JPH03183864A - Vibration isolator - Google Patents

Vibration isolator

Info

Publication number
JPH03183864A
JPH03183864A JP32132889A JP32132889A JPH03183864A JP H03183864 A JPH03183864 A JP H03183864A JP 32132889 A JP32132889 A JP 32132889A JP 32132889 A JP32132889 A JP 32132889A JP H03183864 A JPH03183864 A JP H03183864A
Authority
JP
Japan
Prior art keywords
floor
vibration
lower floor
vibration isolation
friction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP32132889A
Other languages
Japanese (ja)
Inventor
Shozaburo Shimaguchi
島口 正三郎
Masataka Kaneko
金子 正孝
Yuzuru Yasui
譲 安井
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP32132889A priority Critical patent/JPH03183864A/en
Publication of JPH03183864A publication Critical patent/JPH03183864A/en
Pending legal-status Critical Current

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  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Floor Finish (AREA)

Abstract

PURPOSE:To increase vibration isolating effect in the horizontal direction by supporting a section between a lower floor and an upper floor, with a plurality of bearing members, and by providing the bearing members, with sliding plates moving in the horizontal direction, and spring members, thereby constituting a vibration isolating mechanism. CONSTITUTION:A vibration isolated floor is formed to be a double mechanism supported with a vibration isolating mechanisms 10 as a bearing member at a section between a lower floor 1 and an upper floor 2. Then, the vibration isolating mechanisms 10 on the lower floor 1 is formed with sliding plates 14 for sliding and bearing movably in the horizontal direction, and spring members 16 which spring in the same horizontal direction, into a vibration isolating mechanisms for suppressing horizontal vibration, and is mounted on bases 13 via plates formed of the material of low friction resistance on the sliding plates 14. Besides, on sections between the sliding plates 14 and the bearing members 10, coat layers formed of polymer of low frictional property are fitted. As a result. As a result, the upper surfaces of the sliding plates 14 are set to be the low-friction coat layers, sliding friction is reduced, and vibration isolating effect can be exhibited.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、コンピュータなどの精密機器を設置する室
を構成する二重床構造の上床と下床との間に介装され、
地震などの振動から上床を免振して設置機器を振動から
保護するための免振装置に関する。
Detailed Description of the Invention (Industrial Application Field) This invention provides a double floor structure that is interposed between an upper floor and a lower floor constituting a room in which precision equipment such as computers is installed.
This invention relates to a vibration isolation device for isolating the upper floor from vibrations such as earthquakes and protecting installed equipment from vibrations.

(従来の技術) 一般に、コンピュータ等の機器を設置するためのいわゆ
るコンピユータ室等の床は、第1図〜第5図に示すよう
に、建物自体の床面1の上方に上床2を構築した二重床
構造とされており、床面1に複数の免振装置10を配列
して上床2の支持を行なうと共に、それら免振装置10
により地震などの振動から上床2を免振することが可能
な免振床に構築している。同図に示す免振装置1oは、
本出願人が先に実公昭57−25942号公報にて開示
したものと同様なものである。この免振装置10は、上
下振動については、鉛直バネ11を設けて長周期の振動
系をつくり、建物の固有周期から大きく外して免振効果
を生み出している。そして鉛直に油圧ダンパ12を設け
てその減衰系となし、上下振動の減衰を行っている。一
方、水平振動については、水平バネ16を設けると共に
、上下振動についての減衰振動系の基部を構成する基台
13と、床面1に固定した滑り板14と、滑り板14の
板面上に互いに間隔を隔てて配列される低摩擦材料から
なるプレート部材15とで水平振動の減衰を行って免振
を達成している。
(Prior Art) In general, the floors of so-called computer rooms where computers and other equipment are installed are constructed with an upper floor 2 above the floor 1 of the building itself, as shown in Figures 1 to 5. It has a double floor structure, and a plurality of vibration isolation devices 10 are arranged on the floor surface 1 to support the upper floor 2, and the vibration isolation devices 10 are arranged on the floor surface 1 to support the upper floor 2.
The structure is constructed with a vibration-isolating floor that can isolate the upper floor 2 from vibrations such as earthquakes. The vibration isolation device 1o shown in the same figure is
This is similar to the one previously disclosed by the applicant in Japanese Utility Model Publication No. 57-25942. This vibration isolator 10 has a vertical spring 11 to create a long-period vibration system with respect to vertical vibration, and produces a vibration isolation effect by greatly deviating from the natural period of the building. A hydraulic damper 12 is provided vertically as a damping system to damp vertical vibrations. On the other hand, for horizontal vibration, a horizontal spring 16 is provided, and a base 13 that constitutes the base of the damped vibration system for vertical vibration, a sliding plate 14 fixed to the floor 1, and a Vibration isolation is achieved by attenuating horizontal vibrations with plate members 15 made of a low-friction material arranged at intervals.

また、この免振装置10では、上床2の積載荷重を本体
カバー17で受け、本体カバー17が支承する荷重の9
0%を鉛直バネ11に、残りの10%を本体カバー17
の内側中央に配したシャフト18にストッパ19を介し
て分担させており、このとき、ストッパ19は引抜きバ
ネ20により引張された状態で介装される。そして、地
震などによる上下振動に伴い引抜きバネ20の引張力で
ストッパ19が外れると、本体カバー17の支持は鉛直
バネ11による弾性懸架へと移行され、免振効果が発揮
される。
In addition, in this vibration isolation device 10, the load of the upper floor 2 is received by the main body cover 17, and 9 of the load supported by the main body cover 17 is
0% to the vertical spring 11, remaining 10% to the main body cover 17
The shaft 18 disposed at the center of the inside of the shaft 18 is provided with a stopper 19, and at this time, the stopper 19 is inserted in a tensioned state by a pull-out spring 20. Then, when the stopper 19 comes off due to the tensile force of the pull-out spring 20 due to vertical vibrations caused by an earthquake or the like, the support of the main body cover 17 is transferred to elastic suspension by the vertical spring 11, and a vibration isolation effect is exhibited.

(発明が解決しようとする課題) しかしながら、上述した免振装置10にあっては、引抜
きバネ20を作動させることができるように振動エネル
ギがある程度以上に大きくないと免振効果が発揮されな
く、これを振動エネルギが小さな場合にも、すなわち小
さな地震などに対しても機能させたいという要望があっ
た。
(Problems to be Solved by the Invention) However, in the vibration isolation device 10 described above, the vibration isolation effect is not exhibited unless the vibration energy is greater than a certain level so that the extraction spring 20 can be operated. There was a desire to make this function even when the vibration energy is small, such as in the case of small earthquakes.

ここに、上下振動の減衰振動系については、鉛直バネ1
1と油圧ダンパ12とを適宜に設定することで低エネル
ギな振動にも対応できるが、水平振動の減衰振動系は、
滑り摩擦による系なため設定が容易ではなく、何らかの
工夫が要求されていた。
Here, regarding the damped vibration system of vertical vibration, vertical spring 1
1 and the hydraulic damper 12 appropriately, it is possible to cope with low-energy vibrations, but the damped vibration system for horizontal vibrations is
Since it is a system based on sliding friction, it was not easy to set up, and some kind of ingenuity was required.

この発明は、上記のような背景に鑑みてなされたもので
あり、水平振動の減衰振動系につき、小さな振動エネル
ギであっても免振効果を発揮させることができる免振装
置の提供をその目的とする。
This invention was made in view of the above background, and an object thereof is to provide a vibration isolator that can exhibit a vibration isolation effect even with small vibration energy for a horizontal vibration damping vibration system. shall be.

(課題を解決するための手段) 上記目的を遠戚するためこの発明は、下床上に設けた支
持部材で上床を高さ方向に間隔を隔てて支持して二重床
構造を形成し、下床と支持部材との間に、下床上に支持
部材を水平方向に移動可能に滑り支承する滑り板及び下
床に対して支持部材を水平方向に弾発する弾発部材を有
して上床の水平振動を免振する免振機構を設けると共に
、滑り板と支持部材との間に低摩擦性高分子材で成るコ
ート層を介装したことを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention forms a double floor structure by supporting the upper floor at intervals in the height direction using supporting members provided on the lower floor. Between the floor and the supporting member, there is a sliding plate that slides and supports the supporting member horizontally on the lower floor, and a resilient member that bounces the supporting member horizontally against the lower floor, so that the upper floor is horizontal. The present invention is characterized in that a vibration isolation mechanism is provided to isolate vibrations, and a coating layer made of a low-friction polymer material is interposed between the sliding plate and the support member.

また、コート層と支持部材との間に低摩擦性潤滑フィル
ム材を介装して構成しても良い。
Furthermore, a low-friction lubricating film material may be interposed between the coating layer and the support member.

また本発明は、下床上に設けた支持部材で上床を高さ方
向に間隔を隔てて支持して二重床構造を形成し、下床と
支持部材との間に、下床上に支持部材を水平方向に移動
可能に滑り支承する滑り板及び下床に対して支持部材を
水平方向に弾発する弾発部材を有して上床の水平振動を
免振する免振機構を設けると共に、滑り板を超高分子量
素材で形成したことを特徴とする。
Further, the present invention forms a double floor structure by supporting the upper floor at intervals in the height direction with support members provided on the lower floor, and the support member is placed on the lower floor between the lower floor and the support member. A vibration isolation mechanism is provided to isolate the horizontal vibration of the upper floor by having a slide plate that slides and supports the slide plate so as to be movable in the horizontal direction, and a resilient member that bounces the support member horizontally against the lower floor. It is characterized by being made of ultra-high molecular weight material.

(作 用) 以上のように構成すると、滑り板の上面が低摩擦なコー
ト層となるため滑り摩擦が低減されるので、水平振動の
減衰振動系は低エネルギな振動にも対応できることとな
る。
(Function) With the above configuration, the upper surface of the sliding plate becomes a low-friction coating layer, which reduces sliding friction, so that the damped vibration system for horizontal vibration can also cope with low-energy vibrations.

また、低摩擦な潤滑フィルムの介装によって滑り摩擦は
より一層低減されることとなり、より低エネルギな振動
に対応可能となる。
Furthermore, by interposing a low-friction lubricating film, sliding friction is further reduced, making it possible to cope with lower-energy vibrations.

他方、滑り板を超高分子量素材で形成することにより滑
り摩擦が低減されるので、水平振動の減衰振動系は低エ
ネルギな振動にも対応できることとなる。
On the other hand, since sliding friction is reduced by forming the sliding plate from an ultra-high molecular weight material, the damped vibration system for horizontal vibration can also cope with low-energy vibrations.

(実 施 例) 以下、この発明の実施例を添付図面を参照しながら説明
する。
(Embodiments) Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

第1図は、本発明が適用される免振床を示す一部破断斜
視図である。そして第2図は、第1図に示す免振装置の
一部破断斜視図であり、第3図はその免振装置の平面図
である。また第4図は、第3図をIV−IV矢視した断
面図であり、第5図は第3図の矢印V部位を拡大して示
す平面図である。
FIG. 1 is a partially cutaway perspective view showing a vibration isolation floor to which the present invention is applied. 2 is a partially cutaway perspective view of the vibration isolation device shown in FIG. 1, and FIG. 3 is a plan view of the vibration isolation device. 4 is a sectional view taken along the line IV-IV in FIG. 3, and FIG. 5 is an enlarged plan view showing the portion indicated by the arrow V in FIG. 3.

本発明は基本的には、下床1上に設けた支持部材10で
上床2を高さ方向に間隔を隔てて支持して二重床構造を
形成し、下床1と支持部材10との間に、下床1上に支
持部材10を水平方向に移動可能に滑り支承する滑り板
14及び下床1に対【、て支持部材10を水平方向に弾
発する俳発部材〕6を有して上床2の水平振動を免振す
る免振機構を設けると共に、滑り板14と支持部材10
との間に低摩擦性高分子材で成るコート層30を介装し
て構成される。また、コート層30と支持部材10との
間に低摩擦性潤滑フィルム材31を介装して構成しても
良い。
Basically, the present invention forms a double floor structure by supporting an upper floor 2 at intervals in the height direction with supporting members 10 provided on a lower floor 1, and connecting the lower floor 1 and the supporting members 10. In between, there is provided a sliding plate 14 for slidingly supporting the supporting member 10 on the lower floor 1 so as to be movable in the horizontal direction, and a springing member 6 for repelling the supporting member 10 in the horizontal direction against the lower floor 1. A vibration isolation mechanism is provided to isolate the horizontal vibration of the upper floor 2, and a sliding plate 14 and a support member 10 are provided.
A coating layer 30 made of a low-friction polymer material is interposed between the two. Further, a low-friction lubricating film material 31 may be interposed between the coating layer 30 and the support member 10.

第1図に示す下床たる床面1は、図示省略した建物構造
体の一部をなすもので、この床面1上に、上床2を支持
する支持部材としての複数の免振装置10が適宜の間隔
で配置される。この実施例における免振装置10は、床
面1上に固定されたステンレス製の滑り板14を有し、
この滑り板14の上に、摩擦抵抗の小さい材料で形成さ
れたプレート15(第4図に示す)を介して基台13が
摺動自在に載置される。
A floor surface 1, which is a lower floor shown in FIG. They are placed at appropriate intervals. The vibration isolation device 10 in this embodiment has a stainless steel sliding plate 14 fixed on the floor surface 1,
The base 13 is slidably placed on the sliding plate 14 via a plate 15 (shown in FIG. 4) made of a material with low frictional resistance.

基台13の上面には、第2図および第4図に示すように
、建物の固有周期よりも長周期の鉛直バネ11が配され
、この鉛直バネ11の上端は、当該鉛直バネ11を囲繞
する円筒状の本体カバー17の内側に配された押え板2
1に圧接されており、押え板21と本体カバー17の天
板22との間隔は、天板22を貫通して螺着されたバネ
力調整ネジ23によって一定に保たれる。つまり、本体
カバー17は鉛直バネ11により弾性的に懸架され、そ
の鉛直バネ11の伸縮に応じて床面1側の基台13に対
して相対的に上下動可能であって、鉛直バネ11の押圧
力は調整ネジ23によって調整される。
As shown in FIGS. 2 and 4, a vertical spring 11 with a period longer than the natural period of the building is disposed on the upper surface of the base 13, and the upper end of this vertical spring 11 surrounds the vertical spring 11. A presser plate 2 arranged inside the cylindrical main body cover 17
1, and the distance between the presser plate 21 and the top plate 22 of the main body cover 17 is kept constant by a spring force adjustment screw 23 screwed through the top plate 22. That is, the main body cover 17 is elastically suspended by the vertical spring 11 and can move up and down relative to the base 13 on the floor 1 side according to the expansion and contraction of the vertical spring 11. The pressing force is adjusted by an adjustment screw 23.

また、本体カバー17の外方には油圧ダンパ12が配さ
れ、これら油圧ダンパ12は上端で本体カバー17の外
周面に、下端で基台13にそれぞれ取付けられており、
これによって本体カバー17の上下動を減衰するように
なっている。
Further, hydraulic dampers 12 are arranged outside the main body cover 17, and these hydraulic dampers 12 are attached to the outer peripheral surface of the main body cover 17 at the upper end and to the base 13 at the lower end, respectively.
This damps the vertical movement of the main body cover 17.

基台13にはさらに、水平方向に設けられた水平バネ1
6の一端が固着され、水平バネ16の他端は床面1に固
定される。この水平バネ16は等間隔で複数個(図示し
た例では90°間隔で4個)が設けられている。
The base 13 further includes a horizontal spring 1 provided in the horizontal direction.
One end of the horizontal spring 16 is fixed to the floor surface 1, and the other end of the horizontal spring 16 is fixed to the floor surface 1. A plurality of horizontal springs 16 are provided at equal intervals (in the illustrated example, four at 90° intervals).

基台13のほぼ中央にはシャフト18の下端が固定され
、シャフト18は、押え板21および天板22を貫通し
て上方へ延長され、その上端には規制手段25が設けら
れる。
The lower end of a shaft 18 is fixed approximately at the center of the base 13, the shaft 18 extends upward through the presser plate 21 and the top plate 22, and a regulating means 25 is provided at its upper end.

規制手段25は、シャフト18の上端面に載置された円
板状のストッパ19を含み、このストッパ1つは天板2
2に固着された係止棒26に一端を取付けられた引抜き
バネ20によって引張される。規制手段25はさらに、
これを天板22に固定する側板27と、ストッパ19を
シャフト18の上端面との間で摩擦力により挾持する押
え部材28とを有し、第5図に最も明瞭に示されている
ように、押え部材28の前面には平面U字状の切欠き2
つが形成されている。そして、ストッパ1つが図示した
挾持状態にあるときには、本体カバー17は押え部材2
8.ストッパ17およびシャフト18を介して基台13
に一体的に結合されている。
The regulating means 25 includes a disk-shaped stopper 19 placed on the upper end surface of the shaft 18, and one of the stoppers is attached to the top plate 2.
It is pulled by a pull-out spring 20 whose one end is attached to a locking rod 26 fixed to the holder 2 . The regulating means 25 further includes:
It has a side plate 27 that fixes it to the top plate 22, and a holding member 28 that clamps the stopper 19 with the upper end surface of the shaft 18 by frictional force, as shown most clearly in FIG. , a planar U-shaped notch 2 is provided on the front surface of the presser member 28.
is formed. When one stopper is in the clamping state shown, the main body cover 17 is held by the holding member 2.
8. Base 13 via stopper 17 and shaft 18
are integrally connected to.

他方、地震時にシャフト18が基台13とともに上下動
するのに伴い、押え部材28とシャフト18上端面との
間隔が拡がると、ストッパ1つは摩擦に打勝って引抜き
バネ20により押え部材28から離脱し、本体カバー1
7とシャフト18の剛的結合が解除されるため、本体カ
バー17は上述した鉛直バネ11による伸性懸架へと移
行することとなる。
On the other hand, when the distance between the holding member 28 and the upper end surface of the shaft 18 increases as the shaft 18 moves up and down together with the base 13 during an earthquake, one stopper overcomes the friction and is pulled away from the holding member 28 by the pull-out spring 20. Remove the main body cover 1
7 and the shaft 18 is released, the main body cover 17 shifts to elastic suspension by the vertical spring 11 described above.

さて上述した免振装置10において、滑り板14の上面
に、低摩擦な高分子材のコート層30が設けられる。ま
た、コート層30を設けた滑り板14とプレート15と
の間に、コート層30の上面に重ねて低摩擦な潤滑フィ
ルム材31を介装して構成しても良い。なお、コート層
30としては、例えばフッ素樹脂やポリエチレンなどが
用いられる。
Now, in the vibration isolation device 10 described above, a coating layer 30 of a low-friction polymeric material is provided on the upper surface of the sliding plate 14. Furthermore, a low-friction lubricating film material 31 may be interposed between the sliding plate 14 and the plate 15 on which the coating layer 30 is provided, and overlaid on the upper surface of the coating layer 30. Note that, as the coat layer 30, for example, fluororesin, polyethylene, or the like is used.

したがって、このような構成によれば、滑り板14の上
面が低摩擦なコート層3oであるため滑り摩擦が低減さ
れるので、前述した水平振動の減衰振動系は低エネルギ
な振動にも対応できることとなる。
Therefore, according to such a configuration, since the upper surface of the sliding plate 14 is the low-friction coating layer 3o, the sliding friction is reduced, so that the above-described horizontal vibration damping vibration system can also cope with low-energy vibrations. becomes.

また、低摩擦な潤滑フィルム材31の介装によって、滑
り摩擦はより一層低減されることとなり、より低エネル
ギな振動にも対応可能となる。
Furthermore, by interposing the low-friction lubricating film material 31, sliding friction is further reduced, making it possible to cope with lower-energy vibrations.

更に、滑り板14自体を超高分子量素材で形成して構成
しても良い。
Furthermore, the sliding plate 14 itself may be formed of an ultra-high molecular weight material.

すなわち以上の構成によれば、水平振動の減衰振動系に
つき、免振効果が発揮される振動エネルギを小さなもの
とすることができる。
That is, according to the above configuration, it is possible to reduce the vibration energy at which the vibration isolation effect is exhibited in the damped vibration system of horizontal vibration.

なお第1表は、本発明にかかる構成を決定するために行
った性能確認試験の種別表である。そして、第2表は本
発明構成と従来構成との性能比較衣であり、第6図は第
2表をグラフに示したものである。
Note that Table 1 is a table of types of performance confirmation tests conducted to determine the configuration according to the present invention. Table 2 is a performance comparison between the configuration of the present invention and the conventional configuration, and FIG. 6 is a graph showing Table 2.

第1表 第2表 本構成は、基台13についての滑り支承を、第1表に示
すように様々な型式、様々な組合せに関して性能確認試
験を行い、決定したものである。
Table 1 Table 2 This configuration was determined by performing performance confirmation tests on various types and various combinations of sliding bearings for the base 13 as shown in Table 1.

そして本実施例では、免振効果が発揮される振動エネル
ギを、第2表および第6図に示すように、従来に比して
加速度換算で約半分に低減している。
In this embodiment, as shown in Table 2 and FIG. 6, the vibration energy at which the vibration isolation effect is exerted is reduced to about half in terms of acceleration compared to the conventional structure.

なお、性能確認試験では、プレート15をなす摩擦材に
ついてはポリアセタール樹脂系およびテフロン樹脂系の
7種類を組合せて実施した。
In the performance confirmation test, seven types of friction materials forming the plate 15 were used in combination, including polyacetal resin type and Teflon resin type.

(発明の効果〉 以上実施例で詳細に説明したように、この発明にかかる
免振装置によれば、滑り板の上面が低摩擦なコート層と
され或いは滑り板目体が超高分子量素材で形成されて滑
り摩擦が低減されるので、水平振動の減衰振動系は低エ
ネルギな振動にも対応できることとなり、また低摩擦な
潤滑フィルム材の介装によって、滑り摩擦はより一層低
減されることとなる。すなわち、水平振動の振動減衰系
につき、免振効果が発揮される振動エネルギを小さなも
のとすることができる。
(Effects of the Invention) As explained in detail in the embodiments above, according to the vibration isolator according to the present invention, the upper surface of the sliding plate is coated with a low-friction coating layer, or the eye of the sliding plate is made of an ultra-high molecular weight material. Since this reduces sliding friction, the horizontal vibration damping vibration system can also handle low-energy vibrations, and by interposing a low-friction lubricating film material, sliding friction can be further reduced. In other words, in the horizontal vibration damping system, the vibration energy at which the vibration isolation effect is exerted can be reduced.

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

第1図は本発明が適用される免振床を示す一部破断斜視
図、第2図は第1図に示す免振装置の一部破断斜視図、
第3図はその免振装置の平面図、第4図は第3図をIV
−IV矢視した断面図、第5図は第3図の矢印V部位を
拡大して示す平面図、第6図は第2表を説明するための
グラフである。 1・・・・・・下床(床面)    2・・・・・・上
床10・・・支持部材(免振装置)14・・・滑り板1
6・・・弾発部材      30・・・コート層31
・・・潤滑フィルム材
FIG. 1 is a partially cutaway perspective view showing a vibration isolation floor to which the present invention is applied, FIG. 2 is a partially cutaway perspective view of the vibration isolation device shown in FIG. 1,
Figure 3 is a plan view of the vibration isolator, and Figure 4 is an illustration of Figure 3.
-IV is a sectional view taken along arrow V, FIG. 5 is a plan view showing an enlarged portion of arrow V in FIG. 3, and FIG. 6 is a graph for explaining Table 2. 1... Lower floor (floor surface) 2... Upper floor 10... Support member (vibration isolation device) 14... Sliding plate 1
6... Resilient member 30... Coat layer 31
...Lubricating film material

Claims (3)

【特許請求の範囲】[Claims] (1)下床上に設けた支持部材で上床を高さ方向に間隔
を隔てて支持して二重床構造を形成し、上記下床と上記
支持部材との間に、該下床上に該支持部材を水平方向に
移動可能に滑り支承する滑り板及び該下床に対して該支
持部材を水平方向に弾発する弾発部材を有して上記上床
の水平振動を免振する免振機構を設けると共に、上記滑
り板と上記支持部材との間に低摩擦性高分子材で成るコ
ート層を介装したことを特徴とする免振装置。
(1) A double floor structure is formed by supporting the upper floor at intervals in the height direction with support members provided on the lower floor, and between the lower floor and the supporting member, the support member is placed on the lower floor. A vibration isolation mechanism is provided to isolate horizontal vibrations of the upper floor by having a sliding plate that slides and supports the member so as to be movable in the horizontal direction, and a resilient member that bounces the support member horizontally against the lower floor. In addition, a vibration isolation device characterized in that a coating layer made of a low-friction polymer material is interposed between the sliding plate and the supporting member.
(2)前記コート層と前記支持部材との間に低摩擦性潤
滑フィルム材を介装した請求項1記載の免振装置。
(2) The vibration isolation device according to claim 1, further comprising a low-friction lubricating film material interposed between the coating layer and the support member.
(3)下床上に設けた支持部材で上床を高さ方向に間隔
を隔てて支持して二重床構造を形成し、上記下床と上記
支持部材との間に、該下床上に該支持部材を水平方向に
移動可能に滑り支承する滑り板及び該下床に対して該支
持部材を水平方向に弾発する弾発部材を有して上記上床
の水平振動を免振する免振機構を設けると共に、上記滑
り板を超高分子量素材で形成したことを特徴とする免振
装置。
(3) The upper floor is supported at intervals in the height direction by support members provided on the lower floor to form a double floor structure, and the support member is provided on the lower floor between the lower floor and the support member. A vibration isolation mechanism is provided to isolate horizontal vibrations of the upper floor by having a sliding plate that slides and supports the member so as to be movable in the horizontal direction, and a resilient member that bounces the support member horizontally against the lower floor. Also, a vibration isolation device characterized in that the sliding plate is made of an ultra-high molecular weight material.
JP32132889A 1989-12-13 1989-12-13 Vibration isolator Pending JPH03183864A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32132889A JPH03183864A (en) 1989-12-13 1989-12-13 Vibration isolator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32132889A JPH03183864A (en) 1989-12-13 1989-12-13 Vibration isolator

Publications (1)

Publication Number Publication Date
JPH03183864A true JPH03183864A (en) 1991-08-09

Family

ID=18131367

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32132889A Pending JPH03183864A (en) 1989-12-13 1989-12-13 Vibration isolator

Country Status (1)

Country Link
JP (1) JPH03183864A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0575540U (en) * 1992-03-19 1993-10-15 トキコ株式会社 Seismic isolation device
US5816559A (en) * 1996-03-13 1998-10-06 Kabushiki Kaisha Toshiba Seismic isolation device
JP2014005725A (en) * 2013-08-22 2014-01-16 Ohbayashi Corp Vertical seismic isolator

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6221948A (en) * 1985-07-20 1987-01-30 塚本 巽 Triangular roof tile with ridge core
JPS6221947A (en) * 1985-07-20 1987-01-30 塚本 巽 Construction of corner ridge
JPS63255463A (en) * 1987-04-10 1988-10-21 鹿島建設株式会社 Floor earthquake damping apparatus
JPH01188717A (en) * 1988-01-22 1989-07-28 Chiyoda Integure Kk Sintered bearing made of ultra high molecular weight polyethylene

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6221948A (en) * 1985-07-20 1987-01-30 塚本 巽 Triangular roof tile with ridge core
JPS6221947A (en) * 1985-07-20 1987-01-30 塚本 巽 Construction of corner ridge
JPS63255463A (en) * 1987-04-10 1988-10-21 鹿島建設株式会社 Floor earthquake damping apparatus
JPH01188717A (en) * 1988-01-22 1989-07-28 Chiyoda Integure Kk Sintered bearing made of ultra high molecular weight polyethylene

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0575540U (en) * 1992-03-19 1993-10-15 トキコ株式会社 Seismic isolation device
US5816559A (en) * 1996-03-13 1998-10-06 Kabushiki Kaisha Toshiba Seismic isolation device
JP2014005725A (en) * 2013-08-22 2014-01-16 Ohbayashi Corp Vertical seismic isolator

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