JPH03271460A - Vibro-suppressing floor structure - Google Patents
Vibro-suppressing floor structureInfo
- Publication number
- JPH03271460A JPH03271460A JP7487390A JP7487390A JPH03271460A JP H03271460 A JPH03271460 A JP H03271460A JP 7487390 A JP7487390 A JP 7487390A JP 7487390 A JP7487390 A JP 7487390A JP H03271460 A JPH03271460 A JP H03271460A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- air
- device mounting
- spring
- floor structure
- 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
Links
- 238000013016 damping Methods 0.000 claims abstract description 78
- 230000007246 mechanism Effects 0.000 claims abstract description 43
- 238000001514 detection method Methods 0.000 claims abstract description 11
- 238000006073 displacement reaction Methods 0.000 claims description 11
- 238000002955 isolation Methods 0.000 claims description 8
- 230000003139 buffering effect Effects 0.000 claims description 6
- 230000003247 decreasing effect Effects 0.000 abstract 3
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 230000002040 relaxant effect Effects 0.000 abstract 1
- 230000005540 biological transmission Effects 0.000 description 6
- 230000001902 propagating effect Effects 0.000 description 5
- 239000000428 dust Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000000644 propagated effect Effects 0.000 description 3
- 238000003915 air pollution Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004065 semiconductor Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000003321 amplification Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
Landscapes
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Floor Finish (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、地震などに起因する大きな震動、ならびに、
歩行等に起因する微振動などが床に載置される装置載置
台に伝播することを防止する制振床構造に関する。[Detailed Description of the Invention] <Industrial Application Field> The present invention is applicable to large vibrations caused by earthquakes, etc.
The present invention relates to a vibration damping floor structure that prevents minute vibrations caused by walking etc. from propagating to a device mounting table placed on the floor.
〈従来の技術〉
従来の制振床構造では、コンピユータ室とか、LSI製
造工場やレーザ一応用製品工場などでは、微振動によっ
てもコンピュータの動作不良を招いたり、製品の不良発
生を招いたりするため、それらの振動を抑制することが
必要であり、従来では、コンピュータや製造装置を載置
する装置載置台等と構造体の床等の支持体との間に、積
層ゴムと空気バネといったハネ要素を介在し、それらの
バネ要素によって装置載置台をやわらかく弾性支持し、
装置i置台に上下方向の振動が伝達することを緩和する
ように構成していた。<Conventional technology> Conventional vibration-damping floor structures are used in computer rooms, LSI manufacturing factories, laser applied product factories, etc., because even slight vibrations can cause computer malfunctions or product defects. , it is necessary to suppress these vibrations, and conventionally, spring elements such as laminated rubber and air springs have been installed between the equipment mounting table on which computers and manufacturing equipment are placed and the support such as the floor of the structure. interposed, and the device mounting table is supported softly and elastically by these spring elements,
The device i was configured to reduce the transmission of vertical vibrations to the stand.
〈発明が解決しようとする課題〉
しかしながら、微小振動であっても、床と装置載置台と
の間で共振を生じ、その共振に伴い、装置′RW台の振
動が増幅されて大きなものになってしまう欠点があった
。<Problem to be solved by the invention> However, even minute vibrations cause resonance between the floor and the device mounting table, and with this resonance, the vibrations of the device's RW table are amplified and become large. There was a drawback.
本発明は、このような事情に鑑みてなされたものであっ
て、床と装置載置台との共振を抑えて、装置載置台に上
下方向の振動が伝達されることを、小さなエネルギーで
安価にして、より良好に防止できるようにすることを目
的とし、また、別の目的は、水平方向の振動伝播をも抑
えることに有り、更にまた別の目的は、振動防止構成に
起因して装置載置台を設けた室内での発塵発生を回避す
ることに有る。The present invention has been made in view of the above circumstances, and it suppresses the resonance between the floor and the device mounting table, and reduces the transmission of vertical vibrations to the device mounting table using small amount of energy and at low cost. Another purpose is to suppress vibration propagation in the horizontal direction, and yet another purpose is to prevent vibration propagation due to the vibration prevention structure. The purpose is to avoid dust generation in a room where a stand is provided.
〈課題を解決するだめの手段〉
本発明は、上述のような目的を達成するために、請求項
第(1)項の発明として、支持台に緩衝用空気ハフと制
振用空気ハネとを介して装置載置台を設けるとともに、
前記支持台および装置載置台それぞれに上下方向の振動
を検出する振動センサを付設し、前記両振動センサによ
る検出結果に基づき、前記装置載置台が前記支持台と共
振状態にあるときに前記緩衝用空気ハネのばね定数を低
減するとともに減衰量を増加する共振減少制御機構を設
け、更に、前記装置載置台に付設された振動センサによ
る検出結果に基づき、振動を打ち消すように前記制振用
空気ハネに付与するエアー圧を調節するエアー圧制御機
構を設けて構成する。<Means for Solving the Problem> In order to achieve the above-mentioned object, the present invention, as the invention of claim (1), provides a support base with a buffering air huff and a vibration damping air spring. In addition to providing a device mounting table through the
A vibration sensor for detecting vibration in the vertical direction is attached to each of the support table and the device mounting table, and based on the detection results by both vibration sensors, when the device mounting table is in a state of resonance with the support table, the buffer A resonance reduction control mechanism is provided that reduces the spring constant of the air spring and increases the amount of attenuation, and further, the vibration damping air spring is configured to cancel vibration based on the detection result of a vibration sensor attached to the device mounting table. An air pressure control mechanism is provided to adjust the air pressure applied to the air.
また、請求項第(2)項の発明として、請求項第(1)
項の支持台を、水平方向に変位可能に固定部に設けると
ともに、前記固定部と前記支持台との間に、前記固定部
から入力される水平方向の振動を緩和する免震機構を介
装して構成する。In addition, as the invention of claim (2), claim (1)
A support base is provided on a fixed part so as to be horizontally displaceable, and a seismic isolation mechanism is interposed between the fixed part and the support base to alleviate horizontal vibration input from the fixed part. and configure.
また、請求項第(3)項の発明として、請求項第(2)
項の免震機構を、水平ヘアリング支持機構と機械式ハネ
と粘性ダンパーとから構成する。In addition, as the invention of claim No. (3), claim No. (2)
The seismic isolation mechanism described above is composed of a horizontal hair ring support mechanism, mechanical springs, and a viscous damper.
また、請求項第(4)項の発明として、請求項第(1)
項ないし第(3)項のいずれかの制振床構造において、
エアー圧制御機構に対する給気源と排気口とを装置載置
台を設置した室内の外部に設けて構成する。In addition, as the invention of claim No. (4), claim No. (1)
In the damping floor structure according to any of paragraphs to (3),
The air supply source and exhaust port for the air pressure control mechanism are provided outside the room in which the device mounting table is installed.
また、請求項第(5)項の発明として、請求項第(])
項ないし第(4)項のいずれかの制振床構造において、
エアー圧制御機構を、予め高圧状態で空気を封入した高
圧タンクと制振用空気ハネとをサーボ弁を介して連通接
続して構成する。In addition, as the invention of claim No. (5), claim No. (])
In the damping floor structure according to any of paragraphs to (4),
The air pressure control mechanism is constructed by connecting a high-pressure tank filled with air at high pressure and a damping air spring through a servo valve.
また、請求項第(6)項の発明として、請求項第(1)
項ないし第(5)項のいずれかの制振床構造において、
装置載置台と支持台との上下方向の相対的な変位を検出
する変位センサとを付設するとともに、その変位センサ
による検出結果に基づき、緩衝用空気ハネに付与する内
圧を調節するレベル調節機構を設けて構成する。In addition, as the invention of claim No. (6), claim No. (1)
In the damping floor structure according to any of paragraphs to (5),
It is equipped with a displacement sensor that detects the relative displacement in the vertical direction between the device mounting table and the support table, and also has a level adjustment mechanism that adjusts the internal pressure applied to the buffer air springs based on the detection results of the displacement sensor. Establish and configure.
また、請求項第(7)項の発明として、請求項第(6)
項のレベル調節機構に対する給気源を装置載置台を設置
した室内の外部に設けて構成する。In addition, as the invention of claim (7), claim (6)
The air supply source for the level adjustment mechanism described in Section 3.2 shall be provided outside the room in which the equipment mounting table is installed.
〈作用〉
請求項第(1)項の発明に係る制振床構造の構成によれ
ば、地震に伴う震動や歩行等に伴う微振動といった各種
の振動に起因して支持台が上下方向に振動すると、その
振動を緩衝用空気ハネと制振用空気ハネとにより緩和吸
収して支持台に伝播し、かつ、共振減少制御機構によっ
て装置載置台と支持台との共振を減少しながら、制振用
空気バネに対するエアー圧を調節し、装置載置台に振動
が伝播することを抑制できる。<Function> According to the configuration of the vibration damping floor structure according to the invention of claim (1), the support platform vibrates in the vertical direction due to various vibrations such as vibrations caused by earthquakes and microvibrations caused by walking, etc. Then, the vibration is relaxed and absorbed by the buffering air springs and vibration damping air springs and propagated to the support base, and the resonance reduction control mechanism reduces the resonance between the equipment mounting base and the support base and damps the vibration. By adjusting the air pressure to the air spring, it is possible to suppress vibrations from propagating to the device mounting table.
また、請求項第(2)項の発明に係る制振床構造の構成
によれば、地震や微振動等に起因して固定部が振動する
と、固定部からの水平方向での振動を免震機構により緩
和して支持台に伝播させることができる。Furthermore, according to the configuration of the vibration damping floor structure according to the invention of claim (2), when the fixed part vibrates due to an earthquake or micro-vibration, the vibration in the horizontal direction from the fixed part is seismically isolated. It can be relaxed and propagated to the support by a mechanism.
また、請求項第(3)項の発明に係る制振床構造の構成
によれば、十分柔らかな機械式バネと水平ベアリング支
持機構による支承構成によって、水平方向での振動が支
持台に伝達することを抑えるとともに、それらの構成に
起因する固定部と支持台との水平方向での共振を粘性ダ
ンパーによって抑えることができる。Further, according to the structure of the vibration damping floor structure according to the invention of claim (3), vibrations in the horizontal direction are transmitted to the support base by the supporting structure using the sufficiently soft mechanical spring and the horizontal bearing support mechanism. In addition, the viscous damper can suppress resonance in the horizontal direction between the fixing part and the support base due to their configuration.
また、請求項第(4)項の発明に係る制振床構造の構成
によれば、コンプレッサーなどの給気源からの給気や制
振用空気ハネからの排気を、装置載置台を設置した室内
の外部で行う。Further, according to the configuration of the vibration damping floor structure according to the invention of claim (4), the air supply from the air supply source such as a compressor and the exhaust air from the vibration damping air springs can be carried out by installing a device mounting stand. Perform outside the room.
また、請求項第(5)項の発明に係る制振床構造の構成
によれば、地震等の大きな振動が装置載置台に伝播した
ときに、高圧タンク内の空気を制振用空気バネに供給し
てその振動を打ち消すことができる。Further, according to the structure of the vibration damping floor structure according to the invention of claim (5), when large vibrations such as an earthquake propagate to the equipment mounting table, the air in the high pressure tank is transferred to the vibration damping air spring. can be supplied to cancel out the vibrations.
また、請求項第(6)項の発明に係る制振床構造の構成
によれば、装置載置台上に搭載される機器重量が変化し
た場合に、その重量が大きくなる程、緩衝用空気バネ内
の圧力を高くし、搭載重量の変化にかかわらず、所望の
緩衝効果を発揮できる。Further, according to the structure of the vibration damping floor structure according to the invention of claim (6), when the weight of the equipment mounted on the equipment mounting table changes, the larger the weight, the more the shock absorbing air spring By increasing the internal pressure, the desired cushioning effect can be achieved regardless of changes in the loaded weight.
また、請求項第(7)項の発明に係る制振床構造の構成
によれば、コンプレッサーなどの給気源からの給気や緩
衝用空気バネからの排気を、装置載置台を設置した室内
の外部で行う。Further, according to the structure of the vibration damping floor structure according to the invention of claim (7), air supply from an air supply source such as a compressor and exhaust air from a buffer air spring can be carried out indoors where an equipment mounting table is installed. done outside of.
〈実施例〉
次に、本発明の実施例を図面に基づいて詳細に説明する
。<Example> Next, an example of the present invention will be described in detail based on the drawings.
第1図の制振床構造の全体正面図、および、第2図の支
持フレームの平面図に示すように、固定部としての床W
上に、4箇所の水平ベアリング支持機構1・・・を介し
て水平方向に変位可能に支持台2が設けられ、その支持
台2の支持フレーム3と、床Wに立設したブラケット4
・・・との間に、免震機構を構成する機械式バネとして
の引っ張りスプリング5A・・・と中央箇所に設けた粘
性ダンパー5Bとが介装され、床Wを介して支持台2に
入力される水平方向の振動を緩和するとともに、床Wと
支持台2とが水平方向に共振することを抑制するように
構成されている。As shown in the overall front view of the damping floor structure in Fig. 1 and the plan view of the support frame in Fig. 2, the floor W as a fixed part is
A support stand 2 is provided above so as to be horizontally displaceable via horizontal bearing support mechanisms 1 at four locations, and a support frame 3 of the support stand 2 and a bracket 4 erected on the floor W are provided.
A tension spring 5A serving as a mechanical spring constituting a seismic isolation mechanism and a viscous damper 5B provided at the center are interposed between the The structure is configured to alleviate the horizontal vibration caused by the floor W and to suppress resonance between the floor W and the support base 2 in the horizontal direction.
水平ヘアリング支持機構1・・・それぞれは、第3図の
要部の一部切欠正面図、および、第4図の要部の一部切
欠平面図に示すように、床Wに取り付けられる固定側部
材6と支持フレーム3に取り付けられる可動側部材7と
の間にボールヘアリング8・・・を介装して構成されて
いる。Horizontal hair ring support mechanism 1...Each is a fixed member attached to the floor W, as shown in the partially cutaway front view of the main part in Fig. 3 and the partially cutaway plan view of the main part in Fig. 4. A ball hair ring 8 is interposed between the side member 6 and the movable side member 7 attached to the support frame 3.
粘性ダンパー5Bは、第5図の一部切欠正面図に示すよ
うに、床W側に固定される筒状体を突設した底板5a内
にダンパーオイル5bが充填され、そのダンパーオイル
5b内に支持フレーム3側に付設された平面視で円盤状
の抵抗板5Cが浸漬され、抵抗板5Cの水平方向の移動
に対して、ダンパーオイル5bにより流動抵抗を付与す
るように構成されている。As shown in the partially cutaway front view of FIG. 5, the viscous damper 5B has a bottom plate 5a fixed to the floor W side with a cylindrical body protruding from the bottom plate 5a, which is filled with damper oil 5b. A resistance plate 5C attached to the support frame 3 and having a disk shape in plan view is immersed, and the damper oil 5b is configured to provide flow resistance to horizontal movement of the resistance plate 5C.
前記支持台2の中央部に凹部10が形成され、その凹部
10内に嵌入される状態で、第6図の平面図、第7図の
正面図、および、第8図の側面図に示すように、緩衝用
空気バ211・・・と制振用空気バネ12・・・とを介
して、エアータンク9・・・を備えた装置載置台13が
設けられている。A recess 10 is formed in the center of the support base 2, and as shown in the plan view of FIG. 6, the front view of FIG. 7, and the side view of FIG. A device mounting table 13 equipped with an air tank 9 is provided via a buffer air bar 211 and a vibration damping air spring 12.
緩衝用空気バネ11・・・は、第9図の平面図に示すよ
うに、支持台2の凹部lOの四隅それぞれに設けられ、
一方、制振用空気バ212・・・は、支持台2の凹部1
0を形成する四辺それぞれの中央に設けられている。As shown in the plan view of FIG. 9, the buffer air springs 11 are provided at each of the four corners of the recess IO of the support base 2,
On the other hand, the damping air bar 212... is connected to the recess 1 of the support base 2.
It is provided at the center of each of the four sides forming 0.
支持台の凹部IOの四隅に近いそれぞれの箇所に、第1
0図の一部切欠側面図に示すように、水平方向の軸芯周
りで回転自在に一対のガイドローラ14.14が設けら
れ、一方、装置載置台13の下面に、前記ガイドローラ
14.14に摺接する円筒状のガイド15が設けられ、
装置載置台13を円滑に上下方向に変位できるように構
成されている。At each location near the four corners of the recessed portion IO of the support base,
As shown in the partially cutaway side view of FIG. 0, a pair of guide rollers 14.14 are provided rotatably around a horizontal axis. A cylindrical guide 15 is provided that slides into contact with the
The device mounting table 13 is configured to be able to be smoothly displaced in the vertical direction.
前記緩衝用空気バネ11・・・および制振用空気バネ1
2・・・それぞれは、第11図の概略構成図に示すよう
に、その下部に設けた補助タンク1la12aにオリフ
ィス孔11b、12bを介して連通接続されている。The buffer air spring 11... and the vibration damping air spring 1
2... As shown in the schematic configuration diagram of FIG. 11, each of them is connected to an auxiliary tank 1la12a provided at the lower part thereof through orifice holes 11b and 12b.
緩衝用空気バネ11・・・の補助タンクlla・・・そ
れぞれにコンプレッサー16が電磁開閉弁17を介して
連通接続され、一方、制振用空気バネ12・・・の補助
タンク12a・・・それぞれに、エアータンク9とサー
ボ弁18とを介してコンプレッサー16が連通接続され
ている。A compressor 16 is connected to each of the auxiliary tanks lla of the buffering air springs 11 through an electromagnetic on-off valve 17, while the auxiliary tanks 12a of the vibration damping air springs 12 are connected to each other. A compressor 16 is connected to the air tank 9 through a servo valve 18.
エアータンク9・・・それぞれ内には、高圧空気(例え
ば、10kg/Cf1lなど)が封入されており、コン
プレッサー16を常時駆動せずに制振できるようにする
とともに、損傷事故や故障などによってコンプレッサー
16が起動できないときでも、制振用空気バネ12・・
・それぞれに確実に空気を供給できるように構成されて
いる。Air tank 9... High-pressure air (for example, 10 kg/Cf1l, etc.) is sealed in each of the air tanks 9, so that vibrations can be suppressed without constantly driving the compressor 16. Even when 16 cannot be started, the vibration damping air spring 12...
- Constructed to ensure a reliable supply of air to each.
緩衝用空気バ12・・・それぞれと補助タンク11a・
・・それぞれとは、緩衝力を変化するように、二段の開
度に変更可能な流量調節弁19を介装した配管20を介
して連通接続されている。Buffer air bar 12... and auxiliary tank 11a.
... are connected to each other via a pipe 20 equipped with a flow control valve 19 that can change the opening degree in two stages so as to change the buffering force.
装置載置台13と支持台2の凹部10との間の所定の三
箇所番こ、両者の上下方向の相対変位を検出する変位セ
ンサ21が付設され、この変位センサ21による検出結
果に基づき、レベル制御アンプ21aを介して電磁開閉
弁17に電気信号を出力し、it磁開開閉弁17開閉し
て緩衝用空気バネ11・・・それぞれ内の圧力を調整し
、装置載置台13上に搭載される機器重量のいかんにか
かわらず、緩衝用空気バネ11・・・によって付与する
緩衝力を調節する初期のレベルを所定レベルに設定する
ようにレベル調節機構が構成されている。このレベル調
節機構としては、制振用空気バネI2・・・それぞれ内
の初期の圧力を調整するように構成するものでも良い。Displacement sensors 21 are attached at three predetermined locations between the device mounting table 13 and the recess 10 of the support table 2 to detect the relative displacement in the vertical direction between the two. Based on the detection results by the displacement sensors 21, the level An electric signal is output to the electromagnetic on-off valve 17 via the control amplifier 21a, the magnetic on-off valve 17 is opened and closed, and the pressure inside each of the buffer air springs 11 is adjusted. The level adjustment mechanism is configured to set the initial level for adjusting the buffer force applied by the buffer air springs 11 to a predetermined level, regardless of the weight of the device. This level adjustment mechanism may be configured to adjust the initial pressure within each of the vibration damping air springs I2.
装置載置台13の中央の点検蓋13aの裏面に、装置載
置台13の上下方向の振動を測定する第1の振動センサ
22が付設され、一方、床Wの所定箇所に、床Wの上下
方向の振動(支持台2の上下方向の振動も同じである)
を測定する第2の振動センサ23が付設されている。A first vibration sensor 22 for measuring vibrations in the vertical direction of the device mounting table 13 is attached to the back side of the inspection lid 13a at the center of the device mounting table 13. vibration (the vertical vibration of the support base 2 is also the same)
A second vibration sensor 23 is attached to measure the .
前記第1および第2の振動センサ22,23にはコント
ローラ24が接続されるとともに、そのコントローラ2
4に流量調節弁19が接続され、コントローラ24にお
いて、第1および第2の振動センサ22,23による検
出結果に基づき、支持台2と装置載置台13とが共振状
態にあるかどうかを判断し、共振状態にあるときに、流
量調節弁19に駆動信号を出力し、その開閉ならびに開
度調整によって緩衝用空気バネ11・・・のばね定数を
低減するとともに減衰量を増加し、装置載置台13が支
持台2と共振することを減少するように共振減少制御機
構が構成されている。A controller 24 is connected to the first and second vibration sensors 22 and 23, and the controller 2
A flow control valve 19 is connected to 4, and a controller 24 determines whether the support base 2 and the device mounting base 13 are in a resonant state based on the detection results from the first and second vibration sensors 22 and 23. , when in a resonant state, outputs a drive signal to the flow control valve 19, opens and closes it, and adjusts its opening degree to reduce the spring constant and increase the attenuation of the buffer air springs 11... A resonance reduction control mechanism is configured to reduce resonance between the support base 2 and the support base 2 .
すなわち、床W側からの振動が無いような平常時にあっ
ては、流量調節弁19を全閉にして緩衝用空気バネ11
・・・それぞれと補助タンクlla・・それぞれとをオ
リフィス孔11bのみを介して連通接続し、緩衝用空気
ハネ11・・・を固くて減衰の小さな状態にし、装置載
置台13に直接的に作用する外力に対して変形が小さな
状態にする。そして、床W側からの振動が小さいような
小地震時にあっては、流量調節弁19を開き、緩衝用空
気ノ\ネ11・・・それぞれと補助タンクlla・・・
それぞれとをオリフィス孔11bおよび配管20を介し
て連通接続し、緩衝用空気ハネ11・・・を柔らかくて
減衰の大きな状態にし、装置載置台】3と支持台2との
共振を減少しながら床W側から装置載置台13への振動
の伝播を抑える。更に、床W側からの振動が大きいよう
な大地震時にあっては、流量調節弁19を更に開き、緩
衝用空気ノ\ネ11・・・それぞれと補助タンクlla
・・・それぞれとをオリフィス孔11bおよび配管20
を介して連通接続し、緩衝用空気バネ11・・・を柔ら
かくてより一層減衰の大きな状態にし、装置載置台13
と支持台2との共振を減少しながら床W側から装置載置
台】3への振動の伝播を抑える。That is, in normal times when there is no vibration from the floor W side, the flow rate control valve 19 is fully closed and the buffer air spring 11 is closed.
. . . and the auxiliary tank lla . . . are connected in communication only through the orifice hole 11b, and the buffer air springs 11 . to a state where the deformation is small in response to external forces. In the event of a small earthquake where the vibration from the floor W side is small, the flow control valve 19 is opened and the buffer air drains 11 and auxiliary tanks 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 10, 10, 11, 11, 11, 11, 11, 11, 11, 11,,1,,1,,11,,11,,11,,,11,…,,,,10,2,2,22, 21,…,2,2,4,3,3,3,4,3,4,2,2,2,2/2/2/2/2/2/2/21/2013/1/1/2, 2, 1, 2, 3, etc.
These are connected through the orifice hole 11b and the piping 20, and the buffer air springs 11 are made soft and have a large damping state, and the vibrations between the device mounting table 3 and the support table 2 are reduced while the floor Propagation of vibration from the W side to the device mounting table 13 is suppressed. Furthermore, in the event of a major earthquake where vibrations from the floor W side are large, the flow rate control valve 19 is further opened, and the buffer air drains 11 and the auxiliary tank lla are further opened.
... orifice hole 11b and piping 20, respectively.
The buffer air springs 11 are made soft and have even greater damping, and the device mounting table 13
The propagation of vibrations from the floor W side to the device mounting table 3 is suppressed while reducing the resonance between the support table 2 and the support table 2.
このような共振減少制御機構としては、例えば、上述の
ようなオリフィス孔11bを設けずに、緩衝用空気バネ
11・・・それぞれと補助タンクlla・・・それぞれ
とを、それぞれに開閉弁を設けた二本の配管を介して連
通接続し、その両者を閉じた状態、−個の開閉弁を開い
た状態、および、二個の開閉弁を開いた状態のいずれか
に切換えて装置載置台13と支持台2との共振を減少す
るように構成するようにしても良い。As such a resonance reduction control mechanism, for example, instead of providing the orifice hole 11b as described above, an on-off valve is provided for each of the buffer air springs 11 and the auxiliary tank lla. The device mounting table 13 is connected to the device via two pipes, and the device mounting table 13 is switched to either a closed state, a state in which - two on-off valves are opened, or a state in which two on-off valves are opened. The configuration may be such that resonance between the support base 2 and the support base 2 is reduced.
また、コントローラ24にサーボ弁18が接続され、第
1の振動センサ22による検出結果に基づき、振動を打
ち消すように制振用空気バネ12に付与するエアー圧を
調節するようにエアー圧制御機構が構成されている。Further, a servo valve 18 is connected to the controller 24, and an air pressure control mechanism is configured to adjust the air pressure applied to the vibration damping air spring 12 to cancel vibrations based on the detection result by the first vibration sensor 22. It is configured.
以上の構成により、装置載置台13に振動が伝播するこ
とを緩衝用空気バネ11・・・および制振用空気バネ1
2・・・によって防止するとともに、共振減少制御機構
による流量調節弁19の開度調整によって装置載置台1
3と支持台2(床W)との共振を減少しながら、制振用
空気バネ12・・・に付与するエアー圧を調整すること
によって、全体として、装置載置台13に伝播する振動
を打ち消し、装置載置台13が振動することを良好に防
止できるようになっている。With the above configuration, the shock absorbing air springs 11 and the damping air springs 1 prevent vibration from propagating to the device mounting table 13.
2..., and by adjusting the opening degree of the flow rate control valve 19 by the resonance reduction control mechanism.
By adjusting the air pressure applied to the vibration damping air springs 12 while reducing the resonance between the support table 2 (floor W) and the support table 2 (floor W), the vibration propagated to the device mounting table 13 is canceled out as a whole. , vibration of the device mounting table 13 can be effectively prevented.
上記制振床構造による振動の伝達状態(Aで示す)、無
制御の場合の振動の伝達状態(Cで示す)、および、共
振減少制御機構のみによる振動の伝達状態(Bで示す)
それぞれにつき、横軸に無次元振動数(加振振動数/共
振振動数)を、縦軸に伝達率(装置載置台13の振動/
床Wの振動)をそれぞれとって考察したところ第12図
のグラフに示す結果を得た。The state of vibration transmission by the vibration damping floor structure (indicated by A), the state of vibration transmission in the case of no control (indicated by C), and the state of vibration transmission by only the resonance reduction control mechanism (indicated by B)
For each, the horizontal axis represents the dimensionless frequency (excitation frequency/resonance frequency), and the vertical axis represents the transmissibility (vibration of the device mounting table 13/
When the vibrations of the floor W were analyzed, the results shown in the graph of FIG. 12 were obtained.
この結果から、床Wから加えられる振動を緩衝用空気バ
ネ11・・・によって抑えることができ、かつ、共振に
伴う振動の増幅を、緩衝用空気バネ11・・・のばね定
数を低減するとともに減衰量を増加する共振減少制御機
構によって抑えることができ、更に、残余の振動を、制
振用空気バネ12・・・に付与するエアー圧を調整する
ことによって打ち消すことができ、本発明に係る実施例
の制振床構造による場合に、極めて良好に制振できてい
ることが明らかである。また、このように、制振用空気
バネ12・・・に付与するエアー圧の調整によって打ち
消す振動としては、小さな量で済むようになるために、
制振のためのエネルギーが小さく、すなわち、制振用空
気バネ12・・・に対して給排するエアー量が少なくて
済みながら高い制振効果を得られることが明らかである
。From this result, the vibrations applied from the floor W can be suppressed by the buffer air springs 11..., and the amplification of vibrations due to resonance can be suppressed by reducing the spring constant of the buffer air springs 11... This can be suppressed by a resonance reduction control mechanism that increases the amount of attenuation, and further, the remaining vibration can be canceled by adjusting the air pressure applied to the vibration damping air springs 12. It is clear that the damping floor structure of the example achieves extremely good damping. In addition, in this way, by adjusting the air pressure applied to the vibration damping air springs 12, only a small amount of vibration can be canceled out.
It is clear that a high vibration damping effect can be obtained even though the energy for vibration damping is small, that is, the amount of air supplied to and discharged from the vibration damping air springs 12 is small.
前記コンプレッサー16が、装置載置台13を設置した
室内とは別に室外に設けられ、また、サーボ弁18の排
気管18bに連通接続された排気ホース(図示せず)も
室外まで延出され、給排気空気によって、装置載置台1
3を設置した室内で発塵することを防止するようになっ
ている。The compressor 16 is installed outside the room separately from the room where the device mounting table 13 is installed, and an exhaust hose (not shown) connected to the exhaust pipe 18b of the servo valve 18 is also extended outside the room to supply air. The device mounting table 1 is removed by exhaust air.
This is designed to prevent dust from being generated in the room where 3 is installed.
上記実施例では、高圧空気を封入したエアータンク9・
・・それぞれから制振用空気バネ12・・・それぞれに
、コンプレッサー16を常時駆動しなくても空気を供給
できるように構成しているが、例えば、制振用空気ハネ
12・・・それぞれとコンプレッサー16との間にアキ
ュムレータを介装するようにしでも良い。In the above embodiment, the air tank 9 filled with high pressure air is
...The vibration damping air springs 12... are configured so that air can be supplied from each of them without the need to constantly drive the compressor 16. For example, the vibration damping air springs 12... An accumulator may be interposed between the compressor 16 and the compressor 16.
〈発明の効果〉
請求項第(1)項の発明に係る制振床構造によれば、緩
衝用空気バネと制振用空気バネそれぞれによって振動を
緩和できながら、制振用空気バネに付与するエアー圧の
調節により装置載置台に上下方向の振動が伝播すること
を抑制でき、また、共振減少制御機構によって、装置載
置台と支持台とが上下方向で共振することを減少でき、
地震等の震動および微振動のいずれによる装置載置台の
振動をも良好に抑制できるようになった。<Effects of the Invention> According to the vibration damping floor structure according to the invention of claim (1), vibrations can be alleviated by each of the buffering air spring and the vibration damping air spring, while the vibration damping air spring is By adjusting the air pressure, vertical vibrations can be suppressed from propagating to the device mounting table, and by the resonance reduction control mechanism, vertical resonance between the device mounting table and the support table can be reduced.
It has become possible to effectively suppress vibrations of the device mounting table caused by both vibrations such as earthquakes and microvibrations.
しかも、緩衝用空気バネと制振用空気バネそれぞれの弾
性による振動緩和効果と、緩衝用空気バネのばね定数を
低減するとともに減衰量を増加する共振減少制御機構に
よる共振減少とによって、大きな振動変位を防止し、そ
の状態で制振用空気バネに対するエアー圧を調整して振
動を打ち消すから、制振のためのエネルギーが小さくて
済み、たとえ制振用空気バネにエアーを常時供給して制
振する場合でも、制振用空気バネに給排するエア−量が
少なく、給気手段としてのコンプレッサーなどとして能
力の小さいものを使用でき、また、アキュムレータなど
にエアーを蓄え、そのエアーを供給して制振する場合で
あれば、コンプレッサーなどとして能力の小さいものを
使用できるのみならず、蓄えるエアー量も少なく、アキ
ュムレータなどとして容量の小さいものを使用でき、い
ずれの構成であってもイニシャルコストおよびランニン
グコストのいずれをも低減できるようになった。Moreover, due to the vibration mitigation effect due to the elasticity of the buffer air spring and vibration damping air spring, and the reduction of resonance by the resonance reduction control mechanism that reduces the spring constant of the buffer air spring and increases the damping amount, large vibration displacement can be achieved. In this state, the air pressure to the vibration damping air spring is adjusted to cancel the vibration, so the energy required for vibration damping is small, even if air is constantly supplied to the vibration damping air spring. Even in cases where the air is supplied to and discharged from vibration damping air springs, the amount of air supplied to and discharged from the vibration damping air spring is small, and a compressor or other device with a small capacity can be used as the air supply means. When damping vibrations, not only can a compressor with a small capacity be used, but the amount of air stored is also small, and an accumulator with a small capacity can be used. Now we can reduce both costs.
また、請求項第(2)項の発明に係る制振床構造によれ
ば、支持台が地震等によって水平方向に振動することを
も良好に抑制することができ、上下方向および水平方向
のいずれにおいても、装置載置台が振動することを良好
に抑制することができる。Further, according to the vibration damping floor structure according to the invention of claim (2), it is possible to satisfactorily suppress horizontal vibrations of the support base due to earthquakes, etc. Even in this case, vibration of the device mounting table can be suppressed well.
また、請求項第(3)項の発明器ご係る制振床構造によ
れば、固定部と支持台との水平方向の共振を抑えるから
、支持台の水平方向の振動をより一層良好に抑制するこ
とができる。Further, according to the vibration damping floor structure according to the invention as claimed in claim (3), since horizontal resonance between the fixed part and the support base is suppressed, horizontal vibration of the support base is suppressed even better. can do.
また、請求項第(4)項の発明に係る制振床構造によれ
ば、振動抑制のための空気の給排気に起因する、装置載
置台を設置した室内での気流による塵埃飛散といった空
気汚染を回避でき、OA機器を設置したOAルームや半
導体製造装置を設置するクリーンルームに対して好適に
適用することができる。Further, according to the vibration damping floor structure according to the invention of claim (4), air pollution such as dust scattering due to airflow in the room where the device mounting table is installed is caused by air supply and exhaust for vibration suppression. can be avoided, and can be suitably applied to an OA room where OA equipment is installed or a clean room where semiconductor manufacturing equipment is installed.
また、請求項第(5)項の発明に係る制振床構造によれ
ば、地震等に起因して、損傷事故や故障が発生し、コン
プレッサーが起動できないような場合でも、制振用空気
バネに空気を確実良好に供給し、大きな振動が装置載置
台に伝播することを良好に防止できる。Further, according to the vibration damping floor structure according to the invention of claim (5), even if a damage accident or failure occurs due to an earthquake or the like and the compressor cannot be started, the vibration damping air spring It is possible to reliably supply air to the device and effectively prevent large vibrations from propagating to the device mounting table.
また、請求項第(6)項の発明に係る制振床構造によれ
ば、装置載置台上に搭載する機器を増設するといった場
合に容易に対応でき、実用上極めて有用である。Further, the vibration damping floor structure according to the invention as claimed in claim (6) can easily accommodate the case where additional equipment is mounted on the device mounting table, and is extremely useful in practice.
また、請求項第(7)項の発明に係る制振床構造によれ
ば、装置′Ri、置台のレベル調節のための空気の給排
気に起因する、装置載置台を設置した室内での気流によ
る塵埃飛散といった空気汚染を回避でき、OA機器を設
置したOAルームや半導体製造装置を設置するクリーン
ルームに対して好適に適用することができる。Further, according to the vibration damping floor structure according to the invention of claim (7), airflow in the room where the device mounting table is installed is caused by air supply and exhaust for adjusting the level of the device 'Ri and the device mounting table. It is possible to avoid air contamination such as dust scattering caused by air pollution, and it can be suitably applied to an OA room where OA equipment is installed or a clean room where semiconductor manufacturing equipment is installed.
図面は、本発明に係る制振床構造の実施例を示し、第1
図は、制振床構造の全体正面図、第2図は、支持フレー
ムの平面図、第3図は要部の一部切欠正面図、第4図の
要部の一部切欠平面図、第5図は、粘性ダンパーの一部
切欠正面図、第6図は全体概略平面図、第7図は全体概
略正面図、第8図は全体概略側面図、第9図は全体平面
図、第10図は一部切欠側面図、第11図は概略構成図
、第12図は、振動伝達状態を示すグラフである。
1・・・免震機構を構成する水平ベアリング支持機構
2・・・支持台
5A・・・免震機構を構成する引っ張りスプリング5B
・・・免震機構を構成する粘性ダンパー9・・・高圧タ
ンクを構成するエアータンクに兼用の支柱
1・・・緩衝用空気バネ
b・・・オリフィス孔
2・・・制振用空気バネ
3・・・装置載置台
7・・・レベル調節機構を構成する電磁開閉弁8・・・
サーボ弁
9・・・流量調節弁
0・・・配管
1・・・変位センサ
2・・・装置載置台の上下方向の振動を測定する第1の
振動センサ
23・・・支持台の上下方向の振動を測定する第2の振
動センサ
W・・・固定部としての床The drawings show an embodiment of the vibration damping floor structure according to the present invention, and the first embodiment
The figure is an overall front view of the damping floor structure, Figure 2 is a plan view of the support frame, Figure 3 is a partially cutaway front view of the main part, Figure 4 is a partially cutaway plan view of the main part, and Figure 4 is a partially cutaway plan view of the main part. 5 is a partially cutaway front view of the viscous damper, FIG. 6 is a general plan view, FIG. 7 is a general front view, FIG. 8 is a general side view, FIG. 9 is a general plan view, and FIG. The figure is a partially cutaway side view, FIG. 11 is a schematic configuration diagram, and FIG. 12 is a graph showing the state of vibration transmission. 1...Horizontal bearing support mechanism that constitutes a seismic isolation mechanism 2...Support stand 5A...Tension spring 5B that constitutes a seismic isolation mechanism
... Viscous damper 9 that constitutes a seismic isolation mechanism ... Support column 1 that also serves as an air tank that forms a high-pressure tank ... Buffer air spring b ... Orifice hole 2 ... Vibration damping air spring 3 ...Equipment mounting table 7...Solenoid on-off valve 8 that constitutes the level adjustment mechanism...
Servo valve 9...Flow rate control valve 0...Piping 1...Displacement sensor 2...First vibration sensor 23 for measuring vertical vibration of the device mounting table...Vertical vibration of the support base Second vibration sensor W that measures vibration...floor as a fixed part
Claims (7)
して装置載置台を設けるとともに、前記支持台および装
置載置台それぞれに上下方向の振動を検出する振動セン
サを付設し、前記両振動センサによる検出結果に基づき
、前記装置載置台が前記支持台と共振状態にあるときに
前記緩衝用空気バネのばね定数を低減するとともに減衰
量を増加する共振減少制御機構を設け、更に、前記装置
載置台に付設された振動センサによる検出結果に基づき
、振動を打ち消すように前記制振用空気バネに付与する
エアー圧を調節するエアー圧制御機構を設けたことを特
徴とする制振床構造。(1) A device mounting table is provided on the support table via a buffering air spring and a vibration damping air spring, and a vibration sensor for detecting vibration in the vertical direction is attached to each of the support table and the device placing table. A resonance reduction control mechanism is provided that reduces the spring constant of the buffer air spring and increases the damping amount when the device mounting table is in a resonance state with the support table based on the detection results by both vibration sensors, and further, A vibration damping floor characterized by being provided with an air pressure control mechanism that adjusts the air pressure applied to the vibration damping air spring so as to cancel out vibrations based on the detection result by a vibration sensor attached to the device mounting table. structure.
変位可能に固定部に設けるとともに、前記固定部と前記
支持台との間に、前記固定部から入力される水平方向の
振動を緩和する免震機構を介装した制振床構造。(2) The support according to the top of claim (1) is provided on a fixed part so as to be horizontally displaceable, and the horizontal direction input from the fixed part is provided between the fixed part and the support. A vibration-damping floor structure equipped with a seismic isolation mechanism to reduce vibrations.
リング支持機構と機械式バネと粘性ダンパーとから構成
した制振床構造。(3) A vibration damping floor structure in which the seismic isolation mechanism according to claim (2) is comprised of a horizontal bearing support mechanism, a mechanical spring, and a viscous damper.
記載の制振床構造において、エアー圧制御機構に対する
給気源と排気口とを装置載置台を設置した室内の外部に
設けてある制振床構造。(4) In the vibration damping floor structure according to any one of claims (1) to (3), the air supply source and exhaust port for the air pressure control mechanism are connected to the outside of the room in which the device mounting table is installed. A vibration-damping floor structure installed in
記載の制振床構造において、エアー圧制御機構を、予め
高圧状態で空気を封入した高圧タンクと制振用空気バネ
とをサーボ弁を介して連通接続して構成した制振床構造
。(5) In the vibration damping floor structure according to any one of claims (1) to (4), the air pressure control mechanism is comprised of a high pressure tank filled with air at high pressure in advance and a vibration damping air spring. A vibration-damping floor structure configured by communicating and connecting through a servo valve.
記載の制振床構造において、装置載置台と支持台との上
下方向の相対的な変位を検出する変位センサとを付設す
るとともに、その変位センサによる検出結果に基づき、
緩衝用空気バネに付与する内圧を調節するレベル調節機
構を設けてある制振床構造。(6) The vibration damping floor structure according to any one of claims (1) to (5), further comprising a displacement sensor that detects relative vertical displacement between the device mounting table and the support table. At the same time, based on the detection results from the displacement sensor,
A vibration damping floor structure equipped with a level adjustment mechanism that adjusts the internal pressure applied to the buffer air spring.
る給気源を装置載置台を設置した室内の外部に設けてあ
る制振床構造。(7) A vibration-damping floor structure in which an air supply source for the level adjustment mechanism according to claim (6) is provided outside a room in which a device mounting table is installed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7487390A JP2810198B2 (en) | 1990-03-22 | 1990-03-22 | Damping floor structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7487390A JP2810198B2 (en) | 1990-03-22 | 1990-03-22 | Damping floor structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03271460A true JPH03271460A (en) | 1991-12-03 |
JP2810198B2 JP2810198B2 (en) | 1998-10-15 |
Family
ID=13559892
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7487390A Expired - Fee Related JP2810198B2 (en) | 1990-03-22 | 1990-03-22 | Damping floor structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2810198B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117266428A (en) * | 2023-11-20 | 2023-12-22 | 西南石油大学 | Assembled vibration reduction floor slab and assembling method |
-
1990
- 1990-03-22 JP JP7487390A patent/JP2810198B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117266428A (en) * | 2023-11-20 | 2023-12-22 | 西南石油大学 | Assembled vibration reduction floor slab and assembling method |
CN117266428B (en) * | 2023-11-20 | 2024-02-06 | 西南石油大学 | Assembled vibration reduction floor slab and assembling method |
Also Published As
Publication number | Publication date |
---|---|
JP2810198B2 (en) | 1998-10-15 |
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