JPH02113144A - Three dimensional vibration free device - Google Patents
Three dimensional vibration free deviceInfo
- Publication number
- JPH02113144A JPH02113144A JP26274788A JP26274788A JPH02113144A JP H02113144 A JPH02113144 A JP H02113144A JP 26274788 A JP26274788 A JP 26274788A JP 26274788 A JP26274788 A JP 26274788A JP H02113144 A JPH02113144 A JP H02113144A
- Authority
- JP
- Japan
- Prior art keywords
- coil spring
- laminated rubber
- seismic isolation
- seismically isolated
- hollow
- 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
Links
- 238000002955 isolation Methods 0.000 claims description 51
- 238000006073 displacement reaction Methods 0.000 claims description 8
- 238000005192 partition Methods 0.000 claims description 8
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 239000011345 viscous material Substances 0.000 claims 2
- 238000010030 laminating Methods 0.000 abstract 5
- 230000000694 effects Effects 0.000 description 10
- 238000013016 damping Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F3/00—Spring units consisting of several springs, e.g. for obtaining a desired spring characteristic
- F16F3/08—Spring units consisting of several springs, e.g. for obtaining a desired spring characteristic with springs made of a material having high internal friction, e.g. rubber
- F16F3/10—Spring units consisting of several springs, e.g. for obtaining a desired spring characteristic with springs made of a material having high internal friction, e.g. rubber combined with springs made of steel or other material having low internal friction
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Combined Devices Of Dampers And Springs (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、3次元免震装置に係り、特に、軽量構造物の
免震構造に適用し、さらに除振を実施するのに好適な3
次元免震装置に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a three-dimensional seismic isolation device, and is particularly applicable to a three-dimensional seismic isolation structure for lightweight structures, and is suitable for implementing vibration isolation.
This relates to a dimensional seismic isolation device.
[従来の技術]
従来、建物等の水平免震に用いられる積層ゴムは、軽量
構造物用の免震にはあまり用いられておらず、上部荷重
を支持するのにボールベアリングやすべり部材を用い、
復元力部材としてコイルばねを用いることが多かった。[Conventional technology] Laminated rubber conventionally used for horizontal seismic isolation of buildings, etc. has not been widely used for seismic isolation of lightweight structures, and ball bearings and sliding members are used to support the upper load. ,
Coil springs were often used as restoring force members.
これは、免震構造では固有周期を長周期化(例えば1〜
3秒程度)するため、地震時の相対変形が大きくなるが
、積層ゴムの支持荷重が小さいと、その直径が小さく、
かつ細長くなるので座屈の恐れがあるためである。This is because the natural period of a seismic isolation structure is made longer (for example, 1~
(about 3 seconds), so the relative deformation during an earthquake will be large, but if the supporting load of the laminated rubber is small, its diameter will be small,
This is because there is a risk of buckling since it becomes elongated.
最近は、免震だけでなく、防振あるいは防振効果も同一
の装置で発揮できる軽量構造物用免振・防振装置として
積層ゴムが見直されている。Recently, laminated rubber has been reconsidered as a vibration isolation/vibration isolating device for lightweight structures that can provide not only seismic isolation but also vibration damping or damping effects in the same device.
例えば、特開昭61−116142号公報記載の技術で
は、積層ゴムを軽量構造物に適用できるように、小さな
積層ゴムを4個一組として、これらの上下端部をそれぞ
れ1枚の安定板に固定し、しかも多段に構成することに
よって、大きな相対変形を可能にする手段が採用されて
いる。For example, in the technique described in Japanese Patent Application Laid-Open No. 61-116142, in order to apply the laminated rubber to lightweight structures, four small laminated rubber pieces are made into a set, and the upper and lower ends of these pieces are each formed into one stabilizing plate. A method is adopted that allows large relative deformation by being fixed and configuring in multiple stages.
この構造では、多段にしているため比較的背が高くなる
傾向があり、安定板の重量が比較的大きく、多段積層ゴ
ム自体のサージングが地震時に発生する恐れがあった。This structure tends to be relatively tall due to its multi-tier structure, and the weight of the stabilizer plate is relatively large, so there is a risk that surging of the multi-tier laminated rubber itself may occur during an earthquake.
[発明が解決しようとする課題]
上記の従来技術では、支持荷重がホさいと、積層ゴムの
水平方向のばね定数と許容相対変位とを確保するために
、その上下方向のばね定数をあまり大きく設計できない
場合がある。そのため、長期的には積層ゴムのクリープ
量が大きくなり、装置の沈み込みが問題となった。[Problems to be Solved by the Invention] In the above-mentioned conventional technology, when the supporting load is large, the vertical spring constant is too large in order to ensure the horizontal spring constant and allowable relative displacement of the laminated rubber. It may not be possible to design. As a result, over the long term, the amount of creep in the laminated rubber increased and the sinking of the equipment became a problem.
本発明は、上記従来技術における課題を解決するために
なされたもので、上記の積層ゴムの上下方向のばね定数
が大きくとれない場合にも適用でき、被免震体の重量を
コイルばねで一部支持することができて、積層ゴムのク
リープを防止しうる軽量構造物用の3次元免震装置を提
供することを、その目的とするものである。The present invention has been made to solve the problems in the prior art described above, and can be applied even when the spring constant of the laminated rubber in the vertical direction cannot be large, and the weight of the seismically isolated body is equalized by a coil spring. It is an object of the present invention to provide a three-dimensional seismic isolation device for a lightweight structure, which can support parts of the structure and prevent creep of laminated rubber.
[課題を解決するための手段]
上記目的を達成するために、本発明に係る3次元免震装
置の構成は、基礎と被免震体との間に設けられる免震装
置であって、積層ゴムと、この積層ゴムに並列に設けた
コイルばねと、前記積層ゴムの被免震体側と前記被免震
体との相対変位を鉛直方向のみに制限する手段とを備え
、前記被免震体を、当該被免震体の鉛直方向の動きより
前記積層ゴムの鉛直方向の動きが小さくなるように前記
コイルばねにて支持するものである。[Means for Solving the Problems] In order to achieve the above object, the structure of the three-dimensional seismic isolation device according to the present invention is a seismic isolation device provided between the foundation and the seismically isolated body, The seismically isolated body includes rubber, a coil spring provided in parallel to the laminated rubber, and means for limiting relative displacement between the seismically isolated body side of the laminated rubber and the seismically isolated body only in the vertical direction. is supported by the coil spring so that the movement of the laminated rubber in the vertical direction is smaller than the movement of the seismically isolated body in the vertical direction.
なお、本発明を開発した考え方を付記すると、従来技術
の課題に鑑み、軽量構造用の水平免震装置として、積層
ゴムの直径を大きくして大きな相対変形がとれるように
し、さらに水平ばね定数の増加を防ぐために積層ゴムに
中空部を持たせることが有効と考えた。そこで、具体的
には、3次元免震装置を構成する中空状の積層ゴムとコ
イルばねとを並列に設け、鉛直方向に関し、被免震体の
動きに対する積層ゴムの被免震体側の動きを0もしくは
数分の1以下になるように被免震体を支持するようにし
たものである。In addition, to add an additional note to the idea behind the development of the present invention, in view of the problems of the prior art, as a horizontal seismic isolation device for lightweight structures, the diameter of the laminated rubber is increased to accommodate a large relative deformation, and the horizontal spring constant is increased. In order to prevent this increase, we thought it would be effective to provide a hollow part in the laminated rubber. Therefore, specifically, a hollow laminated rubber and a coil spring constituting a three-dimensional seismic isolation device are installed in parallel, and in the vertical direction, the movement of the laminated rubber on the side of the seismically isolated body with respect to the movement of the seismically isolated body is prevented. The seismic isolation body is supported so that the seismic isolation becomes 0 or less than a fraction of the amount.
[作用]
上記の技術的手段によれば、中空状の積層ゴムと並列に
設けられたコイルばねが、被免震体の重量の全部あるい
は一部を支持するものである。それによって、積層ゴム
の問題点であったクリープ現象が解決される。[Function] According to the above technical means, the coil spring provided in parallel with the hollow laminated rubber supports all or part of the weight of the seismically isolated body. This solves the creep phenomenon that has been a problem with laminated rubber.
なお一般に、除振効果は、その振動系の固有振動数f0
が入力の卓越振動数fより十分に小さい場合(f、<f
Δ丁)に得られるもので、微少振動時に摩擦作用がほと
んどない免震装置は除振装置として用いることができる
。したがって1本発明の3次元色貫装置も除振装置とし
て兼用が可能である。[実施例]
以下、本発明の各実施例を第1図ないし第3図を参照し
て説明する。Generally speaking, the vibration isolation effect depends on the natural frequency f0 of the vibration system.
is sufficiently smaller than the input dominant frequency f (f, < f
The seismic isolation device obtained in ΔT), which has almost no frictional effect during minute vibrations, can be used as a vibration isolator. Therefore, the three-dimensional tinting device of the present invention can also be used as a vibration isolating device. [Example] Hereinafter, each example of the present invention will be described with reference to FIGS. 1 to 3.
第1図は、本発明の一実施例に係る3次元免震装置の縦
断面図である。FIG. 1 is a longitudinal sectional view of a three-dimensional seismic isolation device according to an embodiment of the present invention.
第1図において、1は基礎、2は被免震体、3は、中空
状の積層ゴムの本体(以下中空状積層ゴムという)、4
は第1のコイルばね、5は、前記コイルばね4のばね受
け座を有する底抜である。In Fig. 1, 1 is the foundation, 2 is the seismically isolated body, 3 is the hollow laminated rubber body (hereinafter referred to as hollow laminated rubber), 4
1 is a first coil spring, and 5 is a bottom hole having a spring receiving seat for the coil spring 4.
6はガイド部材で、このガイド部材6は゛、前記中空状
積層ゴム3の被免震体側と前記被免震体2との相対変位
を鉛直方向のみに制限する手段として機能する。Reference numeral 6 denotes a guide member, and this guide member 6 functions as a means for limiting the relative displacement between the base-isolated body side of the hollow laminated rubber 3 and the base-isolated body 2 only in the vertical direction.
7は、前記被免震体2を前記コイルばね4に支持せしめ
るための支持部材、8は、中空状積層ゴム3の中空部に
多層に配置したリング状の抵抗円板、9は、各抵抗円板
8の間隙を一定に保つためのスペーサ部材、1oは安定
ばね部材、11は、前記支持部材7を構成する移動体で
、この移動体11は、その先端となるコイルばね4側に
抵抗板11aを具備している。また、12は、前記支持
部材7を構成する仕切り板で、この仕切り板12は、コ
イルばね4のばね受け部として機能する。7 is a support member for supporting the seismically isolated body 2 on the coil spring 4; 8 is a ring-shaped resistance disc arranged in multiple layers in the hollow part of the hollow laminated rubber 3; 9 is each resistance disc; A spacer member for keeping the gap between the disks 8 constant, 1o a stable spring member, 11 a moving body constituting the support member 7, and this moving body 11 has a resistance on the side of the coil spring 4 which is the tip thereof. It is equipped with a plate 11a. Further, reference numeral 12 denotes a partition plate that constitutes the support member 7, and this partition plate 12 functions as a spring receiving portion for the coil spring 4.
13は、中空状積層ゴム3の中空部に満たされた粘性体
である。13 is a viscous body filling the hollow part of the hollow laminated rubber 3.
14は、中空状積層ゴム3と一体に形成された積層ゴム
の下フランジで、この下フランジ14は、底板5に接合
され、底板5とともに、基礎1に取付けられる。15は
、中空状積層ゴム3と一体に形成された積層ゴムの上フ
ランジ、16は、上フランジ15に固定されて前記ガイ
ド部材6を取付けたガイド押えである。14 is a lower flange of the laminated rubber formed integrally with the hollow laminated rubber 3; this lower flange 14 is joined to the bottom plate 5, and is attached to the foundation 1 together with the bottom plate 5. 15 is an upper flange of the laminated rubber formed integrally with the hollow laminated rubber 3, and 16 is a guide holder fixed to the upper flange 15 to which the guide member 6 is attached.
第1図に示す3次元免震装置の構成をより詳しく説明す
る。The configuration of the three-dimensional seismic isolation device shown in FIG. 1 will be explained in more detail.
底板5を取り付けた中空状積層ゴム3を下フランジ14
を介して基礎1に固定し、中空状積層ゴム3の中空部に
第1のコイルばね4を設置する。The hollow laminated rubber 3 with the bottom plate 5 attached is attached to the lower flange 14
The first coil spring 4 is fixed to the foundation 1 through the hollow laminated rubber 3, and the first coil spring 4 is installed in the hollow part of the hollow laminated rubber 3.
このコイルばね4は支持部材7を介して被免震体2を支
持し、支持部材7の動きはガイド部材6によって上下方
向(鉛直方向)のみに限定される。The coil spring 4 supports the seismically isolated body 2 via the support member 7, and the movement of the support member 7 is limited only in the vertical direction (vertical direction) by the guide member 6.
さらに、中空状積層ゴム3の中空部に、内径が第1のコ
イルばね4よりも大きく、かつ、その外径が中空状積層
ゴム3の内径よりも小さい複数のリング状の抵抗円板8
を層状に配置し、これらの抵抗円板8間のギャップを一
定に確保するようにスペーサ一部材9が設けられ、抵抗
円板8が水平方向に安定して動けるように、最上部の抵
抗円板等に一定荷重を与えるための安定ばね部材1oが
備えられている。Furthermore, a plurality of ring-shaped resistance discs 8 are provided in the hollow part of the hollow laminated rubber 3 and have an inner diameter larger than that of the first coil spring 4 and an outer diameter smaller than the inner diameter of the hollow laminated rubber 3.
are arranged in layers, and a spacer member 9 is provided to ensure a constant gap between these resistance disks 8, and the uppermost resistance circle is arranged so that the resistance disks 8 can move stably in the horizontal direction. A stable spring member 1o is provided for applying a constant load to a plate or the like.
また、支持部材7は、先端に抵抗板11aを有する移動
体11とコイルばね4のばね座として機能する仕切板1
2とが一体に形成され、中空状積層ゴム3の中空部から
移動体11の抵抗板11aと仕切り板12とが浸る位置
まで粘性体13が満たされ、その粘性体13の上部には
空間領域7aが設けられるように構成されている。The support member 7 also includes a moving body 11 having a resistance plate 11a at its tip and a partition plate 1 that functions as a spring seat for the coil spring 4.
2 are formed integrally with each other, and a viscous body 13 is filled from the hollow part of the hollow laminated rubber 3 to a position where the resistance plate 11a and the partition plate 12 of the moving body 11 are immersed, and a spatial area is provided above the viscous body 13. 7a is provided.
次に、このような3次元免震装讃の動作を説明する。Next, the operation of such a three-dimensional seismic isolation system will be explained.
3次元の地震入力のうち、水平方向成分に対して、被免
震体2と中空状積層ゴム3と第1のコイルばね4とから
なる振動系が、地震の主要な振動数成分よりも低い固有
振動数で振動することによって、地震応答加速度の低減
効果、すなわち免震効果が発揮される。この際、中空状
積層ゴム3の水平変形に従って、抵抗円板8同志間で相
対的ずれが起こるため、抵抗円板8間の粘性体13によ
り生じる粘性抵抗力によって、水平方向の相対変形が抑
制される。Of the three-dimensional earthquake input, for the horizontal component, the vibration system consisting of the seismic isolation body 2, the hollow laminated rubber 3, and the first coil spring 4 is lower than the main frequency component of the earthquake. By vibrating at the natural frequency, the effect of reducing earthquake response acceleration, that is, the seismic isolation effect is exhibited. At this time, as the hollow laminated rubber 3 deforms horizontally, a relative displacement occurs between the resistance discs 8, so the relative deformation in the horizontal direction is suppressed by the viscous resistance force generated by the viscous body 13 between the resistance discs 8. be done.
また、上下方向に対しては、第1のコイルばね4が水平
変形を受けながら、被免震体2と第1のコイルばね4か
ら決まる固有振動数で上下方向に振動することによって
免震効果が生じる。被免震体2を乗せる支持部材7は、
ガイド部材6によって上下方向のみの相対運動に制約さ
れるため、被免震体2はロッキング振動をしない。In addition, in the vertical direction, the first coil spring 4 undergoes horizontal deformation and vibrates in the vertical direction at a natural frequency determined by the seismically isolated body 2 and the first coil spring 4, resulting in a seismic isolation effect. occurs. The support member 7 on which the seismically isolated body 2 is placed is
Since the guide member 6 restricts relative movement only in the vertical direction, the seismically isolated body 2 does not undergo rocking vibration.
さらに、支持部材7が上下方向に振動することによって
、抵抗板11aを具備する移動体11と仕切り板12と
が粘性体13を押し分けるので粘性抵抗力が生じ、上下
方向の相対変位が抑制される。Further, as the supporting member 7 vibrates in the vertical direction, the movable body 11 including the resistance plate 11a and the partition plate 12 push the viscous body 13 apart, so a viscous resistance force is generated, and the relative displacement in the vertical direction is suppressed. Ru.
本実施例によれば、中空状積層ゴム3とコイルばね4と
を並列に配置することにより、被免震体2の重量をコイ
ルばね4で一部支持することができるので、積層ゴムの
クリープのない軽量構造物用の3次元免震装置および3
次元除振装置として、基礎と被免震体との間に適用する
ことが可能となった。According to this embodiment, by arranging the hollow laminated rubber 3 and the coil spring 4 in parallel, the weight of the seismically isolated body 2 can be partially supported by the coil spring 4. 3-dimensional seismic isolation device for lightweight structures without
It has become possible to apply it as a dimensional vibration isolator between the foundation and the seismically isolated body.
次に、第2図は、本発明の他の実施例に係る3次元免震
装置の縦断面図である。図中、第1図と同一符号のもの
は先の実施例と同等部分であるから、その説明を省略す
る。Next, FIG. 2 is a longitudinal sectional view of a three-dimensional seismic isolation device according to another embodiment of the present invention. In the figure, the same reference numerals as those in FIG. 1 are the same parts as in the previous embodiment, so the explanation thereof will be omitted.
第2図の実施例が、第1図の実施例と相違するところは
、支持部材7を支持する第2のコイルばね17が、中空
状積層ゴム3の被免震体側と被免震体2との間に設けら
れていることである。具体的には、第2のコイルばね1
7は中空状積層ゴム3の上フランジ15と支持部材7の
被免震体取付座の間にセットされている。これは、地震
時に第1のコイルばね4が予想以上の大きなせん断変形
を受けることによって、第1のコイルばね4が座屈する
ことを防止するための安全装置の役目をさせるものであ
る。The difference between the embodiment shown in FIG. 2 and the embodiment shown in FIG. 1 is that the second coil spring 17 supporting the support member 7 It is established between Specifically, the second coil spring 1
7 is set between the upper flange 15 of the hollow laminated rubber 3 and the seismically isolated body mounting seat of the support member 7. This serves as a safety device to prevent the first coil spring 4 from buckling due to the first coil spring 4 receiving larger than expected shear deformation during an earthquake.
第2のコイルばね17の設計に際しては、第1のコイル
ばね4で被免震体2の大部分の重量を支持し、第2のコ
イルばね17にはそのばねが上下方向の許容変形分の変
形を生じる程度の荷重を受け持たせるか、あるいは第1
のコイルばね4が座屈するときにのみ作動するように、
上下方向の許容変形程度のギャップを支持部材7と第2
のコイルばね17との間にとることを考慮すればよい。When designing the second coil spring 17, the first coil spring 4 supports most of the weight of the seismically isolated body 2, and the second coil spring 17 is designed to accommodate the allowable deformation in the vertical direction. The first
so that it operates only when the coil spring 4 of
The support member 7 and the second
It is only necessary to consider the distance between the coil spring 17 and the coil spring 17.
第2図の実施例によれば、先の第1図の実施例と同様の
効果が期待されるほか、大きな地震などで第1コイルば
ね4が座屈することを防止でき、信頼性の高い3次元免
震装置を提供することができる。The embodiment shown in FIG. 2 is expected to have the same effects as the embodiment shown in FIG. A dimensional seismic isolation device can be provided.
次に1図示しないが1本発明のさらに他の実施例として
は、中空状積層ゴムの外部に並列に第1のコイルばねを
配置する構成とすることも可能である。Next, although not shown in the drawings, as yet another embodiment of the present invention, it is also possible to arrange first coil springs in parallel outside the hollow laminated rubber.
なお、上述したように、本発明の3次元免震装置は、常
時微動に対する防振効果および機器から発生する振動に
対する防振効果を発揮することができる。Note that, as described above, the three-dimensional seismic isolation device of the present invention can exhibit a vibration-proofing effect against constant microtremors and a vibration-proofing effect against vibrations generated from equipment.
第3図は1本発明の3次元免震装置を床免震に実施した
例を示す略示構成図である。すなわち、被免震体として
床20を、前述の各実施例に相当する3次元免震装置2
1で支持したものである。FIG. 3 is a schematic configuration diagram showing an example in which the three-dimensional seismic isolation device of the present invention is applied to floor seismic isolation. That is, the floor 20 is used as a seismically isolated body, and the three-dimensional seismic isolation device 2 corresponding to each of the above-mentioned embodiments is used.
This is what was supported in 1.
例えば、コンピュータあるいは半導体製造設備等を支持
する床レベルにおいて、本発明の3次元免震装置を複数
台用いて免震・防振床として実施する。For example, a plurality of three-dimensional seismic isolation devices of the present invention may be used as a seismic isolation/vibration isolation floor on a floor level that supports computers, semiconductor manufacturing equipment, etc.
[発明の効果コ
以上述べたように、本発明によれば、中空状積層ゴムと
コイルばねとを並列に配置することにより、被免震体の
重量をコイルばねで一部支持することができるので、積
層ゴムのクリープのない軽量構造物用の3次元免震装置
を提供することができる。[Effects of the Invention] As described above, according to the present invention, by arranging the hollow laminated rubber and the coil spring in parallel, the weight of the seismically isolated body can be partially supported by the coil spring. Therefore, it is possible to provide a three-dimensional seismic isolation device for lightweight structures without creep of laminated rubber.
第1図は、本発明の一実施例に係る3次元免震装置の縦
断面図、第2図は、本発明の他の実施例に係る3次元免
震装置の縦断面図、第3図は、本発明の3次元免震装置
を床免震に実施した例を示す略示楕成図である。
1・・・基礎、2・・・被免震体、3・・・中空状積層
ゴム、4・・・第1のコイルばね、6・・・ガイド部材
、7・・・支持部材、8・・・抵抗円板、9・・・スペ
ーサ部材、11・・・移動体、lla・・・抵抗板、1
2・・・仕切り板、13・・・粘性体、17・・・第2
のコイルばね。FIG. 1 is a longitudinal cross-sectional view of a three-dimensional seismic isolation device according to one embodiment of the present invention, FIG. 2 is a longitudinal cross-sectional view of a three-dimensional seismic isolation device according to another embodiment of the present invention, and FIG. 1 is a schematic elliptical diagram showing an example in which the three-dimensional seismic isolation device of the present invention is applied to floor seismic isolation. DESCRIPTION OF SYMBOLS 1... Foundation, 2... Seismic isolation body, 3... Hollow laminated rubber, 4... First coil spring, 6... Guide member, 7... Support member, 8... ...Resistance disk, 9...Spacer member, 11...Moving body, lla...Resistance plate, 1
2... Partition plate, 13... Viscous body, 17... Second
coil spring.
Claims (1)
て、積層ゴムと、この積層ゴムに並列に設けたコイルば
ねと、前記積層ゴムの被免震体側と前記被免震体との相
対変位を鉛直方向のみに制限する手段とを備え、前記被
免震体を、当該被免震体の鉛直方向の動きより前記積層
ゴムの鉛直方向の動きが小さくなるように前記コイルば
ねにて支持することを特徴とする3次元免震装置。 2、特許請求の範囲第1項記載のものにおいて、積層ゴ
ムは中空状に形成されたものとし、この中空部に円板を
多層に配置し、その円板間の間隙を一定に保つためのス
ペーサを設けたことを特徴とする3次元免震装置。 3、基礎と被免震体との間に設けられる免震装置であっ
て、中空状の積層ゴムと、この積層ゴムの中空部に設け
たコイルばねと、前記積層ゴムの被免震体側と前記被免
震体との相対変位を鉛直方向のみに制限する手段と、前
記被免震体を前記コイルばねに支持せしめるための支持
部材とを備え、かつ、前記積層ゴムの中空部に、前記コ
イルばねの外径より大きい穴部を有するリング状の円板
を多層に配置し、その円板間の間隙を一定に保つための
スペーサを設けたことを特徴とする3次元免震装置。 4、基礎と被免震体との間に設けられる免震装置であっ
て、中空状の積層ゴムと、この積層ゴムの中空部に設け
た第1のコイルばねと、前記積層ゴムの被免震体側と前
記被免震体との相対変位を鉛直方向のみに制限する手段
と、前記被免震体を前記コイルばねに支持せしめるため
の支持部材とを備え、かつ、前記積層ゴムの中空部に、
前記コイルばねの外径より大きい穴部を有するリング状
の円板を多層に配置し、その円板間の間隙を一定に保つ
ためのスペーサを設けるとともに、前記積層ゴムの被免
震体側と被免震体との間に第2のコイルばねを設けたこ
とを特徴とする3次元免震装置。 5、特許請求の範囲第2項ないし第4項記載のもののい
ずれかにおいて、中空状の積層ゴムの中空部に多層に配
置した円板が浸漬されるように前記中空部に粘性体を満
たしたことを特徴とする3次元免震装置。 6、特許請求の範囲第3項または第4項記載のもののい
ずれかにおいて、被免震体をコイルばねに支持せしめる
ための支持部材は、抵抗板を具備した移動体と、中空状
の積層ゴムの中空部に設けたコイルばねのばね受け部と
なる仕切り板とを有し、前記移動体の抵抗板と前記仕切
り板とが浸漬される程度に前記中空部に粘性体を満たし
、その粘性体の上部に空間領域を有するように形成した
ものであることを特徴とする3次元免震装置。[Scope of Claims] 1. A seismic isolation device provided between a foundation and a seismically isolated body, which comprises a laminated rubber, a coil spring provided in parallel to the laminated rubber, and a seismically isolated base of the laminated rubber. means for limiting the relative displacement between the body side and the seismically isolated body only in the vertical direction, the movement of the laminated rubber in the vertical direction of the seismically isolated body is less than the vertical movement of the seismically isolated body. A three-dimensional seismic isolation device, characterized in that it is supported by the coil spring so as to be small. 2. In the product described in claim 1, the laminated rubber is formed in a hollow shape, and discs are arranged in this hollow part in multiple layers, and the gap between the discs is kept constant. A three-dimensional seismic isolation device characterized by providing a spacer. 3. A seismic isolation device installed between a foundation and a seismically isolated body, which includes a hollow laminated rubber, a coil spring provided in the hollow part of the laminated rubber, and a side of the seismically isolated body of the laminated rubber. means for limiting relative displacement with the seismically isolated body only in the vertical direction; and a support member for supporting the seismically isolated body on the coil spring; A three-dimensional seismic isolation device characterized in that ring-shaped disks each having a hole larger than the outer diameter of a coil spring are arranged in multiple layers, and a spacer is provided to maintain a constant gap between the disks. 4. A seismic isolation device installed between a foundation and a seismically isolated body, which includes a hollow laminated rubber, a first coil spring provided in the hollow part of the laminated rubber, and a seismic isolation device of the laminated rubber. a hollow portion of the laminated rubber, comprising: means for limiting relative displacement between the seismic body side and the seismically isolated body only in the vertical direction; and a support member for supporting the seismically isolated body on the coil spring; To,
Ring-shaped discs each having a hole larger than the outer diameter of the coil spring are arranged in multiple layers, and a spacer is provided to keep the gap between the discs constant. A three-dimensional seismic isolation device characterized in that a second coil spring is provided between the seismic isolation body. 5. In any one of claims 2 to 4, the hollow part of the hollow laminated rubber is filled with a viscous material so that the discs arranged in multiple layers are immersed in the hollow part. A three-dimensional seismic isolation device characterized by: 6. In either of claims 3 or 4, the supporting member for supporting the seismically isolated body on the coil spring comprises a moving body equipped with a resistance plate and a hollow laminated rubber. a partition plate that serves as a spring receiving part for a coil spring provided in a hollow part; the hollow part is filled with a viscous material to the extent that the resistance plate of the moving body and the partition plate are immersed; A three-dimensional seismic isolation device characterized in that it is formed so as to have a spatial region above it.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26274788A JPH02113144A (en) | 1988-10-20 | 1988-10-20 | Three dimensional vibration free device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26274788A JPH02113144A (en) | 1988-10-20 | 1988-10-20 | Three dimensional vibration free device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02113144A true JPH02113144A (en) | 1990-04-25 |
Family
ID=17380028
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26274788A Pending JPH02113144A (en) | 1988-10-20 | 1988-10-20 | Three dimensional vibration free device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02113144A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06346628A (en) * | 1993-06-10 | 1994-12-20 | Kajima Corp | Three-dimensional base isolation device |
CN100425865C (en) * | 2006-04-11 | 2008-10-15 | 友达光电股份有限公司 | Shock absorber for bicycle |
CN106122368A (en) * | 2016-08-17 | 2016-11-16 | 中国机械工业集团有限公司 | A kind of sleeve embedded with spring guide tracked three-way vibration control method |
CN106969080A (en) * | 2017-05-25 | 2017-07-21 | 冯德军 | damping device for automobile suspension system |
-
1988
- 1988-10-20 JP JP26274788A patent/JPH02113144A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06346628A (en) * | 1993-06-10 | 1994-12-20 | Kajima Corp | Three-dimensional base isolation device |
CN100425865C (en) * | 2006-04-11 | 2008-10-15 | 友达光电股份有限公司 | Shock absorber for bicycle |
CN106122368A (en) * | 2016-08-17 | 2016-11-16 | 中国机械工业集团有限公司 | A kind of sleeve embedded with spring guide tracked three-way vibration control method |
CN106969080A (en) * | 2017-05-25 | 2017-07-21 | 冯德军 | damping device for automobile suspension system |
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