JPH0361744A - Damping device for structure body - Google Patents

Damping device for structure body

Info

Publication number
JPH0361744A
JPH0361744A JP19385389A JP19385389A JPH0361744A JP H0361744 A JPH0361744 A JP H0361744A JP 19385389 A JP19385389 A JP 19385389A JP 19385389 A JP19385389 A JP 19385389A JP H0361744 A JPH0361744 A JP H0361744A
Authority
JP
Japan
Prior art keywords
members
mass
structure body
rubber
vibrated
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.)
Granted
Application number
JP19385389A
Other languages
Japanese (ja)
Other versions
JP2887758B2 (en
Inventor
Akinaga Katsube
勝部 明長
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP19385389A priority Critical patent/JP2887758B2/en
Publication of JPH0361744A publication Critical patent/JPH0361744A/en
Application granted granted Critical
Publication of JP2887758B2 publication Critical patent/JP2887758B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

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

Abstract

PURPOSE:To damp a structure body which can be stably operated for a large amplitude with a simple structure for multiple frequencies by using multiple mass members with a heavy weight movably supported in the horizontal direction and separately arranged in the direction extended perpendicularly to it and connecting rubbers between members and between members and the structure body. CONSTITUTION:The mass of mass members 13 and the elasticity of rubber members 16 are adjusted so that the whole natural frequency becomes the desired value near the natural frequency of a structure body itself. When the structure body is vibrated at the primary, secondary and third natural frequencies by an earthquake or the strong wind, mass members 13 are largely vibrated at the primary, secondary and third frequencies respectively for damping. The mass member 13 at the bottom section is vibrated most heavily for the primary vibration. Mass members 13 are supported by support sections 11, thus instability is entirely prevented even if rubber members 16 are largely deformed.

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は高層建築物等が地震や強風により大きく振動
するのを防止する構造物の割振装置に関するもので、特
に複数種類の固有振動数を有するようにするものである
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to an allocating device for structures that prevent high-rise buildings from vibrating greatly due to earthquakes or strong winds, and in particular, relates to an allocating device for structures that can handle multiple types of natural frequencies. It is intended to have the following characteristics.

し従来の技術] 従来この種の装置には種々の提案がなされており、例え
ば質量部材を積層ゴムで支持するもの等があるが、質量
部材が大きく変位すると積層ゴムの部分で不安定になる
もので、これを防止するには質量部材を多層にしてそれ
ぞれの間に配置した積層ゴムの変位を少くする等の必要
があった。
[Prior art] Various proposals have been made for this type of device in the past, such as one in which the mass member is supported by laminated rubber, but if the mass member is significantly displaced, the laminated rubber becomes unstable. In order to prevent this, it was necessary to make the mass member multi-layered and to reduce the displacement of the laminated rubber placed between the layers.

[発明が解決しようとする課題] この発明は質量部材が変位するとゴム部材で弾性復元力
を与えるものにおいても安定よく動作できる?!数種類
の固有振動数が得られる構造物の割振装置を提供するも
のである。
[Problems to be Solved by the Invention] Can this invention operate stably even when a rubber member provides an elastic restoring force when a mass member is displaced? ! The present invention provides an allocation device for a structure that can obtain several types of natural frequencies.

[課題を解決するための手段] この発明はそれぞれ構造物に対して少くとも一つのほぼ
水平な方向に移動可能に支持されこの方向とほぼ直角方
向に延びる方向に適当に離れて配置する重量の大きい複
数個の質量部材と、この各質量部材間及び少くとも一端
の前記質量部材と構造物間をそれぞれ結合するゴム部材
とを包含することを特徴とする構造物の割振装置を提供
するものである。
[Means for Solving the Problems] The present invention provides a structure in which each of the weights is movably supported in at least one substantially horizontal direction with respect to the structure and is disposed at an appropriate distance in a direction extending substantially perpendicular to this direction. Provided is a structure allocation device characterized by including a plurality of large mass members and a rubber member that connects each of the mass members and between the mass member and the structure at at least one end. be.

[実施例] 以下図面を参照しながらこの発明の実施例に付いて説明
する。
[Embodiments] Examples of the present invention will be described below with reference to the drawings.

第1.2図に示すこの発明の一実施例において10は構
造物の上部その他の比較的大きい振幅で振動する部分に
固着する剛性の大きい本体で、上下方向に複数段とした
ほぼ水平な支持部11を有しておりかつ最下段のものを
除いて中央部に開口部12が形成しである。13はそれ
ぞれこの各支持部11に水平なあらゆる方向に移動可能
に支持される重量の大きい複数個の質量部材で、底面に
あらゆる方向に転勤可能に取り付けた複数個の球状転子
15が装着しである。16は前記質量部材13間及び上
端の質量部材13と本体10を結合するように上下方向
に配置した複数個のゴム部材である。このゴム部材とし
ては天然ゴムや合成ゴム等より成るものあるいは金属板
とゴムを交互に積層した積層ゴムを用いることができる
。いずれにしても質量部材13が水平方向に変位すると
弾性復元力を与えるものである。ゴム部材16は一個所
の質量部材13間に2以上用いる場合もある。
In one embodiment of the present invention shown in Fig. 1.2, 10 is a highly rigid main body that is fixed to the upper part of the structure or other parts that vibrate with a relatively large amplitude, and is a substantially horizontal support with multiple stages in the vertical direction. 11, and an opening 12 is formed in the center except for the lowermost one. Reference numeral 13 denotes a plurality of heavy mass members supported movably in all horizontal directions on each support portion 11, and a plurality of spherical trochanters 15 attached to the bottom surface so as to be movable in all directions. It is. Reference numeral 16 denotes a plurality of rubber members arranged in the vertical direction between the mass members 13 and to connect the mass member 13 at the upper end to the main body 10. As this rubber member, one made of natural rubber, synthetic rubber, etc., or a laminated rubber made by alternately laminating metal plates and rubber can be used. In any case, when the mass member 13 is displaced in the horizontal direction, it provides an elastic restoring force. Two or more rubber members 16 may be used between one mass member 13.

20は各質量部材13ごとに設けた減衰装置で、支持部
ll上に固着した容器21に高粘性流体22が収容して
あって質量部材13から延びる可動板23が接触するよ
うになっている。減衰装置20としては図示したものと
異なる種々のものを用いることができる。例えば油圧に
よるものあるいは摩擦によるもの等である。また、ゴム
部材16として高減衰の積層ゴムを用いて減衰装置20
を省略してもよい。
Reference numeral 20 denotes a damping device provided for each mass member 13, in which a highly viscous fluid 22 is contained in a container 21 fixed on a support portion 11, and a movable plate 23 extending from the mass member 13 comes into contact with it. . Various types of damping device 20 other than those shown can be used. For example, hydraulic pressure or friction may be used. In addition, the damping device 20 may be constructed by using a high-damping laminated rubber as the rubber member 16.
may be omitted.

前述したように構成したものにおいて、全体の固有振動
数が構造物自体の固有振動数に近い所望の値になるよう
に各質量部材13の質量と各ゴム部材16の弾性が調整
しである。したがって、構造物が地震や強風等により1
次、2次、3次等の固有振動数で振動する場合各質量部
材13がそれぞれ1次、2次、3次等の固有振動数で大
きく振動して制振するすることになる。1次振動の場合
には底部の質量部材13が最も大きく振動するものであ
る。各質量部材13は支持部11に支持されるためゴム
部材16が大きく変形しても不安定になることが全くな
いものである。
In the structure as described above, the mass of each mass member 13 and the elasticity of each rubber member 16 are adjusted so that the natural frequency of the whole becomes a desired value close to the natural frequency of the structure itself. Therefore, structures may be damaged due to earthquakes, strong winds, etc.
When vibrating at natural frequencies such as second order, second order, third order, etc., each mass member 13 vibrates greatly at natural frequencies such as first order, second order, third order, etc. and damps the vibrations. In the case of primary vibration, the mass member 13 at the bottom vibrates the most. Since each mass member 13 is supported by the support portion 11, there is no possibility of instability even if the rubber member 16 is significantly deformed.

第3.4図に示すこの発明の他の実施例においては上端
の質量部材13が本体10に結合されることなく下端の
質量部材13が本体10にゴム部材16により結合しで
ある。また、各ゴム部材16は複数個ずつ用いである。
In another embodiment of the invention shown in FIG. 3.4, the upper end mass member 13 is not connected to the main body 10, but the lower end mass member 13 is connected to the main body 10 by a rubber member 16. Further, a plurality of each rubber member 16 is used.

このように何れか一端の質量部材13はゴム部材16を
介して本体lOに結合する必要があるが、両端の質量部
材13をいずれもゴム部材16を介して本体10に結合
する場合もある。また、質量部材13には球状転子15
を設けることなく支持部11に直接支持されるようにな
っている。そのため摩擦力により減衰力を与えて特別な
減衰装置を使用しないものである。
As described above, the mass member 13 at either end needs to be connected to the main body 10 via the rubber member 16, but the mass members 13 at both ends may be connected to the main body 10 via the rubber member 16. The mass member 13 also includes a spherical trochanter 15.
It is designed to be directly supported by the support part 11 without providing any. Therefore, the damping force is applied by frictional force and no special damping device is used.

第5.6図に示すこの発明の他の実施例においては各質
量部材13が水平な共通の所定方向のみへ移動可能にな
るように車輪30がレールより成る支持部11に沿って
転勤できるようになっている。ゴム部材16は順次横方
向に質量部材13を連結しかつ両端の質量部材13を本
体10にそれぞれ結合するようになっている。減衰装置
20としてオイルダンパが使用しである。この実施例は
一つの方向のみの制振を行なう場合に使用できるもので
、上下方向の寸法の狭い場所でも設置できる利点がある
In a further embodiment of the invention shown in FIG. 5.6, the wheels 30 are displaceable along the support 11 consisting of a rail so that each mass member 13 can move only in a common horizontal direction. It has become. The rubber member 16 successively connects the mass members 13 in the lateral direction, and connects the mass members 13 at both ends to the main body 10, respectively. An oil damper is used as the damping device 20. This embodiment can be used when damping vibrations in only one direction, and has the advantage that it can be installed even in a narrow space in the vertical direction.

この発明においてはさらに種々の変更をすることができ
る。例えば第1.2図に示す実施例においては最下段の
支持部11を構造物自体で構成したり、あるいは球状転
子15を質量部材13に取付けることなく支持部11上
に取付けるようにしてもよい。
Various further modifications can be made to this invention. For example, in the embodiment shown in FIG. 1.2, the lowermost support part 11 may be constructed from the structure itself, or the spherical trochanter 15 may be mounted on the support part 11 without being attached to the mass member 13. good.

[発明の効果] この発明は前述したように構成しであるから、極めて簡
単な構造で大きい振幅に対しても安定よく動作できる構
造物の複数の振動数に対して制振する構造物の制振装置
が得られるという効果を有している。
[Effects of the Invention] Since the present invention is configured as described above, it is possible to control a structure that damps vibrations at multiple frequencies of a structure that has an extremely simple structure and can operate stably even with large amplitudes. This has the effect of providing a shaking device.

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

第1図はこの発明の一実施例を部分的に除去したり切り
欠いて示す正面図、第2図はそのA−A断面図、第3図
はこの発明の他の実施例を部分的に除去して示す正面図
、第4図はそのB−B断面図、第5図はこの発明の他の
実施例を示す平面図、第6図そのC−C断面図である。 10は本体、11は支持部、13は質量部材、16はゴ
ム部材、20は減衰装置。
Fig. 1 is a partially removed or cutaway front view of one embodiment of the present invention, Fig. 2 is a cross-sectional view taken along line A-A, and Fig. 3 is a partially cutaway view of another embodiment of the invention. FIG. 4 is a sectional view taken along line BB, FIG. 5 is a plan view showing another embodiment of the present invention, and FIG. 6 is a sectional view taken along line C-C. 10 is a main body, 11 is a support portion, 13 is a mass member, 16 is a rubber member, and 20 is a damping device.

Claims (1)

【特許請求の範囲】[Claims] 1、それぞれ構造物に対して少くとも一つのほぼ水平な
方向に移動可能に支持されこの方向とほぼ直角方向に延
びる方向に適当に離れて配置する重量の大きい複数個の
質量部材と、この各質量部材間及び少くとも一端の前記
質量部材と構造物間をそれぞれ結合するゴム部材とを包
含することを特徴とする構造物の制振装置。
1. A plurality of heavy mass members each supported movably in at least one substantially horizontal direction relative to the structure and arranged at appropriate distances in a direction extending substantially perpendicular to this direction; A vibration damping device for a structure, comprising a rubber member that connects the mass members and at least one end of the mass member and the structure.
JP19385389A 1989-07-28 1989-07-28 Structure damping device Expired - Lifetime JP2887758B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19385389A JP2887758B2 (en) 1989-07-28 1989-07-28 Structure damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19385389A JP2887758B2 (en) 1989-07-28 1989-07-28 Structure damping device

Publications (2)

Publication Number Publication Date
JPH0361744A true JPH0361744A (en) 1991-03-18
JP2887758B2 JP2887758B2 (en) 1999-04-26

Family

ID=16314842

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19385389A Expired - Lifetime JP2887758B2 (en) 1989-07-28 1989-07-28 Structure damping device

Country Status (1)

Country Link
JP (1) JP2887758B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016003682A (en) * 2014-06-16 2016-01-12 株式会社大林組 Vibration control structure
JP2016003683A (en) * 2014-06-16 2016-01-12 株式会社大林組 Vibration control structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016003682A (en) * 2014-06-16 2016-01-12 株式会社大林組 Vibration control structure
JP2016003683A (en) * 2014-06-16 2016-01-12 株式会社大林組 Vibration control structure

Also Published As

Publication number Publication date
JP2887758B2 (en) 1999-04-26

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