JPH0598844A - Damping device - Google Patents

Damping device

Info

Publication number
JPH0598844A
JPH0598844A JP16884191A JP16884191A JPH0598844A JP H0598844 A JPH0598844 A JP H0598844A JP 16884191 A JP16884191 A JP 16884191A JP 16884191 A JP16884191 A JP 16884191A JP H0598844 A JPH0598844 A JP H0598844A
Authority
JP
Japan
Prior art keywords
liquid
tank
vibration
actuator
directions
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
JP16884191A
Other languages
Japanese (ja)
Inventor
Takuya Masuda
卓哉 舛田
Satoshi Araki
聡 荒木
Eiko Okada
映子 岡田
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 JP16884191A priority Critical patent/JPH0598844A/en
Publication of JPH0598844A publication Critical patent/JPH0598844A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To damp the extent of vibration in a structure as well as to aim at the promotion of reduction in a tank and a device area by installing this tank free of movement in a wave forming direction with a hydraulic actuator, driving this actuator at time of earthquake and exciting a liquid forcibly. CONSTITUTION:A liquid 5 is stored in a tank 3, and when a structure 1 is horizontally vibrated in both arrow A, B directions by an earthquake and a strong wind or the like, a vibration sensor 9 detects it, outputting a signal S1 to an excitation controller 10. Next, this controller 10 drives a hydraulic actuator 7, and a rod 7a reciprocates in these arrow A, B directions in accord with a vibro-period of the structure 1. In succession, the tank 3 is also driven on a top face 1a of the structure together with the liquid 5 stored inside, and thereby the liquid 5 starts its wave motion in these arrow A, B directions. As a wave mode of the liquid 5, the excitation controller 10 controls it in the shape of neutralizing the vibration produced in the structure 1. In this connection, magnitude of the wave motion of the liquid 5 is optionally adjusted by properly setting a moving stroke or the like of the actuator 7, thus even if the liquid 5 is a little in quantity, a large wave motion is formed for damping.

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、構造部の上部に、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、構造物
(1)の上部(1a)に水平方向に移動自在に支持され
たタンク(3)を有し、前記タンクに内部に開放液面
(5a)を形成する形で液体(5)を貯溜し、タンクの
前記液体中に、減衰手段(6)を設け、前記タンクと構
造物間に前記タンクを前記水平方向に移動駆動するアク
チェータ(7)を設けて構成される。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 has a tank (3) movably supported in the horizontal direction on an upper portion (1a) of a structure (1), and the tank has an opening liquid inside. An actuator for storing the liquid (5) in the form of a surface (5a), providing damping means (6) in the liquid in the tank, and driving the tank in the horizontal direction between the tank and a structure. (7) is provided and configured. 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)はアクチェータによりタンクと共に強制
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 together with the tank by the actuator.

【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。
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.

【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、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は該タンク3の底面に
設けられた車輪3h、3hを介して構造物上面1a上を
タンク長手方向、即ち矢印A、B方向に移動自在に設け
られている。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内に没する形で設けられている。タンク3の図中右側
面と構造物1間には油圧アクチェータ7が設けられてい
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 is a tank having a rectangular planar shape. Have three. The longitudinal direction of the tank 3 is set to the left-right direction in the drawing, and the tank 3 passes through wheels 3h and 3h provided on the bottom surface of the tank 3 on the upper surface 1a of the structure, that is, the arrow A It is provided so as to be movable in the B direction. The liquid 5 is open inside the tank 3 and the liquid level 5a
Are stored in the form of. At the center of the tank 3, a damping plate 6 made of a porous material such as a mesh is provided so as to be submerged in the liquid 5. A hydraulic actuator 7 is provided between the right side surface of the tank 3 in the drawing and the structure 1. Further, 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、第1図に
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7
a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、タンク3も、内部に貯溜
された液体5と共に車輪3aを介して構造物上面1a上
を矢印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、タンク3が往復駆動されることにより
図中実線に示すように、タンク長手方向、即ち矢印A、
B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を介して強制的に液体5をタンク3と共
に加振するので、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, assuming that the structure 1 vibrates in the horizontal arrows A and B directions due to an earthquake or wind, the vibration sensor 9 detects the vibration and the vibration detection signal S1 is detected.
Is output to the vibration control device 10. In response to this, the vibration control device 10 drives the hydraulic actuator 7 to move the rod 7
A is reciprocally driven in a direction adapted to the vibration cycle of the structure 1 in the directions of arrows A and B. Then, the tank 3 is also driven in the directions of arrows A and B on the structure upper surface 1a via the wheels 3a together with the liquid 5 stored therein, so that the liquid 5 stored in the tank 3 is By being reciprocally driven, as shown by the solid line in the figure, the tank longitudinal direction, that is, the arrow A,
The vibration starts in the B 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. As soon as the structure 1 starts to vibrate, the vibration sensor 9 detects the vibration and the vibration control device 10 forcibly vibrates the liquid 5 together with the tank 3 via the hydraulic actuator 7. It becomes 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 1. Thus, it becomes possible to exhibit the vibration damping effect in a short time. .

【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、油圧アクチェータ7によ
り液体6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、タンク3
は矢印A、B方向の移動を停止し、液体5だけが減衰板
6を介してタンク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、アクチェ
ータ7の移動ストロークなどを適宜設定することにより
任意に調整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 when the vibration of the structure 1 is small due to the vibration due to a small earthquake or wind, the liquid 6 is forcibly excited by the hydraulic actuator 7, 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, tank 3
Stops the movement in the directions of arrows A and B, and only the liquid 5 flows in the tank 3 in the directions of arrows A and B through the damping plate 6, and the wave of the liquid 5 is damped by the damping plate 6, It is possible to prevent the vibration from becoming excessive and obstructing the vibration damping operation. The magnitude of the wave motion of the liquid 5 can be arbitrarily adjusted by appropriately setting the moving stroke of the actuator 7 or the like.
When the amount is at least, a large wave can be generated, and a high vibration damping effect can be exhibited.

【0011】[0011]

【発明の効果】以上説明したように本発明によれば、構
造物1の上面1aなどの上部に水平方向に移動自在に支
持されたタンク3を有し、前記タンクに内部に開放液面
5aを形成する形で液体5を貯溜し、タンクの前記液体
中に、減衰板6などの減衰手段を設け、前記タンクと構
造物間に前記タンクを前記水平方向に移動駆動する油圧
アクチェータ7などのアクチェータを設けて構成したの
で、タンク3内の液体5はアクチェータによりタンクと
共に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、アクチェータにより液体5を
タンクと共に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, there is provided the tank 3 movably supported in the horizontal direction above the upper surface 1a of the structure 1 and the inside of the tank has the open liquid level 5a. To store the liquid 5 in the form of a liquid, to provide a damping means such as a damping plate 6 in the liquid in the tank, and to move the tank in the horizontal direction between the tank and a structure, such as a hydraulic actuator 7. Since the actuator 5 is provided and configured, the liquid 5 in the tank 3 is forcibly excited together with the tank by the actuator, so that it is possible to generate a large wave even with a small amount of liquid, while maintaining the damping effect. By reducing the amount of the liquid 5 to be stored inside, it is possible to reduce the size of the tank, and it is possible to significantly reduce the installation area of the vibration damping device. Also, the structure 1
Even if the vibration of the tank is small, the structure 1 can be effectively
The vibration of can be attenuated in a short time, so 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.

【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……アクチェータ(油圧アクチェータ) 1 ... Structure 2 ... Damping device 3 ... Tank 5a ... Liquid level 6 ... Damping means (damping plate) 7 ... Actuator (hydraulic actuator)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】構造物の上部に水平方向に移動自在に支持
されたタンクを有し、 前記タンクに内部に開放液面を形成する形で液体を貯溜
し、 タンクの前記液体中に、減衰手段を設け、 前記タンクと構造物間に前記タンクを前記水平方向に移
動駆動するアクチェータを設けて構成した制振装置。
1. A tank, which is movably supported in a horizontal direction in an upper portion of a structure, stores a liquid in the tank so as to form an open liquid level therein, and attenuates the liquid in the tank. A vibration damping device comprising means and an actuator for moving and driving the tank in the horizontal direction between the tank and a structure.
JP16884191A 1991-06-13 1991-06-13 Damping device Pending JPH0598844A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16884191A JPH0598844A (en) 1991-06-13 1991-06-13 Damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16884191A JPH0598844A (en) 1991-06-13 1991-06-13 Damping device

Publications (1)

Publication Number Publication Date
JPH0598844A true JPH0598844A (en) 1993-04-20

Family

ID=15875525

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16884191A Pending JPH0598844A (en) 1991-06-13 1991-06-13 Damping device

Country Status (1)

Country Link
JP (1) JPH0598844A (en)

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