JPH0514128B2 - - Google Patents

Info

Publication number
JPH0514128B2
JPH0514128B2 JP60006486A JP648685A JPH0514128B2 JP H0514128 B2 JPH0514128 B2 JP H0514128B2 JP 60006486 A JP60006486 A JP 60006486A JP 648685 A JP648685 A JP 648685A JP H0514128 B2 JPH0514128 B2 JP H0514128B2
Authority
JP
Japan
Prior art keywords
vibration
electromagnet
magnetic force
controller
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
JP60006486A
Other languages
Japanese (ja)
Other versions
JPS61165044A (en
Inventor
Kenichi Yano
Atsuhiko Yasaka
Hiroshi Midorikawa
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 JP60006486A priority Critical patent/JPS61165044A/en
Publication of JPS61165044A publication Critical patent/JPS61165044A/en
Publication of JPH0514128B2 publication Critical patent/JPH0514128B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F6/00Magnetic springs; Fluid magnetic springs, i.e. magnetic spring combined with a fluid
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建造物用の防振、免震装置に関す
る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to vibration isolation and seismic isolation devices for buildings.

〔従来の技術とその問題点〕[Conventional technology and its problems]

合成ゴムをブロツク状又は柱状にした防振ゴム
は周知である。かかる防振ゴムは垂直振動に対し
てはバネ定数が有効に作用し、きわめて効果的で
あるが、地震等により引き起こされる水平振動に
対しては、復元力が弱く期待された効果を発揮で
きないことが多い。
Anti-vibration rubber made of synthetic rubber in the form of blocks or columns is well known. Although such anti-vibration rubber has a spring constant that effectively acts against vertical vibrations and is extremely effective, it has a weak restoring force and cannot exhibit the expected effect against horizontal vibrations caused by earthquakes, etc. There are many.

一方、屋外の建造物のように風の影響を受ける
ものなどについては、通常時はなるべく水平方向
の揺れをなくすように剛性を高め、地震時など非
常時にのみ剛性を低くし、水平方向の振動を減衰
させることが望ましいが、従来の防振ゴムではこ
のようなきめの細かな対応は不可能であつた。
On the other hand, for structures that are affected by wind, such as outdoor buildings, the rigidity should be increased to eliminate horizontal vibrations as much as possible during normal times, and the rigidity should be lowered only in emergencies such as earthquakes. Although it is desirable to attenuate the vibration, such fine-grained support has not been possible with conventional anti-vibration rubber.

本発明の目的はかかる従来例の不都合を解消
し、必要な時にのみ振動の減衰作用を発揮し、し
かも垂直振動のみならず、水平振動に対しても充
分対処できる防振、免震装置を提供することにあ
る。
The purpose of the present invention is to eliminate the disadvantages of the conventional example, and to provide a vibration isolation and seismic isolation device that exerts a vibration damping effect only when necessary, and can sufficiently cope with not only vertical vibration but also horizontal vibration. It's about doing.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は前記目的を達成するため、防振用のゴ
ム体の中に平板状の電磁石を数層に分けて挿入
し、該電磁石にセンサーの出力に応じて磁力の強
さを制御するコントローラを接続したことを要旨
とするものである。
In order to achieve the above object, the present invention inserts flat electromagnets in several layers into a rubber body for vibration isolation, and equips the electromagnets with a controller that controls the strength of the magnetic force according to the output of the sensor. The gist is that the connection was made.

〔作用〕[Effect]

本発明によれば、垂直振動に対してはゴムが働
いて、防振効果を発揮し、水平振動に対しては磁
石による水平復元力が作用し、常時の建物の安定
を保つとともに防振効果を発揮する。しかもこの
水平復元力は地震時などの異常時にのみ磁力を弱
めて装置の剛性を小さくすることにより免振効果
を得るとともに振動減衰効果をも得るようにし
て、多様性を持たせる。
According to the present invention, the rubber acts against vertical vibrations and exerts a vibration-proofing effect, and the horizontal restoring force of the magnet acts against horizontal vibrations, maintaining the stability of the building at all times and providing a vibration-proofing effect. demonstrate. Furthermore, this horizontal restoring force is made more versatile by weakening the magnetic force and reducing the rigidity of the device only in the event of an abnormality such as an earthquake, thereby obtaining a vibration isolation effect and a vibration damping effect.

〔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。
Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明の防振、免震装置の1実施例を
示す縦断正面図で、図中1は上下両端に受圧板2
を備えた防振用のゴム体を示す。該ゴム体1の水
平断面形状は円でも角でもよい。
FIG. 1 is a longitudinal sectional front view showing one embodiment of the vibration isolation and seismic isolation device of the present invention, and 1 in the figure shows pressure receiving plates 2 at both upper and lower ends.
This shows a rubber body for vibration isolation equipped with. The horizontal cross-sectional shape of the rubber body 1 may be circular or square.

このゴム体1の中に、平板状の電磁石3を、水
平にしてかつ適宜な間隔で数層に分けて挿入し
た。この電磁石3の形状も円でも角でもよく、さ
らに中央をあけたりリング状のものでもよい。
A flat electromagnet 3 was inserted into the rubber body 1 horizontally and divided into several layers at appropriate intervals. The shape of the electromagnet 3 may be circular or square, and may also be open in the center or ring-shaped.

そして、かかる電磁石3に磁力の強さを制御す
るコントローラ4を接続し、さらにコントローラ
4はセンサー5に接続され、該センサー5からの
計測出力を受けたときにその内容に応じて電磁石
3の制御内容を変更するようにした。
A controller 4 that controls the strength of the magnetic force is connected to the electromagnet 3, and the controller 4 is further connected to a sensor 5, and when it receives a measurement output from the sensor 5, it controls the electromagnet 3 according to the content. The content has been changed.

また、センサー5としては荷重計、変位計、加
速度計、速度計など建造物における外乱の振動特
性をとらえるものであり、このうちのいくつかを
適宜組合せて用いることも考えられる。
Further, the sensor 5 is a load meter, a displacement meter, an accelerometer, a speed meter, etc., which capture the vibration characteristics of disturbances in the building, and it is also possible to use some of these in combination as appropriate.

次に使用法について説明すると、先に述べたよ
うに本発明装置は屋外の建造物の基礎として用い
られるものであり、交通振動などの垂直振動に対
してはゴム体1が寄与する。作用は従来の防振ゴ
ムと同じであり、ゴム体1のバネ定数によつて建
造物の固有振動数を変え、地盤の垂直振動との共
振を避ける。
Next, how to use it will be explained. As mentioned above, the device of the present invention is used as the foundation of an outdoor building, and the rubber body 1 contributes to vertical vibrations such as traffic vibrations. The function is the same as that of conventional anti-vibration rubber, and the natural frequency of the building is changed by the spring constant of the rubber body 1 to avoid resonance with the vertical vibration of the ground.

一方、地震のない通常の場合にはコントローラ
4により電磁石3の磁力を強くし、装置の剛性を
あらかじめ解析で求めた値にセツトして風や小地
震等による揺れを防ぐ。
On the other hand, in a normal case without an earthquake, the magnetic force of the electromagnet 3 is strengthened by the controller 4, and the rigidity of the device is set to a value determined in advance by analysis to prevent shaking due to wind, small earthquakes, etc.

これに対し、地震時にはコントローラ4により
電磁石3の磁力を弱め、装置の剛性を小さくす
る。このようにすれば、地震による水平振動に対
し、第2図に示すようにゴム体1が変形し、電磁
石3同士が離間しようとするのに対し、磁力によ
る復元力によつて変位を減衰させる。第3図はこ
の様子を示すもので実線が電磁石3による磁力が
ない場合、点線が本発明装置の場合である。
On the other hand, in the event of an earthquake, the controller 4 weakens the magnetic force of the electromagnet 3 to reduce the rigidity of the device. In this way, the rubber body 1 deforms as shown in Fig. 2 in response to horizontal vibration caused by an earthquake, and the electromagnets 3 try to separate from each other, but the displacement is attenuated by the restoring force of the magnetic force. . FIG. 3 shows this situation, where the solid line shows the case where there is no magnetic force due to the electromagnet 3, and the dotted line shows the case with the device of the present invention.

そして、通常時若しくは地震時の判断はすべて
センサー5からの計測出力によりコントローラ4
が行うものである。
The controller 4 determines whether it is normal or earthquake based on the measurement output from the sensor 5.
This is what is done.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明の防振、免震装置は、
屋外の建造物基礎に用いるものとして垂直振動に
対処できるだけでなく、磁力の作用で地震等の水
平振動に対してもきわめて有効に作用するもので
あり、しかも通常時には磁力を強めて装置の剛性
を高め風等による揺れを少なくするなどきめの細
かな使用法が可能となるものである。
As described above, the vibration isolation and seismic isolation device of the present invention
As a device used for the foundations of outdoor buildings, it can not only deal with vertical vibrations, but also acts extremely effectively against horizontal vibrations caused by earthquakes due to the action of magnetic force.Moreover, under normal conditions, the magnetic force is strengthened to increase the rigidity of the device. This allows for detailed usage, such as reducing sway due to high winds, etc.

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

第1図は本発明の防振、免震装置の実施例を示
す縦断説明図、第2図は地震時の状態を示す斜視
図、第3図は同上地震時の作用を示すグラフであ
る。 1……ゴム体、2……受圧板、3……電磁石、
4……コントローラ、5……センサー。
FIG. 1 is a longitudinal sectional view showing an embodiment of the vibration isolation and seismic isolation device of the present invention, FIG. 2 is a perspective view showing the state during an earthquake, and FIG. 3 is a graph showing the action during the earthquake. 1...Rubber body, 2...Pressure plate, 3...Electromagnet,
4...controller, 5...sensor.

Claims (1)

【特許請求の範囲】[Claims] 1 防振用のゴム体の中に平板状の電磁石を数層
に分けて挿入し、該電磁石にセンサーの出力に応
じて磁力の強さを制御するコントローラを接続し
たことを特徴とする防振、免震装置。
1. An anti-vibration device characterized in that a flat electromagnet is inserted in several layers into a rubber body for anti-vibration, and a controller is connected to the electromagnet to control the strength of the magnetic force according to the output of a sensor. , seismic isolation device.
JP60006486A 1985-01-16 1985-01-16 Vibration, earthquake isolator Granted JPS61165044A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60006486A JPS61165044A (en) 1985-01-16 1985-01-16 Vibration, earthquake isolator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60006486A JPS61165044A (en) 1985-01-16 1985-01-16 Vibration, earthquake isolator

Publications (2)

Publication Number Publication Date
JPS61165044A JPS61165044A (en) 1986-07-25
JPH0514128B2 true JPH0514128B2 (en) 1993-02-24

Family

ID=11639804

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60006486A Granted JPS61165044A (en) 1985-01-16 1985-01-16 Vibration, earthquake isolator

Country Status (1)

Country Link
JP (1) JPS61165044A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2617106B2 (en) * 1987-10-16 1997-06-04 株式会社ブリヂストン Building vibration control device
JPH01135942A (en) * 1987-11-19 1989-05-29 Hitachi Plant Eng & Constr Co Ltd Vibration absorbing unit
CN103184749A (en) * 2013-03-14 2013-07-03 北京工业大学 Base isolation non-contact limit system
CN108755782A (en) * 2018-05-30 2018-11-06 辽宁慧能通机电科技有限公司 A kind of building earthquake-resistant apparatus

Also Published As

Publication number Publication date
JPS61165044A (en) 1986-07-25

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