JPH02271129A - Vibration suppressing device - Google Patents

Vibration suppressing device

Info

Publication number
JPH02271129A
JPH02271129A JP9358389A JP9358389A JPH02271129A JP H02271129 A JPH02271129 A JP H02271129A JP 9358389 A JP9358389 A JP 9358389A JP 9358389 A JP9358389 A JP 9358389A JP H02271129 A JPH02271129 A JP H02271129A
Authority
JP
Japan
Prior art keywords
wave
tank
liquid
vibration
arrow
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
JP9358389A
Other languages
Japanese (ja)
Inventor
Takuya Masuda
卓哉 舛田
Tomio Arii
有居 東海男
Eiji Tatsumi
栄司 立見
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 JP9358389A priority Critical patent/JPH02271129A/en
Publication of JPH02271129A publication Critical patent/JPH02271129A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To obviate the need of a damping member by installing each wave suppressing part whose edge part is converged, onto the both sides in the wave motion direction of a tank. CONSTITUTION:When a structure 5 is vibrated in the horizontal direction, i.e., in the direction of arrow A-B by an earthquake, wind, etc., also a tank 2 is vibration in the direction of arrow A-B, and also the liquid 3 inside is vibrated in the direction of arrow A-B, and the vibration of the structure 5 is absorbed by the wave motion energy. Further, the liquid 3 in the wave motion state vibrates in the direction of arrow A-B in a storage part 2b which is formed in straight line form, and in the wave suppressing parts 2c and 2c which are installed vertically, the wave motion direction is bent along an outer wall 2a, since the wave motion part is formed in an arcuate form, and the wave motions 3b and 3c collide each other in the wave suppressing region ARA. The wave motion of the liquid 3 is effectively attenuated in the wave suppressing part 2c by the energy loss at this time, and the vibration suppressing device 1 is provided with the effective damping performance.

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) Field of Industrial Application 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旅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 storing a liquid such as water having a rocking frequency matching the natural frequency of the structure is installed on the top of the structure, and the vibration generated in the structure is transferred to the tank. Proposals have been made to absorb wave energy in the liquid inside the liquid.

(C)1発明が解決すべき問題点 こうしたタンク内には、内部の液体の波動を減衰させる
ためのメツシュ等の減衰材が設けられているが、減衰材
の設置は手間の掛る作業であるばかりか、腐食や目詰り
に対する維持管理が困難であった。
(C) 1. Problems to be solved by the invention Damping materials such as meshes are installed in these tanks to dampen the wave motion of the liquid inside, but installing the damping material is a labor-intensive task. Moreover, maintenance to prevent corrosion and clogging was difficult.

本発明は、前述の欠点を解消すべく、減衰材の設置を必
要としない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 does not require installation of a damping material.

(d)9問題点を解決するための手段 即ち、本発明は、タンク(2)を有し、該タンク(2)
の内部に開放液面(3a)を有する形で液体(3)を貯
溜した制振装置(1)において、該タンク(2)の、矢
印A、B方向等の波動方向両側に、端部(2d)を収束
させた形の消波部(2c)を設けて構成される。
(d) 9 Means for solving the problems, that is, the present invention has a tank (2), the tank (2)
In a vibration damping device (1) in which a liquid (3) is stored with an open liquid surface (3a) inside the tank (2), end portions ( 2d) is provided with a wave-dissipating section (2c) having a convergent shape.

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1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。
Note that the 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.

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)5作用 上記した構成により1本発明は、タンク(2)内に生じ
た波動(3b、3c)が消波部(2c)で互いにぶつか
り合って、その波動エネルギが打ち消されるように作用
する。
(e) 5 Effects Due to the above-described configuration, the present invention acts so that the waves (3b, 3c) generated in the tank (2) collide with each other in the wave-dissipating part (2c), and the wave energy is canceled out. do.

(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実施例を示す平面図
。
FIG. 1 is a plan view showing one embodiment of a vibration damping device according to the present invention.

第2図は本発明による制振装置の別の実施例を示す平面
図、 第3図は本発明による制振装置の更に別の実施例を示す
平面図である。
FIG. 2 is a plan view showing another embodiment of the vibration damping device according to the present invention, and FIG. 3 is a plan view showing still another embodiment of the vibration damping device according to the present invention.

制振装置1は、第1図に示すように、平面形状が長円形
に形成されたタンク2を有しており、タンク2の中央部
は図中左右両側のタンク外壁2aが平行に形成された貯
溜部2bを形成している。
As shown in FIG. 1, the vibration damping device 1 includes a tank 2 having an oval planar shape, and in the center of the tank 2, tank outer walls 2a on both left and right sides in the figure are formed parallel to each other. A storage section 2b is formed.

貯溜部2bの図中上下には外壁2aが半円形に形成され
た消波部2b、2bが形成されている。・なお、タンク
2内には水等の液体3が開放液面3aを形成する形で貯
溜されており、タンク2は建物などの構造物5の上部の
屋上や機械室に1個以上設けられている。
Wave-dissipating parts 2b, 2b each having an outer wall 2a formed in a semicircular shape are formed at the top and bottom of the storage part 2b in the drawing.・In addition, a liquid 3 such as water is stored in the tank 2 in a form that forms an open liquid surface 3a, and one or more tanks 2 are installed on the roof of a structure 5 such as a building or in a machine room. ing.

制振装置1は1以上のような構成を有するので、通常の
状態では構造物5に振動は生じないので、タンク2内に
貯溜された液体3の液面3aは。
Since the vibration damping device 1 has one or more configurations, no vibration occurs in the structure 5 under normal conditions, so the liquid level 3a of the liquid 3 stored in the tank 2 is.

水平状態、即ち図中紙面と平行な状態に保持される。次
に、地震や風等で構造物5が水平方向である矢印A、B
方向に振動したとすると、構造物5の振動に同期する形
でタンク2も矢印A、B方向に振動する。すると、該タ
ンク2内に貯溜された液体5も矢印A、B方向に波動を
開始し、その波動エネルギにより構造物5の振動を吸収
する。また、波動状態にある液体3は、直線的に形成さ
れた貯溜部2bでは矢印A、B方向に波動するが、タン
ク2の第1図上下位置に設けられた消波部2c、2cで
は、該波動部2cが円弧状に形成されているために、そ
の波動方向を外壁2aに沿って曲げられる形となり、貯
溜部2bの図中左右で形成された波動3b、3cは、消
波部2cの頂点部分の消波領域ARAで互いに正面から
ぶつかり合う形となる。この時の、エネルギ損失により
液体3の波動は該消波部2cで効果的に減衰され、制振
装置1に有効な減衰性を与えることが出来る。
It is held in a horizontal state, that is, in a state parallel to the paper surface in the figure. Next, arrows A and B indicate that the structure 5 is in the horizontal direction due to earthquakes, wind, etc.
If the tank 2 vibrates in the direction of the arrows A and B, the tank 2 also vibrates in the directions of arrows A and B in synchronization with the vibration of the structure 5. Then, the liquid 5 stored in the tank 2 also starts to wave in the directions of arrows A and B, and the vibration of the structure 5 is absorbed by the wave energy. In addition, the liquid 3 in a waving state waves in the directions of arrows A and B in the linearly formed storage part 2b, but in the wave-dissipating parts 2c and 2c provided at the upper and lower positions of the tank 2 in FIG. Since the wave portion 2c is formed in an arc shape, the wave direction can be bent along the outer wall 2a, and the wave motions 3b and 3c formed on the left and right sides of the storage portion 2b in the figure are similar to the wave dissipating portion 2c. They collide head-on with each other in the wave-dissipating area ARA at the apex. At this time, the wave motion of the liquid 3 is effectively attenuated by the wave-damping section 2c due to energy loss, and the damping device 1 can be provided with effective damping properties.

なお、上述の実施例は、タンク2の平面形状を、長円形
状にした場合について述べたが、タンク2の平面形状は
、タンク2内に生じた矢印A。
In addition, although the above-mentioned Example described the case where the planar shape of the tank 2 was an ellipse shape, the planar shape of the tank 2 is arrow A which occurred in the tank 2.

B方向などの波動方向に平行に生じた波動が、消波部2
0などの消波領域ARAでその向きを変えられてぶつか
り合うようになる限り、どのような形状でも良いことは
勿論である。即ち、消波部2Cの形状は、その端部2d
を収束させた形であればどのような形でも良い0例えば
、第2図に示すように、タンク2の形状を環状に形成し
、貯溜部2b、2bを左右別々に形成し、それ等貯溜部
2b、2bを図中上下に設けられた消波部2c、2Cで
互いに接続するように構成することも当然可能である。
Waves generated parallel to the wave direction such as the B direction are
Of course, any shape may be used as long as the directions are changed and they collide in the wave-dissipating area ARA such as 0. That is, the shape of the wave-dissipating section 2C is such that its end portion 2d
For example, as shown in Fig. 2, the tank 2 may be formed into an annular shape, and the left and right reservoirs 2b, 2b may be formed separately, and Of course, it is also possible to configure the parts 2b, 2b to be connected to each other by wave-dissipating parts 2c, 2C provided above and below in the figure.

なお、第1図と、同一の部分は同一の符号を付してその
部分の説明を省略する。更に、第3図に示すように、タ
ンク2の平面形状を菱形に形成し、図中上下に設けられ
た消波部2cで波動エネルギを減衰させるように構成す
ることも当然可能である。なお、この場合には、消波部
2cにおける波動が互いに斜め方向からぶつかり合う形
となるので、波動エネルギは、第1図及び第2図に示す
、波動3b、3cが互いに正面からぶつかり合う場合程
には減衰されることは無い。
Note that the same parts as in FIG. 1 are given the same reference numerals, and the explanation of those parts will be omitted. Furthermore, as shown in FIG. 3, it is of course possible to form the planar shape of the tank 2 into a diamond shape, and to attenuate the wave energy with wave-dampening parts 2c provided above and below in the figure. In this case, the waves in the wave-dissipating section 2c collide with each other from an oblique direction, so the wave energy is equal to that in the case where the waves 3b and 3c collide head-on with each other as shown in FIGS. 1 and 2. It is not attenuated as much.

(g)1発明の詳細 な説明したように本発明によれば、タンク2を有し、該
タンク2の内部に開放液面3aを有する形で液体3を射
溜した制振装置1において、該タンク2の、矢印A、B
方向等の波動方向両側に、端部2dを収束させた形の消
波部2cを設けて41成したので、タンク2内で生じた
波動3b。
(g) 1.Detailed Description of the Invention According to the present invention, in the vibration damping device 1 which has a tank 2 and in which the liquid 3 is injected in a form having an open liquid surface 3a inside the tank 2, Arrows A and B of the tank 2
Waves 3b generated within the tank 2 are formed by providing wave-dissipating portions 2c with converging end portions 2d on both sides of the wave direction.

30等は消波部2cで互いにぶつかり合い、その波動エ
ネルギが効果的に吸収され、これにより、構造物5の振
動も吸収される。また、タンク2内にはメツシュなどの
減衰材を設ける必要が無いので、装置1の組立及び維持
管理が容易であり、また経年変化に対しても、信頼性が
高い。
30 and the like collide with each other in the wave-dissipating portion 2c, and the wave energy thereof is effectively absorbed, thereby also absorbing the vibration of the structure 5. Further, since there is no need to provide a damping material such as a mesh inside the tank 2, assembly and maintenance of the device 1 is easy, and the device 1 is highly reliable against changes over time.

【図面の簡単な説明】[Brief explanation of 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
。 第2図は本発明による制振装置の別の実施例を示す平面
図。 第3図は本発明による制振装置の更に別の実施例を示す
平面図である。 1・・・・・・制振装置 2・・・・・・タンク 2c・・・・・・消波部 2d・・・・・・端部 3・・・・・・液体 3a・・・・・・液面 出願人     三井建設株式会社 代理人  弁理士  相1) 伸二 (ばか1名)
FIG. 1 is a plan view showing one embodiment of a vibration damping device according to the present invention. FIG. 2 is a plan view showing another embodiment of the vibration damping device according to the present invention. FIG. 3 is a plan view showing still another embodiment of the vibration damping device according to the present invention. 1... Vibration damping device 2... Tank 2c... Wave dissipating section 2d... End portion 3... Liquid 3a... ...Liquid level applicant Mitsui Construction Co., Ltd. agent Patent attorney Phase 1) Shinji (1 idiot)

Claims (1)

【特許請求の範囲】[Claims] タンクを有し、該タンクの内部に開放液面を有する形で
液体を貯溜した制振装置において、該タンクの波動方向
両側に、端部を収束させた形の消波部を設けて構成した
制振装置。
A vibration damping device that has a tank and stores liquid with an open liquid surface inside the tank, and is configured by providing wave-dissipating parts with converging ends on both sides of the tank in the wave direction. Vibration damping device.
JP9358389A 1989-04-13 1989-04-13 Vibration suppressing device Pending JPH02271129A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9358389A JPH02271129A (en) 1989-04-13 1989-04-13 Vibration suppressing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9358389A JPH02271129A (en) 1989-04-13 1989-04-13 Vibration suppressing device

Publications (1)

Publication Number Publication Date
JPH02271129A true JPH02271129A (en) 1990-11-06

Family

ID=14086300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9358389A Pending JPH02271129A (en) 1989-04-13 1989-04-13 Vibration suppressing device

Country Status (1)

Country Link
JP (1) JPH02271129A (en)

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