JPS63174204U - - Google Patents
Info
- Publication number
- JPS63174204U JPS63174204U JP894787U JP894787U JPS63174204U JP S63174204 U JPS63174204 U JP S63174204U JP 894787 U JP894787 U JP 894787U JP 894787 U JP894787 U JP 894787U JP S63174204 U JPS63174204 U JP S63174204U
- Authority
- JP
- Japan
- Prior art keywords
- support member
- building
- during deformation
- support
- foundation
- 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 2
- 238000010586 diagram Methods 0.000 description 1
Description
図面は本考案免震支承構造の実施例を示すもの
であり、第１図はその断面斜視図、第２図は支承
部材の応力―歪み特性曲線図、第３図は使用例の
説明図である。
１は基礎部材、２は下部受部材、４は上部受部
材、６は可撓性支持板、７は可塑性材料、８は支
承部材、１４は建造物。
The drawings show an embodiment of the seismic isolation support structure of the present invention, and Fig. 1 is a cross-sectional perspective view thereof, Fig. 2 is a stress-strain characteristic curve of the support member, and Fig. 3 is an explanatory diagram of an example of use. be. 1 is a foundation member, 2 is a lower support member, 4 is an upper support member, 6 is a flexible support plate, 7 is a plastic material, 8 is a support member, and 14 is a building.
Claims (1)
が載置支持される上部受部材との間に、複数の可
撓性支持板とその支持板間に有せしめた可塑性材
料とよりなる支承部材を設け、この支承部材によ
つて地震や他の振動による変形の往時と復時にお
ける応力―歪み特性曲線が異なるように構成し、
基礎部材より建造物に伝達される振動を吸収又は
減衰するようにしたことを特徴とする免震支承構
造。 A support member made of a plurality of flexible support plates and a plastic material interposed between the support plates is provided between the lower support member attached to the foundation member and the upper support member on which the building is placed and supported. The support member is configured so that the stress-strain characteristic curves during deformation due to earthquakes or other vibrations are different from those during deformation and return.
A seismic isolation support structure characterized by absorbing or attenuating vibrations transmitted from foundation members to a building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP894787U JPS63174204U (en) | 1987-01-23 | 1987-01-23 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP894787U JPS63174204U (en) | 1987-01-23 | 1987-01-23 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63174204U true JPS63174204U (en) | 1988-11-11 |
Family
ID=30793803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP894787U Pending JPS63174204U (en) | 1987-01-23 | 1987-01-23 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63174204U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100955706B1 (en) * | 2009-06-26 | 2010-05-03 | 하이콤 주식회사 | Structural and seismic damper and its strengthening techniques using multi-layered elastic-plastic castellated plates and elastic rubbers |
-
1987
- 1987-01-23 JP JP894787U patent/JPS63174204U/ja active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100955706B1 (en) * | 2009-06-26 | 2010-05-03 | 하이콤 주식회사 | Structural and seismic damper and its strengthening techniques using multi-layered elastic-plastic castellated plates and elastic rubbers |
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