JPH02275134A - Damping device - Google Patents
Damping deviceInfo
- Publication number
- JPH02275134A JPH02275134A JP9465489A JP9465489A JPH02275134A JP H02275134 A JPH02275134 A JP H02275134A JP 9465489 A JP9465489 A JP 9465489A JP 9465489 A JP9465489 A JP 9465489A JP H02275134 A JPH02275134 A JP H02275134A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- tanks
- fluid
- waves
- case
- 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 15
- 239000007788 liquid Substances 0.000 claims description 22
- 239000012530 fluid Substances 0.000 abstract 6
- 230000010355 oscillation Effects 0.000 abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【発明の詳細な説明】
(a)、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。DETAILED DESCRIPTION OF THE INVENTION (a) Industrial Application Field 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.
(b)、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(C)1発明が解決すべき問題
点
こうしたタンクは、その大きさが一定であったために、
地震に際して構造物の耐震壁等の破壊等によって構造物
の振動数に変化が生じた場合に、適切に対応することが
出来ない不都合があった。(b), Prior Art Recently, a tank storing a liquid such as water having a rocking frequency matching the natural frequency of the structure is installed on top of a structure, and vibrations generated in the structure are absorbed by the tank. (C) 1 Problems to be solved by the invention Since the size of such a tank was constant,
When an earthquake causes a change in the vibration frequency of a structure due to the destruction of the structure's earthquake-resistant walls, etc., there is an inconvenience in that it is not possible to respond appropriately.
本発明は、前述の欠点を解消すへく、構造物に生じる振
動数の変動に対応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。SUMMARY OF THE INVENTION In order to eliminate the above-mentioned drawbacks, the present invention aims to provide a vibration damping device that can cope with fluctuations in vibration frequency occurring in a structure.
(d)0問題点を解決するための手段
即ち1本発明は、液体(5)を開放液面(5a)を有す
る形で内部に貯溜した2個以上の部分タンク(3a)を
有し、それら部分タンク(3a)を連通部(3b)を介
して直列に接続して構成される。(d) Means for solving the problem 1 The present invention comprises two or more partial tanks (3a) in which a liquid (5) is stored with an open liquid surface (5a), These partial tanks (3a) are connected in series via a communication part (3b).
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。Note that numbers in parentheses are for convenience and indicate corresponding elements in the drawings.
本記述は図面上の記載に限定されるものでは無い。This description is not limited to the description on the drawings.
以下の、r(e)、作用」の欄についても同様である。The same applies to the column "r(e), action" below.
(e)1作用
上記した構成により、本発明は、構造物(1)の振動数
が高い内は、各部分タンク(3a)内の液体(5)が個
別に波動を生じ、振動数が低くなると複数の部分タンク
(3a)全体として波動が生じるように作用する。(e) 1 Effect With the configuration described above, the present invention is such that while the vibration frequency of the structure (1) is high, the liquid (5) in each partial tank (3a) individually generates waves, and when the vibration frequency is low. Then, the plurality of partial tanks (3a) as a whole act to generate waves.
(f)、実施例 以下、本発明の実施例を図面に基づき説明する。(f), Example Embodiments of the present invention will be described below based on the drawings.
第1図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.
制振装置1は、第1図に示すように、構造物2の上部に
設置されたタンク3を有しており、タンク3は3個の分
割された部分タンク3aを有している。各部分タンク3
aは矢印C,D方向の寸法がLlに形成されており、そ
れ等部分タンク3aは水平方向に直列に配置され、全体
的にはL2の寸法を有するタンク3を構成している。ま
た。As shown in FIG. 1, the vibration damping device 1 has a tank 3 installed on the top of a structure 2, and the tank 3 has three divided partial tanks 3a. Each part tank 3
A has a dimension Ll in the direction of arrows C and D, and these partial tanks 3a are arranged in series in the horizontal direction, forming a tank 3 having an overall dimension L2. Also.
各部分タンク3aは、相互に連通部3bを介して接続し
ており、タンク3の内部には水等の液体5が上部に開放
液面5aを形成する形で貯溜されている。The partial tanks 3a are connected to each other via a communication portion 3b, and a liquid 5 such as water is stored inside the tank 3 with an open liquid surface 5a formed at the top.
制振装置1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2は水平方向に揺れることはなく、従
って、タンク3内の液体5もその液面5aが水平状態を
維持した形で貯溜される。Since the vibration damping device 1 has the above-described configuration, the structure 2 does not sway in the horizontal direction under normal conditions, and therefore, the liquid level 5a of the liquid 5 in the tank 3 maintains a horizontal state. It is stored in the form of
また、地震や風等で構造物2に矢印C,D方向に揺れが
生じた場合には、タンク3内の液体5は、構造物2の振
動に誘起される形で矢印C,D方向に波動5bを生じる
。この波動5bは、構造物2の振動数が高い場合には、
各部分タンク3a内で、図中破線に示すように個別に生
じ、振動はそれ等各部分タンク3a内で生じる波動5b
により効果的に吸収される。Furthermore, if the structure 2 shakes in the directions of arrows C and D due to earthquakes, wind, etc., the liquid 5 in the tank 3 will move in the directions of arrows C and D due to the vibration of the structure 2. A wave 5b is generated. When the frequency of the structure 2 is high, this wave 5b is
Within each partial tank 3a, vibrations occur individually as shown by the broken lines in the figure, and the vibrations are waves 5b generated within each partial tank 3a.
absorbed more effectively.
また、大地震等により構造物2内の耐震壁等が破壊され
、その結果、構造物2の振動数が低くなると、各部分タ
ンク3a内に生じる波動5bが徐々に大きくなり、それ
につれてタンク3内の液体5も連通部3bを介して部分
タンク3a間で流動を開始する。すると、タンク3内の
波動5bは、各部分タンク3aで生じるものよりも3個
の部分タンク3aが連結されたタンク3全体として生じ
るもののほうが強くなり、第1図1点鎖線で示すように
、大きな波動5bが連通部3bを介して生じる。この場
合、液体5は連通部3bを介して各部分タンク3a、3
a間を流動するが、連通部3bは液体5の部分タンク3
a間の流動を阻止する方向にも作用するので、液体5の
波動を減衰させる減衰手段としても機能する。こうして
、液体5は構造物2の振動をその波動エネルギで吸収し
つつ、連通部3bによりその波動が減衰させられ、結果
的に構造物2の矢印C,D方向の振動は吸収される。Furthermore, when the earthquake-resistant walls, etc. within the structure 2 are destroyed due to a major earthquake, etc., and as a result, the vibration frequency of the structure 2 decreases, the wave motion 5b generated within each partial tank 3a gradually increases, and as a result, the tank 3 The liquid 5 inside also starts flowing between the partial tanks 3a via the communication portion 3b. Then, the wave 5b inside the tank 3 becomes stronger when the three partial tanks 3a are connected as a whole in the tank 3 than in each partial tank 3a, as shown by the one-dot chain line in FIG. A large wave 5b is generated via the communication portion 3b. In this case, the liquid 5 is supplied to each partial tank 3a, 3 via the communication portion 3b.
a, but the communication part 3b is a partial tank 3 of the liquid 5.
Since it also acts in the direction of blocking the flow between points a, it also functions as a damping means for damping the wave motion of the liquid 5. In this way, the liquid 5 absorbs the vibrations of the structure 2 with its wave energy, and the communication portion 3b attenuates the waves, and as a result, the vibrations of the structure 2 in the directions of arrows C and D are absorbed.
なお、各部分タンク3a間を連通ずる連通部3bの設置
位置、形状、更には連通部3bの長さL3は求める制振
性能に応じて適宜設定することが出来ることは勿論であ
る。It goes without saying that the installation position and shape of the communication part 3b that communicates between the respective partial tanks 3a, as well as the length L3 of the communication part 3b, can be appropriately set according to the desired vibration damping performance.
(g)0発明の詳細
な説明したように本発明によれば、液体5を開放液面5
aを有する形で内部に貯溜した2個以上の部分タンク3
aを有し、それら部分タンク3aを連通部3bを介して
直列に接続して構成したので、構造物2の振動数が高い
うちは液体5が各部分タンク3内で個別に波動し、振動
数が低くなると連通部3bを介して液体5が複数の部分
タンク3a間で流動し、接続された複数の部分タンク3
a全体として波動するので、高い振動数から低い振動数
の波動まで一つの制振装置1で生起させることが可能と
なり、構造物1の振動数の変化に適切に対応することが
可能となる。(g) 0Detailed Description of the Invention According to the present invention, as described above, the liquid 5 is opened to the liquid level 5.
Two or more partial tanks 3 stored inside in the form of a
a, and the partial tanks 3a are connected in series through the communication part 3b, so while the frequency of the structure 2 is high, the liquid 5 waves individually in each partial tank 3, causing vibrations. When the number becomes low, the liquid 5 flows between the plurality of partial tanks 3a via the communication part 3b, and the plurality of connected partial tanks 3
Since the entire structure a vibrates in waves, it becomes possible to generate waves from high to low frequencies with one vibration damping device 1, and it becomes possible to appropriately respond to changes in the vibration frequency of the structure 1.
第1図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。
1・・・・・制振装置
3d ・・部分タンク
3b・・・・・・連通部
5・・・・・液体
5a・・・・液面FIG. 1 is a front view showing one embodiment of a vibration damping device according to the present invention. 1... Vibration damping device 3d... Partial tank 3b... Communication part 5... Liquid 5a... Liquid level
Claims (1)
部分タンクを有し、 それら部分タンクを連通部を介して直列に接続して構成
した制振装置。[Scope of Claims] A vibration damping device comprising two or more partial tanks in which liquid is stored inside with an open liquid surface, and these partial tanks are connected in series through a communication part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9465489A JPH02275134A (en) | 1989-04-14 | 1989-04-14 | Damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9465489A JPH02275134A (en) | 1989-04-14 | 1989-04-14 | Damping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02275134A true JPH02275134A (en) | 1990-11-09 |
Family
ID=14116241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9465489A Pending JPH02275134A (en) | 1989-04-14 | 1989-04-14 | Damping device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02275134A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008261449A (en) * | 2007-04-13 | 2008-10-30 | Shimizu Corp | Vibration control device |
-
1989
- 1989-04-14 JP JP9465489A patent/JPH02275134A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008261449A (en) * | 2007-04-13 | 2008-10-30 | Shimizu Corp | Vibration control device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4953330A (en) | Damping device in a structure and damping construction and damping method using those devices | |
| JPH01131763A (en) | Vibration damper for structure | |
| CN109736362A (en) | Vibrating isolation system | |
| JPH01131767A (en) | Vibration suppression device for structures | |
| JPH03117745A (en) | Dynamic oscillation absorber | |
| JPH01315567A (en) | Arrangement for damping device in structure | |
| JPH02275139A (en) | Damping device | |
| JPH02275141A (en) | Damping device | |
| JPH0765634B2 (en) | Vibration control device | |
| JPH0218455B2 (en) | ||
| JPH02271129A (en) | Vibration suppressing device | |
| JPH02275131A (en) | Damping device | |
| JPH02272176A (en) | Vibration controller | |
| JP2729233B2 (en) | Vibration suppression device for structures | |
| JPH02157369A (en) | Vibration control device for structures | |
| JPH02275138A (en) | Damping device | |
| JP2000130496A (en) | Spherical tank damping device | |
| JPH02275142A (en) | Damping device | |
| JPH02271135A (en) | Vibration suppressing device | |
| JPH03253677A (en) | Vibration damp | |
| JPH02271134A (en) | Vibration suppressing device | |
| JP2538846B2 (en) | Damping method for existing structures | |
| JPH04347280A (en) | Building vibration damping device | |
| SU92985A1 (en) | Device for damping vibrations of chimneys, radio masts, towers and similar structures | |
| JPH02275136A (en) | Damping device |