JPH01135943A - Vibration absorbing unit - Google Patents

Vibration absorbing unit

Info

Publication number
JPH01135943A
JPH01135943A JP29293087A JP29293087A JPH01135943A JP H01135943 A JPH01135943 A JP H01135943A JP 29293087 A JP29293087 A JP 29293087A JP 29293087 A JP29293087 A JP 29293087A JP H01135943 A JPH01135943 A JP H01135943A
Authority
JP
Japan
Prior art keywords
vibration
seismic isolation
magnetic
isolation
isolation table
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
JP29293087A
Other languages
Japanese (ja)
Inventor
Itsushi Fukui
福井 伊津志
Akira Tsuruta
鶴田 顕
Takao Yugawa
湯川 隆男
Naoki Toyoda
直樹 豊田
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.)
Hitachi Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies 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 Hitachi Plant Technologies Ltd filed Critical Hitachi Plant Technologies Ltd
Priority to JP29293087A priority Critical patent/JPH01135943A/en
Publication of JPH01135943A publication Critical patent/JPH01135943A/en
Pending 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
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/03Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using magnetic or electromagnetic means
    • 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
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/40Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers consisting of a stack of similar elements separated by non-elastic intermediate layers

Abstract

PURPOSE:To sufficiently absorb earthquake vibration or environmental vibration brought in vibro-isolating and earthquake-isolating beds, by alternately piling up an elastic material and a metal material and compressing the elastic material and the metal material by magnetic force using a magnetic material. CONSTITUTION:Vibration absorbing units 12 are mounted to a predetermined position on a foundation floor 10. The vibration absorbing unit 12, alternately piling up a rubber plate 14 and a metal plate 15, is formed into a column shape. A pair of magnetic materials 16, 17 are arranged in the periphery of a piled structure of the rubber plate 14 and the metal plate 15 and supported to both ends of this piled structure through a flange 19. Hold pressing force acts on the rubber plate 14 and the metal plate 15 by mutually attracting force of the fellow paired magnetic materials 16, 17. In this way, earthquake vibration or environmental vibration, generated in vibro-isolating and earthquake-isolating beds, can be sufficiently absorbed.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は振動吸収ユニットに係り、特に除振・免震台と
基礎床等との間に配せられ、除振・免震台に生じる振動
を吸収する振動吸収ユニットに関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a vibration absorption unit, and in particular, it is arranged between a vibration isolation/seismic isolation table and a foundation floor, etc. The present invention relates to a vibration absorption unit that absorbs vibrations.

〔従来技術〕[Prior art]

クリーンルーム等において、各種の半導体製造装置が設
置され、これらの半導体製造装置の中には縮小投影型露
光装置等のように極−に振動を嫌う装置がある。このよ
うな振動を嫌う半導体製造装置(以下嫌振装置という。
Various types of semiconductor manufacturing equipment are installed in clean rooms and the like, and some of these semiconductor manufacturing equipment, such as reduction projection exposure equipment, are extremely sensitive to vibration. Semiconductor manufacturing equipment that dislikes such vibrations (hereinafter referred to as anti-vibration equipment).

)は、クリーンルーム内の除振・免震台上に据え付けら
れる。除振・免震台は複数の振動吸収ユニット上に設け
られ、複数の振動吸収ユニットは除振・免震台に生じる
振動を吸収している。
) is installed on a vibration isolation/seismic isolation table in a clean room. The vibration isolation/seismic isolation table is provided on a plurality of vibration absorption units, and the plurality of vibration absorption units absorb vibrations occurring on the vibration isolation/seismic isolation table.

第4図は従来の振動吸収ユニットが使用された除振・免
震台の構造を示す説明図である。第4図に示すように基
礎床71上の所定の位置には振動吸収ユニット73が配
設される。第5図に示すように従来の振動吸収ユニット
73はゴム板(弾性材)75と金属板77を交互に積重
して構成され、下端及び上端にはフランジ79.79が
取付ケラれる。下端のフランジ79は基礎床71に固着
され、上端のフランジ79は支持板81に固着される。
FIG. 4 is an explanatory diagram showing the structure of a vibration isolation/seismic isolation table in which a conventional vibration absorption unit is used. As shown in FIG. 4, a vibration absorption unit 73 is disposed at a predetermined position on the foundation floor 71. As shown in FIG. 5, a conventional vibration absorbing unit 73 is constructed by alternately stacking rubber plates (elastic materials) 75 and metal plates 77, and flanges 79 and 79 are attached to the lower and upper ends. The flange 79 at the lower end is fixed to the foundation floor 71, and the flange 79 at the upper end is fixed to the support plate 81.

基礎床71と支持板81との間には粘性減衰器83が設
けられ、粘性減衰器83は基礎床71に取付けられる容
器85と、容器85内に満たされる粘性液87と、支持
板81の下面に取付けられる抵抗部材89とから構成さ
れる。粘性減衰器83は、支持板81の振動と共に振動
する抵抗部材89が粘性液87中を振動することによっ
て粘性液87から抵抗を受け、支持板81の振動を吸収
するようにしている。
A viscous damper 83 is provided between the foundation floor 71 and the support plate 81 , and the viscosity damper 83 absorbs the container 85 attached to the foundation floor 71 , the viscous liquid 87 filled in the container 85 , and the support plate 81 . It consists of a resistance member 89 attached to the lower surface. The viscous damper 83 absorbs the vibration of the support plate 81 by receiving resistance from the viscous liquid 87 as a resistance member 89 vibrates in the viscous liquid 87, vibrating with the vibration of the support plate 81.

又、支持板81上には重量物で形成された除振・免震台
93が取付けられ、除振・免震台93上には嫌振装置9
5が設置さ、れる。
Further, a vibration isolation/seismic isolation table 93 made of a heavy object is mounted on the support plate 81, and a vibration damping device 9 is mounted on the vibration isolation/seismic isolation table 93.
5 will be installed and installed.

ところで、除振・免震台93に生じる固有振動数fは振
動吸収ユニット73のばね定数及び除振・免震台及び搭
載装置の重量によって決定される。
By the way, the natural frequency f generated in the vibration isolation/seismic isolation table 93 is determined by the spring constant of the vibration absorption unit 73 and the weight of the vibration/seismic isolation table and the mounting device.

即ち詳細に説明すると、除振・免震台93の固有πは円
周率、Kは除振・免震台を支持する複数の振動吸収ユニ
ットのばね定数、Gは重力加速度(980cm/s2 
)及びMは複数の振動吸収ユニット73によって支持さ
れる除振・免震台93と搭載される嫌振装置95との総
重量(以下重量Mという。)を示す。
That is, to explain in detail, the characteristic π of the vibration isolation/seismic isolation table 93 is the constant of pi, K is the spring constant of the plurality of vibration absorption units that support the vibration isolation/seismic isolation table, and G is the gravitational acceleration (980 cm/s2
) and M indicate the total weight (hereinafter referred to as weight M) of the vibration isolation/seismic isolation table 93 supported by the plurality of vibration absorption units 73 and the vibration damping device 95 mounted thereon.

第6図は重量Mの増減と除振・免震台93の固有振動数
fの相関関係図を示したものである。第6図に示すよう
に重量Mが軽量になるに従って振動数は高くなる。又、
第6図には除振・免震台に生じる各種の環境振動の振動
特性領域、即ち地震振動、屋外の自動車及び電車等の交
通振動、回転機器等の機械振動及び建屋振動等の振動数
の領域が示されている。
FIG. 6 shows a correlation diagram between the increase and decrease of the weight M and the natural frequency f of the vibration isolation/seismic isolation table 93. As shown in FIG. 6, the frequency becomes higher as the weight M becomes lighter. or,
Figure 6 shows the vibration characteristic areas of various environmental vibrations that occur in vibration isolation/seismic isolation tables, including earthquake vibrations, traffic vibrations such as outdoor cars and trains, mechanical vibrations such as rotating equipment, and building vibrations. The area is shown.

これ等の振動数の分布から分かるように、従来の振動吸
収ユニット73は重量Mが軽量になると、即ち、振動吸
収ユニット73が鉛直方向から一定の力で押圧されてい
ないと、除振・免震台93は交通振動及び建物振動等の
環境振動及び機械振動等のミクロン(10−’m)オー
ダの振動と共振することがわかる。従って、除振・免震
台93上に載置される嫁振装置95が軽量で定格重量物
に満たない場合に問題が生じるので、除振・免震台93
は錘として十分な重量即ち第6図に示す定格型1M。に
形成されている。
As can be seen from these frequency distributions, when the weight M of the conventional vibration absorbing unit 73 is reduced, that is, when the vibration absorbing unit 73 is not pressed with a constant force from the vertical direction, vibration isolation and It can be seen that the quake table 93 resonates with vibrations on the micron (10-'m) order, such as environmental vibrations such as traffic vibrations and building vibrations, and mechanical vibrations. Therefore, if the transfer device 95 placed on the vibration isolation/seismic isolation table 93 is lightweight and does not meet the rated weight, a problem will occur.
is a weight that is sufficient as a weight, ie, the rated type 1M shown in Fig. 6. is formed.

このような構成において、基礎床71の除振・免震台9
3との間に生じる振動は効率良く振動吸収ユニット73
によって吸収されるので、嫌振装圃95に振動による悪
影響を与えることがない。
In such a configuration, the vibration isolation/seismic isolation table 9 of the foundation floor 71
The vibration generated between the
Since the vibration is absorbed by the vibration-resistant field 95, the vibration does not have an adverse effect on the vibration-resistant field 95.

この場合、除振・免震台93は第6図に示すように定格
重量M0 に形成されるので、搭載嫌振装置95の重量
にほとんど影響されずに定格固有振動数f0 で振動す
ることにな、る。従って、除振・免震台93は各振動成
分に対して定格固有振動数f。で振動するため、地震時
においては地震振動の振動成分と共振せず、搭載嫌振装
置95は免震台93上で転倒する虞がない。又、常時生
じる交通振動、建屋振動及び機械振動等のようなミクロ
ンオーダの振動においても、共振は全く見られず、嫌振
装置95である電子顕微鏡等は画像のぶれがなく、又、
縮小投影型露光装置等では配線パターンの短絡等が生じ
ない。
In this case, the vibration isolation/seismic isolation table 93 is formed to have a rated weight M0 as shown in FIG. Become. Therefore, the vibration isolation/seismic isolation table 93 has a rated natural frequency f for each vibration component. Therefore, in the event of an earthquake, the mounted anti-vibration device 95 does not resonate with the vibration component of the earthquake vibration, and there is no risk of the mounted anti-vibration device 95 tipping over on the base isolation table 93. In addition, even in vibrations on the micron order such as constantly occurring traffic vibrations, building vibrations, and mechanical vibrations, no resonance is observed at all, and the image of an electron microscope, which is the anti-vibration device 95, does not blur.
In a reduction projection exposure apparatus or the like, short circuits of wiring patterns do not occur.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、このような従来の振動吸収ユニット73
を用いた除振・免震台の構造では、搭載される嫌振装置
950重量に影響されずにミクロンオーダの微振動も十
分に吸収できるようにするため、総重量が数トン乃至数
十トンにも及ぶ定格重量M0 の除振・免震台93を振
動吸収ユニット73上に取付ける必要がある。このよう
な重量物の除振・免震台93の取付けは、半開がかかる
だけでな(、除振・免震台自身が嵩張り、その台の位置
が基礎床から高くなり、嫌振装置95はその搭載が不安
定になる不具合がある。
However, such a conventional vibration absorption unit 73
The structure of the vibration isolation/seismic isolation table using the vibration damping device 950 has a total weight of several tons to several tens of tons in order to be able to sufficiently absorb minute vibrations on the micron order without being affected by the weight of the anti-vibration device 950 mounted on it. It is necessary to attach a vibration isolation/seismic isolation table 93 with a rated weight M0 of up to 100 mL on top of the vibration absorbing unit 73. The installation of such a heavy vibration isolation/seismic isolation table 93 requires only half-opening (the vibration isolation/seismic isolation table itself is bulky, the position of the base is high from the foundation floor, and the anti-vibration device 95 has a problem that makes its installation unstable.

本発明はこのような事情に鑑みてなされたもので、軽量
な除振・免震台を用いた場合にも、除振・免震台に生じ
る地震振動又は環境振動を十分に吸収することができる
振動吸収ユニットを提案することを目的としている。
The present invention was made in view of these circumstances, and it is possible to sufficiently absorb seismic vibrations or environmental vibrations generated in the vibration isolation/base isolation table even when using a lightweight vibration isolation/base isolation table. The purpose is to propose a vibration absorption unit that can.

〔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・ために、除振・免震台と
基礎床等との間に配せられ、除振・免震台に生じる振動
を吸収する振動吸収ユニットに於いて、弾性材と金属材
とを交互に積重して積重体を構成し、該積重体の上下に
夫々支持された磁性材を設け、磁性材の磁力によって弾
性材と金属材とを挟圧することを特徴とする。
In order to achieve the above-mentioned object, the present invention uses an elastic vibration absorbing unit that is arranged between a vibration isolation/seismic isolation table and a foundation floor, etc., and absorbs vibrations occurring in the vibration isolation/seismic isolation table. A stacked body is formed by stacking materials and metal materials alternately, and magnetic materials supported on the upper and lower sides of the stacked body are respectively provided, and the elastic material and the metal material are compressed by the magnetic force of the magnetic materials. shall be.

〔作用〕[Effect]

本発明に係る振動吸収ユニットによれば、磁性材は弾性
材と金属材とを磁力によって挟圧する。
According to the vibration absorption unit according to the present invention, the magnetic material pinches the elastic material and the metal material by magnetic force.

この挟圧力は、弾性材と金属材とを重量物の除振・免震
台で押圧する時と同様な作用を有する。従って、磁性材
の磁力は重量物の除振・免震台の代わりとなり、振動吸
収ユニットは除振・免震台及び搭載嫌振装置の重量に左
右されることなく、定格固有振動数を有し、地震振動及
びミクロンオーダの環境振動と共に共振することなく、
除振・免震台に生じるこれ等の振動を吸収することがで
きる。
This clamping force has the same effect as when pressing an elastic material and a metal material with a heavy vibration isolation/seismic isolation table. Therefore, the magnetic force of the magnetic material can replace the vibration isolation/seismic isolation table for heavy objects, and the vibration absorption unit has the rated natural frequency without being affected by the weight of the vibration isolation/seismic isolation table and the mounted anti-vibration device. and does not resonate with seismic vibrations or environmental vibrations on the micron order.
It is possible to absorb these vibrations that occur in the vibration isolation/seismic isolation table.

〔実施例〕〔Example〕

以下添付図面に従って本発明に係る振動吸収ユニットの
好ましい実施例を詳説する。
Preferred embodiments of the vibration absorbing unit according to the present invention will be described in detail below with reference to the accompanying drawings.

第1図は本発明に係る振動吸収ユニットが用いられた除
振・免震台の構造の説明図である。第1図に示すように
基礎床10上の所定の位置には本発明に係る振動吸収ユ
ニット12.12・・・が取付けられる。振動吸収ユニ
ット12は第2図に示すようにゴム板14と金属板15
とを交互に積重して円柱状に形成される。
FIG. 1 is an explanatory diagram of the structure of a vibration isolation/seismic isolation table using a vibration absorption unit according to the present invention. As shown in FIG. 1, vibration absorbing units 12, 12, etc. according to the present invention are installed at predetermined positions on the foundation floor 10. The vibration absorption unit 12 includes a rubber plate 14 and a metal plate 15 as shown in FIG.
It is formed into a cylindrical shape by stacking them alternately.

円柱状の振動吸収ユニット12の上端及び下端には、フ
ランジ18.19が圧着される。下端のフランジ18は
基礎床10に固着され、上端のフランジ19は除振・免
震台20の下面に固着される。除振・免震台20は軽量
なプレートで形成され、上面には嫌振装置22が載置さ
れる。
Flanges 18 and 19 are crimped to the upper and lower ends of the cylindrical vibration absorbing unit 12. The flange 18 at the lower end is fixed to the foundation floor 10, and the flange 19 at the upper end is fixed to the lower surface of the vibration isolation/seismic isolation table 20. The vibration isolation/seismic isolation table 20 is formed of a lightweight plate, and a vibration damping device 22 is placed on the top surface.

又、下端のフランジ18の上面には複数の磁性材16・
・・が固着され、上端のフランジ19の下面には各磁性
材16に対向して磁性材17・・・が固着される。これ
等の一対の磁性材16.17はゴム板14及び金属板1
5の積重体の周囲に配せられ、その積重体の両端にフラ
ンジ1,9.19を介して支持されることになる。又磁
性材16と磁性材17とは互いに異極で形成され、一定
間隔離間されて、相互に磁力によって吸引して配せられ
ている。
Further, on the upper surface of the lower end flange 18, a plurality of magnetic materials 16,
... are fixed, and magnetic materials 17 ... are fixed to the lower surface of the upper end flange 19 facing each magnetic material 16. These pairs of magnetic materials 16 and 17 are the rubber plate 14 and the metal plate 1.
5 and is supported at both ends of the stack via flanges 1, 9.19. Further, the magnetic material 16 and the magnetic material 17 are formed with different polarities, are spaced apart from each other for a certain period of time, and are arranged so as to be attracted to each other by magnetic force.

磁性材16.17の磁力は、104ガウス程度の磁束密
度を有する高磁性体からなり、磁性板16.17同士の
吸引力は数kg/cm2程度の吸引力が得られるように
なっている。尚、この磁性材16.17は電磁石で形成
しても良く、この場合には、磁性材16.17の磁力を
適度に可変して使用することができる。
The magnetic force of the magnetic material 16, 17 is made of a highly magnetic material having a magnetic flux density of about 104 Gauss, and the attraction force between the magnetic plates 16, 17 is about several kg/cm2. Note that the magnetic material 16.17 may be formed of an electromagnet, and in this case, the magnetic force of the magnetic material 16.17 can be appropriately varied.

前記の如く構成された本発明に係る振動吸収ユニットに
よれば、基礎床1・0と除振・免震台20との間に生じ
た振動は、振動吸収ユニット12.12・・・によって
効率良く吸収される。この場合に振動吸収ユニット12
では、一対の磁性材16.17同士の相互の吸引力によ
り、重量物の免震台で押圧すると同様な挟圧力がゴム板
14及び金属板15に作用する。即ち、磁性材16.1
7同士の磁気吸引力は数トン乃至数十トンにおよぶ挟圧
力を振動吸収ユニット120本体に与える作用を有する
According to the vibration absorption unit according to the present invention configured as described above, the vibration generated between the foundation floor 1.0 and the vibration isolation/seismic isolation table 20 can be efficiently absorbed by the vibration absorption units 12, 12... well absorbed. In this case, the vibration absorption unit 12
In this case, due to the mutual attraction between the pair of magnetic materials 16 and 17, a similar clamping force is applied to the rubber plate 14 and the metal plate 15 when pressed by a heavy seismic isolation table. That is, magnetic material 16.1
The magnetic attraction force between the vibration absorbing unit 120 has the effect of applying a clamping force of several tons to several tens of tons to the main body of the vibration absorbing unit 120.

このため、振動吸収ユニット12上の除振・免震台20
の固有振動数fは、除振・免震台20が軽量であるにも
かかわらず、定格固有振動数f。
For this reason, the vibration isolation/seismic isolation table 20 on the vibration absorption unit 12
Although the vibration isolation/seismic isolation table 20 is lightweight, the natural frequency f is the rated natural frequency f.

と同様な低いものが得られ、地震振動だけでなく、屋外
の自動車、電車による交通振動、及び屋内のモータ、フ
ァン等の回転機器の機器振動等のミクロンオーダの微振
動をも吸収して除振・免震台20の除振・免震を行って
いる。尚、磁性材16.17に電磁石を使用すると、そ
の磁石が可変できるので、搭載装置22の重量に応じて
適度に磁力を変化させることができる。
It absorbs and eliminates not only earthquake vibrations, but also minute vibrations on the micron order, such as outdoor traffic vibrations from cars and trains, and indoor equipment vibrations of rotating equipment such as motors and fans. The vibration/seismic isolation table 20 is subjected to vibration isolation/seismic isolation. Note that if an electromagnet is used for the magnetic material 16, 17, the magnet can be changed, so that the magnetic force can be changed appropriately according to the weight of the mounting device 22.

第3図は本発明に係る振動吸収ユニットが用いられた除
振・免震台の構造の変形例を示す説明図である。第3図
に示す振動吸収ユニット12及び除振・免震台20に使
用される部材及びその構造は第1図のものと同様なもの
が使用されているので、その詳しい説明は同一の符号を
付して省略する。第3図の除振・免震台が第1図の除振
・免震台の構造と異なる点は、粘性減衰器24を設けた
点にある。
FIG. 3 is an explanatory diagram showing a modification of the structure of a vibration isolation/seismic isolation table using the vibration absorption unit according to the present invention. The members and structures used in the vibration absorption unit 12 and the vibration isolation/seismic isolation table 20 shown in FIG. 3 are the same as those in FIG. It will be omitted. The vibration isolation/seismic isolation table shown in FIG. 3 differs in structure from the vibration isolation/seismic isolation table shown in FIG. 1 in that a viscous damper 24 is provided.

基礎床10と除振・免震台20との間には粘性減衰器2
4が設けられ、粘性減衰器24は基礎床10に取付けら
れる容器26と、容器26内に満たされる粘性液28と
、除振・免震台20の下面に取付けられ下端部が粘性液
28中に没入される抵抗部材30とから構成される。
A viscous damper 2 is installed between the foundation floor 10 and the vibration isolation/seismic isolation table 20.
4 is provided, and the viscous damper 24 is attached to a container 26 attached to the foundation floor 10, a viscous liquid 28 filled in the container 26, and a viscous damper 24 attached to the lower surface of the vibration isolation/seismic isolation table 20, with the lower end being in the viscous liquid 28. The resistance member 30 is inserted into the resistance member 30.

この様な構成に於いて、粘性減衰器24は、除振・免震
台20の振動と共に振動する抵抗部材30が粘性液28
中を振動することによって粘性液28から抵抗を受け、
除振・免震台20の振動を吸収するようにしている。。
In such a configuration, in the viscous damper 24, the resistance member 30, which vibrates with the vibration of the vibration isolation/seismic isolation table 20, absorbs the viscous liquid 28.
By vibrating inside, resistance is received from the viscous liquid 28,
The vibration of the vibration isolation/seismic isolation table 20 is absorbed. .

〔発明の効果〕〔Effect of the invention〕

以上説明したように本発明に係る振動吸収ユニットによ
れば、弾性材と金属材とを交互に積重し、磁性材で弾性
材及び金属材を磁力によって挟圧するようにしたので、
振動吸収ユニットは軽量な除振・免震台及び搭載機器に
適用した場合でも、地震振動又はミクロンオーダの振動
に共振せずにその振動を十分に吸収することができる。
As explained above, according to the vibration absorption unit according to the present invention, the elastic material and the metal material are stacked alternately, and the elastic material and the metal material are compressed by magnetic force with the magnetic material.
Even when the vibration absorption unit is applied to a lightweight vibration isolation/seismic isolation table and mounted equipment, it can sufficiently absorb seismic vibrations or vibrations on the micron order without causing resonance.

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

第1図は本発明に係る振動吸収ユニットが用いられた除
振・免震台の構造のi!胡図、第2図は本発明に係る振
動吸収ユニットの断面図、第3図は本発明に係る振動吸
収ユニットが用いられる除振・免震台の他の構造の説明
図、第4図は従来の振動吸収ユニットを用いた除振・免
震床の構造の説明図、第5図は従来の振動吸収ユニット
の断面図、第6図は従来の振動吸収ユニットに加わる重
量と固有振動数の相関関係図である。 10・・・基礎床、  12・・・振動吸収ユニット、
14・・・ゴム板、  15・・・金属板、  16.
17・・・磁性材、  18.19・・・フランジ、 
 20・・・除振・免震台、 22・・・嫌振装置。
Figure 1 shows the i! Figure 2 is a sectional view of the vibration absorption unit according to the present invention, Figure 3 is an explanatory diagram of another structure of a vibration isolation/seismic isolation table in which the vibration absorption unit according to the present invention is used, and Figure 4 is a cross-sectional view of the vibration absorption unit according to the present invention. An explanatory diagram of the structure of a vibration isolation/seismic isolation floor using a conventional vibration absorption unit. Figure 5 is a cross-sectional view of the conventional vibration absorption unit. Figure 6 is an illustration of the weight and natural frequency of the conventional vibration absorption unit. It is a correlation diagram. 10... Foundation floor, 12... Vibration absorption unit,
14...Rubber plate, 15...Metal plate, 16.
17...Magnetic material, 18.19...Flange,
20... Vibration isolation/seismic isolation table, 22... Anti-vibration device.

Claims (2)

【特許請求の範囲】[Claims] (1)除振・免震台と基礎床等との間に配せられ、除振
・免震台に生じる振動を吸収する振動吸収ユニットに於
いて、 弾性材と金属材とを交互に積重して積重体を構成し、該
積重体の上下に夫々支持された磁性材を設け、磁性材の
磁力によって弾性材と金属材とを挟圧することを特徴と
する振動吸収ユニット。
(1) In the vibration absorption unit, which is placed between the vibration isolation/seismic isolation table and the foundation floor, etc., and absorbs the vibrations generated in the vibration isolation/seismic isolation table, elastic materials and metal materials are alternately stacked. A vibration absorbing unit characterized in that the stacked bodies are stacked, magnetic materials supported on the top and bottom of the stacked bodies are provided, and the elastic material and the metal material are compressed by the magnetic force of the magnetic materials.
(2)前記磁性材は電磁石が用いられ、磁力を可変でき
るようにすることを特徴とする特許請求の範囲第1項記
載の振動吸収ユニット。
(2) The vibration absorbing unit according to claim 1, wherein an electromagnet is used as the magnetic material, and the magnetic force can be varied.
JP29293087A 1987-11-19 1987-11-19 Vibration absorbing unit Pending JPH01135943A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29293087A JPH01135943A (en) 1987-11-19 1987-11-19 Vibration absorbing unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29293087A JPH01135943A (en) 1987-11-19 1987-11-19 Vibration absorbing unit

Publications (1)

Publication Number Publication Date
JPH01135943A true JPH01135943A (en) 1989-05-29

Family

ID=17788248

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29293087A Pending JPH01135943A (en) 1987-11-19 1987-11-19 Vibration absorbing unit

Country Status (1)

Country Link
JP (1) JPH01135943A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2675559A1 (en) * 1991-04-16 1992-10-23 Mecanique Magnetique Sa HYBRID VIBRATION DAMPER WITH ACTIVE MAGNETIC VIBRATOR.
JPH07280030A (en) * 1994-04-07 1995-10-27 Shin Giken:Kk Vibratory energy consuming mechanism
EP0756103A1 (en) * 1995-07-27 1997-01-29 Deutsches Zentrum für Luft- und Raumfahrt e.V. Interface apparatus for vibration damping in structural dynamic systems
KR101369897B1 (en) * 2012-01-11 2014-03-06 한국과학기술원 Semi-active seismic isolation devices

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2675559A1 (en) * 1991-04-16 1992-10-23 Mecanique Magnetique Sa HYBRID VIBRATION DAMPER WITH ACTIVE MAGNETIC VIBRATOR.
JPH07280030A (en) * 1994-04-07 1995-10-27 Shin Giken:Kk Vibratory energy consuming mechanism
EP0756103A1 (en) * 1995-07-27 1997-01-29 Deutsches Zentrum für Luft- und Raumfahrt e.V. Interface apparatus for vibration damping in structural dynamic systems
KR101369897B1 (en) * 2012-01-11 2014-03-06 한국과학기술원 Semi-active seismic isolation devices

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