JPH02271128A - Suppressing of vibration and device therefor - Google Patents
Suppressing of vibration and device thereforInfo
- Publication number
- JPH02271128A JPH02271128A JP9358289A JP9358289A JPH02271128A JP H02271128 A JPH02271128 A JP H02271128A JP 9358289 A JP9358289 A JP 9358289A JP 9358289 A JP9358289 A JP 9358289A JP H02271128 A JPH02271128 A JP H02271128A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- liquid
- wall
- walls
- vibration
- 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
- 239000007788 liquid Substances 0.000 claims abstract description 36
- 238000013016 damping Methods 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 239000003795 chemical substances by application Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
(a)、産業上の利用分野
本発明は、地震や風などで建物などの構造物に生じるね
じれ振動を減衰させる際に用いるに好適な制振方法及び
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 method and a vibration damping device suitable for use in damping torsional vibrations that occur in structures such as buildings due to earthquakes, wind, etc. Regarding.
(b)、従来の技術
最近、4g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。(b), Prior Art Recently, a tank containing a liquid such as water having a rocking frequency matching the natural frequency of the structure has been installed at the top of a 4G structure to absorb vibrations occurring in the structure. Proposals have been made to absorb this energy using the wave energy of the liquid in the tank.
(C)1発明が解決すべき問題点
しかし、こうした装置では直線的な水平方向の振動は吸
収出来ても、構造物に生じるねじれ振動を吸収すること
は出来ない不都合がある。(C) 1. Problems to be Solved by the Invention However, although such a device can absorb linear horizontal vibrations, it is inconvenient that it cannot absorb torsional vibrations occurring in the structure.
本発明は、前述の欠点を解消すべく、構造物に生じるね
じれ振動を吸収することの出来る制振方法及び制振装置
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 method and a vibration damping device capable of absorbing torsional vibrations occurring in a structure.
(d)0問題点を解決するための手段
即ち、本発明は、構造物(2)の上部に液体(5)を貯
溜したタンク(3)を設け、前記構造物のねじれ振動に
より前記液体(5)を介して、前記タンク(3)に回転
モーメントを生じさせ。(d) Means for solving the zero problem, that is, the present invention provides a tank (3) in which a liquid (5) is stored in the upper part of a structure (2), and the liquid (5) is caused by torsional vibration of the structure. 5) to generate a rotational moment in the tank (3).
該回転モーメントにより前記構造物(2)に生じるねじ
れ振動を減衰させるようにして構成される。It is configured to attenuate torsional vibrations generated in the structure (2) due to the rotational moment.
また1本発明は、内部に液体(5)を開放液面(5a)
を形成する形で貯溜したタンク(3)において、該タン
ク(3)の液体(5)の波動方向両端に作用壁(3c、
3d)を設け、該作用壁間に外壁(3a)及び内壁(3
b)を、それ等作用壁間での液体(5)の流動がタンク
(3)に回転モーメントを生じさせる形で形成して構成
される。In addition, one aspect of the present invention is to open the liquid (5) inside the liquid surface (5a).
In the tank (3) which is stored in the form of a liquid (5), acting walls (3c,
3d), and an outer wall (3a) and an inner wall (3d) are provided between the working walls.
b) in such a way that the flow of the liquid (5) between the working walls creates a rotational moment in the tank (3).
なお、括弧内の番号などは1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 the numbers in parentheses are for convenience and indicate corresponding elements in one drawing.
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Jの欄についても同様で
ある。- The same applies to the r(e) and effect J columns below.
(e)0作用
上記した構成により、本発明は、建造物(2)にねじれ
振動が生じると、タンク(2)内の液体(5)が該ねじ
れ振動を打ち消す方向に流動して。(e) Zero effect With the above-described configuration, in the present invention, when torsional vibration occurs in the building (2), the liquid (5) in the tank (2) flows in a direction to cancel the torsional vibration.
該ねじれ振動が減衰されるように作用する。It acts so that the torsional vibrations are damped.
(f)、実施例 以下1本発明の実施例を図面に基づき説明する。(f), Example An embodiment 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実施例を示す平面図
である。FIG. 1 is a plan view showing one embodiment of a vibration damping device according to the present invention.
構造物2の上部の屋上や機械室等には、第1図に示すよ
うに、本発明による制振装置1が、互いに対向する形で
2個設置されており、各制振装置1は、平面形状が幅が
Wの半円状に形成されたタンク3を有している。タンク
3は、半径の異なる円弧状に形成された外壁3a及び内
壁3bを有してiす、それら内壁3a及び外壁3bを接
続する形で作用壁3G、3dが、内壁3a及び外壁3b
の接線方向に対して直角な方向に設けられている。また
、タンク3内には水などの液体5が開放液面5aを有す
る形で貯溜されている。As shown in FIG. 1, two vibration damping devices 1 according to the present invention are installed on the roof of the structure 2, in a machine room, etc., facing each other. The tank 3 has a semicircular planar shape with a width W. The tank 3 has an outer wall 3a and an inner wall 3b formed in arc shapes with different radii. Working walls 3G and 3d connect the inner wall 3a and the outer wall 3b, and the inner wall 3a and the outer wall 3b
is provided in a direction perpendicular to the tangential direction of. Further, a liquid 5 such as water is stored in the tank 3 with an open liquid surface 5a.
本発明による制振装置1は、以上のような構成を有する
ので、通常の場合には、構造物2はねじれることは無い
ので、タンク3の内部に貯溜された液体5は、その液面
5aを紙面と平行な状態。Since the vibration damping device 1 according to the present invention has the above-described configuration, the structure 2 does not twist under normal circumstances, so the liquid 5 stored inside the tank 3 is kept at its liquid level 5a. parallel to the paper surface.
即ち水平状態を維持した形で保持される。That is, it is held in a horizontal state.
次に、地震や風などで構造物2に、その剛さRCを中心
にして矢印A、B方向にねじれ振動が生じた場合には、
構造物2の矢印A、B方向の振動に伴ってタンク3もA
、B方向に振動する。すると、内部に貯溜された液体5
は、その慣性により、構造物2が矢印へ方向に移動した
場合には、液体5は矢印り方向に相対的に流動し1作用
型3c、3cを矢印E方向に押圧し、タンク3を介して
構造物2に矢印B方向、即ち、構造物2のねじれ方向と
は逆の方向の回転モーメントを与え、構造物2の矢印A
方向に生じるねじれを打ち消すように作用する。また、
構造物2が矢印B方向に移動した場合には、液体5は矢
印C方向に相対的に流動し1作用Q3d、3dを矢印F
方向に押圧し。Next, when torsional vibration occurs in the structure 2 in the directions of arrows A and B around its stiffness RC due to an earthquake or wind, etc.,
As structure 2 vibrates in the directions of arrows A and B, tank 3 also vibrates in directions A and B.
, vibrates in the B direction. Then, the liquid 5 stored inside
When the structure 2 moves in the direction of the arrow due to its inertia, the liquid 5 flows relatively in the direction of the arrow, presses the first working mold 3c, 3c in the direction of the arrow E, and flows through the tank 3. to apply a rotational moment to the structure 2 in the direction of arrow B, that is, in the opposite direction to the twisting direction of the structure 2,
It acts to cancel out the twist that occurs in the direction. Also,
When the structure 2 moves in the direction of the arrow B, the liquid 5 flows relatively in the direction of the arrow C, and the 1 action Q3d, 3d is caused by the arrow F.
Press in the direction.
タンク3を介して構造物2に矢印A方向、即ち、構造物
2のねじれ方向とは逆の方向の回転モーメントを与え、
構造物2の矢印B方向に生じるねじれを打ち消すように
作用する。従って、タンク3内に貯溜する液体5の質量
及び粘度を適宜に選定することにより、構造物2に生じ
る矢印A、B方向のねじれ振動は効果的に減衰される。Applying a rotational moment to the structure 2 through the tank 3 in the direction of arrow A, that is, in the opposite direction to the twisting direction of the structure 2,
It acts to cancel out the twisting that occurs in the structure 2 in the direction of arrow B. Therefore, by appropriately selecting the mass and viscosity of the liquid 5 stored in the tank 3, torsional vibrations occurring in the structure 2 in the directions of arrows A and B can be effectively damped.
なお、上述の実施例は、タンク3の外壁3a及び内壁3
bの形状として円弧状に形成されたものを用いた場合に
ついて述べたが、内外壁の形状は円弧状に限らず、該タ
ンク3の、液体5の波動方向である矢印C,D方向両端
に設けられた作用壁3c、3d間での液体5の流動が、
タンク3に回転モーメントを生じさせる形で生じる限り
0字型等どのような形状でも良いことは勿論である。In addition, in the above-mentioned embodiment, the outer wall 3a and the inner wall 3 of the tank 3
Although we have described the case where an arc-shaped shape is used as the shape of b, the shape of the inner and outer walls is not limited to the arc shape. The flow of the liquid 5 between the provided working walls 3c and 3d is
Of course, any shape, such as a 0-shape, may be used as long as the shape is such that rotational moment is generated in the tank 3.
(g)1発明の詳細
な説明したように本発明によれば、構造物2の上部に液
体5を貯溜したタンク3を設け、前記構造物のねじれ振
動により前記液体5を介して、前記タンク3に回転モー
メントを生じさせ、該回転モーメントにより前記構造物
2に生じるねじれ振動を減衰させるようにして構成した
ので、極めて簡単な構成で構造物2に生じるねじれ振動
を減衰させることが可能となる。(g) 1. According to the present invention, as described in detail, the tank 3 storing the liquid 5 is provided in the upper part of the structure 2, and the liquid 5 is transferred to the tank by the torsional vibration of the structure. Since the structure is configured such that a rotational moment is generated in the structure 2 and the torsional vibration generated in the structure 2 is damped by the rotational moment, it is possible to damp the torsional vibration generated in the structure 2 with an extremely simple configuration. .
また、内部に液体5を開放液面5aを形成する形で貯溜
したタンク3において、該タンク3の液体5の波動方向
両端に作用g3c、3dを設け。Further, in the tank 3 in which the liquid 5 is stored so as to form an open liquid surface 5a, action g3c and 3d are provided at both ends of the tank 3 in the wave direction of the liquid 5.
該作用壁間に外壁3a及び内壁3bを、それ等作用壁間
での液体5の流動がタンク3に回転モーメントを生じさ
せる形で形成して構成したので、液体5が作用壁間で流
動することにより、タンク3に回転モーメントを発生さ
せることが可能となり、該回転モーメントにより構造物
に生じるねじれ振動を効果的に防止することが出来る。Since the outer wall 3a and the inner wall 3b are formed between the working walls in such a manner that the flow of the liquid 5 between the working walls generates a rotational moment in the tank 3, the liquid 5 flows between the working walls. This makes it possible to generate a rotational moment in the tank 3, and it is possible to effectively prevent torsional vibrations caused in the structure due to the rotational moment.
第1図は本発明による制振装置の1実施例を示す平面図
である。
1・・・・・・制振′!A置
2・・・・・・構造物
3・・・・・・タンク
3a・・・・・・外壁
3b・・・・・・内壁
3c、3d・・・・・・作用壁
5・・・・液体
出顕人 三井建設株式会社
代理人 弁理士 相1) 伸二
(ほか1名)FIG. 1 is a plan view showing one embodiment of a vibration damping device according to the present invention. 1... Vibration control'! A placement 2...Structure 3...Tank 3a...Outer wall 3b...Inner wall 3c, 3d...Working wall 5...・Liquid Appearance Person Mitsui Construction Co., Ltd. Agent Patent Attorney (Phase 1) Shinji (and 1 other person)
Claims (2)
タンクに回転モーメントを生じさせ、該回転モーメント
により前記構造物に生じるねじれ振動を減衰させるよう
にして構成した制振方法。(1) A tank storing a liquid is provided on the upper part of the structure, a rotational moment is generated in the tank through the liquid by torsional vibration of the structure, and torsional vibration is generated in the structure by the rotational moment. A vibration damping method configured to attenuate the
タンクにおいて、 該タンクの液体の波動方向両端に作用壁を設け、 該作用壁間に外壁及び内壁を、それ等作用壁間での液体
の流動がタンクに回転モーメントを生じさせる形で形成
して構成した制振装置。(2) In a tank in which liquid is stored in the form of forming an open liquid surface, working walls are provided at both ends of the tank in the wave direction of the liquid, an outer wall and an inner wall are provided between the working walls, and an outer wall and an inner wall are provided between the working walls. A vibration damping device configured in such a way that the flow of liquid causes a rotational moment in the tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9358289A JPH02271128A (en) | 1989-04-13 | 1989-04-13 | Suppressing of vibration and device therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9358289A JPH02271128A (en) | 1989-04-13 | 1989-04-13 | Suppressing of vibration and device therefor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02271128A true JPH02271128A (en) | 1990-11-06 |
Family
ID=14086270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9358289A Pending JPH02271128A (en) | 1989-04-13 | 1989-04-13 | Suppressing of vibration and device therefor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02271128A (en) |
-
1989
- 1989-04-13 JP JP9358289A patent/JPH02271128A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH01131763A (en) | Vibration damper for structure | |
| JPH03169984A (en) | Vibration controller of building | |
| JPH02271128A (en) | Suppressing of vibration and device therefor | |
| WO2004003306A1 (en) | Simple pendulum with variable restoring force | |
| JPH0339575A (en) | Vibration control viscoelastic wall | |
| JP2603567B2 (en) | Building damping device | |
| JPH02157369A (en) | Vibration control device for structures | |
| JPH02271135A (en) | Vibration suppressing device | |
| JP3780131B2 (en) | Seismic isolation structure | |
| JPH02271129A (en) | Vibration suppressing device | |
| JPH01315567A (en) | Arrangement for damping device in structure | |
| JPH02275141A (en) | Damping device | |
| JPH02271131A (en) | Vibration suppressing device | |
| JPH02275138A (en) | Damping device | |
| JPH02272176A (en) | Vibration controller | |
| JP3779814B2 (en) | Power generation equipment | |
| JPH02275142A (en) | Damping device | |
| JPH01263372A (en) | Vibration damping device for building | |
| JPH02271134A (en) | Vibration suppressing device | |
| JPH02275134A (en) | Damping device | |
| JPH02271130A (en) | Vibration suppressing device | |
| JPH01146083A (en) | Vibration-damping structure of building | |
| JPH02275132A (en) | Damping device | |
| JPH02275136A (en) | Damping device | |
| JPH03253677A (en) | Vibration damp |