JPH0264604U - - Google Patents

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Publication number
JPH0264604U
JPH0264604U JP14461788U JP14461788U JPH0264604U JP H0264604 U JPH0264604 U JP H0264604U JP 14461788 U JP14461788 U JP 14461788U JP 14461788 U JP14461788 U JP 14461788U JP H0264604 U JPH0264604 U JP H0264604U
Authority
JP
Japan
Prior art keywords
seismic isolation
support unit
support
mounting plate
elastic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP14461788U
Other languages
Japanese (ja)
Other versions
JPH0640242Y2 (en
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 filed Critical
Priority to JP1988144617U priority Critical patent/JPH0640242Y2/en
Publication of JPH0264604U publication Critical patent/JPH0264604U/ja
Application granted granted Critical
Publication of JPH0640242Y2 publication Critical patent/JPH0640242Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Description

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

第1図は第1実施例に係かる免震支持ユニツト
の要部断面側面図、第2図は第1図の―線断
面図、第3図は第2実施例に係かる免震支持ユニ
ツトの側面図、第4図は第3図の―線断面図
、第5図及び第6図は夫々第3、第4実施例に係
かる免震支持ユニツトの要部断面側面図である。 尚図中1,51,81,111は免震支持ユニ
ツト、3は上取付板、5は下取付板、9,53,
91,121はエネルギ吸収体、11は弾性支持
体、55は補助多段型弾性支持体、83,113
は単一型弾性支持体である。
Fig. 1 is a cross-sectional side view of essential parts of a seismic isolation support unit according to the first embodiment, Fig. 2 is a sectional view taken along the line - - in Fig. 1, and Fig. 3 is a seismic isolation support unit according to the second embodiment. FIG. 4 is a sectional view taken along the line -- in FIG. 3, and FIGS. 5 and 6 are sectional side views of essential parts of seismic isolation support units according to third and fourth embodiments, respectively. In the figure, 1, 51, 81, 111 are seismic isolation support units, 3 is an upper mounting plate, 5 is a lower mounting plate, 9, 53,
91, 121 is an energy absorber, 11 is an elastic support, 55 is an auxiliary multi-stage elastic support, 83, 113
is a single type elastic support.

Claims (1)

【実用新案登録請求の範囲】 (1) 構造体とこの構造体を支持する支持体との
間に配設される免震支持ユニツトであつて、 前記免震支持ユニツトは水平方向に間隔をおい
て配設された少なくとも三つ以上の多段型弾性支
持体を備え、 各多段型弾性支持体は少なくとも二つ以上の弾
性支持体が上下方向に積み重ねて形成され、 各多段型弾性支持体を形成する弾性支持体の上
下の接続部分は共通の連結板で連結されている免
震支持ユニツトにおいて、 免震支持ユニツトを構成する全ての多段型弾性
支持体のほぼ中心に位置する箇所に、構造体側と
支持体側とにわたつて縦設され、水平方向の動き
に対して減衰機能を発揮するエネルギ吸収体を備
えた、 ことを特徴とする免震支持ユニツト。 (2) 前記免震支持ユニツトは構造体側に取付け
られる上取付板と、支持体側に取付けられる下取
付板とを備え、 エネルギ吸収体は上取付板と連結板の各孔に挿
通し嵌合することでこれら上取付板と連結板に夫
々結合され、 下取付板とエネルギ吸収体は該エネルギ吸収体
下端の水平方向の動きを不能とする取付手段で結
合されている請求項1記載の免震支持ユニツト。 (3) 前記免震支持ユニツトを構成する全ての多
段型弾性支持体の中心に位置する箇所には補助多
段型弾性支持体が設けられ、 補助多段型弾性支持体は少なくとも二つ以上の
弾性支持体が上下方向に積み重ねて形成され、 積み重ねられた弾性支持体の上下の接続部分は
前記連結板に連結され、 エネルギ吸収体はこの各弾性支持体の内部に夫
々縦設されている請求項1記載の免震支持ユニツ
ト。 (4) 前記免震支持ユニツトを構成する全ての多
段型弾性支持体の中心に位置する箇所には、構造
体側と支持体側とにわたつて延出し中間部が連結
板に連結された単一型弾性支持体が設けられ、 エネルギ吸収体はこの単一型弾性支持体の内部
に縦設されている請求項1記載の免震支持ユニツ
ト。 (5) 前記免震支持ユニツトは構造体側に取付け
られる上取付板と、支持体側に取付けられる下取
付板とを備え、 単一型弾性支持体は上取付板と連結板の各孔に
挿通し嵌合することでこれら上取付板と連結板に
夫々結合され、 下取付板と単一型弾性支持体は該単一型弾性支
持体下端の水平方向の動きを不能とする取付手段
で結合されている請求項4記載の免震支持ユニツ
ト。
[Claims for Utility Model Registration] (1) A seismic isolation support unit disposed between a structure and a support that supports the structure, the seismic isolation support unit being spaced apart in the horizontal direction. at least three or more multi-stage elastic supports disposed in a row, each multi-stage elastic support being formed by stacking at least two or more elastic supports in the vertical direction, forming each multi-stage elastic support In the seismic isolation support unit, where the upper and lower connecting parts of the elastic supports are connected by a common connecting plate, the structure side 1. A seismic isolation support unit characterized by comprising an energy absorber that is installed vertically between the base and the support side and exhibits a damping function against horizontal movement. (2) The seismic isolation support unit includes an upper mounting plate that is attached to the structure side and a lower mounting plate that is attached to the support body side, and the energy absorber is inserted and fitted into each hole of the upper mounting plate and the connecting plate. 2. The seismic isolation device according to claim 1, wherein the upper mounting plate and the connecting plate are respectively coupled to each other, and the lower mounting plate and the energy absorber are coupled by a mounting means that prevents horizontal movement of the lower end of the energy absorber. support unit. (3) An auxiliary multi-stage elastic support is provided at the center of all the multi-stage elastic supports constituting the seismic isolation support unit, and the auxiliary multi-stage elastic support has at least two elastic supports. Claim 1, wherein the bodies are stacked vertically, the upper and lower connecting portions of the stacked elastic supports are connected to the connecting plate, and the energy absorbers are vertically installed inside each of the elastic supports. The seismic isolation support unit described. (4) At the center of all the multi-stage elastic supports constituting the seismic isolation support unit, there is a single type elastic support that extends between the structure side and the support side and whose intermediate part is connected to the connecting plate. 2. The seismic isolation support unit according to claim 1, wherein an elastic support is provided, and the energy absorber is vertically arranged inside the single elastic support. (5) The seismic isolation support unit includes an upper mounting plate that is attached to the structure side and a lower mounting plate that is attached to the supporting body side, and the single elastic support body is inserted through each hole in the upper mounting plate and the connecting plate. The upper mounting plate and the connecting plate are connected to each other by fitting, and the lower mounting plate and the single elastic support are connected by a mounting means that prevents horizontal movement of the lower end of the single elastic support. 5. The seismic isolation support unit according to claim 4.
JP1988144617U 1988-11-05 1988-11-05 Seismic isolation support unit Expired - Fee Related JPH0640242Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988144617U JPH0640242Y2 (en) 1988-11-05 1988-11-05 Seismic isolation support unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988144617U JPH0640242Y2 (en) 1988-11-05 1988-11-05 Seismic isolation support unit

Publications (2)

Publication Number Publication Date
JPH0264604U true JPH0264604U (en) 1990-05-15
JPH0640242Y2 JPH0640242Y2 (en) 1994-10-19

Family

ID=31412481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988144617U Expired - Fee Related JPH0640242Y2 (en) 1988-11-05 1988-11-05 Seismic isolation support unit

Country Status (1)

Country Link
JP (1) JPH0640242Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000291733A (en) * 1999-04-05 2000-10-20 Taisei Corp Composite seismic isolation unit and seismic isolation structure

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60168875A (en) * 1984-02-09 1985-09-02 株式会社竹中工務店 Earthquake-proof support apparatus
JPS6114340A (en) * 1984-06-29 1986-01-22 株式会社ブリヂストン Earthquake-proof support apparatus
JPS629045A (en) * 1985-07-08 1987-01-17 Bridgestone Corp Vibration damping device
JPS62101763A (en) * 1985-10-28 1987-05-12 鹿島建設株式会社 Seismic isolation device
JPS62141330A (en) * 1985-12-16 1987-06-24 Toshiba Corp Earthquake-force reducing device
JPS63114774A (en) * 1986-10-31 1988-05-19 株式会社竹中工務店 Vibration damping apparatus of building
JPH01290842A (en) * 1988-05-19 1989-11-22 Bridgestone Corp Damper device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60168875A (en) * 1984-02-09 1985-09-02 株式会社竹中工務店 Earthquake-proof support apparatus
JPS6114340A (en) * 1984-06-29 1986-01-22 株式会社ブリヂストン Earthquake-proof support apparatus
JPS629045A (en) * 1985-07-08 1987-01-17 Bridgestone Corp Vibration damping device
JPS62101763A (en) * 1985-10-28 1987-05-12 鹿島建設株式会社 Seismic isolation device
JPS62141330A (en) * 1985-12-16 1987-06-24 Toshiba Corp Earthquake-force reducing device
JPS63114774A (en) * 1986-10-31 1988-05-19 株式会社竹中工務店 Vibration damping apparatus of building
JPH01290842A (en) * 1988-05-19 1989-11-22 Bridgestone Corp Damper device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000291733A (en) * 1999-04-05 2000-10-20 Taisei Corp Composite seismic isolation unit and seismic isolation structure

Also Published As

Publication number Publication date
JPH0640242Y2 (en) 1994-10-19

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