JPH04366041A - Vibration controlling device - Google Patents

Vibration controlling device

Info

Publication number
JPH04366041A
JPH04366041A JP16883891A JP16883891A JPH04366041A JP H04366041 A JPH04366041 A JP H04366041A JP 16883891 A JP16883891 A JP 16883891A JP 16883891 A JP16883891 A JP 16883891A JP H04366041 A JPH04366041 A JP H04366041A
Authority
JP
Japan
Prior art keywords
liquid
tank
vibration
wave
making plate
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
JP16883891A
Other languages
Japanese (ja)
Inventor
Eiji Tatsumi
栄司 立見
Hidetoshi Yoshida
英敏 吉田
Hideyuki Kosaka
英之 小坂
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 JP16883891A priority Critical patent/JPH04366041A/en
Publication of JPH04366041A publication Critical patent/JPH04366041A/en
Pending legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Combined Devices Of Dampers And Springs (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To provide a compact tank by fulfilling a large vibration controlling effect with a small amount of stored liquid. CONSTITUTION:A wave-making plate 8 movably driven in liquid 5 by a hydraulic actuator 7 is provided in a tank 3 so that the wave-making plate 8 is driven in an earthquake to forcibly vibrate the liquid 5 for damping the vibration of a structure 1.

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 use in damping vibrations generated in structures such as buildings due to earthquakes, wind, etc.

【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。
[Prior Art] Recently, a vibration damping device consisting of a tank containing a liquid such as water having a rocking frequency matching the natural frequency of the structure has been installed on the top of the structure, and vibrations generated in the structure are A proposal has been made to absorb this by 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。
[Problem to be Solved by the Invention] However, in order to generate enough wave energy to absorb the vibrations of a structure using this method, the amount of liquid that must be stored inside the tank is large, and the tank Therefore, it is inevitable that the vibration damping device becomes larger. However, this type of vibration damping device is often installed in places with limited space, such as on the roof of a structure, so increasing the size of the vibration damping device poses a problem when installing other equipment such as elevators. This will cause an inconvenience.

【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。
SUMMARY OF THE INVENTION In view of the above-mentioned circumstances, it is an object of the present invention to provide a vibration damping device that can exhibit a large damping effect even with a small amount of liquid and requires less 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
開放液面(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
内部の前記液体中に、減衰手段(6)を設け、前記タン
ク内部の液体中に造波板(8)を往復駆動自在に設けて
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。
[Means for Solving the Problems] That is, the present invention provides a vibration damping device (2) provided with a tank (3) in which a liquid (5) is stored so as to form an open liquid surface (5a) therein. A damping means (6) is provided in the liquid inside the tank, and a wave-making plate (8) is provided in the liquid inside the tank so that it can be driven back and forth. Note that numbers in parentheses are for convenience and indicate corresponding elements in the drawings, and therefore, this description is not limited to the descriptions on the drawings. The same applies to the column "(e). Effect" 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)は造波板(8)により強制的に加振され
るように作用する。
[Operation] With the above-described configuration, the present invention provides a tank (3)
The liquid (5) inside is forcibly vibrated by the wave-making plate (8).

【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 Hereinafter, embodiments of the present invention will be explained based on the drawings. FIG. 1 is a front view showing one 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
固定的に設けられている。タンク3の図中左方の上部に
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を上下方向、即ち図
中矢印C、D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の先端は液体中に没しており、該先端
には板状の部材から形成された造波板8が水平に接続さ
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 disposed on the upper surface 1a of the structure 1, such as the rooftop. has a tank 3 formed into a rectangle. The longitudinal direction of the tank 3 is set in the left-right direction in the figure, and a liquid 5 is stored inside the tank 3 so as to form an open liquid surface 5a. A damping plate 6 made of a porous material such as a mesh is fixedly provided in the center of the tank 3 with its lower part submerged in the liquid 5. A bracket 3c is provided on the upper left side of the tank 3 in the figure, and a hydraulic actuator 7 is provided on the bracket 3c so that the rod 7a can be freely protruded and driven in the vertical direction, that is, in the direction of arrows C and D in the figure. It is being The tip of the rod 7a is submerged in the liquid, and a wave-making plate 8 formed from a plate-shaped member is horizontally connected to the tip. Further, a vibration sensor 9 is provided on the upper surface 1a of the structure 1, and the vibration control device 10 to which the above-mentioned hydraulic actuator 7 is 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。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C、D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、造波板8も液体5中で矢印
C、D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、造波板8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
及び造波板8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 configuration, no vibration occurs in the structure 1 under normal conditions.
The liquid level 5a of the liquid 5 stored in the tank 3 is maintained in a horizontal state as shown in FIG. Next, when the structure 1 vibrates in the horizontal directions of arrows A and B due to an earthquake, wind, etc., 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
is reciprocated in the directions of arrows C and D in a manner that matches the vibration period of the structure 1. Then, the wave-making plate 8 is also driven in the directions of arrows C and D in the liquid 5, so that the liquid 5 stored in the tank 3 directly excites waves through the tank 3 due to the shaking of the structure 1 itself. At the same time, due to the reciprocating movement of the wave-making plate 8, wave motion is started in the longitudinal direction of the tank, as shown by the solid line in the figure. The wave behavior of the liquid 5 is controlled by the vibration control device 10 so as to cancel out the vibrations generated in the structure 1, so the vibrations of the structure 1 are quickly attenuated. Note that as soon as the structure 1 starts vibrating, the vibration sensor 9 detects the vibration, and the vibration control device 10 starts the hydraulic actuator 7.
And since the liquid 5 is forcibly vibrated via the wave-making plate 8,
Rather than waiting for the liquid 5 in the tank 3 to start natural wave motion due to the vibration of the structure 1, it is possible to generate waves of a predetermined amplitude in a short time, and the damping effect can be exerted in a short time. It becomes possible.

【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、造波板8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、造波板8はタンク3
内で停止し、更なる波動の生成動作を停止する。しかし
、タンク3内には、多孔性の材料から成る減衰板6が設
けられているので、液体5は波動に際して当該減衰板6
を介してタンク3内を矢印A、B方向に流動する。従っ
て、造波板8による波動の生成が中断されると、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、造波板8を矢印C、D
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。
Furthermore, even if the vibration of the structure 1 is small due to vibrations caused by a small earthquake or wind, the liquid 5 is forcibly vibrated by the wave-making plate 8, so the vibration of the structure 1 is effectively suppressed. Attenuated. Further, when the wave motion of the liquid 5 exceeds a predetermined magnitude, the vibration control device 10 stops the vibration operation via the actuator 7. Then, the wave-making plate 8 is connected to the tank 3.
It stops within and stops generating further waves. However, since a damping plate 6 made of a porous material is provided in the tank 3, the liquid 5 is undulated by the damping plate 6 during wave motion.
The liquid flows through the tank 3 in the directions of arrows A and B. Therefore, when the wave generation by the wave-making plate 8 is interrupted, the wave motion of the liquid 5 is attenuated by the damping plate 6, and the wave motion is prevented from becoming excessive and interfering with the damping operation. . The magnitude of the wave motion of the liquid 5 can be determined by pointing the wave-making plate 8 at arrows C and D.
Since it can be set arbitrarily by driving in the direction, it is possible to generate large waves and exhibit a high vibration damping effect even if the amount of liquid 5 in the tank 3 is at least.

【0011】なお、上述の実施例は、造波板8が水平状
態に設置された場合について述べたが、造波板8は、水
平に限らず、図2に示すように、垂直状態に設置しても
良いことは勿論である。
[0011] In the above embodiment, the wave-making plate 8 was installed in a horizontal position, but the wave-making plate 8 is not limited to being installed horizontally, but can be installed in a vertical position as shown in FIG. Of course, it is okay to do so.

【0012】0012

【発明の効果】以上説明したように本発明によれば、内
部に開放液面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、タンク内部の前記液
体中に、減衰板6などの減衰手段を設け、前記タンク内
部の液体中に造波板8を往復駆動自在に設けて構成した
ので、タンク3内の液体5は造波板8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、造波板により液体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 explained above, according to the present invention, in the vibration damping device 2 provided with the tank 3 in which the liquid 5 is stored so as to form an open liquid surface 5a inside, , a damping means such as a damping plate 6 is provided, and a wave-making plate 8 is provided in the liquid inside the tank so that it can be driven back and forth, so that the liquid 5 in the tank 3 is forcibly vibrated by the wave-making plate 8. Therefore, it is possible to generate large waves even with a small amount of liquid, and while maintaining the vibration damping effect, it is possible to reduce the amount of liquid 5 to be stored inside and downsize the tank. , it becomes possible to significantly reduce the installation area of the vibration damping device. In addition, 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 using a wave-making plate, so it is possible to dampen the vibration of the structure 1 in a short time. It is also extremely effective.

【図面の簡単な説明】[Brief explanation of the drawing]

【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 one 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 5……液体 5a……液面 6……減衰手段(減衰板) 8……造波板 1...Structure 2... Vibration damping device 3...Tank 5...Liquid 5a...liquid level 6... Damping means (damping plate) 8... Wave plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】内部に開放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、前記タンク内部
の前記液体中に減衰手段を設け、前記タンク内部の液体
中に造波板を往復駆動自在に設けて構成した制振装置。
Claim 1: A vibration damping device comprising a tank storing a liquid with an open liquid surface formed therein, wherein a damping means is provided in the liquid inside the tank, and a damping means is provided in the liquid inside the tank to create waves in the liquid inside the tank. A vibration damping device consisting of a plate that can be driven back and forth.
JP16883891A 1991-06-13 1991-06-13 Vibration controlling device Pending JPH04366041A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16883891A JPH04366041A (en) 1991-06-13 1991-06-13 Vibration controlling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16883891A JPH04366041A (en) 1991-06-13 1991-06-13 Vibration controlling device

Publications (1)

Publication Number Publication Date
JPH04366041A true JPH04366041A (en) 1992-12-17

Family

ID=15875466

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16883891A Pending JPH04366041A (en) 1991-06-13 1991-06-13 Vibration controlling device

Country Status (1)

Country Link
JP (1) JPH04366041A (en)

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