JPH0593476A - Damping device - Google Patents
Damping deviceInfo
- Publication number
- JPH0593476A JPH0593476A JP16884091A JP16884091A JPH0593476A JP H0593476 A JPH0593476 A JP H0593476A JP 16884091 A JP16884091 A JP 16884091A JP 16884091 A JP16884091 A JP 16884091A JP H0593476 A JPH0593476 A JP H0593476A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- damping
- liquid
- tank
- wave
- 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
Links
- 238000013016 damping Methods 0.000 title claims abstract description 61
- 239000007788 liquid Substances 0.000 claims abstract description 43
- 230000000694 effects Effects 0.000 abstract description 5
- 230000005284 excitation Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 238000001514 detection method Methods 0.000 description 4
- 230000002238 attenuated effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011148 porous material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【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】通常、この種の制振装
置にはタンク内部の液体の波動を減衰させるための減衰
部材が設けられているが、構造物の振動が大きく、高い
制振力が必要な場合には減衰手段を設けずに、液体の振
動をなるべく抑制しない方が望ましい反面、該振動が収
束する際には、タンク内の液体の振動がいつまでも残留
すると、当該液体の振動に起因する振動が構造物に発生
してしまい、いつまでも構造物の振動が収まらなくなる
不都合が生じる。Normally, this type of vibration damping device is provided with a damping member for damping the wave motion of the liquid inside the tank, but the vibration of the structure is large and the high damping force is high. If it is necessary to suppress the vibration of the liquid as much as possible without providing damping means, on the other hand, when the vibration converges, if the vibration of the liquid in the tank remains forever, The resulting vibration is generated in the structure, which causes a problem that the vibration of the structure cannot be contained forever.
【0004】本発明は、上記事情に鑑み、構造物の振動
が大きい場合には、高い制振力を発揮することが出来、
該振動が収束する際には、タンク内部の液体の残留振動
を速やかに減衰することが出来る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, the present invention can exert a high damping force when the vibration of a structure is large,
An object of the present invention is to provide a vibration damping device that can quickly damp the residual vibration of the liquid inside the tank when the vibration converges.
【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、前記タ
ンクの液体中に減衰手段(6)を前記液体の波動方向に
対して開閉自在に設け、構造物(1)の振動を検出する
振動検出手段(20)を設け、前記振動検出手段に、該
振動検出手段により検出された構造物の振動が所定値以
上の場合には前記減衰手段を前記波動方向に対して開放
し、前記振動が所定値以下の場合には前記減衰手段を前
記波動方向に対して閉鎖するように制御する開閉制御手
段(17、19)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 provides a vibration damping device (2) provided with a tank (3) for storing a liquid (5) in a form of forming an open liquid surface (5a), Damping means (6) is provided in the liquid in the tank so as to be openable and closable in the wave direction of the liquid, and vibration detection means (20) for detecting the vibration of the structure (1) is provided. When the vibration of the structure detected by the vibration detecting means is greater than or equal to a predetermined value, the damping means is opened in the wave direction, and when the vibration is less than or equal to the predetermined value, the damping means is moved in the wave direction. The opening / closing control means (17, 19) for controlling to close the control unit is provided. 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、構造物(1)
の振動が大きく高い制振効果が必要な場合には、減衰手
段を開放して液体を波動方向に減衰させること無く振動
させ、構造物(1)の振動が収束してきた場合には、減
衰手段を閉鎖して、液体(5)の残留振動を減衰させる
ように作用する。With the above structure, the present invention provides a structure (1)
When a large vibration is required and a high damping effect is required, the damping means is opened to cause the liquid to vibrate without being damped in the wave direction, and when the vibration of the structure (1) has converged, the damping means To act to dampen residual vibrations of the liquid (5).
【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、図2は第1図のタンク部分の平面図、図3は液体の
振動態様を示す振幅−時間線図である。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 plan view of the tank portion of FIG. 1, and FIG. 3 is an amplitude-time diagram showing a vibration mode of a liquid.
【0008】構造物1の屋上等の上面1aには、図1及
び図2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2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、6が互いに対向する形で
設けられており、減衰板6、6は液体5内に没する形で
かつ、図2中矢印C、D方向、即ち液体5の波動方向に
対して減衰板6、6がピン6aを中心に開閉自在に設け
られ、更に減衰板6、6にはアクチェータなどからなる
開閉駆動機構17が接続されている。開閉駆動機構17
には開閉制御装置19が接続されており、開閉制御装置
19には、構造物1の上面1aに装着された振動センサ
20が接続している。As shown in FIGS. 1 and 2, 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 as shown in FIG. The tank 3 has a rectangular planar shape. Tank 3
The longitudinal direction 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. Damping plates 6, 6 made of a porous material such as a mesh are provided in a central portion of the tank 3 so as to face each other, and the damping plates 6, 6 are submerged in the liquid 5 and as shown in FIG. Damping plates 6, 6 are provided so as to be openable and closable around pins 6a in the directions of the middle arrows C, D, that is, the wave direction of the liquid 5, and the damping plates 6, 6 are further provided with an opening / closing drive mechanism 17 including an actuator. It is connected. Open / close drive mechanism 17
The open / close control device 19 is connected to the open / close control device 19, and the open / close control device 19 is connected to the vibration sensor 20 mounted on the upper surface 1 a of the structure 1.
【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、
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を介して波動を励起させられる。液体5
の波動は構造物1の共振周波数に対応して設定されてい
るので、液体5の振動により構造物1の振動は速やかに
減衰される。なお、構造物1の振動の大きさは振動セン
サ20により常に監視されており、構造物1の振動が大
きく、大きな制振力が必要な場合には、振動センサ20
からの振動検出信号S1に基づき、開閉制御装置19は
開閉駆動機構17に対して減衰板6の開放を指令する。
これを受けて、開閉制御部19は減衰板6を矢印C方向
に開放する。すると、タンク3内の液体5はその波動方
向に何らの減衰手段も無くなるので、その波動を十分に
継続させることが出来、構造物1の振動に対して強い制
振効果を発揮することが出来る。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 liquid 5 stored in the tank 3 is excited by the vibration of the structure 1 itself via the tank 3. Liquid 5
Since the wave of is set according to the resonance frequency of the structure 1, the vibration of the structure 1 is quickly attenuated by the vibration of the liquid 5. The magnitude of the vibration of the structure 1 is constantly monitored by the vibration sensor 20, and when the vibration of the structure 1 is large and a large damping force is required, the vibration sensor 20 is used.
Based on the vibration detection signal S1 from the opening / closing controller 19, the opening / closing controller 19 commands the opening / closing drive mechanism 17 to open the damping plate 6.
In response to this, the opening / closing control unit 19 opens the damping plate 6 in the arrow C direction. Then, since the liquid 5 in the tank 3 does not have any damping means in the wave direction, the wave can be sufficiently continued and a strong vibration damping effect against the vibration of the structure 1 can be exhibited. .
【0010】また、構造物1の揺れが収束に向い、タン
ク3内の液体5の波高も小さくなってきた場合には、そ
のままでは、図3に示すように、時間T1以降は、逆
に、液体5の残留振動が構造物1を振動させる原因とな
るので、構造物1の振動が所定の値以下になったところ
で、振動センサ20からの検出信号S1に基づき、開閉
制御装置19は開閉駆動機構17に対して減衰板6の閉
鎖を指令する。これを受けて、開閉制御装置19は減衰
板6を矢印DC方向に閉鎖する。すると、タンク3はそ
の中央部で減衰板6、6により閉塞される形となり、液
体5は当該減衰板6、6内を通過しない限り波動を継続
することが出来なくなり、液体5は減衰板6によりその
波動エネルギを吸収され、図3、1点鎖線線で示すよう
に、速やかに減衰され、構造物1に液体5の残留振動が
伝達されることは防止される。When the swing of the structure 1 tends to converge and the wave height of the liquid 5 in the tank 3 also becomes small, as it is, as shown in FIG. 3, after the time T1, on the contrary, Since the residual vibration of the liquid 5 causes the structure 1 to vibrate, the opening / closing control device 19 drives the opening / closing based on the detection signal S1 from the vibration sensor 20 when the vibration of the structure 1 becomes a predetermined value or less. The mechanism 17 is instructed to close the damping plate 6. In response to this, the opening / closing control device 19 closes the damping plate 6 in the direction of the arrow DC. Then, the tank 3 is closed by the damping plates 6 and 6 at the central portion thereof, and the liquid 5 cannot continue the wave motion unless it passes through the damping plates 6 and 6, and the liquid 5 is damped. As a result, the wave energy is absorbed and rapidly attenuated as shown by the one-dot chain line in FIG. 3, and the residual vibration of the liquid 5 is prevented from being transmitted to the structure 1.
【0011】[0011]
【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、前記タンクの液体中
に、減衰板6などの減衰手段を矢印A、B方向などの前
記液体の波動方向に対して開閉自在に設け、構造物1の
振動を検出する振動センサ20などの振動検出手段を設
け、前記振動検出手段に、該振動検出手段により検出さ
れた構造物1の振動が所定値以上の場合には前記減衰手
段を前記波動方向に対して開放し、前記振動が所定値以
下の場合には前記減衰手段を前記波動方向に対して閉鎖
するように制御する開閉制御装置19、開閉駆動機構1
7などの開閉制御手段を設けて構成したので、構造物1
の振動が大きく高い制振効果が必要な場合には、減衰手
段を開放して、液体を波動方向に減衰させること無く振
動させ、構造物1の振動が収束してきた場合には、減衰
手段を閉鎖して、液体5の残留振動を減衰させ、該振動
により構造物1が振動することを防止することが出来
る。従って、高い制振効果と、内部に貯溜される液体の
残留振動の少ない制振装置の提供が可能となる。As described above, according to the present invention, in the vibration damping device 2 in which the tank 3 storing the liquid 5 in the form of the open liquid surface 5a is provided, in the liquid of the tank, Damping means such as a damping plate 6 is provided so as to be openable and closable with respect to the wave direction of the liquid such as arrow A and B directions, and vibration detecting means such as a vibration sensor 20 for detecting vibration of the structure 1 is provided to detect the vibration. The damping means is opened in the wave direction when the vibration of the structure 1 detected by the vibration detecting means is equal to or more than a predetermined value, and the damping means is opened when the vibration is less than or equal to the predetermined value. Opening / closing control device 19 for controlling so as to close the wave direction and opening / closing drive mechanism 1
Since the opening / closing control means such as 7 is provided, the structure 1
If a large vibration is required and a high damping effect is required, the damping means is opened to vibrate the liquid without damping it in the wave direction, and when the vibration of the structure 1 has converged, the damping means is By closing, the residual vibration of the liquid 5 can be damped, and the structure 1 can be prevented from vibrating due to the vibration. Therefore, it is possible to provide a vibration damping device having a high vibration damping effect and less residual vibration of the liquid stored inside.
【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は第1図のタンク部分の平面図、2 is a plan view of the tank portion of FIG. 1,
【図3】図3は液体の振動態様を示す振幅−時間線図で
ある。FIG. 3 is an amplitude-time diagram showing a vibration mode of a liquid.
1……構造物 2……制振装置 3……タンク 5a……液面 6……減衰手段(減衰板) 17……開閉制御手段(開閉駆動機構) 19……開閉制御手段(開閉制御装置) 20……振動検出手段(振動センサ) 1 ... Structure 2 ... Damping device 3 ... Tank 5a ... Liquid level 6 ... Damping means (damping plate) 17 ... Open / close control means (open / close drive mechanism) 19 ... Open / close control means (open / close control device) ) 20 ... Vibration detection means (vibration sensor)
Claims (1)
したタンクを設けた制振装置において、 前記タンクの液体中に、減衰手段を前記液体の波動方向
に対して開閉自在に設け、 構造物の振動を検出する振動検出手段を設け、 前記振動検出手段に、該振動検出手段により検出された
構造物の振動が所定値以上の場合には前記減衰手段を前
記波動方向に対して開放し、前記振動が所定値以下の場
合には前記減衰手段を前記波動方向に対して閉鎖するよ
うに制御する開閉制御手段を設けて構成した制振装置。1. A vibration damping device provided with a tank for storing a liquid therein so as to form an open liquid surface, wherein damping means is provided in the liquid of the tank so as to be openable and closable in the wave direction of the liquid. A vibration detecting means for detecting the vibration of the structure is provided, and when the vibration of the structure detected by the vibration detecting means is equal to or more than a predetermined value, the damping means is provided with respect to the wave direction. A vibration damping device configured to include an opening / closing control unit that opens and controls the damping unit to close in the wave direction when the vibration is below a predetermined value.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16884091A JPH0593476A (en) | 1991-06-13 | 1991-06-13 | Damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16884091A JPH0593476A (en) | 1991-06-13 | 1991-06-13 | Damping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0593476A true JPH0593476A (en) | 1993-04-16 |
Family
ID=15875504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16884091A Pending JPH0593476A (en) | 1991-06-13 | 1991-06-13 | Damping device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0593476A (en) |
-
1991
- 1991-06-13 JP JP16884091A patent/JPH0593476A/en active Pending
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