JPH039268B2 - - Google Patents

Info

Publication number
JPH039268B2
JPH039268B2 JP60204527A JP20452785A JPH039268B2 JP H039268 B2 JPH039268 B2 JP H039268B2 JP 60204527 A JP60204527 A JP 60204527A JP 20452785 A JP20452785 A JP 20452785A JP H039268 B2 JPH039268 B2 JP H039268B2
Authority
JP
Japan
Prior art keywords
support
elastic member
supported body
seismic isolation
supported
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
JP60204527A
Other languages
Japanese (ja)
Other versions
JPS6268975A (en
Inventor
Akinaga Katsube
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP20452785A priority Critical patent/JPS6268975A/en
Publication of JPS6268975A publication Critical patent/JPS6268975A/en
Publication of JPH039268B2 publication Critical patent/JPH039268B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 産業上の利用分野 この発明は免震装置に関するもので、建築物、
橋梁、液体を収容するタンク、建築物内に設けた
コンピユーターその他の機器の免震に使用したり
あるいは免震床を構成するものである。
[Detailed description of the invention] Industrial application field This invention relates to a seismic isolation device,
It is used for seismic isolation of bridges, tanks containing liquids, computers and other equipment installed in buildings, or to form seismic isolation floors.

従来の技術 従来建築物、橋梁等の免震装置としてゴムと剛
性板を交互に積層した積層ゴムを介して被支持体
を支持体に対して支持して固有振動数を低くする
ことが行われている。このような積層ゴムは被支
持体が支持体に対してどんな水平方向に変位して
もその変位に比例した復元力を与えることができ
る点に大きい特長のあるものである。しかしなが
ら、常時大きい荷重が作用しかつ長期間使用する
ものであるため容易に製造できなく高価になると
いう欠点のあるものである。さらに水平方向には
容易にせん断変形するが、上下方向には剛性が大
きくて変位する量が小さいものである。そのた
め、一方の弾性部材は上下方向に圧縮されかつ他
方の弾性部材は伸長して被支持体が水平な軸線回
りに往復回動する振動が発生し易くなり、その固
有振動数はかなり高くて、地震に含まれる振動数
の範囲になり地震の場合大きく振動する可能性が
ある。したがつて、建築物の免震装置の場合比較
的低い建築物に限られた。又、比較的小さい機器
等を免震支持できる実用的な免震装置が全く用い
られていなかつた。さらに又、免震装置の固有振
動数を低くしようとすると積層ゴムの高さが高く
なつて安定よく支持できなく実用できないもので
あつた。
Conventional technology Conventionally, as a seismic isolation device for buildings, bridges, etc., a supported body is supported on a support body through laminated rubber made by alternately laminating rubber and rigid plates to lower the natural frequency. ing. A great feature of such laminated rubber is that it can provide a restoring force proportional to the displacement of the supported body in any horizontal direction relative to the support. However, it is disadvantageous in that it is not easy to manufacture and is expensive because it is constantly subjected to a large load and is used for a long period of time. Furthermore, although it easily undergoes shear deformation in the horizontal direction, it has high rigidity and only a small amount of displacement in the vertical direction. Therefore, one elastic member is compressed in the vertical direction and the other elastic member is expanded, making it easy to generate vibrations in which the supported body reciprocates around a horizontal axis, and its natural frequency is quite high. This is within the range of frequencies included in earthquakes, and there is a possibility of large vibrations in the event of an earthquake. Therefore, the use of seismic isolation devices for buildings is limited to relatively low buildings. Furthermore, no practical seismic isolation device capable of seismically supporting relatively small equipment was used. Furthermore, if an attempt was made to lower the natural frequency of the seismic isolation device, the height of the laminated rubber would increase, making it impossible to support it stably, making it impractical.

発明が解決しようとする課題 この発明は従来の免震装置の積層ゴムと同様に
あらゆる水平方向に被支持体が支持体に対して変
位しても常に変位に比例した復元力を与えること
ができるゴム状弾性を有するもので常時荷重が作
用しないようにして安価にかつ容易に製造できか
つ長期間の使用に耐えるようにした弾性部材を用
いる免震装置を提供するものである。この発明は
又、水平な軸線回りの振動を防止して比較的高い
建築物の免震にも適するようにした免震装置ある
いは比較的小さい機器等を免震支持できる実用的
な免震装置も提供しようとするものである。さら
に又、この発明は弾性部材の高さが高くなつても
不安定にならないように構成できて低い固有振動
数も容易に得られる免震装置を提供するものであ
る。
Problems to be Solved by the Invention This invention, like the laminated rubber of conventional seismic isolation devices, can always provide a restoring force proportional to the displacement even if the supported body is displaced relative to the support in any horizontal direction. An object of the present invention is to provide a seismic isolation device using an elastic member that has rubber-like elasticity so that no load is constantly applied, can be manufactured inexpensively and easily, and can withstand long-term use. This invention also provides a practical seismic isolation device that prevents vibrations around a horizontal axis and is suitable for seismic isolation of relatively tall buildings, or that can seismically support relatively small equipment. This is what we are trying to provide. Furthermore, the present invention provides a seismic isolation device that can be constructed so that it does not become unstable even when the height of the elastic member increases, and that can easily obtain a low natural frequency.

課題を解決するための手段 この発明はそれぞれ上下両端を被支持体と支持
体の一方と他方に結合して配置した上下方向に延
びる弾性部材と、前記被支持体の重量の大部分を
支持体に対して前記弾性部材を介することなくし
て支持する支持部とを有する免震装置であつて、
前記弾性部材はゴム状弾性を有し両端部が前記被
支持体と支持体に一体になるように固着してあつ
て被支持体が支持体に対してあらゆる水平方向に
変位することを許容し変位すると常にせん断変形
して弾性復元力を与えるものでありかつ被支持体
が支持体に対して変位しない状態では殆どせん断
歪を有しないものであることを特徴とする免震装
置を提供するものである。
Means for Solving the Problems The present invention includes an elastic member extending in the vertical direction whose upper and lower ends are connected to one and the other of a supported body and a supporting body, respectively, and a supporting body that absorbs most of the weight of the supported body. A seismic isolation device having a support portion that supports the base without using the elastic member,
The elastic member has rubber-like elasticity and has both ends fixed to the supported body and the supporting body so as to be integral with the supported body, and allows the supported body to be displaced in any horizontal direction with respect to the supporting body. To provide a seismic isolation device which is always sheared and gives elastic restoring force when displaced, and has almost no shear strain when the supported body is not displaced with respect to the supporting body. It is.

実施例 以下図面を参照しながらこの発明の実施例につ
いて説明する。
Embodiments Hereinafter, embodiments of the present invention will be described with reference to the drawings.

第1図と第2図に示すこの発明の一実施例にお
いて、10は被支持体、12は例えば金属板等で
単一構造に構成した支持体である。支持体12は
床25上に配置してある。13は被支持体10を
支持体12に対して支持するための4個の支持部
で、下端に自在車輪よりなる転動部材15が設け
てある。被支持体10の重量はすべて支持部13
を介して支持体12に支持されるようになつてい
る。16はゴムよりなる1個の弾性部材で、下端
部のフランジは複数個のボルト18により支持体
12に固着してあり、かつ上端部のフランジはボ
ルト21により被支持体10の底部に取外し可能
に固着してある。弾性部材16は複数個設けてあ
つてもよく、かつ鋼材等の剛性板とゴムを交互に
積層して構成した積層ゴムを用いてもよいが、実
際上その必要は殆どなく常時荷重が作用しないた
め剛性板の個数は非常に少なくてもよいものであ
る。
In one embodiment of the present invention shown in FIGS. 1 and 2, 10 is a supported body, and 12 is a supporting body made of, for example, a metal plate or the like and having a single structure. The support 12 is arranged on a floor 25. Reference numeral 13 designates four support parts for supporting the supported body 10 with respect to the support body 12, and a rolling member 15 consisting of a free wheel is provided at the lower end. All the weight of the supported body 10 is transferred to the support part 13
It is designed to be supported by the support body 12 via. 16 is one elastic member made of rubber, the flange at the lower end is fixed to the support body 12 by a plurality of bolts 18, and the flange at the upper end can be removed from the bottom of the supported body 10 by bolts 21. It is fixed to. A plurality of elastic members 16 may be provided, and laminated rubber made by alternately laminating rigid plates such as steel and rubber may be used, but in reality, this is hardly necessary and no load is constantly applied. Therefore, the number of rigid plates may be very small.

前記被支持体10を支持体12に対して水平方
向に変位させることができ、この場合には支持部
13の転動部材15が転動するようになつてお
り、かつ変位すると弾性部材16主としてせん断
歪による弾性変形をすることになる。この弾性変
形によつて被支持体10は復元力を受け振動する
ことになる。この固有振動数は地震に含まれない
ような例えば1Hz以下になるようにしてあつて地
震の場合大きく揺れることが殆ど防止できる。地
震の場合被支持体10は支持体12に対して変位
するが、支持体12は例えばコンクリートよりな
る床25に対する摩擦係数が大きくかつ被支持体
10のすべての重量を支持しているため大きい摩
擦力があつて殆ど動かないようになつている。必
要に応じ支持体12は床25に固定してあつても
よい。
The supported body 10 can be displaced in the horizontal direction with respect to the support body 12, and in this case, the rolling member 15 of the support portion 13 is adapted to roll, and when displaced, the elastic member 16 mainly This results in elastic deformation due to shear strain. Due to this elastic deformation, the supported body 10 receives a restoring force and vibrates. By setting this natural frequency to 1 Hz or less, which is not included in earthquakes, it is possible to almost prevent large shaking in the event of an earthquake. In the case of an earthquake, the supported body 10 is displaced with respect to the supporting body 12, but the supporting body 12 has a large coefficient of friction against the floor 25 made of concrete, for example, and supports the entire weight of the supported body 10, so the friction is large. It has become so powerful that it can barely move. The support 12 may be fixed to the floor 25 if necessary.

第3図に示すこの発明の他の実施例においては
被支持体10の下面よりなる支持部13が支持体
12の上面に転動可能に設けた球よりなる転動部
材15に支持してある。30は被支持体10の中
央付近から水平に外方に延びるように固着した板
部材、31は支持体12に上方へ延びるように設
けた複数個の取付部材である。弾性部材16は板
部材30の上面と下面からそれぞれ上方及び下方
に延びて取付部材31に固定するように設けてあ
る。このような構造にすれば地震の場合被支持体
10が傾斜することを防止できるものである。一
般に弾性部材16は下端部を被支持体10に連結
するもののみを設けてもよい。
In another embodiment of the present invention shown in FIG. 3, a support portion 13 consisting of the lower surface of the supported body 10 is supported by a rolling member 15 consisting of a ball provided so as to be able to roll on the upper surface of the support body 12. . Reference numeral 30 indicates a plate member fixedly extending horizontally outward from the vicinity of the center of the supported body 10, and reference numeral 31 indicates a plurality of attachment members provided on the support body 12 so as to extend upward. The elastic members 16 are provided so as to extend upward and downward from the upper and lower surfaces of the plate member 30, respectively, and are fixed to the mounting member 31. With such a structure, it is possible to prevent the supported body 10 from tilting in the event of an earthquake. In general, only the elastic member 16 that connects the lower end to the supported body 10 may be provided.

第4図に示すこの発明の他の実施例は種々の機
器33を固着することのできる可動台35を有し
ており、この可動台と機器33が被支持体10と
なるものである。可動台35には下方に延びる支
持部13が設けてあつて支持体12上に設けた多
数の球よりなる転動部材15の支持されている。
このような構造は予め製造した装置に種々の機器
33を支持させることができ、かつ免震床として
使用するにも適するものである。
Another embodiment of the present invention shown in FIG. 4 has a movable base 35 to which various devices 33 can be fixed, and this movable base and the devices 33 serve as the supported body 10. The movable table 35 is provided with a support portion 13 extending downward, and a rolling member 15 formed of a large number of balls provided on the support body 12 is supported.
Such a structure allows a pre-manufactured device to support various types of equipment 33, and is also suitable for use as a seismic isolation floor.

第5図に示すこの発明の他の実施例において、
被支持体10はこれに固着した板部材30を有し
ておりかつ下面の支持部13は転動部材を介する
ことなく支持体12に滑動可能に支持してある。
37は支持体12に設けた複数個の取付部材(1
個のみ図示してある)である。38は各取付部材
37に図示のように螺合して貫通する1対のハン
ドルで、先端部に板部材30を上下から挾んで摩
擦力を与える摩擦部材40が設けてあつて被支持
体10が動く場合摩擦減衰力を及ぼすようになつ
ている。この実施例においては地震の場合被支持
体10の支持部13と支持体12間の摩擦力及び
摩擦部材40と板部材30間の摩擦力が作用する
が、支持体12と床25間の摩擦力が十分大きく
なるようにするか又は支持体12を床25に固着
して支持体12が床25に対して動かないように
構成してある。
In another embodiment of the invention shown in FIG.
The supported body 10 has a plate member 30 fixed thereto, and the support portion 13 on the lower surface is slidably supported on the support body 12 without intervening a rolling member.
Reference numeral 37 indicates a plurality of mounting members (1
(only one is shown). Reference numeral 38 denotes a pair of handles that are screwed together and penetrate through each mounting member 37 as shown in the figure, and a friction member 40 that applies a frictional force by sandwiching the plate member 30 from above and below is provided at the tip end thereof. When it moves, it exerts a frictional damping force. In this embodiment, in the case of an earthquake, the friction force between the support part 13 of the supported body 10 and the support body 12 and the friction force between the friction member 40 and the plate member 30 act, but the friction force between the support body 12 and the floor 25 acts. The force is made sufficiently large, or the support 12 is fixed to the floor 25 so that the support 12 does not move relative to the floor 25.

第6図に示すこの発明の他の実施例において、
コンクリートよりなる床がそのまま支持体12を
構成しており、この支持体には弾性部材16の下
端部が埋設され、かつ被支持体10の支持部30
を支持する部分に多数の転動部材15を保持する
金属製部材42が埋設してある。
In another embodiment of the invention shown in FIG.
The floor made of concrete constitutes the support body 12 as it is, and the lower end of the elastic member 16 is buried in this support body, and the support part 30 of the supported body 10 is buried in this support body.
A metal member 42 that holds a large number of rolling members 15 is embedded in the portion that supports the.

この発明において例えば油圧ダンパー等の図示
してない減衰装置を付加してもよい。
In this invention, a damping device (not shown) such as a hydraulic damper may be added.

発明の効果 この発明は従来の積層ゴムと同様に被支持体1
0が支持体12に対してあらゆる水平方向に変位
すると常に弾性復元力を与える弾性部材16を用
いるものにおいて、弾性部材16に常時被支持体
10から重量が作用しなくかつせん断歪もない状
態に維持できるため弾性部材16は非常に容易に
かつ安価に製造することができるようになり長期
間の使用に耐えられるという効果を有するもので
ある。又、この発明によれば地震の場合被支持体
10が高い周波数の水平方向の軸線回りの固有振
動がなく主として水平方向にのみ振動可能で高い
建築物等でも良好に免震できたり、あるいは比較
的小さい機器の免震に使用されたり、さらに高さ
の高い弾性部材16を用いても不安定にならない
ため低い固有振動数の免震装置も提供できるよう
になる等の利点を有するものである。
Effects of the Invention This invention provides support for the supported body 1 in the same way as the conventional laminated rubber.
0 is displaced in any horizontal direction with respect to the supporting body 12, the elastic member 16 that always gives an elastic restoring force is used, and the elastic member 16 is always in a state where no weight acts from the supported body 10 and no shear strain. Since it can be maintained, the elastic member 16 can be manufactured very easily and at low cost, and has the effect of being able to withstand long-term use. Further, according to the present invention, in the event of an earthquake, the supported body 10 does not have high-frequency natural vibration around the axis in the horizontal direction, and can mainly vibrate only in the horizontal direction, so that even tall buildings etc. can be seismically isolated well, or compared to It has the advantage that it can be used for seismic isolation of small-scale equipment, and that it does not become unstable even when a tall elastic member 16 is used, so it is possible to provide a seismic isolation device with a low natural frequency. .

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

第1図はこの発明の一実施例を示す正面図、第
2図は第1図におけるA−A断面図、第3図乃至
第6図はこの発明のそれぞれ異つた他の実施例を
部分的に断面としたり部分的に除去して示す正面
図である。 10は被支持体、12は支持体、15は転動部
材、16は弾性部材。
FIG. 1 is a front view showing one embodiment of the present invention, FIG. 2 is a sectional view taken along line A-A in FIG. 1, and FIGS. 3 to 6 partially show different embodiments of the present invention. FIG. 3 is a front view shown in cross section or partially removed. 10 is a supported body, 12 is a support body, 15 is a rolling member, and 16 is an elastic member.

Claims (1)

【特許請求の範囲】 1 それぞれ上下両端を被支持体と支持体の一方
と他方に結合して配置した上下方向に延びる弾性
部材と、前記被支持体の重量の大部分を支持体に
対して前記弾性部材を介することなくして支持す
る支持部とを有する免震装置であつて、前記弾性
部材はゴム状弾性を有し両端部が前記被支持体と
支持体に一体になるように固着してあつて被支持
体が支持体に対してあらゆる水平方向に変位する
ことを許容し変位すると常にせん断変形して弾性
復元力を与えるものでありかつ被支持体が支持体
に対して変位しない状態では殆どせん断歪を有し
ないものであることを特徴とする免震装置。 2 特許請求の範囲第1項記載の免震装置であつ
て、前記弾性部材は剛性板を内蔵しないゴムで構
成してあることを特徴とする免震装置。
[Scope of Claims] 1. An elastic member extending in the vertical direction whose upper and lower ends are connected to one and the other of a supported body and a supporting body, respectively; A seismic isolation device having a support part that supports the support without using the elastic member, wherein the elastic member has rubber-like elasticity and both ends are fixed to the supported body and the support body so as to be integral with each other. A state in which the supported body is allowed to be displaced in any horizontal direction relative to the support, and when displaced, it is always sheared and deformed to provide elastic restoring force, and the supported body does not displace with respect to the support. A seismic isolation device characterized by having almost no shear strain. 2. The seismic isolation device according to claim 1, wherein the elastic member is made of rubber without a built-in rigid plate.
JP20452785A 1985-09-18 1985-09-18 Earthquake damping apparatus Granted JPS6268975A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20452785A JPS6268975A (en) 1985-09-18 1985-09-18 Earthquake damping apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20452785A JPS6268975A (en) 1985-09-18 1985-09-18 Earthquake damping apparatus

Publications (2)

Publication Number Publication Date
JPS6268975A JPS6268975A (en) 1987-03-30
JPH039268B2 true JPH039268B2 (en) 1991-02-08

Family

ID=16492009

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20452785A Granted JPS6268975A (en) 1985-09-18 1985-09-18 Earthquake damping apparatus

Country Status (1)

Country Link
JP (1) JPS6268975A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0196544U (en) * 1987-12-18 1989-06-27
JP2631901B2 (en) * 1990-04-18 1997-07-16 明長 勝部 Seismic isolation / damping device
JP4936903B2 (en) * 2007-01-05 2012-05-23 株式会社ハウステック Seismic isolation device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60211142A (en) * 1984-04-04 1985-10-23 Toshiba Corp Quake damping device

Also Published As

Publication number Publication date
JPS6268975A (en) 1987-03-30

Similar Documents

Publication Publication Date Title
JP5079766B2 (en) Isolation platform
JPH05141463A (en) Laminated rubber and vibration control device for structure using laminated rubber
JPH10184094A (en) Damping mechanism, seismic isolation structure and damping device using the same
JPH08158697A (en) Seismic isolation method and seismic isolation device used for the method
JPH039268B2 (en)
JPH02266135A (en) Three-dimensional seismic isolation/vibration isolation device
JPH11200661A (en) Vibration control method for connected structure
JP3747282B2 (en) Hybrid seismic isolation device
JPH0414613Y2 (en)
JPH0914346A (en) Base isolation device
JPS6286265A (en) Earthquake-proof floor construction method and floor earthquake-proof apparatus
JP2003097086A (en) Seismic isolated building and its construction method
JP2000104420A (en) Base isolation structure
JP2907310B2 (en) Vibration isolation device
JP2631901B2 (en) Seismic isolation / damping device
JP3254919B2 (en) Three-dimensional seismic isolation device
JPH11166591A (en) Low floor seismic isolation device for display cases
JP2002098188A (en) Vibration isolation structure with damping function
JPH11303455A (en) Mounting structure of seismic isolation device for lightweight steel structures
JPH033724Y2 (en)
JP3138538U (en) Seismic pedestal and stepped wedge for preventing malfunction
JP2990532B2 (en) Seismic isolation device for lightweight buildings
JPS6332278Y2 (en)
JPH069260Y2 (en) Seismic isolation device
JP2552406B2 (en) Vertical damping system for large-scale structures