JPH0571575A - Vibration suppressing device - Google Patents

Vibration suppressing device

Info

Publication number
JPH0571575A
JPH0571575A JP16776891A JP16776891A JPH0571575A JP H0571575 A JPH0571575 A JP H0571575A JP 16776891 A JP16776891 A JP 16776891A JP 16776891 A JP16776891 A JP 16776891A JP H0571575 A JPH0571575 A JP H0571575A
Authority
JP
Japan
Prior art keywords
vibration
liquid
tank
damping
wave motion
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.)
Pending
Application number
JP16776891A
Other languages
Japanese (ja)
Inventor
Toshiyuki Nomichi
利幸 野路
Hidetoshi Yoshida
英敏 吉田
Yuichi Hirata
裕一 平田
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP16776891A priority Critical patent/JPH0571575A/en
Publication of JPH0571575A publication Critical patent/JPH0571575A/en
Pending legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To reduce the installation space by allowing a small quantity of liquid to develop a large brake lowering by installing a damping means in shiftable manner in the horizontal direction in the liquid in the center part in the wave motion direction in a tank and connecting a reciprocating driving means which shift-drives the damping means in the horizontal direction, with the damping means. CONSTITUTION:When a structure I vibrates horizontally, a vibration sensor 9 detects this vibration, and outputs a signal to a vibration suppressing device 10. The vibration suppressing device 10 drives a hydraulic actuator 7, and a rod 7a is reciprocatingly driven in the state conforming to the vibration frequency of the structure I in the A and B directions. Then, since also a damping plate 6 is driven in the A and B directions, the liquid 5 stored in a tank 3 is directly allowed to generate wave motion through the tank 3 by the swing of the structure I itself, and wave motion starts in the longitudinal direction of the tank by the reciprocating shift of the damping plate 6. The wave motion pattern of the liquid 5 is controlled by the vibration suppressing controller 10 so as to offset the vibration generated on the structure I, and the vibration of the structure I is speedily attenuated.

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、地震や風等で建物等の
構造物に生じる振動を減衰させる際に用いるに好適な制
振装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device suitable for attenuating vibration generated in a structure such as a building due to an earthquake or wind.

【0002】[0002]

【従来の技術】最近、構造物の上部に、該構造物の固有
振動数に一致した揺動周波数を有する水等の液体を貯溜
したタンクからなる制振装置を設置し、構造物に生じる
振動を該タンク内の液体の波動エネルギで吸収せんとす
る提案がなされている。
2. Description of the Related Art Recently, a vibration damping device consisting of a tank storing a liquid such as water having a rocking frequency matching the natural frequency of the structure has been installed on the upper part of the structure, and vibration generated in the structure has been installed. It has been proposed to absorb the wave energy of the liquid in the tank.

【0003】[0003]

【発明が解決しようとする課題】しかし、こうした方法
で構造物の振動を吸収するに足るだけの波動エネルギを
生成するには、タンク内部に貯溜すべき液体の量が多く
なり、必然的にタンク、従って、制振装置が大型化する
ことは避けられなない。しかし、この種の制振装置は構
造物の屋上などの限られたスペースしか無い場所に設置
されることが多いので、制振装置が大型化することはエ
レベータなどの他の設備設置上の障害となる不都合が生
じる。
However, in order to generate sufficient wave energy to absorb the vibration of the structure by such a method, the amount of liquid to be stored inside the tank is large, and the tank is inevitably inevitable. Therefore, it is inevitable that the vibration damping device becomes large. However, since this type of vibration damping device is often installed in a place with a limited space, such as a rooftop of a structure, a large size of the vibration damping device is an obstacle to installation of other equipment such as an elevator. Inconvenience occurs.

【0004】本発明は、上記事情に鑑み、少量の液体で
も大きな制振効果を発揮することが出来、設置スペース
が少なくてすむ制振装置を提供することを目的とするも
のである。
In view of the above circumstances, it is an object of the present invention to provide a vibration damping device which can exert a large vibration damping effect even with a small amount of liquid and requires a small installation space.

【0005】[0005]

【課題を解決するための手段】即ち、本発明は、内部に
液面(5a)を形成する形で液体(5)を貯溜したタン
ク(3)を設けた制振装置(2)において、タンクの波
動方向中央部の前記液体中に、減衰手段(6)を水平方
向に移動自在に設け、前記減衰手段に前記減衰手段を水
平方向に移動駆動し得る往復駆動手段(7)を接続して
構成される。なお、括弧内の番号などは、図面における
対応する要素を示す、便宜的なものであり、従って、本
記述は図面上の記載に限定されるものでは無い。以下
の、「(e).作用」の欄についても同様である。
That is, the present invention relates to a vibration damping device (2) provided with a tank (3) for storing a liquid (5) in the form of forming a liquid surface (5a) in the tank. A damping means (6) is movably provided in the liquid in the central portion in the wave direction of the above, and a reciprocating drive means (7) capable of horizontally driving the damping means is connected to the damping means. Composed. It should be noted that the numbers in parentheses indicate the corresponding elements in the drawings for the sake of convenience, and thus the present description is not limited to the description in the drawings. The same applies to the section "(e). Action" below.

【0006】[0006]

【作用】上記した構成により、本発明は、タンク(3)
内の液体(5)は往復駆動手段(7)により強制的に加
振されるように作用する。
With the above structure, the present invention provides the tank (3).
The liquid (5) therein acts so as to be forcibly excited by the reciprocating driving means (7).

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づき説明す
る。図1は本発明による制振装置の1実施例を示す正面
図である。図2は本発明の別の実施例を示す正面図であ
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a front view showing an embodiment of a vibration damping device according to the present invention. FIG. 2 is a front view showing another embodiment of the present invention.

【0008】構造物1の屋上等の上面1aには、図1に
示すように、本発明による制振装置2が配置されてお
り、制振装置2は、図1に示すように、平面形状が長方
形に形成されたタンク3を有している。タンク3はその
長手方向が図中左右方向に設定されており、タンク3の
内部には液体5が開放液面5aを形成する形で貯溜され
ている。タンク3の長手方向中央部には、メッシュなど
の多孔性材料からなる減衰板6が液体5内にその下部を
没する形で図中左右方向、即ちタンク3の長手方向に移
動自在に設けられており、減衰板6の上部は液面5a上
へ伸延している。タンク3の図中右方の上部にはブラケ
ット3cが設けられており、ブラケット3cには油圧ア
クチェータ7がロッド7aを図中矢印A、B方向に突出
駆動自在にした形で設けられている。ロッド7aの先端
には、前述の減衰板6の上部が接続されている。また、
構造物1の上面1aには、振動センサ9が設けられてお
り、振動センサ9には、前述の油圧アクチェータ7が接
続された加振制御装置10が接続している。
As shown in FIG. 1, a vibration damping device 2 according to the present invention is arranged on the upper surface 1a of the roof of the structure 1, and the vibration damping device 2 has a planar shape as shown in FIG. Has a tank 3 formed in a rectangular shape. The longitudinal direction of the tank 3 is set to the left-right direction in the figure, and the liquid 5 is stored inside the tank 3 in the form of forming an open liquid surface 5a. At the center of the tank 3 in the longitudinal direction, a damping plate 6 made of a porous material such as a mesh is movably provided in the liquid 5 in the left-right direction in the figure, that is, in the longitudinal direction of the tank 3. The upper part of the damping plate 6 extends above the liquid surface 5a. A bracket 3c is provided on the upper right side of the tank 3 in the drawing, and a hydraulic actuator 7 is provided in the bracket 3c in a form in which a rod 7a is projectably driven in the directions of arrows A and B in the drawing. The upper end of the damping plate 6 is connected to the tip of the rod 7a. Also,
A vibration sensor 9 is provided on the upper surface 1a of the structure 1, and the vibration sensor 9 is connected to the vibration control device 10 to which the hydraulic actuator 7 described above is connected.

【0009】制振装置2は、以上のような構成を有する
ので、通常の状態では構造物1に振動は生じないので、
タンク3内に貯溜された液体5の液面5aは、図1に示
すように、水平状態に保持される。次に、地震や風等で
構造物1が水平な矢印A、B方向に振動したとすると、
該振動を振動センサ9が検知して振動検知信号S1を加
振制御装置10に出力する。これを受けて加振制御装置
10は、油圧アクチェータ7を駆動して、ロッド7aを
矢印A、B方向に構造物1の振動周期に適合させた形で
往復駆動させる。すると、減衰板6も矢印A、B方向に
駆動されるので、タンク3内に貯溜された液体5は、構
造物1自体の揺れによりタンク3を介して直接波動を励
起させられると共に、減衰板6の往復移動により図中実
線に示すように、タンク長手方向に波動を開始する。液
体5の波動態様は、構造物1に生じた振動を打ち消すよ
うに、加振制御装置10により制御されるので、構造物
1の振動は速やかに減衰させられる。なお、構造物1が
振動を開始すると直ちに振動センサ9が振動を検知し
て、加振制御装置10が油圧アクチェータ7及び減衰板
6を介して強制的に液体5を加振するので、構造物1の
振動によりタンク3内の液体5が自然波動を開始するの
を待つよりも、短時間で所定振幅の波動を生成すること
が可能となり、制振作用を短時間で発揮することが可能
となる。
Since the vibration damping device 2 has the above-described structure, the structure 1 does not vibrate in a normal state.
The liquid surface 5a of the liquid 5 stored in the tank 3 is held in a horizontal state as shown in FIG. Next, if the structure 1 vibrates in the horizontal arrow A and B directions due to an earthquake or wind,
The vibration sensor 9 detects the vibration and outputs a vibration detection signal S1 to the vibration control device 10. In response to this, the vibration control device 10 drives the hydraulic actuator 7 to reciprocate the rod 7a in the directions of arrows A and B in a form adapted to the vibration cycle of the structure 1. Then, the damping plate 6 is also driven in the directions of the arrows A and B, so that the liquid 5 stored in the tank 3 can directly excite waves via the tank 3 due to the shaking of the structure 1 itself, and at the same time, the damping plate 6 can be excited. By the reciprocating movement of 6, as shown by the solid line in the figure, wave motion is started in the tank longitudinal direction. Since the vibration mode of the liquid 5 is controlled by the vibration control device 10 so as to cancel the vibration generated in the structure 1, the vibration of the structure 1 is quickly attenuated. Immediately after the structure 1 starts to vibrate, the vibration sensor 9 detects the vibration, and the vibration control device 10 forcibly vibrates the liquid 5 via the hydraulic actuator 7 and the damping plate 6. It is possible to generate a wave having a predetermined amplitude in a short time rather than waiting for the liquid 5 in the tank 3 to start a natural wave due to the vibration of No. 1, and it is possible to exhibit the vibration damping effect in a short time. Become.

【0010】更に、小地震や風などによる振動で、構造
物1の振動が小さな場合でも、減衰板6により液体5が
強制的に加振されるので、構造物1の振動は効果的に減
衰される。また、液体5の波動が所定の大きさ以上にな
った場合には、加振制御装置10はアクチェータ7を介
した加振動作を停止する。すると、減衰板6はタンク3
内で停止し、今度は液体5が当該減衰板6中を通過して
タンク3内を矢印A、B方向に流動することとなり、該
減衰板6により液体5の波動は減衰され、波動が過大と
なって、制振動作の障害となることは未然に防止され
る。なお、液体5の波動の大きさは、減衰板6を矢印
A、B方向に駆動することにより任意に設定することが
出来るので、タンク3内の液体5の量が少なくとも、大
きな波動の生成が可能となり、高い制振効果を発揮する
ことが出来る。
Further, even if the vibration of the structure 1 is small due to vibration due to a small earthquake or wind, the liquid 5 is forcibly excited by the damping plate 6, so that the vibration of the structure 1 is effectively damped. To be done. Further, when the wave of the liquid 5 exceeds a predetermined magnitude, the vibration control device 10 stops the vibration operation via the actuator 7. Then, the damping plate 6 becomes the tank 3
The liquid 5 then passes through the damping plate 6 and flows in the tank 3 in the directions of arrows A and B, and the vibration of the liquid 5 is damped by the damping plate 6 and the wave is excessive. Therefore, it is possible to prevent an obstacle to the vibration damping operation. The magnitude of the wave of the liquid 5 can be arbitrarily set by driving the damping plate 6 in the directions of arrows A and B, so that the amount of the liquid 5 in the tank 3 is at least large. It becomes possible and can exert a high damping effect.

【0011】なお、上述の実施例は、タンク3が、平面
形状が長方形の直方体形状に形成された場合について述
べたが、本発明は、減衰板6などの減衰手段を加振手段
として使用する限り、タンク形状は、どのような形状で
も良いことは勿論である。例えば、図2に示すように、
U字管形状のタンク3を用いることも可能である。ま
た、減衰手段も、メッシュ状の減衰板6のほかに、オリ
フィスなどを用いて構成することも当然可能である。
In the above-mentioned embodiment, the tank 3 is formed in a rectangular parallelepiped shape in plan view, but the present invention uses the damping means such as the damping plate 6 as the vibrating means. Of course, the tank shape may be any shape. For example, as shown in FIG.
It is also possible to use a U-shaped tank 3. Further, the damping means may be constructed by using an orifice or the like in addition to the mesh-shaped damping plate 6.

【0012】[0012]

【発明の効果】以上説明したように本発明によれば、内
部に液面5aを形成する形で液体5を貯溜したタンク3
を設けた制振装置2において、タンクの矢印A、B方向
などの波動方向中央部の前記液体中に、減衰板6、オリ
フィスなどの減衰手段を水平方向に移動自在に設け、前
記減衰手段に前記減衰手段を水平方向に移動駆動し得る
油圧アクチェータ7などの往復駆動手段を接続して構成
したので、タンク3内の液体5は往復駆動手段により強
制的に加振されるので、少ない液体量でも大きな波動を
生成することにより大きな制振効果を発揮することが可
能となり、制振効果を維持したまま、内部に貯溜すべき
液体5の量を少なくして、タンクの小型化を図ることが
可能となり、制振装置の設置面積を大幅に縮小すること
が可能となる。また、構造物1の振動が小さな場合で
も、減衰手段により液体5を強制加振することにより、
有効に構造物1の振動を短時間で減衰させることが出来
るので、風や小規模の地震に際しても極めて有効であ
る。
As described above, according to the present invention, the tank 3 in which the liquid 5 is stored so that the liquid surface 5a is formed inside.
In the vibration damping device 2 provided with, a damping plate 6 and an attenuating means such as an orifice are provided movably in the horizontal direction in the liquid at the center of the wave direction of the tank such as the arrow A and B directions. Since the reciprocating driving means such as the hydraulic actuator 7 capable of moving the damping means in the horizontal direction is connected, the liquid 5 in the tank 3 is forcibly excited by the reciprocating driving means, so that a small amount of liquid is required. However, it is possible to exert a large vibration damping effect by generating a large wave, and it is possible to reduce the amount of the liquid 5 that should be stored inside while maintaining the vibration damping effect, and to downsize the tank. This makes it possible to significantly reduce the installation area of the vibration damping device. Further, even if the vibration of the structure 1 is small, by forcibly exciting the liquid 5 by the damping means,
Since the vibration of the structure 1 can be effectively damped in a short time, it is extremely effective even in the event of wind or a small earthquake.

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

【図1】図1は本発明による制振装置の1実施例を示す
正面図である。
FIG. 1 is a front view showing an embodiment of a vibration damping device according to the present invention.

【図2】図2は本発明の別の実施例を示す正面図であ
る。
FIG. 2 is a front view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1……構造物 2……制振装置 3……タンク 5a……液面 6……減衰手段(減衰板) 7……往復駆動手段(油圧アクチェータ) 1 ... Structure 2 ... Damping device 3 ... Tank 5a ... Liquid level 6 ... Damping means (damping plate) 7 ... Reciprocating drive means (hydraulic actuator)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】内部に液面を形成する形で液体を貯溜した
タンクを設けた制振装置において、 タンクの波動方向中央部の前記液体中に、減衰手段を水
平方向に移動自在に設け、 前記減衰手段に前記減衰手段を水平方向に移動駆動し得
る往復駆動手段を接続して構成した制振装置。
1. A vibration damping device provided with a tank for storing a liquid so as to form a liquid surface therein, wherein a damping means is provided movably in the horizontal direction in the liquid at the center of the tank in the wave direction. A vibration damping device configured by connecting a reciprocating driving means capable of horizontally driving the damping means to the damping means.
JP16776891A 1991-06-12 1991-06-12 Vibration suppressing device Pending JPH0571575A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16776891A JPH0571575A (en) 1991-06-12 1991-06-12 Vibration suppressing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16776891A JPH0571575A (en) 1991-06-12 1991-06-12 Vibration suppressing device

Publications (1)

Publication Number Publication Date
JPH0571575A true JPH0571575A (en) 1993-03-23

Family

ID=15855744

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16776891A Pending JPH0571575A (en) 1991-06-12 1991-06-12 Vibration suppressing device

Country Status (1)

Country Link
JP (1) JPH0571575A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0740141A2 (en) * 1995-04-27 1996-10-30 Doryokuro Kakunenryo Kaihatsu Jigyodan Electromagnetic rotary vibration for rotary body and damper using the same rotary body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0740141A2 (en) * 1995-04-27 1996-10-30 Doryokuro Kakunenryo Kaihatsu Jigyodan Electromagnetic rotary vibration for rotary body and damper using the same rotary body
EP0740141A3 (en) * 1995-04-27 1997-11-19 Doryokuro Kakunenryo Kaihatsu Jigyodan Electromagnetic rotary vibration for rotary body and damper using the same rotary body

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