特徴としている。
Further, in the vibration damping device for a floating structure according to the present invention, the casing is formed as a vertical cylindrical body, and the swing member is a piston capable of swinging up and down along a vertical inner wall surface of the casing. It is characterized in that it is provided with an engaging arm whose tip is pivotally attached to the piston and whose base end is fixed to the rotary shaft.

【0008】[0008]

【作用】上述の本発明の浮体式構造物用減揺装置では、
フェンダーを介し係留柱に係留された浮体式構造物が風
力等により動揺し始めると、ダンパーにおける回動腕が
その先端の係合子をガイドレールに沿い水平に案内され
ながらダンパーのケーシングに対し往復回動を行なうの
で、同回動軸と連係する揺動部材も上記ケーシング内で
揺動して、同ケーシング内の流体室の相互間でオリフィ
スを通じ作動流体の規制された移動が行なわれるように
なる。その際、オリフィスで生じる作動流体の流通抵抗
(粘性抵抗)により、回動腕の往復回動の抑制が行なわ
れるようになり、これに伴い浮体式構造物の動揺を減少
させる作用が行なわれる。
In the above-described swinging device for a floating structure according to the present invention,
When the floating structure moored to the mooring column via the fender begins to sway due to wind force, etc., the rotating arm of the damper reciprocates with respect to the casing of the damper while the engaging element at its tip is guided horizontally along the guide rail. Since the movement is performed, the rocking member that is linked to the rotary shaft also rocks in the casing, and the regulated movement of the working fluid is performed between the fluid chambers in the casing through the orifice. . At this time, the circulation resistance (viscous resistance) of the working fluid generated at the orifice suppresses the reciprocating rotation of the rotating arm, and accordingly, the motion of the floating structure is reduced.

【0009】また上記ケーシングが水平な円筒体として
形成され、同円筒体の内周面に沿い摺動する回動翼を上
記回動軸がそなえている場合は、浮体式構造物の動揺に
伴い上記円筒体に対し相対的に回動軸が往復回動を行な
うと、上記回動翼も上記円筒体の内周壁に沿い往復旋回
して、同回動翼に形成されたオリフィスにおける作動流
体の流通抵抗により、浮体式構造物の動揺が効率よく抑
制されるようになる。
Further, when the casing is formed as a horizontal cylindrical body and the rotary shaft is provided with rotary blades that slide along the inner peripheral surface of the horizontal cylinder, the floating structure is shaken. When the rotary shaft reciprocally rotates relative to the cylindrical body, the rotary blade also reciprocates along the inner peripheral wall of the cylindrical body, and the working fluid in the orifice formed in the rotary blade is Due to the flow resistance, the sway of the floating structure can be efficiently suppressed.

【0010】さらに、上記ケーシングが竪形筒状体とし
て形成され、同筒状体の鉛直内壁面に沿い往復摺動する
ピストンに、上記回動軸が上記係合腕を介し連係されて
いる場合は、浮体式構造物の動揺に伴い上記筒状体に対
し上記回動軸が相対的に往復回動すると、上記ピストン
も上記筒状体内で上下に往復動し、同ピストンに形成さ
れたオリフィスにおける作動流体の流通抵抗により、浮
体式構造物の動揺が抑制されるのである。
Further, in the case where the casing is formed as a vertical cylindrical body, and the rotating shaft is linked to the piston that reciprocally slides along the vertical inner wall surface of the cylindrical body through the engaging arm. When the rotating shaft reciprocally rotates relative to the cylindrical body due to the shaking of the floating structure, the piston also reciprocates up and down in the cylindrical body, and the orifice formed in the piston. The flow resistance of the working fluid in 1 suppresses the sway of the floating structure.

【0011】[0011]

【実施例】以下図面により本発明の実施例について説明
すると、図1は本発明の第1実施例としての浮体式構造
物用減揺装置を示す側面図、図2は図1の装置の要部を
拡大して示す縦断面図であり、図3は本発明の第2実施
例としての浮体式構造物用減揺装置の要部を図2に対応
させて示す縦断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing an anti-swing device for a floating structure as a first embodiment of the present invention, and FIG. FIG. 3 is an enlarged vertical cross-sectional view showing a portion thereof, and FIG. 3 is a vertical cross-sectional view showing a main portion of a vibration control device for a floating structure as a second embodiment of the present invention, corresponding to FIG.

【0012】まず、本発明の第1実施例について説明す
ると、図1に示すように、本実施例の場合も水面7に浮
かぶ浮体式構造物1は係留柱3にフェンダー2を介して
係留されている。そして、風4や波5の外力による浮体
式構造物1の横揺れ9を減少させるように、係留柱3と
浮体式構造物1との相互間に流体式ダンパー10が架設さ
れている。
First, the first embodiment of the present invention will be described. As shown in FIG. 1, also in this embodiment, the floating structure 1 floating on the water surface 7 is moored to the mooring column 3 via the fender 2. ing. A fluid damper 10 is installed between the mooring column 3 and the floating structure 1 so as to reduce the rolling 9 of the floating structure 1 due to the external force of the wind 4 and the waves 5.

【0013】ダンパー10は、内部に油や水などの作動流
体を充填されて浮体式構造物1に載置固定されたケーシ
ング19と、同ケーシング19に付設されて相対的に回動し
うる回動腕11とをそなえ、同回動腕11の先端の係合子11
aは係留柱3の上面に載置固定されたガイドレール12に
沿い水平方向に案内されるようになっている。図2に示
すように、ケーシング19は水平な中心軸線を有する円筒
体として形成され、同ケーシング19の中心軸線に沿うよ
うに水平に配設された回動軸15は、同ケーシング19の端
壁を液密に貫通しており、同ケーシング19の外部で回動
軸15に回動腕11の基端が固着されている。
The damper 10 is provided with a casing 19 which is filled with a working fluid such as oil or water and is mounted and fixed on the floating structure 1, and a damper attached to the casing 19 and rotatable relative to each other. The moving arm 11 and the engaging member 11 at the tip of the rotating arm 11
A is guided horizontally along a guide rail 12 mounted and fixed on the upper surface of the mooring column 3. As shown in FIG. 2, the casing 19 is formed as a cylindrical body having a horizontal central axis, and the rotary shaft 15 horizontally arranged along the central axis of the casing 19 has an end wall of the casing 19. Is penetrated in a liquid-tight manner, and the base end of the rotating arm 11 is fixed to the rotating shaft 15 outside the casing 19.

【0014】ケーシング19の内部には、回動軸15の往復
回動に伴い同回動軸15と連係して揺動(往復回動)しう
る回動翼としての揺動部材16が設けられており、本実施
例では揺動部材16は回動軸15に固着されている。そし
て、揺動部材16は、ケーシング19の内壁に固設されて回
動軸15に摺接する固定仕切壁19aとともに、ケーシング
19内を複数の流体室18に仕切っている。また、揺動部材
16には流体室18の相互間を連通するオリフィス17が形成
されている。
Inside the casing 19, there is provided a swinging member 16 as a swinging blade capable of swinging (reciprocatingly swinging) in association with the rotary shaft 15 as the rotary shaft 15 reciprocates. In this embodiment, the swing member 16 is fixed to the rotary shaft 15. The rocking member 16 is fixed to the inner wall of the casing 19 and the fixed partition wall 19a slidably contacting the rotating shaft 15 together with the casing.
The inside of 19 is partitioned into a plurality of fluid chambers 18. Also, the swing member
An orifice 17 is formed in the fluid passage 16 so that the fluid chambers 18 communicate with each other.

【0015】第1実施例としての浮体式構造物用減揺装
置は上述のように構成されているので、外力により浮体
式構造物1に横揺れ9を生じると、ケーシング19に上下
揺れ13を生じて、回動腕11はその先端の係合子11aをガ
イドレール12に沿って水平に往復動させながらケーシン
グ19に対して往復回動14を起こすようになる。
Since the floating structure type vibration damping device according to the first embodiment is constructed as described above, when the rolling structure 9 rolls on the floating structure 1 due to an external force, the casing 19 moves up and down 13. As a result, the rotating arm 11 makes a reciprocating rotation 14 with respect to the casing 19 while horizontally reciprocating the engaging element 11a at the tip thereof along the guide rail 12.

【0016】したがって、回動軸15と連係する揺動部材
16もケーシング19内で揺動して、同ケーシング19内の流
体室18の相互間でオリフィス17を通じ作動流体の規制さ
れた移動が行なわれるようになる。その際、オリフィス
17で生じる作動流体の流通抵抗により、回動腕15の往復
回動の抑制が行なわれるようになり、これに伴い浮体式
構造物1の動揺が抑制されるようになる。
Therefore, the swinging member that is associated with the rotating shaft 15
16 also swings in the casing 19, so that the regulated movement of the working fluid is performed between the fluid chambers 18 in the casing 19 through the orifices 17. At that time, the orifice
Due to the flow resistance of the working fluid generated at 17, the reciprocating rotation of the rotating arm 15 is suppressed, and the fluctuation of the floating structure 1 is suppressed accordingly.

【0017】このようにして、浮体式構造物1の風力等
による動揺が減少するので、同構造物1の稼働率が高め
られるようになり、その高層化も可能になる。なお、こ
の第1実施例では、ダンパー10のケーシング19が浮体式
構造物1に載置固定され、その回動腕11の先端の係合子
11aを案内するガイドレール12は係留柱3に載置固定さ
れているが、逆にケーシング19を係留柱3に載置固定
し、ガイドレール12を浮体式構造物1に載置固定するよ
うにしてもよい。
In this way, the fluctuation of the floating structure 1 due to the wind force or the like is reduced, so that the operating rate of the structure 1 can be increased and the height of the structure can be increased. In the first embodiment, the casing 19 of the damper 10 is mounted and fixed on the floating structure 1, and the engaging element at the tip of the rotating arm 11 thereof.
The guide rail 12 for guiding 11a is placed and fixed on the mooring column 3, but conversely, the casing 19 is placed and fixed on the mooring column 3 so that the guide rail 12 is placed and fixed on the floating structure 1. May be.

【0018】次に本発明ので第2実施例としての浮体式
構造物用減揺装置について説明すると、図3は図2に対
応させて装置要部を示しており、図3に示すように、本
実施例の場合もダンパーのケーシング19は図示しない浮
体式構造物に載置固定されている。そして、回動腕11の
先端の図示しない係合子を水平に案内しうるガイドレー
ルが係留柱に載置固定されている。
Next, a description will be given of a vibration control device for a floating structure according to a second embodiment of the present invention. FIG. 3 shows a main part of the device corresponding to FIG. 2. As shown in FIG. Also in the case of this embodiment, the casing 19 of the damper is mounted and fixed on a floating structure not shown. A guide rail that can horizontally guide an engaging element (not shown) at the tip of the rotating arm 11 is mounted and fixed on the mooring column.

【0019】この第2実施例では、特にケーシング19が
竪形筒状体として形成され、同ケーシング19の内部に設
けられる揺動部材としてのピストン20は、ケーシング19
の鉛直内壁面に沿い上下に揺動しうるようになってい
る。そしてケーシング19を液密に貫通する水平な回動軸
15の外端が、ケーシング19の外部で回動腕11の基端に固
着されており、ピストン20に先端を枢着された係合腕15
aの基端が回動軸15に一体に固着されている。
In the second embodiment, in particular, the casing 19 is formed as a vertical cylindrical body, and the piston 20 as a swinging member provided inside the casing 19 is the casing 19.
It can swing up and down along the vertical inner wall surface of the. A horizontal rotary shaft that penetrates the casing 19 in a liquid-tight manner
The outer end of 15 is fixed to the base end of the rotating arm 11 outside the casing 19, and the engaging arm 15 whose tip is pivotally attached to the piston 20.
The base end of a is integrally fixed to the rotary shaft 15.

【0020】このようにしてケーシング19の内部はピス
トン20で複数の流体室18に仕切られるが、これらの流体
室18の相互間を連通するようにオリフィス17がピストン
20に形成されている。
In this way, the inside of the casing 19 is partitioned into the plurality of fluid chambers 18 by the piston 20, and the orifice 17 is provided so that the fluid chambers 18 communicate with each other.
Formed in 20.

【0021】上述の構成により、この第2実施例の場合
は、浮体式構造物の動揺に伴い筒状体としてのケーシン
グ19に対し回動腕11が相対的に往復回動14を行なうと、
ピストン20もケーシング19内で上下往復動21を行ない、
同ピストン20に形成されたオリフィス17における作動流
体の流通抵抗により、浮体式構造物の動揺が抑制される
のであって、このようにして前述の第1実施例と同様に
浮体式構造物の稼働率の向上や高層化などの効果を得る
ことができる。
With the above-mentioned structure, in the case of the second embodiment, when the rotating arm 11 reciprocally rotates 14 relative to the casing 19 as a cylindrical body due to the motion of the floating structure,
The piston 20 also moves up and down 21 in the casing 19,
The flow resistance of the working fluid in the orifice 17 formed in the piston 20 suppresses the sway of the floating structure, and thus the operation of the floating structure is performed in the same manner as in the first embodiment. It is possible to obtain effects such as an improvement in the rate and an increase in the number of layers.

【0022】[0022]

【発明の効果】以上詳述したように、本発明の浮体式構
造物用減揺装置によれば、次のような効果が得られる。 (1) 外力により浮体式構造物に動揺を生じると、同構造
物と係留柱との相互間に架設された流体式ダンパーの回
動腕の先端係合子がガイドレールに沿い水平に案内され
るのに伴い、同回動腕はダンパーケーシングに対し相対
的に往復回動を起こして、同ケーシング内の揺動部材に
おけるオリフィスに作動流体の流通抵抗(粘性抵抗)を
生じ、これにより浮体式構造物の動揺を的確に抑制する
ことができる。 (2) 上記(1)項により、浮体式構造物の稼働率を高める
ことが可能になり、同構造物の高層化も可能になる。 (3) 上記ダンパーケーシングが、ほぼ水平な円筒体とし
て形成されるとともに同ケーシング内の揺動部材がオリ
フィス付き回動翼として形成される場合は、簡素な構造
で十分な減揺効果が得られるようになる。 (4) 上記ダンパーケーシングが竪形筒状体として形成さ
れ、上記揺動部材が上下に揺動するピストンとして形成
される場合も、簡素な構造で十分な減揺効果を得ること
ができる。
As described in detail above, according to the vibration control device for a floating structure of the present invention, the following effects can be obtained. (1) When the floating structure is shaken by an external force, the tip engaging element of the rotary arm of the fluid damper installed between the structure and the mooring column is guided horizontally along the guide rail. As a result, the rotary arm reciprocally rotates relative to the damper casing, causing a flow resistance (viscous resistance) of the working fluid at the orifice of the swing member in the casing, which results in a floating structure. It is possible to accurately suppress the shaking of an object. (2) According to the above item (1), it is possible to increase the operating rate of the floating structure and increase the height of the structure. (3) When the damper casing is formed as a substantially horizontal cylindrical body and the swinging member in the casing is formed as a rotary vane with an orifice, a sufficient swinging effect can be obtained with a simple structure. Like (4) Even when the damper casing is formed as a vertical tubular body and the swing member is formed as a piston that swings up and down, a sufficient swinging effect can be obtained with a simple structure.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1実施例としての浮体式構造物用減
揺装置を示す側面図である。
FIG. 1 is a side view showing a vibration control device for a floating structure according to a first embodiment of the present invention.

【図2】図1の装置の要部を拡大して示す縦断面図であ
る。
FIG. 2 is an enlarged vertical cross-sectional view showing a main part of the apparatus shown in FIG.

【図3】本発明の第2実施例としての浮体式構造物用減
揺装置の要部を図2に対応させて示す縦断面図である。
FIG. 3 is a vertical cross-sectional view showing a main part of a vibration control device for a floating structure according to a second embodiment of the present invention, corresponding to FIG.

【図4】従来の浮体式構造物の係留状態を示す平面図で
ある。
FIG. 4 is a plan view showing a mooring state of a conventional floating structure.

【図5】図4の浮体式構造物の立面図である。FIG. 5 is an elevational view of the floating structure of FIG.

【符号の説明】[Explanation of symbols]

1 浮体式構造物 2 フェンダー 3 係留柱 4 風 5 波 7 水面 8 左右揺れ 9 横揺れ 10 ダンパー 11 回動腕 11a 係合子 12 ガイドレール 13 上下揺れ 14 往復回動 15 回動軸 15a 係合腕 16 回動翼 17 オリフィス 18 流体室 19 ケーシング 19a 仕切壁 20 ピストン 21 上下往復動 1 Floating Structure 2 Fender 3 Mooring Column 4 Wind 5 Wave 7 Water Surface 8 Left / Right Shake 9 Roll 10 Damper 11 Rotating Arm 11a Engager 12 Guide Rail 13 Vertical Shaking 14 Reciprocating Rotation 15 Rotating Shaft 15a Engaging Arm 16 Rotating blade 17 Orifice 18 Fluid chamber 19 Casing 19a Partition wall 20 Piston 21 Vertical reciprocating motion

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 係留柱にフェンダーを介して係留された
浮体式構造物の動揺を減少させるべく、上記の係留柱と
浮体式構造物との相互間に架設された流体式ダンパーを
そなえ、同ダンパーが、内部に作動流体を充填されたケ
ーシングと、同ケーシングを液密に貫通する水平な回動
軸と、上記ケーシングの内部を複数の流体室に仕切りな
がら上記回動軸の往復回動に伴い同回動軸と連係して揺
動しうる揺動部材と、上記複数の流体室の相互間におけ
る作動流体の流通を規制すべく上記揺動部材に形成され
たオリフィスと、上記ケーシングの外部で上記回動軸に
基端を固着された回動腕と、同回動腕の先端の係合子を
ほぼ水平方向に案内するガイドレールとで構成されて、
上記の浮体式構造物および係留柱の一方に上記ケーシン
グが設けられるとともに、他方に上記ガイドレールが設
けられたことを特徴とする、浮体式構造物用減揺装置。
1. A fluid damper provided between the mooring column and the floating structure to reduce the sway of the floating structure moored to the mooring column via a fender. A damper has a casing filled with a working fluid, a horizontal rotary shaft penetrating the casing in a liquid-tight manner, and a reciprocating rotary shaft of the rotary shaft while partitioning the inside of the casing into a plurality of fluid chambers. Accordingly, a swinging member that can swing together with the rotation shaft, an orifice formed in the swinging member to restrict the flow of the working fluid between the plurality of fluid chambers, and the outside of the casing. And a guide rail that guides the engaging element at the tip of the rotating arm in a substantially horizontal direction.
An anti-sway device for a floating structure, wherein the casing is provided on one of the floating structure and the mooring column, and the guide rail is provided on the other.
【請求項2】 請求項1に記載の浮体式構造物用減揺装
置において、上記ケーシングがほぼ水平な中心軸線を有
する円筒体として形成されて、上記回動軸が上記中心軸
線に沿い配設されるとともに、上記揺動部材が上記回動
軸に固着されて上記円筒体の内周面に沿い摺動しうる回
動翼として形成され、上記ケーシングの内壁に固設され
て上記回動軸に摺接する固定仕切壁と上記回動翼とで上
記流体室が仕切られたことを特徴とする、浮体式構造物
用減揺装置。
2. The rocking device for a floating structure according to claim 1, wherein the casing is formed as a cylindrical body having a substantially horizontal central axis, and the rotating shaft is arranged along the central axis. At the same time, the swing member is fixed to the rotary shaft to form a rotary blade that can slide along the inner peripheral surface of the cylindrical body, and is fixed to the inner wall of the casing. A swinging device for a floating structure, characterized in that the fluid chamber is partitioned by a fixed partition wall that slidably contacts with the rotary blade and the rotary vane.
【請求項3】 請求項1に記載の浮体式構造物用減揺装
置において、上記ケーシングが竪形筒状体として形成さ
れ、上記揺動部材が上記ケーシングの鉛直内壁面に沿い
上下に揺動しうるピストンとして形成されて、同ピスト
ンに先端を枢着されるとともに基端を上記回動軸に固着
された係合腕が設けられていることを特徴とする、浮体
式構造物用減揺装置。
3. The rocking device for a floating structure according to claim 1, wherein the casing is formed as a vertical cylindrical body, and the rocking member rocks vertically along a vertical inner wall surface of the casing. Of a floating structure, which is formed as a movable piston, and has an engaging arm having a distal end pivotally attached to the piston and a proximal end fixed to the rotating shaft. apparatus.
JP15164594A 1994-06-09 1994-06-09 Anti-rolling device for floating body type structure Withdrawn JPH07329880A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15164594A JPH07329880A (en) 1994-06-09 1994-06-09 Anti-rolling device for floating body type structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15164594A JPH07329880A (en) 1994-06-09 1994-06-09 Anti-rolling device for floating body type structure

Publications (1)

Publication Number Publication Date
JPH07329880A true JPH07329880A (en) 1995-12-19

Family

ID=15523096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15164594A Withdrawn JPH07329880A (en) 1994-06-09 1994-06-09 Anti-rolling device for floating body type structure

Country Status (1)

Country Link
JP (1) JPH07329880A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011118930A2 (en) * 2010-03-25 2011-09-29 경상대학교 산학협력단 Apparatus for reducing pitching and rolling motion of vessel
CN111268042A (en) * 2020-02-27 2020-06-12 江苏科技大学 Floating structure connecting device
CN113335470A (en) * 2021-07-16 2021-09-03 中国船舶重工集团公司第七0七研究所九江分部 Wave direction self-adaptive fluid momentum wheel active control stabilizing device
CN115452347A (en) * 2022-09-15 2022-12-09 中国船舶重工集团公司第七0七研究所九江分部 System and method for verifying anti-rolling capability of fluid momentum wheel

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011118930A2 (en) * 2010-03-25 2011-09-29 경상대학교 산학협력단 Apparatus for reducing pitching and rolling motion of vessel
WO2011118930A3 (en) * 2010-03-25 2012-01-26 경상대학교 산학협력단 Apparatus for reducing pitching and rolling motion of vessel
CN102596710A (en) * 2010-03-25 2012-07-18 庆尚大学校产学协力团 Apparatus for reducing pitching and rolling motion of vessel
US8695523B2 (en) 2010-03-25 2014-04-15 Industry-Academic Cooperation Foundation Gyeongsang National University Apparatus for reducing pitching and rolling motion of vessel
CN102596710B (en) * 2010-03-25 2015-12-16 庆尚大学校产学协力团 For reducing the device of hull inclination and flip-flop movement
CN111268042A (en) * 2020-02-27 2020-06-12 江苏科技大学 Floating structure connecting device
CN113335470A (en) * 2021-07-16 2021-09-03 中国船舶重工集团公司第七0七研究所九江分部 Wave direction self-adaptive fluid momentum wheel active control stabilizing device
CN115452347A (en) * 2022-09-15 2022-12-09 中国船舶重工集团公司第七0七研究所九江分部 System and method for verifying anti-rolling capability of fluid momentum wheel
CN115452347B (en) * 2022-09-15 2023-10-31 中国船舶重工集团公司第七0七研究所九江分部 Fluid momentum wheel anti-rolling capability verification system and method

Similar Documents

Publication Publication Date Title
KR101933624B1 (en) An annular buoyant body
KR870008117A (en) Valveless variable displacement piston metering pump
JPH07329880A (en) Anti-rolling device for floating body type structure
US6857231B2 (en) Propeller-controlled active tuned-liquid-column damper
US4276661A (en) Wave-making apparatus
JP2638512B2 (en) Drive device for Stirling cycle applied equipment
US5749250A (en) Washing machine
JPH09151986A (en) U-shaped tank type dynamic vibration absorbing device
RU2171333C1 (en) Method for erecting temporary ice bridge
JPS6257558B2 (en)
KR20070034691A (en) Orifice Variable Engine Mount
CN110624211A (en) Running machine in water
JP3097439U (en) Driven tuned liquid column damper controlled by screw
JPH01266335A (en) Dynamic damper
JPS6118510A (en) Suspension apparatus for car
WO2020090490A1 (en) Oscillation energy conversion device
SU1460511A1 (en) Hydrodynamic throttle
JPS59227589A (en) Method of and device for preventing floating body from rolling
JPS5972316A (en) Sand pile former
JPS6340064A (en) Vibration damper for building
Mogridge Testing sediment movement due to wave action
SU837388A1 (en) Ajitating apparatus
KR100192484B1 (en) Hydraulic engine mount
JPH1073144A (en) Vibration damping tank
JP2595816B2 (en) Structure damping device

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20010904