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JPS62278335A - Seismic isolation device - Google Patents

Seismic isolation device

Info

Publication number
JPS62278335A
JPS62278335A JP61121165A JP12116586A JPS62278335A JP S62278335 A JPS62278335 A JP S62278335A JP 61121165 A JP61121165 A JP 61121165A JP 12116586 A JP12116586 A JP 12116586A JP S62278335 A JPS62278335 A JP S62278335A
Authority
JP
Japan
Prior art keywords
vibration
vertical
seismic isolation
isolation device
vibrations
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP61121165A
Other languages
Japanese (ja)
Other versions
JPH063242B2 (en
Inventor
Masato Hayakawa
正人 早川
Tatsuhide Tomioka
富岡 龍秀
Yasuhiko Nishizawa
西沢 安彦
Hiroshi Irie
洋 入江
Satoshi Sakai
坂井 敏
Satoru Shiomi
塩見 哲
Yoshio Masuko
増子 芳夫
Taiji Matsuda
泰治 松田
Sakae Aoyanagi
青柳 栄
Akira Kawasaki
川崎 章
Kazuyoshi Komatsu
小松 一善
Taketoshi Hatanaka
武利 畑中
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.)
SHIYOUDEN KK
Central Research Institute of Electric Power Industry
Chubu Electric Power Co Inc
Shoden Corp
Original Assignee
SHIYOUDEN KK
Central Research Institute of Electric Power Industry
Chubu Electric Power Co Inc
Shoden 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 SHIYOUDEN KK, Central Research Institute of Electric Power Industry, Chubu Electric Power Co Inc, Shoden Corp filed Critical SHIYOUDEN KK
Priority to JP61121165A priority Critical patent/JPH063242B2/en
Priority to GB08710606A priority patent/GB2189864A/en
Priority to EP19860905428 priority patent/EP0240572A4/en
Priority to DE19863690490 priority patent/DE3690490T1/de
Priority to NL8620365A priority patent/NL8620365A/en
Priority to PCT/JP1986/000481 priority patent/WO1987001777A1/en
Publication of JPS62278335A publication Critical patent/JPS62278335A/en
Publication of JPH063242B2 publication Critical patent/JPH063242B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • F16F15/04Suppression 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 elastic means
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0235Anti-seismic devices with hydraulic or pneumatic damping

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To obtain a high vibration proofing effect by supporting an equipment mounting frame on a support member such as a floor with a sliding means, providing a vertical vibration absorbing damper between this support member and the frame, and providing an attitude control means moved horizontally symmetrically in conjunction with the vertical vibration. CONSTITUTION:A vibration isolator is inserted between a frame 2 mounted with a protected equipment or the like and a support body such as a frame 1 vibrated by external vibration and protects the various precise protected equipment against vertical vibration such as an earthquake. In this case, a vertical sliding means constituted of a spline shaft 3 and a ball spline 4 is provided. A support means such as a coil spring 6 supporting the tare weight of an object mounted on a vertical vibration isolator and a vibration absorbing means such as a vibration absorbing damper 5 absorbing vertical vibration to an optional value are provided. Furthermore, an attitude control device 7 controlled horizontally symmetrically in conjunction with vertical vibration to keep the protected equipment horizontal is provided.

Description

【発明の詳細な説明】 3、発明の詳細な説明 技術分野 この発明は、地震発生時等における上下振動から、磁気
ディスク装置その他各種の精密な被保護機器が完全に保
護できるよつにした上下動免震装置に係り、特に、ボー
ルスプライン等の縦方向のスベリ手段と、コイルバネ等
の支持手段と、振動吸収ダンパー等の振動吸収手段と、
上下振動に対して左右対称に連動するように構成された
姿勢制御手段とを使用することにより、建物の床面等か
ら伝わる上下方向の振動を減衰・吸収することによって
、振動に対して弱い被保護機器についても、完全にその
機能が保護できるようにした上下動免震装置に関する。
Detailed Description of the Invention 3. Detailed Description of the Invention Technical Field The present invention provides a vertical vibration system that can completely protect magnetic disk drives and various other precision protected equipment from vertical vibrations caused by earthquakes, etc. It relates to a dynamic seismic isolation device, in particular, a vertical sliding means such as a ball spline, a supporting means such as a coil spring, a vibration absorbing means such as a vibration absorbing damper,
By using posture control means that is configured to operate symmetrically with respect to vertical vibrations, vertical vibrations transmitted from the building floor etc. can be damped and absorbed, thereby reducing the vulnerability to vibrations. As for protection equipment, the present invention relates to a vertical motion seismic isolation device that can completely protect its functions.

災米致亙 一般に、地震等の振動による災害に対して各種の機器等
を保護する、いわゆる耐震保護装置は、大別して二系統
に分類される。
In general, so-called seismic protection devices that protect various equipment from disasters caused by vibrations such as earthquakes are broadly classified into two types.

第1は、被保護機器をいかに強固に作るか、という強度
の観点から開発が進められている。
First, development is progressing from the viewpoint of strength, which is how to make protected equipment strong.

すなわち、どの程度の震度まで耐えることができる耐震
保護装置であるかが、常に問題にされ、被保護機器の地
震時における振動の機能に対する影響までは、考慮され
ていないのが現状である。
That is, the question of what seismic intensity an earthquake protection device can withstand is always a question, and the current situation is that the effect of vibration on the function of protected equipment during an earthquake is not taken into account.

そのため、この種の耐震保護装置を使用した場合には、
仮りに、地震に対して被保護機器が横倒し等の被害を免
かれたとしても、振動に対して弱い被保護機器について
は、その機器の機能が確実に保護されるという保障がな
い、という問題が残されている。
Therefore, when using this type of seismic protection device,
Even if the protected equipment does not suffer damage such as falling over due to an earthquake, there is no guarantee that the functions of the protected equipment, which is vulnerable to vibration, will be reliably protected. is left behind.

第2は、振動に弱い被保護機器を保護することに主眼を
置くものであり、機器の機能上の中心部で、振動をきら
う部分に安全装置を設けておき。
The second method focuses on protecting protected equipment that is susceptible to vibrations, and a safety device is provided at the functional center of the equipment where vibrations are averse.

大地震の発生時には、−室以上の振動により、その機能
を停止させるようにしている。
In the event of a major earthquake, the system is designed to stop functioning due to vibrations greater than -.

この種の安全装置を設置すれば、振動に対して弱い被保
護機器を守ることはできる。しかし、機能を保護するも
のではないから、地震発生時に。
By installing this type of safety device, it is possible to protect protected equipment that is vulnerable to vibrations. However, it does not protect the functions in the event of an earthquake.

その機能が停止することは免かれない、という不都合が
あった。
There was an inconvenience that the function would inevitably stop.

このような不都合を解決する一つの方法として、この発
明の発明者らは、先に、単に被保護機器が横倒し等の被
害を受けないというだけでなく、地震等による有害な振
動が被保護機器に伝わらないようにして、振動に弱い機
器の場合でも、その機能が完全に維持できるようにした
、免震装置を提案している(J?!明の名称「免震装置
」の特願昭60−206113号)。
As a way to solve these inconveniences, the inventors of the present invention first attempted to prevent the protected equipment from suffering damage such as falling over, but also to ensure that the harmful vibrations caused by earthquakes, etc. We are proposing a seismic isolation device that prevents vibrations from being transmitted and maintains its full functionality even in the case of equipment that is susceptible to vibrations. No. 60-206113).

この先に提案された免震装置では、横方向すなわち、水
平方向の震動に対して、被保護機器を完全に保護するこ
とが可能である。
With the previously proposed seismic isolation device, it is possible to completely protect protected equipment against vibrations in the lateral direction, that is, the horizontal direction.

この発明の上下動免震装置は、縦方向すなわち、上下方
向の振動に対して、被保護機器を完全に保護するもので
、両者を組合せて使用すれば、縦方向の震動に対しても
、横方向の震動に対しても、被保護機器を完全に保護す
ることが可能となる。
The vertical motion seismic isolation device of this invention completely protects protected equipment against vibrations in the vertical direction, that is, in the vertical direction.If both are used in combination, it can also protect against vibrations in the vertical direction. It becomes possible to completely protect the protected equipment even against lateral vibrations.

そこで、まず、先に提案された免震装置について、その
概略を述べる。
First, we will provide an overview of the previously proposed seismic isolation device.

第3図は、先に提案された免震装置の内部構造を詳細に
示す縦断面図である。図面において、11はケース本体
、12は底抜、13は架台取付は支柱、14は床止め用
の穴、15は振動吸収盤、16は環状ケース、17は環
状ケース16の固定具、18はボールベアリング、19
はボールベアリング装着板を示す。
FIG. 3 is a longitudinal sectional view showing in detail the internal structure of the previously proposed seismic isolation device. In the drawing, 11 is the case body, 12 is a bottom hole, 13 is a column for mounting the frame, 14 is a hole for floor fixing, 15 is a vibration absorption board, 16 is an annular case, 17 is a fixture for the annular case 16, and 18 is a fixing device for the annular case 16. ball bearing, 19
indicates the ball bearing mounting plate.

この先に提案された免震装置の構造について簡単に述べ
ると、第3図に示されるケース本体11と底板12は、
金属や樹脂等で構成される。
To briefly describe the structure of the seismic isolation device proposed earlier, the case body 11 and bottom plate 12 shown in FIG.
Composed of metal, resin, etc.

架台取付は支柱13は、金属や樹脂等で構成され、この
第3図の場合には、被保護機器を載置する支持枠等が容
易に取付けられるように、その外周にネジ溝が設けられ
ているが、必ずしもネジ溝を設けて支持する必要はない
The support column 13 is made of metal, resin, etc., and in the case of Fig. 3, a screw groove is provided on its outer periphery so that a support frame on which the protected equipment is placed can be easily attached. However, it is not necessarily necessary to provide a screw groove for support.

振動吸収盤15は、第4図を参照しながら、後で詳しく
説明するが、円盤状をしており、横方向の振動を吸収、
減衰させる機能を有し、比較的軟質のゴム材で構成され
る。
The vibration absorption plate 15, which will be explained in detail later with reference to FIG. 4, is disk-shaped and can absorb lateral vibrations.
It has a damping function and is made of a relatively soft rubber material.

環状ケース16は1円盤状の振動吸収盤15の円周を取
囲むような形状で、金属で構成される。
The annular case 16 has a shape that surrounds the circumference of the disk-shaped vibration absorbing disk 15, and is made of metal.

この環状ケース16は、比較的軟質のゴム材で構成され
た振動吸収盤15の円周の変形を防止するよう機能する
とともに、固定具17によって、ケース本体11の内側
に強固に取付けられるように作用する。
This annular case 16 functions to prevent deformation of the circumference of the vibration absorbing board 15 made of a relatively soft rubber material, and is also configured to be firmly attached to the inside of the case body 11 using a fixture 17. act.

ボールベアリング装着板19と、その下面に同心円状に
配列された多数のボールベアリング18とは、振動吸収
盤15の下部に取付けられて横方向の任意の振動に対応
して移動可能な、横方向のスベリ手段を構成している。
The ball bearing mounting plate 19 and a large number of ball bearings 18 arranged concentrically on the lower surface thereof are attached to the lower part of the vibration absorption board 15 and are movable in response to arbitrary vibrations in the lateral direction. It constitutes a sliding means.

このようなボールベアリング18とボールベアリング装
着板19からなる横方向のスベリ手段を使用することに
よって、横方向すなわち、水平方向のいかなる振動に対
しても、底板12との間の摩擦が少なくされる。
By using such a lateral sliding means consisting of the ball bearing 18 and the ball bearing mounting plate 19, the friction between the ball bearing 18 and the bottom plate 12 is reduced against any vibration in the lateral direction, that is, the horizontal direction. .

次に、この先に提案された免震装置による地震発生時の
動作について説明する。
Next, the operation of the previously proposed seismic isolation device when an earthquake occurs will be explained.

ボールベアリング装着板19は、横方向の振動に対して
、その強弱に関係なく、底板12との摩擦抵抗を減少す
るとともに、衝撃的な振動に対しては、振動吸収盤15
により減衰、吸収する。
The ball bearing mounting plate 19 reduces the frictional resistance with the bottom plate 12 against lateral vibrations, regardless of the strength thereof, and the vibration absorption plate 15 against impulsive vibrations.
It is attenuated and absorbed by

その結果、この免震装置に支持された被保護機器に、横
方向の有害な衝撃や振動が伝導されることはない。
As a result, harmful lateral shocks and vibrations are not transmitted to the protected equipment supported by this seismic isolation device.

次の第4図(1)〜(3)は、先に提案された免震装置
で使用される振動吸収盤15の詳細な構造を示す図で、
(1)は上面図、(2)は側面図、(3)はA−A断面
図である。図面における符号は第3図と同様であり、ま
た、15aは支柱の貫通孔を示す。
The following Figures 4 (1) to (3) are diagrams showing the detailed structure of the vibration absorption board 15 used in the previously proposed seismic isolation device.
(1) is a top view, (2) is a side view, and (3) is an AA sectional view. Reference numerals in the drawings are the same as in FIG. 3, and 15a indicates a through hole in the support.

この先に提案された免震装置では、この第4図に示すよ
うな振動吸収盤15が、被保護機器の安全のために、極
めて重要な機能を有している。
In the previously proposed seismic isolation device, a vibration absorption board 15 as shown in FIG. 4 has an extremely important function for the safety of protected equipment.

すなわち、振動吸収盤15は、ゴム等の弾性材からなる
円盤状であり、その支柱が貫通される中心部に対して対
称的で、かつほぼ同心円上に複数個の円形の貫通孔が設
けられている。
That is, the vibration absorbing board 15 has a disc shape made of an elastic material such as rubber, and has a plurality of circular through holes symmetrical with respect to the center through which the pillars pass and substantially concentrically arranged. ing.

このように、はぼ同心円上に複数個の円形の貫通孔を設
けることにより、その固有振動数を例えば数分の一ヘル
ツのように、著しく低下させることが可能となる。しか
も、振動吸収盤15は、バネとしては柔らかいゴム等の
弾性材で構成されているので、振動吸収盤15の変形に
よって、応答スペクトルを得ることができる。
In this way, by providing a plurality of circular through holes on a concentric circle, it is possible to significantly lower the natural frequency to, for example, a fraction of a hertz. Moreover, since the vibration absorbing plate 15 is made of an elastic material such as soft rubber as a spring, a response spectrum can be obtained by deforming the vibration absorbing plate 15.

したがって、横方向の振動に対して、方向性を無くすこ
とが可能となり、どの方向からの地震に対しても、同一
性能でその振動エネルギーを吸収することができる。
Therefore, it is possible to eliminate the directionality of lateral vibrations, and it is possible to absorb vibration energy with the same performance from earthquakes from any direction.

このように、先に提案された免震装置によれば。Thus, according to the seismic isolation device proposed earlier.

横方向の振動に対して、被保護機器等を完全に保護する
ことができる。
Protected equipment can be completely protected against lateral vibrations.

しかしながら、この先に提案された免震装置では、縦方
向の振動に対しては、特に対策が施されていないので、
必ずしも充分でない、という可能性がある6 目     的 そこで、この発明の上下動免震装置では、従来の耐震保
護装置、特に、先に提案された免震装置と組合せて使用
するのに好適で、地震等による上下振動の有害な振動が
被保護機器に伝わらないようにして、振動に弱い機器の
場合でも、その機能が完全に維持できるようにすること
を目的とする。
However, the previously proposed seismic isolation devices do not take any particular measures against vertical vibration.
Therefore, the vertical motion seismic isolation device of the present invention is suitable for use in combination with conventional seismic protection devices, especially the previously proposed seismic isolation device. The purpose is to prevent harmful vibrations such as vertical vibrations caused by earthquakes from being transmitted to protected equipment, so that even if the equipment is sensitive to vibrations, its functions can be maintained completely.

監−一腹 そのために、この発明の上下動免震装置では、被保護機
器等が載置される被保護機器載置用架台と、外部からの
震動によって震動を生じる架台や床面その他の支持部材
との間に設けられる免震装置において、上下振動に対し
て、極少の摩擦抵抗で上下にロッキング等を起さず連動
するボールスプライン等の縦方向のスベリ手段と、上下
振動を吸収するととも−に搭載された被保護機器載置用
架台上の物体の自重を支えるコイルバネ等の支持手段と
、上下振動に対して任意の数値まで振動を吸収する振動
吸収ダンパー等の振動吸収手段と、上下振動に対して左
右対称に連動するように構成された姿勢制御手段、とを
設けるようにしている。
For this reason, the vertical motion seismic isolation device of the present invention has a pedestal for mounting the protected equipment, etc., and a pedestal, floor surface, and other supports that vibrate due to vibrations from the outside. In a seismic isolation device installed between a member and a member, a vertical sliding means such as a ball spline that interlocks with minimal frictional resistance without causing any vertical locking, and a seismic isolation device that absorbs vertical vibration. - supporting means such as a coil spring that supports the weight of the object on the pedestal for mounting the protected equipment mounted on the device, vibration absorbing means such as a vibration damper that absorbs vertical vibration up to an arbitrary value, and Attitude control means configured to operate symmetrically with respect to vibrations is provided.

次に、この発明の上下動免震装置について、図面を参照
しながら、その一実施例を詳細に説明する。
Next, an embodiment of the vertical motion seismic isolation device of the present invention will be described in detail with reference to the drawings.

第1図(1)と(2)は、この発明の上下動免震装置の
一実施例を示す構造図で、(1)は要部側面図、(2)
は上面図である0図面において、1は架台で。
Figures 1 (1) and (2) are structural diagrams showing one embodiment of the vertical motion seismic isolation device of the present invention, (1) is a side view of the main part, (2)
In drawing 0, which is a top view, 1 is a pedestal.

1aはそのスプライン軸3の支持部材、2は被保護機器
載置用架台、3はスプライン軸、4はボールスプライン
、5は振動吸収ダンパー、6はコイルバネ、7は姿勢制
御装置、8は被保護機器、9は水平用免震装置、10は
床を示す。
1a is a support member for the spline shaft 3, 2 is a stand for mounting the protected device, 3 is the spline shaft, 4 is a ball spline, 5 is a vibration absorbing damper, 6 is a coil spring, 7 is a posture control device, and 8 is a protected device. 9 indicates the horizontal seismic isolation device, and 10 indicates the floor.

この発明の上下動免震装置は、この第1図に示すように
、被保護機器等が載置される被保護機器載置用架台2と
、外部からの震動によって震動を生じる架台1や床面1
0その他の支持体との間に設けられる免震装置において
、第1に、スプライン軸3とボールスプライン4とから
構成されるような、縦方向のスベリ手段、第2に、上下
振動を吸収するとともに、上下動免震装置に搭載された
物体の自重を支えるコイルバネ6等の支持手段。
As shown in FIG. 1, the vertical motion seismic isolation device of the present invention comprises a protected equipment mounting pedestal 2 on which protected equipment is placed, and a pedestal 1 and a floor that vibrate due to external vibrations. Side 1
0 In a seismic isolation device provided between the support body and other supports, firstly, there is a vertical sliding means, such as one composed of a spline shaft 3 and a ball spline 4, and secondly, a means for absorbing vertical vibrations. Also, supporting means such as a coil spring 6 that supports the weight of the object mounted on the vertical motion seismic isolation device.

第3に、上下振動に対して任意の数値まで振動を吸収す
る振動吸収ダンパー5等の振動吸収手段、第4に、上下
振動に対して左右対称に連動するように制御されて、被
保護機器8を水平状態に維持する姿勢制御装置7等の姿
勢制御手段、とを設けている。
Thirdly, a vibration absorbing means such as a vibration absorbing damper 5 that absorbs vibrations up to an arbitrary value with respect to vertical vibrations, and fourthly, vibration absorbing means such as a vibration absorbing damper 5 that absorbs vibrations up to an arbitrary value, and fourthly, Attitude control means, such as an attitude control device 7, for maintaining the attitude control device 8 in a horizontal state are provided.

そして、第1の手段である極少の摩擦抵抗で上下にロッ
キング等を起さず連動するボールスプライン等の縦方向
のスベリ手段は、載置用架台2を上下に運動させるボー
ルスプライン4のスプライン軸3で、位置決めを行うよ
うに機能する。
The first means, a vertical sliding means such as a ball spline that interlocks with minimal frictional resistance without causing vertical locking, is the spline shaft of the ball spline 4 that moves the mounting frame 2 up and down. 3, it functions to perform positioning.

第゛2の手段であるコイルバネ6等の支持手段は、上下
振動を吸収するとともに搭載された物体の自重を支える
ように機能する。
The supporting means such as the coil spring 6, which is the second means, functions to absorb vertical vibrations and support the weight of the mounted object.

第3の手段である振動吸収ダンパー5等の振動吸収手段
は、上下運動に対するエネルギーの吸収減衰を行うとと
もに被保護機器8の自重を支え。
The vibration absorbing means such as the vibration absorbing damper 5, which is the third means, absorbs and damps energy against vertical motion and supports the weight of the protected equipment 8.

大きな振幅に対しては吸収ダンパーで吸収・減衰するよ
うに機能する。
The absorption damper functions to absorb and attenuate large amplitudes.

第4の手段である姿勢制御装置7等の姿勢制御手段は、
上下振動に対して左右対称に連動するように構成され、
被保護機器8の重心による傾きに対して1重心のバラン
スをとるように機能する。
Attitude control means such as the attitude control device 7, which is the fourth means, are as follows:
It is configured to work symmetrically with respect to vertical vibration,
It functions to balance the center of gravity with respect to the tilt caused by the center of gravity of the protected device 8.

水平用免震装置9は、すでに、第3図と第4図に関連し
て説明したように、先に提案された免震装置であり、横
方向の振動を完全に吸収・減衰するよう機能する。
The horizontal seismic isolation device 9 is a seismic isolation device that has been proposed previously, as already explained in connection with FIGS. 3 and 4, and has a function of completely absorbing and damping lateral vibrations. do.

次の第2図(1)と(2)は、第1図に示したこの発明
の上下動免震装置に設けられる姿勢制御装置17の動作
を説明するための要部側面図である。図面における符号
は第1図と同様であり、2aと2a’は載置用架台2に
設けられた固定部材、7aと7a′は姿勢制御装置7の
固定軸、7bと7b’はクランク部材、7cはクランク
部材7bと7b’の各一端を連接する連接棒、7dと7
d’はクランク部材7bの他端と載置用架台2の固定部
材2aと2a’との間にそれぞれ取付けられる棒状片を
示し、矢印X−Zは、姿勢制御装置7の各部の移動方向
を示す。
The following FIGS. 2(1) and 2(2) are side views of essential parts for explaining the operation of the attitude control device 17 provided in the vertical motion seismic isolation device of the present invention shown in FIG. 1. The symbols in the drawing are the same as in FIG. 1, 2a and 2a' are fixed members provided on the mounting frame 2, 7a and 7a' are fixed shafts of the attitude control device 7, 7b and 7b' are crank members, 7c is a connecting rod connecting one end of crank members 7b and 7b'; 7d and 7;
d' indicates a rod-shaped piece attached between the other end of the crank member 7b and the fixing members 2a and 2a' of the mounting frame 2, and arrows X-Z indicate the moving direction of each part of the attitude control device 7. show.

第2図(1)は、載置用架台2は、通常状態で水平に保
持されている。
In FIG. 2(1), the mounting frame 2 is held horizontally in a normal state.

第2図(2)は、載置用架台2が下方へ移動した状態で
ある。
FIG. 2 (2) shows a state in which the mounting frame 2 has moved downward.

この場合には、載置用架台2に設けられた固定部材2a
に、その一端が取付けられた棒状片7dが、矢印Xのよ
うに移動する。
In this case, the fixing member 2a provided on the mounting frame 2
, the rod-shaped piece 7d to which one end is attached moves in the direction of arrow X.

この棒状片7dの下方への移動により、その一端が接続
された、クランク部材7bは、固定軸7aを中心として
、矢印Yのように右方向へ回転移動する。
As the rod-like piece 7d moves downward, the crank member 7b, to which one end is connected, rotates to the right as indicated by the arrow Y about the fixed shaft 7a.

そのため、連接棒7cも右方向へ移動され、その他端に
連接されたクランク部材7b’ が、矢印Zの方向へ回
転移動する。
Therefore, the connecting rod 7c is also moved to the right, and the crank member 7b' connected to the other end is rotated in the direction of arrow Z.

クランク部材7b’の回転移動によって、その他端に取
付けられた棒状片7d’も下方へ移動し、載置用架台2
は、下方へ移動された状態で、再び水平状態になる。
Due to the rotational movement of the crank member 7b', the rod-shaped piece 7d' attached to the other end also moves downward, and the mounting frame 2
is moved downward and becomes horizontal again.

このように、姿勢制御装置7は、載置用架台2が、上下
方向の振動によって傾斜しかかったときでも、常に、載
置用架台2を水平状態に復元するように機能する。
In this way, the posture control device 7 always functions to restore the mounting pedestal 2 to the horizontal state even when the mounting pedestal 2 begins to tilt due to vibrations in the vertical direction.

したがって、載置用架台2上に載置された被保護機器8
は、上下振動に対して、常に、水平状態に保持されるこ
とになる。
Therefore, the protected device 8 placed on the mounting frame 2
is always maintained in a horizontal state against vertical vibrations.

なお、以上の実施例では、この発明の上下動免震装置を
、先に提案された水平用免震装置9によって支持される
架台1上に、設置する場合について説明した。しかし、
このような水平用免震装置9や架台lは、必ずしも必要
でなく、直接、床10等へ取付けるようにしても、縦方
向の有害な振動成分を、完全に吸収・減衰することがで
きることは明らかである。
In addition, in the above embodiment, the case where the vertical motion seismic isolation device of the present invention is installed on the pedestal 1 supported by the horizontal seismic isolation device 9 proposed previously was explained. but,
Such a horizontal seismic isolation device 9 and mount l are not necessarily necessary, and even if they are installed directly on the floor 10, etc., harmful vertical vibration components can be completely absorbed and attenuated. it is obvious.

以上に詳細に説明したとおり、この発明の上下動免震装
置では、被保護機器載置用架台2の上下方向の振動時に
、極少の摩擦抵抗で上下にロッキング等を起さず連動す
るための、スプライン軸3とボールスプライン4とから
構成される上下方向のスベリ手段、上下振動を吸収する
とともに搭載された物体の自重を支えるコイルバネ6等
の支持手段、上下振動に対して任意の数値まで振動を吸
収する振動吸収ダンパー5等の振動吸収手段、および、
上下振動に対して左右対称に連動するように制御されて
、被保護機器58を水平状態に維持する姿勢制御装置7
.とを備えている。
As explained in detail above, the vertical motion seismic isolation device of the present invention has a mechanism for interlocking the device with minimal frictional resistance without causing vertical locking, etc., when the protected equipment mounting frame 2 vibrates in the vertical direction. , a vertical sliding means composed of a spline shaft 3 and a ball spline 4, a supporting means such as a coil spring 6 that absorbs vertical vibration and supports the weight of the mounted object, and vibration up to an arbitrary value with respect to vertical vibration. vibration absorbing means such as a vibration absorbing damper 5 that absorbs the vibration, and
Attitude control device 7 that is controlled to operate symmetrically with respect to vertical vibration and maintains protected equipment 58 in a horizontal state.
.. It is equipped with

処−一來 したがって、この発明の上下動免震装置によれば、地震
等の発生時に、建物の床面等から伝わる縦方向の振動、
すなわち上下振動の有害な振動成分を完全に減衰・吸収
することができるので、特に振動に対して弱い被保護機
器についても、完全にその機能を保護することが可能と
なる。
Therefore, according to the vertical motion seismic isolation device of the present invention, when an earthquake or the like occurs, vertical vibration transmitted from the floor surface of a building, etc.
That is, since harmful vibration components of vertical vibration can be completely attenuated and absorbed, it is possible to completely protect the functions of protected equipment that is particularly vulnerable to vibration.

また、実施例として説明したように、先に提案された免
震装置、すなわち水平用免震装置9と組合せて使用すれ
ば、横方向から伝達される振動に対しても、その有害な
振動成分を完全に減衰・吸収することができる。
In addition, as explained in the embodiment, when used in combination with the previously proposed seismic isolation device, that is, the horizontal seismic isolation device 9, harmful vibration components can be removed even from vibrations transmitted from the lateral direction. can be completely attenuated and absorbed.

その上、その構成も比較的簡単で、移設も極めて容易で
あり、かつ、格別メンテナンスの必要もないので、コス
ト面からも有利である、等の多くの優れた効果が得られ
る。
Moreover, the structure is relatively simple, it is extremely easy to relocate, and there is no need for special maintenance, so many excellent effects can be obtained, such as being advantageous in terms of cost.

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

第1図(1)と(2)は、この発明の上下動免震装置の
一実施例を示す構造図で、(1)は要部側面図、(2)
は上面図、 第2図(1)と(2)は、第1図に示したこの発明の上
下動免震装置に設けられる姿勢制御装置7の動作を説明
するための要部側面図、 第3図は、先に提案された免震装置の内部構造を詳細に
示す縦断面図、 第4図(1)〜(3)は、先に提案された免震装置で使
用される振動吸収盤15の詳細な構造を示す図で、(1
)は上面図、(2)は側面図、(3)はA−A断面図。 図面において、1は架台で、1aはそのスプライン軸3
の支持部材、2は被保護機器載置用架台、3はスプライ
ン軸、4はボールスプライン、5は振動吸収ダンパー、
6はコイルバネ、7は姿勢制御装置、8は被保護機器、
9は水平用免震装置。 10は床。 ゲ オ     1      i(2) 婢2図 r+A し◆A 神 4  已
Figures 1 (1) and (2) are structural diagrams showing one embodiment of the vertical motion seismic isolation device of the present invention, (1) is a side view of the main part, (2)
is a top view; FIGS. 2(1) and 2(2) are side views of essential parts for explaining the operation of the attitude control device 7 provided in the vertical motion seismic isolation device of the present invention shown in FIG. 1; Figure 3 is a vertical cross-sectional view showing the internal structure of the previously proposed seismic isolation device in detail, and Figures 4 (1) to (3) are vibration absorption panels used in the previously proposed seismic isolation device. This figure shows the detailed structure of (1
) is a top view, (2) is a side view, and (3) is a sectional view taken along line A-A. In the drawing, 1 is a frame, and 1a is its spline shaft 3.
2 is a support member for mounting protected equipment, 3 is a spline shaft, 4 is a ball spline, 5 is a vibration absorption damper,
6 is a coil spring, 7 is an attitude control device, 8 is a protected device,
9 is a horizontal seismic isolation device. 10 is the floor. Geo 1 i(2) 2nd figure r+A shi◆A God 4 已

Claims (1)

【特許請求の範囲】[Claims] 被保護機器等が載置される被保護機器載置用架台と、外
部からの震動によつて震動を生じる架台や床面その他の
支持部材との間に設けられる免震装置において、上下振
動に対して、極少の摩擦抵抗で上下にロッキング等を起
さず連動するボールスプライン等の縦方向のスベリ手段
と、上下振動を吸収するとともに搭載された被保護機器
載置用架台上の物体の自重を支えるコイルバネ等の支持
手段と、上下振動に対して任意の数値まで振動を吸収す
る振動吸収ダンパー等の振動吸収手段と、上下振動に対
して左右対称に連動するように構成された姿勢制御手段
、とを備えたことを特徴とする上下動免震装置。
A seismic isolation device installed between a pedestal for mounting protected equipment, etc., and a pedestal, floor, or other support member that vibrates due to external vibrations, is designed to prevent vertical vibrations. On the other hand, a vertical sliding means such as a ball spline that interlocks vertically with minimal frictional resistance without causing any locking, etc., and a vertical sliding means that absorbs vertical vibration and the weight of the object on the pedestal for mounting the protected equipment. A supporting means such as a coil spring that supports the vibration absorbing means such as a vibration absorbing damper that absorbs up to an arbitrary value of vibration against vertical vibration, and a posture control means configured to operate symmetrically with respect to vertical vibration. , and a vertical motion seismic isolation device.
JP61121165A 1985-09-18 1986-05-28 Vertical motion isolation device Expired - Fee Related JPH063242B2 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP61121165A JPH063242B2 (en) 1986-05-28 1986-05-28 Vertical motion isolation device
GB08710606A GB2189864A (en) 1985-09-18 1986-09-16 Earthquake prevention unit
EP19860905428 EP0240572A4 (en) 1985-09-18 1986-09-16 Earthquake prevention unit.
DE19863690490 DE3690490T1 (en) 1985-09-18 1986-09-16
NL8620365A NL8620365A (en) 1985-09-18 1986-09-16 VIBRATION INSULATING DEVICE.
PCT/JP1986/000481 WO1987001777A1 (en) 1985-09-18 1986-09-16 Earthquake prevention unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61121165A JPH063242B2 (en) 1986-05-28 1986-05-28 Vertical motion isolation device

Publications (2)

Publication Number Publication Date
JPS62278335A true JPS62278335A (en) 1987-12-03
JPH063242B2 JPH063242B2 (en) 1994-01-12

Family

ID=14804452

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61121165A Expired - Fee Related JPH063242B2 (en) 1985-09-18 1986-05-28 Vertical motion isolation device

Country Status (1)

Country Link
JP (1) JPH063242B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05321450A (en) * 1991-09-10 1993-12-07 Kajima Corp Vertical damping system for large-scale structures
JPH08247380A (en) * 1995-03-08 1996-09-27 Mitsubishi Heavy Ind Ltd Self-independent type emergency power generation device
US5816559A (en) * 1996-03-13 1998-10-06 Kabushiki Kaisha Toshiba Seismic isolation device
CN106812863A (en) * 2017-02-14 2017-06-09 侯如升 A kind of power-equipment with shock-absorbing function
CN107218481A (en) * 2017-07-25 2017-09-29 合肥全套机械科技有限公司 A kind of plant equipment damping base
JP2020067107A (en) * 2018-10-23 2020-04-30 戸田建設株式会社 Vibration control device

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4484095B2 (en) * 1999-06-11 2010-06-16 株式会社昭電 Seismic isolation device
KR102541602B1 (en) * 2022-01-10 2023-06-08 김주언 cleaning system of RO concentrated waste water

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5947543A (en) * 1982-09-09 1984-03-17 Mitsubishi Steel Mfg Co Ltd Seismic isolation device
JPS60184742A (en) * 1984-02-09 1985-09-20 Shiyouden:Kk Aseismatic column
JPS6114357A (en) * 1984-06-29 1986-01-22 株式会社東芝 Earthquake dampening floor apparatus

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5947543A (en) * 1982-09-09 1984-03-17 Mitsubishi Steel Mfg Co Ltd Seismic isolation device
JPS60184742A (en) * 1984-02-09 1985-09-20 Shiyouden:Kk Aseismatic column
JPS6114357A (en) * 1984-06-29 1986-01-22 株式会社東芝 Earthquake dampening floor apparatus

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05321450A (en) * 1991-09-10 1993-12-07 Kajima Corp Vertical damping system for large-scale structures
JPH08247380A (en) * 1995-03-08 1996-09-27 Mitsubishi Heavy Ind Ltd Self-independent type emergency power generation device
US5816559A (en) * 1996-03-13 1998-10-06 Kabushiki Kaisha Toshiba Seismic isolation device
CN106812863A (en) * 2017-02-14 2017-06-09 侯如升 A kind of power-equipment with shock-absorbing function
CN106812863B (en) * 2017-02-14 2018-09-25 嘉兴日昌汽车配件有限公司 A kind of power-equipment with shock-absorbing function
CN107218481A (en) * 2017-07-25 2017-09-29 合肥全套机械科技有限公司 A kind of plant equipment damping base
JP2020067107A (en) * 2018-10-23 2020-04-30 戸田建設株式会社 Vibration control device

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