JPH0579224A - Vibration control device - Google Patents

Vibration control device

Info

Publication number
JPH0579224A
JPH0579224A JP16884291A JP16884291A JPH0579224A JP H0579224 A JPH0579224 A JP H0579224A JP 16884291 A JP16884291 A JP 16884291A JP 16884291 A JP16884291 A JP 16884291A JP H0579224 A JPH0579224 A JP H0579224A
Authority
JP
Japan
Prior art keywords
tank
liquid
vibration
wave motion
small
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
JP16884291A
Other languages
Japanese (ja)
Inventor
Hisayuki Yamanaka
久幸 山中
Eiko Okada
映子 岡田
Katsutoshi Miyata
勝利 宮田
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 JP16884291A priority Critical patent/JPH0579224A/en
Publication of JPH0579224A publication Critical patent/JPH0579224A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To cause a vibration control device to exhibit high damping effects with a small amount of liquid stored in a tank so as to minuaturize the tank by providing in the liquid of the tank actuators each of which moves and drives an attenuation means in opposite directions within the perpendicular of the tank. CONSTITUTION:Even when vibration of a structure 1 caused by small earthquakes or wind is small, a liquid 5 is forcibly vibrated by hydraulic actuators 7A, 7B and thereby vibration of the structure 1 is effectively attenuated. When the wave motion of the liquid 5 is increased more than predetermined magnitude, a vibration controller 10 stops its vibrating action performed via the actuators 7A, 7B. A tank 3 stops rotating in the directions of the arrows C, D and only the liquid 5 flows within the tank 3 via an attenuating plate 6 in the directions of the arrows A, B and the wave motion of the liquid 5 is attenuated by the attenuating plate 6 so as to prevent the wave motion from becoming excessive and obstructing the damping action. The magnitude of the wave motion of the liquid 5 can be freely adjusted by proper setting of e. g. the stroke of movement of each actuator 7A, 7B and so even when the amount of the liquid 5 in the tank 3 is small, generation of large wave motion is possible and high damping effects can be exhibited.

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
の上部にタンク(3)を、該タンク底部(3j)を介し
て垂直面内で正逆方向に回動自在に設け、前記タンクの
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垂直面内で正
逆方向に移動駆動するアクチェータ(7A、7B)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, according to the present invention, a tank (3) is provided on an upper portion of a structure so as to be rotatable in forward and reverse directions in a vertical plane through the tank bottom portion (3j). A liquid (5) is stored in the tank so as to form an open liquid surface (5a), and a damping means (6) is provided in the liquid in the tank,
An actuator (7A, 7B) for moving and driving the tank in the normal direction in the vertical plane is provided between the tank and the structure. 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。図2は本発明による制振装置の別の実施例を
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 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3
jに設けられた揺動軸受3gを介して垂直面内で矢印
C、D方向に揺動自在に支持されている。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い
る。タンク3の図中左右側面と構造物1間には油圧アク
チェータ7A、7B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7A、7B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 figure, and the tank 3 has the bottom surface 3 of the tank 3.
It is swingably supported in the directions of arrows C and D in a vertical plane via a swing bearing 3g provided at j. The liquid 5 is stored inside the tank 3 in a form forming an open liquid surface 5a. 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 so as to be movable in the horizontal direction in the figure, that is, in the longitudinal direction of the tank 3. Hydraulic actuators 7A and 7B are provided between the left and right side surfaces of the tank 3 in the drawing and the structure 1. Also, the structure 1
A vibration sensor 9 is provided on the upper surface 1a of the above, and the vibration control device 10 to which the above-mentioned hydraulic actuators 7A and 7B are connected is connected to the vibration sensor 9.

【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。(なお、この状態
では、タンク3はアクチェータ7A、7Bにより水平状
態に保たれている。)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1
0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7A、7Bを構造物1の振動周期に適合さ
せた形で互いにロッド7a、7aの進退動作が逆になる
形で矢印C、D方向に駆動する。すると、タンク3は揺
動軸受3gを中心に矢印C、D方向に揺動して、タンク
3内部に貯溜された液体5は、タンク3が揺動駆動され
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7A、7B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. (In this state, the tank 3 is kept horizontal by the actuators 7A and 7B.) Next, if the structure 1 vibrates in the horizontal arrows A and B due to an earthquake or wind, The vibration sensor 9 detects the vibration and outputs the vibration detection signal S1 to the vibration control device 1
Output to 0. In response to this, the vibration control device 10 drives the hydraulic actuators 7A and 7B in the directions of the arrows C and D in such a manner that the rods 7a and 7a reverse their forward and backward movements in a form adapted to the vibration cycle of the structure 1. To do. Then, the tank 3 swings around the swing bearing 3g in the directions of arrows C and D, and the liquid 5 stored in the tank 3 is swung and driven as shown by the solid line in the figure. In the tank longitudinal direction,
That is, the wave starts in the directions of arrows A and B. 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 actuators 7A and 7B. 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 the object 1, and it is possible to exhibit the vibration damping effect in a short time. Becomes

【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7A、
7B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7A、7Bを介した加振動作を停止する。
すると、タンク3は矢印C、D方向の回動を停止し、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7A、7B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 if the vibration of the structure 1 is small due to a vibration such as a small earthquake or wind, the hydraulic actuator 7A,
Since the liquid 6 is forcibly excited by 7B, the structure 1
Vibrations are effectively dampened. Further, when the wave of the liquid 5 exceeds a predetermined magnitude, the vibration control device 10 stops the vibration operation via the actuators 7A and 7B.
Then, the tank 3 stops rotating in the directions of arrows C and D, and only the liquid 5 flows through the damping plate 6 in the tank 3 in the directions of arrows A and B. The wave is damped, and the wave is prevented from becoming excessive and becoming an obstacle to the vibration damping operation. The magnitude of the wave of the liquid 5 can be arbitrarily adjusted by appropriately setting the moving stroke of the actuators 7A and 7B, 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】[0011]

【発明の効果】以上説明したように本発明によれば、構
造物の上部にタンク3を、該タンク底面3jなどの底部
を介して垂直面内で正逆方向に回動自在に設け、前記タ
ンクの内部に開放液面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垂直面
内で正逆方向に移動駆動する油圧アクチェータ7A、7
B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, the tank 3 is provided on the upper part of the structure so as to be rotatable in the forward and reverse directions in the vertical plane via the bottom portion such as the tank bottom surface 3j. The liquid 5 is stored in the tank so as to form an open liquid surface 5a, and a damping means such as a damping plate 6 is provided in the liquid of the tank so that the tank is located between the tank and a structure in the vertical plane. Hydraulic actuators 7A, 7 driven to move forward and backward by
Since the actuators such as B are provided and configured, the tank 3
Since the liquid 5 inside is forcibly shaken together with the tank by the actuator, it is possible to generate a large wave even with a small amount of liquid, and the amount of liquid 5 to be stored inside can be maintained while maintaining the damping effect. It is possible to reduce the size of the tank and reduce the size of the tank, and it is possible to significantly reduce the installation area of the vibration damping device. Further, even if the vibration of the structure 1 is small, the vibration of the structure 1 can be effectively damped in a short time by forcibly exciting the liquid 5 together with the tank by the actuator, so that the wind or a small earthquake It is extremely effective in this regard.

【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は本発明による制振装置の別の実施例を示
す正面図である。
FIG. 2 is a front view showing another embodiment of the 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) 7A、7B……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) 7A, 7B ... Actuator (hydraulic actuator)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】構造物の上部にタンクを、該タンク底部を
介して垂直面内で正逆方向に回動自在に設け、 前記タンクの内部に開放液面を形成する形で液体を貯溜
し、 前記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垂直面内で正
逆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 is provided on an upper part of a structure so as to be rotatable in forward and reverse directions in a vertical plane through the tank bottom, and a liquid is stored in the tank so as to form an open liquid surface. A damping device, wherein damping means is provided in the liquid in the tank, and an actuator for moving and driving the tank in forward and backward directions in the vertical plane is provided between the tank and a structure.
JP16884291A 1991-06-13 1991-06-13 Vibration control device Pending JPH0579224A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16884291A JPH0579224A (en) 1991-06-13 1991-06-13 Vibration control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16884291A JPH0579224A (en) 1991-06-13 1991-06-13 Vibration control device

Publications (1)

Publication Number Publication Date
JPH0579224A true JPH0579224A (en) 1993-03-30

Family

ID=15875545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16884291A Pending JPH0579224A (en) 1991-06-13 1991-06-13 Vibration control device

Country Status (1)

Country Link
JP (1) JPH0579224A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8351098B2 (en) * 2007-07-31 2013-01-08 Canon Kabushiki Kaisha Image processing apparatus, image forming apparatus, methods of controlling image processing apparatus and image forming apparatus to reconstruct an electronic color image from a printed color image

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8351098B2 (en) * 2007-07-31 2013-01-08 Canon Kabushiki Kaisha Image processing apparatus, image forming apparatus, methods of controlling image processing apparatus and image forming apparatus to reconstruct an electronic color image from a printed color image

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