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JPH061090B2 - Seismic isolation support device - Google Patents
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JPH061090B2 - Seismic isolation support device - Google Patents

Seismic isolation support device

Info

Publication number
JPH061090B2
JPH061090B2 JP62303339A JP30333987A JPH061090B2 JP H061090 B2 JPH061090 B2 JP H061090B2 JP 62303339 A JP62303339 A JP 62303339A JP 30333987 A JP30333987 A JP 30333987A JP H061090 B2 JPH061090 B2 JP H061090B2
Authority
JP
Japan
Prior art keywords
seismic isolation
block
floor
case
air spring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP62303339A
Other languages
Japanese (ja)
Other versions
JPH01145441A (en
Inventor
仁 石岡
昭宏 柏崎
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.)
IHI Corp
Original Assignee
Ishikawajima Harima Heavy Industries Co 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP62303339A priority Critical patent/JPH061090B2/en
Publication of JPH01145441A publication Critical patent/JPH01145441A/en
Publication of JPH061090B2 publication Critical patent/JPH061090B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • F16F15/023Suppression 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 fluid means
    • F16F15/0232Suppression 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 fluid means with at least one gas spring

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Floor Finish (AREA)
  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は複雑で精密な機器等が置かれる制御室、コンピ
ユータ室等を地震発生時に免震支持するために用いる免
震支持装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to a seismic isolation support device used for seismically supporting a control room, a computer room or the like in which complicated and precise equipment is placed when an earthquake occurs. is there.

[従来の技術] 複雑で精密な機器等が設置されている制御室とかコンピ
ユータ室がある建物が地震発生時に地震力を受けても、
上記制御室やコンピユータ室等の機器に地震力が伝わら
ないようにして、大地震に対しても上記機器が機能し続
けられるようにすることの必要性が痛感され、そのため
に、建物の床自体を免震構造にするための免震支持装置
の開発が近年活発に行われるに至っている。
[Prior Art] Even if a building with a control room or a computer room where complicated and precise equipment is installed receives an earthquake force when an earthquake occurs,
It is strongly felt that it is necessary to prevent the seismic force from being transmitted to the equipment such as the control room and the computer room so that the equipment can continue to function even in the event of a large earthquake, and therefore the floor of the building itself. In recent years, the development of seismic isolation support device for seismic isolation structure has been actively carried out.

一般に、地震発生時に建物が地震力を受けた場合、建物
は水平方向のみでなく垂直方向へも揺れるため、免震支
持装置としては、3次元の緩衝機能を有しているもので
あることが必要である。
Generally, when a building receives a seismic force at the time of an earthquake, the building shakes not only horizontally but also vertically, so the seismic isolation support device may have a three-dimensional buffering function. is necessary.

従来の免震構造は、地震のピーク周波数が5〜10Hzであ
ることに着目して、ばねで支持された重量物の固有振動
数を1Hz以下とすることにより地面から重量物に伝わる
振動をばねにより吸収し遮断しようとするものである。
かかる免震用のばね装置の1つとして積層防震ゴムと
か、空気ばねがある。
With the conventional seismic isolation structure, the peak frequency of the earthquake is 5 to 10 Hz, and the natural frequency of the heavy object supported by the spring is set to 1 Hz or less so that the vibration transmitted from the ground to the heavy object is spring. It is intended to be absorbed and blocked by.
As one of such spring devices for seismic isolation, there is a laminated seismic isolation rubber or an air spring.

上記積層防震ゴムは、第2図に示す如く、上下2枚の鋼
板a,bの間に薄いゴム板cと鋼板dとを交互に積み重
ねて接着したものを介在させて一体化させたものであ
る。
The laminated anti-vibration rubber is, as shown in FIG. 2, integrated by interposing a thin rubber plate c and a thin steel plate d alternately stacked between two upper and lower steel plates a and b and bonded. is there.

又、上記空気ばねは、第3図に示す如く、ケースeとブ
ロツクfとの間に断面U字状のゴム膜gを設けて内部を
密閉空間とし、上記ゴム膜gの変形によってケースgと
ブロツクfとが相対変位し、密閉空間内部の空気の圧力
により外力に対抗するようにしたものである。
Further, as shown in FIG. 3, the air spring is provided with a rubber film g having a U-shaped cross section between a case e and a block f to form a sealed space inside, and the rubber film g is deformed to form a case g. The block f and the block f are displaced relative to each other so as to oppose an external force by the pressure of the air inside the closed space.

[発明が解決しようとする問題点] ところが、積層防震ゴムの場合は、ゴムの弾性力学的特
性のため垂直方向の荷重に対しては剛で、ばね定数が大
きく、水平方向の荷重に対しては柔で、ばね定数が小さ
いという特性をもっているため、支持装置として使用し
た場合に水平方向の免震は得られても垂直方向の免震が
得られないという問題がある。又、空気ばねの場合は、
その構造上、垂直方向及び水平方向の免震は得られる
が、ゴム膜gの強度上、水平方向に許容ストロークを十
分にとることが困難で、大きな地震力に耐えられないと
いう問題がある。
[Problems to be solved by the invention] However, in the case of laminated anti-vibration rubber, due to the elastic mechanical properties of the rubber, it is rigid against vertical loads, has a large spring constant, and is resistant to horizontal loads. Has a characteristic that it is soft and has a small spring constant, so that when it is used as a supporting device, there is a problem in that it is not possible to obtain vertical seismic isolation even if horizontal seismic isolation is obtained. In the case of air springs,
Due to its structure, vertical and horizontal seismic isolation can be obtained, but it is difficult to take a sufficient allowable stroke in the horizontal direction due to the strength of the rubber film g, and there is a problem that a large seismic force cannot be endured.

このように積層防震ゴムの場合も、空気ばねの場合もい
ずれも問題点があるので、最近、積層防震ゴムと空気ば
ねとを巧みに組み合わせて垂直方向及び水平方向に対し
て充分に免震機能を果すようにした免震支持装置が考え
られている(特願昭61−229766号)。
In this way, both laminated rubber and air springs have problems, so recently, the laminated rubber and air springs have been skillfully combined to provide a sufficient seismic isolation function in the vertical and horizontal directions. A seismic isolation support device that achieves the above is considered (Japanese Patent Application No. 61-229766).

しかし、積層防震ゴムを構成するゴム板cは、長年月の
経過により変質し易く、硬くなって変形しにくくなると
水平方向の荷重を受けるときに割れが入る等の事態が生
じるおそれがある。
However, the rubber plate c that constitutes the laminated anti-vibration rubber is likely to be deteriorated over the years, and if it becomes hard and difficult to deform, a situation such as cracking when a horizontal load is applied may occur.

そこで、本発明は、上記最近考えられているものを更に
一歩進めて建物の免震床の免震支持装置として耐久性の
あるものを提供しようとするものである。
Therefore, the present invention takes the above-mentioned recently considered one step further and provides a durable seismic isolation support device for the seismic isolation floor of a building.

[問題点を解決するための手段] 本発明は、上記目的を達成するために、円板の片面に円
筒体を固定してなるケースと該ケースの内側で上下方向
と水平方向へ自在に変位できる大きさとしてあるブロツ
クの外周部とをドーナツ状の可撓性薄板材にて気密に接
続して、該ケースとブロツクと可撓性薄板材とで密閉さ
れた空気室を形成してなる空気ばねと、該空気ばねを構
成する上記ブロツクの外面側とプレートとの間に多数の
ボールを介在させてなるボールベアリングとを備え、且
つ上記ブロツクの外側面に取り付けた内筒ゴムと上記円
筒体の内面に取り付けた外筒ゴムとで上記可撓性薄板材
を保護するようにしてなり、免震床と固定床との間に介
在させて免震床を支持するようにした構成とする。
[Means for Solving the Problems] In order to achieve the above object, the present invention is a case in which a cylindrical body is fixed to one surface of a disk, and is freely displaceable in the vertical and horizontal directions inside the case. Air that is airtightly connected to the outer periphery of a block having a size that is possible with a donut-shaped flexible thin plate material to form an air chamber that is sealed by the case, the block, and the flexible thin plate material. An inner cylinder rubber and a cylindrical body which are provided with a spring and a ball bearing formed by interposing a large number of balls between the plate and the outer surface side of the block constituting the air spring, and which are attached to the outer surface of the block. The flexible thin plate material is protected by an outer cylinder rubber attached to the inner surface of the base plate, and is interposed between the base isolation floor and the fixed floor to support the base isolation floor.

[作 用] 垂直方向の荷重は空気ばねにより緩和し、水平方向の荷
重はボールベアリング機構により緩和することができ
て、3次元に免震機能を有し、建物が地震力を受けても
免震床に伝えることなく支持できる。
[Operation] The vertical load can be eased by the air spring, and the horizontal load can be mitigated by the ball bearing mechanism. It has a three-dimensional seismic isolation function, and even if the building receives seismic force. You can support without telling the tremor.

[実施例] 以下、本発明の実施例を図面を参照して説明する。[Embodiment] An embodiment of the present invention will be described below with reference to the drawings.

第1図は本発明の一実施例を示すもので、空気室5を形
成するための円筒体3と円板4からなるケース2に、該
ケース2の内側で上下方向、水平方向へ自在に変位でき
る大きさとしたブロツク6の外周部を、ドーナツ状に中
央部分を切り抜いたダイヤフラム7を介して気密に接続
し、ケース2とブロツク6とダウヤフラム7とで囲まれ
る空気室5を密閉空間としてなる空気ばね1を構成し、
該空気ばね1の上記ブロツク6の下面に凹部8を形成
し、該凹部8と床に固定するプレート9との間に多数の
ボール10を介在させてボールベアリング11を構成し、上
記空気ばね1のケース2を免震床12に、又、ボールベア
リング11のプレート9を建物の固定床13にそれぞれ固定
して使用するようにする。14は空気室5の空気を抜いた
ときにケース2の円板4を当接させてケース2を支持さ
せるためブロツク6の上面に設けたゴム製のストッパ、
15はブロツク6の外側面に取り付けた内筒ゴム、16は円
筒体3の内面に取り付けた外筒ゴムで、これら内筒ゴム
15と外筒ゴム16とでダイヤフラム7を保護するようにし
てある。
FIG. 1 shows an embodiment of the present invention, in which a case 2 composed of a cylindrical body 3 and a disc 4 for forming an air chamber 5 is freely movable in the vertical and horizontal directions inside the case 2. The outer peripheral portion of the block 6 which can be displaced is airtightly connected via a diaphragm 7 whose central portion is cut out in a donut shape, and the air chamber 5 surrounded by the case 2, the block 6 and the dough diaphragm 7 becomes a closed space. Configuring the air spring 1,
A recess 8 is formed on the lower surface of the block 6 of the air spring 1, and a large number of balls 10 are interposed between the recess 8 and a plate 9 fixed to the floor to form a ball bearing 11. The case 2 is fixed to the base isolation floor 12, and the plate 9 of the ball bearing 11 is fixed to the fixed floor 13 of the building. Reference numeral 14 denotes a rubber stopper provided on the upper surface of the block 6 for supporting the case 2 by abutting the disk 4 of the case 2 when the air in the air chamber 5 is evacuated,
Reference numeral 15 is an inner cylinder rubber attached to the outer surface of the block 6, and 16 is an outer cylinder rubber attached to the inner surface of the cylindrical body 3.
The diaphragm 7 is protected by 15 and the outer tube rubber 16.

なお、図示してないが、空気ばね1の空気室5に空気供
給源からの空気を圧縮して供給したり、空気室5内の空
気を大気へ放出させるようにして空気ばね1の高さをコ
ントロールし、免震床12のレベルを水平に保つようにす
る自動レベリング装置が備えられている。
Although not shown, the height of the air spring 1 is adjusted by compressing and supplying air from an air supply source to the air chamber 5 of the air spring 1 or discharging the air in the air chamber 5 to the atmosphere. It is equipped with an automatic leveling device that controls the seismic isolation floor 12 and keeps the level of the seismic isolated floor 12 horizontal.

空気ばね1の空気室5に空気を封入した状態で、図示の
如く空気ばね1のケース2を免震床12に固定すると共
に、ボールベアリング11のベアリングプレート9を固定
床13に固定して使用しているときに、地震が発生し、建
物が地震力を受けると、固定床13は建物と一体構造のた
め、建物とともに固定床13が震動する。免震床12は本発
明の免震支持装置により固定床13上に支持されており、
地震による固定床13の垂直方向の揺れは、ベアリング用
のプレート9、ボール10を介してブロツク6に伝わる
が、該ブロツク6から免震床12へは空気ばね1により緩
和されるので、固定床13の垂直方向の荷重が免震床12に
伝わることがない。又、地震による固定床13の水平方向
の揺れに対しては、固定床13側のプレート9とブロツク
6の下面との間に形成されているボールベアリング11に
より固定床13と免震床12側とが水平方向へ相対的に自由
に動くことができることから、固定床13の水平荷重をボ
ールベアリング11で緩和でき、免震床12に水平荷重が伝
わることを防止できる。このように、建物が地震力を受
けたときの垂直荷重に対しては上部の空気ばね1で緩和
し、水平荷重に対しては主として下部のボールベアリン
グ11により緩和することにより容易に3次元の免震機能
を発揮できる。
In a state where air is enclosed in the air chamber 5 of the air spring 1, the case 2 of the air spring 1 is fixed to the seismic isolation floor 12 as shown, and the bearing plate 9 of the ball bearing 11 is fixed to the fixed floor 13 for use. When a building receives a seismic force during the operation, the fixed floor 13 vibrates together with the building because the fixed floor 13 has an integral structure with the building. The seismic isolation floor 12 is supported on the fixed floor 13 by the seismic isolation support device of the present invention,
The vertical shaking of the fixed floor 13 due to the earthquake is transmitted to the block 6 through the bearing plate 9 and the balls 10, but the air from the block 6 to the seismic isolated floor 12 is mitigated by the air spring 1. The vertical load of 13 is not transmitted to the base isolation floor 12. In addition, with respect to horizontal shaking of the fixed floor 13 due to an earthquake, the fixed floor 13 and the seismic isolated floor 12 side are provided by the ball bearings 11 formed between the plate 9 on the fixed floor 13 side and the lower surface of the block 6. Since and can move relatively freely in the horizontal direction, the horizontal load on the fixed floor 13 can be alleviated by the ball bearings 11 and the horizontal load can be prevented from being transmitted to the seismic isolated floor 12. In this way, the vertical load when the building receives seismic force is mitigated by the upper air spring 1 and the horizontal load is mitigated mainly by the lower ball bearing 11 so that the three-dimensional structure can be easily obtained. The seismic isolation function can be demonstrated.

なお、本発明は上記実施例のみに限定されるものでな
く、たとえば、空気ばね1の下部にボールベアリング11
を組み合わせて、ボールベアリング11側を固定床13側
に、又、空気ばね1を免震床12側にそれぞれ固定した例
を示したが、空気ばね1の上側にボールベアリング11を
組み合わせて、ボールベアリング11を免震床12側に取り
付けるようにしてもよく、又、ボールベアリング11によ
り上載物が自在に水平移動する際、図示の如くブロツク
6と固定床13との間に適当な方向へ水平ばね17を配設
し、ブロツク6に復元性をもたせるようにすることは任
意である。
The present invention is not limited to the above-described embodiment, and, for example, the ball bearing 11 may be provided at the bottom of the air spring 1.
In this example, the ball bearing 11 side is fixed to the fixed floor 13 side, and the air spring 1 is fixed to the seismic isolation floor 12 side, respectively. The bearing 11 may be attached to the seismic isolation floor 12 side, and when the upper bearing freely moves horizontally by the ball bearing 11, as shown in the figure, the block 6 and the fixed floor 13 are horizontally moved in an appropriate direction. It is optional to dispose the spring 17 so that the block 6 can be restored.

[発明の効果] 以上述べた如く、本発明の免震支持装置によれば、円板
の片面に円筒体を固定してなるケースと該ケースの内側
で上下方向と水平方向へ自在に変位できる大きさとして
あるブロツクの外周部とをドーナツ状の可撓性薄板材に
て気密に接続して、該ケースとブロツクと可撓性薄板材
とで密閉された空気室を形成してなる空気ばねと、該空
気ばねを構成する上記ブロツクの外面側とプレートとの
間に多数のボールを介在させてなるボールベアリングと
を備え、且つ上記ブロツクの外側面に取り付けた内筒ゴ
ムと上記円筒体の内面に取り付けた外筒ゴムとで上記可
撓性薄板材を保護するようにしてなり、免震床と固定床
との間に介在させて免震床を支持するようにしてあるの
で、地震発生により建物が大きな地震力を受けても、上
記空気ばねにより垂直方向の揺れを吸収でき、ボールベ
アリングで水平方向の揺れを吸収できて、免震床を空気
ばねとボールベアリングによる簡単な構成により確実に
免震でき、この場合、空気ばねを構成しているブロツク
はケースの内側で上下方向のみならず水平方向にも自在
に変位できる大きさとしてあるため、ケースとブロツク
の水平方向の相対変位によっても建物の水平方向の揺れ
を免震して免震床に伝えることがなくなり、しかも、可
撓性薄板材は、内筒ゴムと外筒ゴムとで保護されている
ため、上記ブロツクとケースの相対変位で可撓性薄板材
が変形しても損傷することがなく、又、水平方向の荷重
を緩和するためのボールベアリングは、寿命が長く、長
期にわたって安定した免震効果を有し、信頼性、恒久性
に優れたものとすることができる。
[Effects of the Invention] As described above, according to the seismic isolation support device of the present invention, a case in which a cylindrical body is fixed to one surface of a disk and the inside of the case can be freely displaced in the vertical and horizontal directions. An air spring in which the outer periphery of a block having a size is airtightly connected by a doughnut-shaped flexible thin plate material to form an air chamber sealed by the case, the block and the flexible thin plate material. And a ball bearing in which a large number of balls are interposed between the plate and the outer surface side of the block constituting the air spring, and the inner cylinder rubber and the cylindrical body mounted on the outer surface of the block. The flexible thin plate material is protected by an outer cylinder rubber attached to the inner surface, and it is interposed between the seismic isolated floor and the fixed floor to support the seismic isolated floor. Even if the building receives a large earthquake force due to The air spring can absorb the vertical shake, the ball bearing can absorb the horizontal shake, and the base isolation floor can be reliably isolated by the simple structure of the air spring and the ball bearing. In this case, the air spring is configured. Since the block that is being operated is of a size that can be freely displaced not only in the vertical direction but also in the horizontal direction inside the case, the horizontal shaking of the building can be isolated by the relative displacement of the case and the block in the horizontal direction. Since it is not transmitted to the seismic isolated floor, and the flexible thin plate material is protected by the inner cylinder rubber and the outer cylinder rubber, the flexible thin plate material is deformed by the relative displacement of the block and the case. Also, the ball bearing that is not damaged, and has a long life, has a stable seismic isolation effect for a long time, and has excellent reliability and durability. Door can be.

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

第1図は本発明の一実施例を示す断面図、第2図は従来
の積層防震ゴムの側面図、第3図は従来の空気ばねの断
面図である。 1…空気ばね、2…ケース、3…円筒体、4…円板、5
…空気室、6…ブロツク、7…ダイヤフラム(可撓性薄
板材)、9…プレート、10…ボール、11…ボールベアリ
ング、12…免震床、13…固定床、15…内筒ゴム、16…外
筒ゴム。
FIG. 1 is a sectional view showing an embodiment of the present invention, FIG. 2 is a side view of a conventional laminated vibration-proof rubber, and FIG. 3 is a sectional view of a conventional air spring. 1 ... Air spring, 2 ... Case, 3 ... Cylindrical body, 4 ... Disc, 5
… Air chamber, 6… Block, 7… Diaphragm (flexible thin plate material), 9… Plate, 10… Ball, 11… Ball bearing, 12… Seismic isolation floor, 13… Fixed floor, 15… Inner tube rubber, 16 … Outer tube rubber.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】円板の片面に円筒体を固定してなるケース
と該ケースの内側で上下方向と水平方向へ自在に変位で
きる大きさとしてあるブロツクの外周部とをドーナツ状
の可撓性薄板材にて気密に接続して、該ケースとブロツ
クと可撓性薄板材とで密閉された空気室を形成してなる
空気ばねと、該空気ばねを構成する上記ブロツクの外面
側とプレートとの間に多数のボールを介在させてなるボ
ールベアリングとを備え、且つ上記ブロツクの外側面に
取り付けた内筒ゴムと上記円筒体の内面に取り付けた外
筒ゴムとで上記可撓性薄板材を保護するようにしてな
り、免震床と固定床との間に介在させて免震床を支持す
るよう構成したことを特徴とする免震支持装置。
1. A donut-shaped flexible case comprising a case in which a cylindrical body is fixed on one side of a disk and an outer peripheral portion of a block sized so as to be freely displaceable in the vertical and horizontal directions inside the case. An air spring which is airtightly connected by a thin plate material and forms an air chamber sealed by the case, the block and the flexible thin plate material, and the outer surface side of the block and the plate which constitute the air spring. A ball bearing having a large number of balls interposed between them, and the flexible thin plate material is composed of an inner tube rubber attached to the outer surface of the block and an outer tube rubber attached to the inner surface of the cylindrical body. A seismic isolation support device, which is configured to be protected and is configured to be interposed between a seismic isolation floor and a fixed floor to support the seismic isolation floor.
JP62303339A 1987-12-02 1987-12-02 Seismic isolation support device Expired - Lifetime JPH061090B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62303339A JPH061090B2 (en) 1987-12-02 1987-12-02 Seismic isolation support device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62303339A JPH061090B2 (en) 1987-12-02 1987-12-02 Seismic isolation support device

Publications (2)

Publication Number Publication Date
JPH01145441A JPH01145441A (en) 1989-06-07
JPH061090B2 true JPH061090B2 (en) 1994-01-05

Family

ID=17919781

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62303339A Expired - Lifetime JPH061090B2 (en) 1987-12-02 1987-12-02 Seismic isolation support device

Country Status (1)

Country Link
JP (1) JPH061090B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101386253B1 (en) * 2012-09-04 2014-04-17 한국전력공사 Seismic reinforcing device

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5896961A (en) * 1995-10-02 1999-04-27 Kabushiki Kaisha Toshiba Dynamic vibration absorber
KR100329391B1 (en) 1999-01-04 2002-03-22 구자홍 Method and apparatus for recording digital data streams
CN107327665A (en) * 2017-08-17 2017-11-07 刘兵 A kind of electromechanical equipment damping device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH088364Y2 (en) * 1987-06-15 1996-03-06 鹿島建設株式会社 Anti-vibration device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101386253B1 (en) * 2012-09-04 2014-04-17 한국전력공사 Seismic reinforcing device

Also Published As

Publication number Publication date
JPH01145441A (en) 1989-06-07

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