JP2626909B2 - Seismic isolation, anti-vibration method - Google Patents

Seismic isolation, anti-vibration method

Info

Publication number
JP2626909B2
JP2626909B2 JP63225195A JP22519588A JP2626909B2 JP 2626909 B2 JP2626909 B2 JP 2626909B2 JP 63225195 A JP63225195 A JP 63225195A JP 22519588 A JP22519588 A JP 22519588A JP 2626909 B2 JP2626909 B2 JP 2626909B2
Authority
JP
Japan
Prior art keywords
vibration
seismic isolation
damper
isolation
laminated rubber
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.)
Expired - Lifetime
Application number
JP63225195A
Other languages
Japanese (ja)
Other versions
JPH0274739A (en
Inventor
善憲 笠島
政博 鶴田
実 原田
寿 佐藤
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP63225195A priority Critical patent/JP2626909B2/en
Publication of JPH0274739A publication Critical patent/JPH0274739A/en
Application granted granted Critical
Publication of JP2626909B2 publication Critical patent/JP2626909B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、地震等外部振動に対する免震、防振方式に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a seismic isolation and vibration proof system against external vibration such as an earthquake.

〔従来の技術〕[Conventional technology]

免震、防振は建物や建物内の床、若しくは床上の機械
装置を対象として行われ、例えば建物に対するものでは
基礎と建物間に積層ゴムを配設したり、機械装置を対象
とするものでは床と機械基礎の間に積層ゴムやバネ材を
配設したりする。
Seismic isolation and vibration isolation are performed for buildings, floors in buildings, or mechanical devices on the floor.For example, for buildings, laminated rubber is installed between the foundation and the building, and those for mechanical devices are not. Laminated rubber and spring materials are placed between the floor and the machine foundation.

また、縦物躯体を基礎部分としての床をゴムやバネで
支承して床全体を免震、防振構造とすることもある。
In addition, the floor on which the vertical frame is used as a base portion may be supported by rubber or a spring, and the entire floor may be made of a seismic isolation or vibration proof structure.

いずれにせよ、建物や機械装置等の免震、防振対象物
は地震等の外部振動を受けた時は基礎部分に対し振動周
期を長くするようにしてゴム材やバネ材を介して支承さ
れ、また振動エネルギーを熱その他のエネルギーに変換
して振動を減衰するために、油圧ダンパーや磁石ダンパ
ー等がこの免震、防振対象物と基礎部分間に設けられ
る。
In any case, seismic isolation and vibration-proof objects such as buildings and mechanical devices are supported via rubber or spring material so that the vibration period is extended relative to the foundation when subjected to external vibration such as an earthquake. In order to attenuate the vibration by converting the vibration energy into heat or other energy, a hydraulic damper, a magnet damper, or the like is provided between the seismic isolation and vibration isolation target and the foundation.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

例えば、免震、防振対象物を積層ゴムの支承のみで免
震効果を十分に得ようとする場合には、非常に高さの高
い積層ゴムが必要となり、余分なスペースを確保しなけ
ればならない。
For example, if a seismic isolation or vibration isolation target is intended to achieve a sufficient seismic isolation effect by using only a laminated rubber bearing, a very high laminated rubber is required, and extra space must be secured. No.

また、通常ダンパーは外部振動に対して一体の制動作
用を与えるもので効果的でない。さらに、従来全て基礎
部分の振動の一部が免震、防振対象物に伝わる過程での
振動を、又は伝わった結果での振動をとらえて、作用さ
せ減衰を行わせるものである。
Further, the damper normally exerts an integral braking action against external vibration and is not effective. Further, conventionally, a part of the vibration of the base portion is seismically isolated, and the vibration in the process of transmitting the vibration to the object to be isolated, or the vibration as a result of the transmission is captured and acted to attenuate.

従って、理論的に完全な制御は実現不可能であり、制
振には時間を要するものとなる。また、制振時間を短縮
しようとすると、免震、防振対象物の質量に応じて一時
的に大きなエネルギーを必要とする。
Therefore, theoretically perfect control cannot be realized, and vibration control requires time. To shorten the vibration control time, a large amount of energy is required temporarily according to the mass of the seismic isolation and vibration isolation target.

ダンパーには、磁性流体中に永久磁石を入れ、磁性流
体の粘性で磁石の動きに制動を加えようとするものもあ
るが、このようなダンパーでも前記と同様である。
Some dampers include a permanent magnet in a magnetic fluid to apply damping to the movement of the magnet due to the viscosity of the magnetic fluid. However, such a damper is also the same as described above.

本発明の目的は前記従来例の不都合を解消し、基礎部
分と免震、防振対象物の間隔を極力低く抑えることが実
現でき、しかも低い積層ゴムを用いても外部振動に対し
て迅速かつ的確な最適のダンパー作用を発揮できる免
震、防振方式を提供することにある。
An object of the present invention is to solve the disadvantages of the conventional example described above, and to realize the space between the base portion and the seismic isolation and vibration-proof object as small as possible. It is an object of the present invention to provide an anti-seismic and anti-vibration system capable of exhibiting an optimal damper function.

〔課題を解決するための手段〕[Means for solving the problem]

本発明は前記目的を達成するため、免震、防振対象物
を基礎部分から立上げた高さの低い積層ゴムで支承し、
かつ、上面に開口を有する容器内に磁性流体を充填し、
この容器の外側底部にN極とS極が交互に千鳥状に点在
する電磁石を設けたものを基礎部分側に取付け、一方、
多数の孔を有する制動板を前記容器内の磁性流体中に差
入れ、軸を介して免震、防振対象物側に設けて前記高さ
の低い積層ゴムと同程度の高さでダンパーを構成し、ま
た、垂直加速度計及び水平加速度計を基礎部分に設け、
両加速度計の出力を関数変換器を介して増幅器に導入
し、該増幅器の出力で前記電磁石の磁力を制御し、これ
に基づいて前記磁性流体の粘性が制御されるようにした
ことを要旨とするものである。
In order to achieve the above object, the present invention supports a seismic isolation, a vibration-isolated object with a laminated rubber having a low height rising from a foundation portion,
And, filling a magnetic fluid in a container having an opening on the upper surface,
An electromagnet in which N poles and S poles are alternately scattered in a staggered manner provided on the outer bottom of the container is attached to the base portion side.
A damping plate having a number of holes is inserted into the magnetic fluid in the container, provided on the seismic isolation / vibration isolating object side via a shaft, and configured as a damper with the same height as the low-layer rubber having a low height. And a vertical and horizontal accelerometer on the base
The gist is that the outputs of both accelerometers are introduced into an amplifier via a function converter, the magnetic force of the electromagnet is controlled by the output of the amplifier, and the viscosity of the magnetic fluid is controlled based on this. Is what you do.

〔作用〕[Action]

本発明によれば、積層ゴムの高さをダンパーと同程度
の、従来に比べてかなり低いものに抑えることができ、
この積層ゴムは外部振動の一部を吸収し、残りの振動を
外部振動に応じたダンパー特性を有するダンパーで吸収
して、効果的に免震、防振できる。なお、垂直加速度計
及び水平加速度計は基礎部分と免震、防振対象物間では
なく、基礎部分に設けているので、これらの高さが積層
ゴムの高さに影響することはない。
According to the present invention, the height of the laminated rubber can be suppressed to substantially the same level as that of the damper, and considerably lower than the conventional one.
This laminated rubber absorbs a part of the external vibration, and absorbs the remaining vibration with a damper having a damper characteristic corresponding to the external vibration, so that the vibration can be effectively isolated and damped. Since the vertical accelerometer and the horizontal accelerometer are provided not in the base part and in the base part but in the seismic isolation / vibration isolation target, their height does not affect the height of the laminated rubber.

また、電磁石はN極とS極が交互に千鳥状に点在して
なるので、磁石のN極とS極の間隔が狭くなるとともに
磁石のN極とS極も多くなり、それだけ磁性物体の粘性
を多くの箇所で変化させることができ、その結果、制御
板の制動力を大きくすることができる。
Also, since the N and S poles of the electromagnet are alternately scattered, the distance between the N and S poles of the magnet is reduced and the number of N and S poles of the magnet is increased. The viscosity can be changed in many places, and as a result, the braking force of the control plate can be increased.

しかも、制動板には多数の孔を有するので、容器内が
この制御板で仕切られることがなく、電磁石の磁力を制
御板の下方のみならず、上方の磁性流体も同一の粘性と
することができ、その結果、制御板の制動力を大きくし
てダンパーの性能を向上することができる。
Moreover, since the brake plate has a large number of holes, the inside of the container is not partitioned by this control plate, and the magnetic force of the electromagnet is not only below the control plate, but also the magnetic fluid above it has the same viscosity. As a result, the braking force of the control plate can be increased and the performance of the damper can be improved.

そして、磁性流体の粘性は、前記両加速度計が外部振
動での加速度を検知する出力に基づいて制御されるの
で、防振対象物に伝わる過程での振動をとられるので、
減衰作用を迅速に行わせることができる。
Since the viscosity of the magnetic fluid is controlled based on the output of the two accelerometers detecting acceleration due to external vibration, the vibration in the process of transmitting to the vibration-proof object is taken.
The damping action can be performed quickly.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説明す
る。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本発明の免震、防振方式の1実施例を示す説
明図で、図中1は基礎部分、2は免震、防振対象物を示
す。
FIG. 1 is an explanatory view showing one embodiment of a seismic isolation and vibration isolation system according to the present invention. In the drawing, reference numeral 1 denotes a base portion, and 2 denotes a seismic isolation and vibration isolation target.

先にも述べたように免震、防振対象物2としては、建
物、床、機械装置などが考えられ、これらに対して基礎
部分1としては建物基礎又は大地、建物躯体、建物床な
どが対象となる。
As mentioned above, the seismic isolation / vibration isolation target 2 may be a building, a floor, a mechanical device, and the like, whereas the foundation 1 may be a building foundation or ground, a building frame, a building floor, and the like. Be eligible.

免震、防振対象物2は、基礎部分1に立設する高さの
低い積層ゴム3で支承する。
The object 2 to be subjected to seismic isolation and vibration isolation is supported by a low-rise laminated rubber 3 erected on the base portion 1.

さらに、この免震、防振対象物2と基礎部分1との間
にダンパー4を設けるが、このダンパー4は上面に開口
を有する容器5内に磁性流体6を充填し、この容器5の
外側床部に電磁石7を設けたものを基礎部分1側に取付
け、一方軸8を介して前記容器5内の磁性流体6中に差
入れた制動板9を免震、防振対象物2に設けたものであ
る。なお、このダンパー4は前記積層ゴム3と同程度の
高さであり、従って、前記積層ゴム3はダンパー4と同
程度の低さである。
Further, a damper 4 is provided between the object 2 to be subjected to seismic isolation and vibration isolation and the base part 1. The damper 4 is filled with a magnetic fluid 6 in a container 5 having an opening on the upper surface. An electromagnet 7 provided on the floor is attached to the base 1 side, and a brake plate 9 inserted into the magnetic fluid 6 in the container 5 via one shaft 8 is provided on the seismic isolation / vibration isolation target 2. Things. The height of the damper 4 is substantially the same as the height of the laminated rubber 3. Therefore, the height of the laminated rubber 3 is substantially the same as the height of the damper 4.

第2図は前記電磁石7を示すものでN極とS極が交互
に千鳥状に点在する。また、第3図は制動板9を示し、
多数の穴9aを有する。
FIG. 2 shows the electromagnet 7, in which N poles and S poles are alternately dotted. FIG. 3 shows the brake plate 9,
It has a number of holes 9a.

第1図中、10は垂直加速度計、11は水平加速度計でこ
れらは基礎部分1を設けるが、両加速度計10,11の出力
をそれぞれ関数変換器12,13を介して増幅器14に導入
し、該増幅器14の出力でダンパー4の電磁石7の磁力を
制御するようにした。
In FIG. 1, reference numeral 10 denotes a vertical accelerometer, 11 denotes a horizontal accelerometer, and these are provided with a base part 1. The outputs of both accelerometers 10 and 11 are introduced into an amplifier 14 via function converters 12 and 13, respectively. The magnetic force of the electromagnet 7 of the damper 4 is controlled by the output of the amplifier 14.

このようにして、通常時は、免震、防振対象物2は基
礎部分1に積層ゴム3で動かないように支承されてい
る。
In this manner, the object 2 to be subjected to seismic isolation and vibration isolation is normally supported on the base portion 1 by the laminated rubber 3 so as not to move.

地震等の外力で基礎部分1が振動すると、積層ゴム3
がまず作用してその振動の一部を吸収する。
When the foundation 1 vibrates due to an external force such as an earthquake, the laminated rubber 3
Act first to absorb some of that vibration.

かかる免震、防振対象物2を積層ゴム3で支承した場
合の免震、防振対象物2の運転方程式は下記の(1)式
となる。
The operation equation of the seismic isolation / vibration isolation target 2 when the seismic isolation / vibration isolation target 2 is supported by the laminated rubber 3 is given by the following equation (1).

m+α+Kχ=F ……(1) ただし、m:免震、防振対象物2の質量 k:積層ゴム3のバネ定数 F:外力 χ:変位 α:積層ゴム3の減衰定数 積層ゴム3のみを使用した場合は減衰定数αが小さく
外力Fが働くと の共振周波数の振動をするようになる。なお、一般に積
層ゴムの設計でf0を外部振動より小さくとることによっ
て外部振動をできるだけ伝わらないようにし免震効果を
得ている。
m + α + Kχ = F (1) where, m: mass of seismic isolation and vibration isolation target 2 k: spring constant of laminated rubber 3 F: external force χ: displacement α: damping constant of laminated rubber 3 Only laminated rubber 3 is used. When the external force F acts when the damping constant α is small, Vibrates at the resonance frequency of In general to obtain a seismic isolation effect so as not transmitted to external vibrations as much as possible by taking smaller than external vibration to f 0 in the design of laminated rubber.

本発明は従来より積層ゴム3の高さを低くするもの
で、積層ゴム3が吸収しきれない振動はさらにダンパー
4によって減衰させる。
According to the present invention, the height of the laminated rubber 3 is made lower than that of the related art, and vibrations that cannot be completely absorbed by the laminated rubber 3 are further attenuated by the damper 4.

すなわち、ダンパー4の磁性流体6はその中を通過す
る磁界の強さによって粘性が変化する性質を有してい
て、この粘性を変化させることで制動板9の動きを制す
る。このダンパー4の磁性流体6の粘性制御は、垂直加
速度計10及び水平加速度11が検知する外部振動の加速
度、速度から関数変換器12,13で加速度()、速度
()の関数とした出力電圧を得、この電圧を電磁力7
に与え、磁性流体6に通過させることを調整する。
That is, the magnetic fluid 6 of the damper 4 has a property that the viscosity changes according to the strength of the magnetic field passing through the damper 4, and the movement of the brake plate 9 is controlled by changing the viscosity. Viscosity control of the magnetic fluid 6 of the damper 4 is performed by converting the acceleration and velocity of external vibration detected by the vertical accelerometer 10 and the horizontal acceleration 11 into function voltage converters 12 and 13 to output voltage as a function of acceleration () and velocity (). And this voltage is applied to the electromagnetic force 7
And passing through the magnetic fluid 6 is adjusted.

このようなダンパー4により、前記(1)式における
減衰定数αをその振動の加速度、速度に応じた最適のも
のにでき、振動はすみやかに減衰し、免震、防振効果が
発揮できる。
With such a damper 4, the damping constant α in the above equation (1) can be made optimal according to the acceleration and speed of the vibration, the vibration is immediately attenuated, and the seismic isolation and vibration isolation effects can be exhibited.

〔発明の効果〕〔The invention's effect〕

以上述べたように本発明の免震、防振方式は、高さの
低い積層ゴムで支承するので基礎部分と免震、防振対象
物間に大きなスペースをとらずにすみ、またダンパーを
外部振動に応じた適正制御することでこの積層ゴムでの
免震、防振作用をさらに向上させる無駄のない効果的な
免震、防振が得られるものである。
As described above, the seismic isolation / vibration isolation system of the present invention does not require a large space between the base and the seismic isolation / vibration isolation object because it is supported by low-height laminated rubber, and the damper is externally mounted. By appropriately controlling according to the vibration, it is possible to obtain effective seismic isolation and vibration isolation without waste, which further improves the seismic isolation and vibration isolation effect of the laminated rubber.

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

第1図は本発明の免震、防振方式の1実施例を示す説明
図、第2図は使用する電磁石の平面図、第3図は同上制
動板の平面図である。 1……基礎部分、2……免震、防振対象物 3……積層ゴム、4……ダンパー 5……容器、6……磁性流体 7……電磁石、8……軸 9……制動板、9a……穴 10……垂直加速度計、11……水平加速度計 12,13……関数変換器、14……増幅器
FIG. 1 is an explanatory view showing one embodiment of a seismic isolation and vibration isolation system of the present invention, FIG. 2 is a plan view of an electromagnet used, and FIG. 3 is a plan view of a brake plate of the same. DESCRIPTION OF SYMBOLS 1 ... Basic part, 2 ... Anti-vibration and anti-vibration target 3 ... Laminated rubber, 4 ... Damper 5 ... Container, 6 ... Magnetic fluid 7 ... Electromagnet, 8 ... Shaft 9 ... Brake plate , 9a… Hole 10… Vertical accelerometer, 11… Horizontal accelerometer 12, 13… Function converter, 14… Amplifier

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】免震、防振対象物を基礎部分から立上げた
高さの低い積層ゴムで支承し、かつ、上面に開口を有す
る容器内に磁性流体を充填し、この容器の外側底部にN
極とS極が交互に千鳥状に点在する電磁石を設けたもの
を基礎部分側に取付け、一方、多数の孔を有する制動板
を前記容器内の磁性流体中に差入れ、軸を介して免震、
防振対象物側に設けて前記高さの低い積層ゴムと同程度
の高さでダンパーを構成し、また、垂直加速度計及び水
平加速度計を基礎部分に設け、両加速度計の出力を関数
変換器を介して増幅器に導入し、該増幅器の出力で前記
電磁石の磁力を制御し、これに基づいて前記磁性流体の
粘性が制御されるようにしたことを特徴とする免震、防
振方式。
An object to be subjected to seismic isolation and vibration isolation is supported by a low-rise laminated rubber raised from a base portion, and a magnetic fluid is filled in a container having an opening on an upper surface, and an outer bottom portion of the container is provided. N
A pole provided with electromagnets in which poles and S poles are alternately scattered is attached to the base portion side, while a brake plate having a large number of holes is inserted into the magnetic fluid in the container, and is released via a shaft. Quake,
A damper is provided at the same height as the low-layer rubber that is provided on the vibration-proof object side, and a vertical accelerometer and a horizontal accelerometer are provided at the base portion, and the outputs of both accelerometers are converted into functions. A magnetic force of the electromagnet is controlled by an output of the amplifier, and a viscosity of the magnetic fluid is controlled based on the magnetic force of the electromagnet.
JP63225195A 1988-09-08 1988-09-08 Seismic isolation, anti-vibration method Expired - Lifetime JP2626909B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63225195A JP2626909B2 (en) 1988-09-08 1988-09-08 Seismic isolation, anti-vibration method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63225195A JP2626909B2 (en) 1988-09-08 1988-09-08 Seismic isolation, anti-vibration method

Publications (2)

Publication Number Publication Date
JPH0274739A JPH0274739A (en) 1990-03-14
JP2626909B2 true JP2626909B2 (en) 1997-07-02

Family

ID=16825460

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2626909B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507447B (en) * 2016-01-26 2018-02-16 广州大学 A kind of passive type variable damping tuned mass damper device
CN114633859A (en) * 2022-03-23 2022-06-17 威海海洋职业学院 Rope throwing gun for ship lifesaving and fire fighting

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63110370A (en) * 1986-10-29 1988-05-14 株式会社ブリヂストン Earthquake damping apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63110370A (en) * 1986-10-29 1988-05-14 株式会社ブリヂストン Earthquake damping apparatus

Also Published As

Publication number Publication date
JPH0274739A (en) 1990-03-14

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