JP2010112013A5 - - Google Patents
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- JP2010112013A5 JP2010112013A5 JP2008283371A JP2008283371A JP2010112013A5 JP 2010112013 A5 JP2010112013 A5 JP 2010112013A5 JP 2008283371 A JP2008283371 A JP 2008283371A JP 2008283371 A JP2008283371 A JP 2008283371A JP 2010112013 A5 JP2010112013 A5 JP 2010112013A5
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- rigidity structure
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- rigidity
- vibration
- damping building
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Description
本発明の制振建物は、高剛性構造物と、前記高剛性構造物に比べて剛性が低い低剛性構造物と、これら高剛性構造物及び低剛性構造物を結ぶように設けられた複数の制振ダンパーと、を備えた制振建物であって、前記高剛性構造物と前記低剛性構造物との間に鉛直方向に延びる空間が形成され、前記複数の制振ダンパーは、前記空間に設けられ、前記高剛性構造物及び低剛性構造物の間に生じた水平方向の何れの方向の相対変位に対しても、当該相対変位に応じて変形することにより振動エネルギーを吸収し、前記低剛性構造物は下部に免震層を備えることを特徴とする。 The vibration-damping building of the present invention includes a high-rigidity structure, a low-rigidity structure having a rigidity lower than that of the high-rigidity structure, and a plurality of the high-rigidity structure and the low-rigidity structure. A vibration-suppressing building comprising a vibration-damping damper, wherein a space extending in a vertical direction is formed between the high-rigidity structure and the low-rigidity structure, and the plurality of vibration-damping dampers are formed in the space. For any relative displacement in the horizontal direction generated between the high-rigidity structure and the low-rigidity structure, vibration energy is absorbed by deformation according to the relative displacement, and The rigid structure is characterized by having a base isolation layer at the bottom.
上記の制振建物において、前記低剛性構造物は、平面視において前記高剛性構造物の全周を取り囲むように構築されていてもよい。また、前記低剛性構造物は最下部に免震層を備えてもよい。
In the above vibration-damping building, the low-rigidity structure may be constructed so as to surround the entire circumference of the high-rigidity structure in plan view. The low-rigidity structure may include a seismic isolation layer at the bottom.
Claims (3)
前記高剛性構造物と前記低剛性構造物との間に鉛直方向に延びる空間が形成され、
前記複数の制振ダンパーは、前記空間に設けられ、前記高剛性構造物及び低剛性構造物の間に生じた水平方向の何れの方向の相対変位に対しても、当該相対変位に応じて変形することにより振動エネルギーを吸収し、
前記低剛性構造物は下部に免震層を備えることを特徴とする制振建物。 A high-rigidity structure, a low-rigidity structure having lower rigidity than the high-rigidity structure, and a plurality of vibration dampers provided to connect the high-rigidity structure and the low-rigidity structure. A damping building,
A space extending in the vertical direction is formed between the high-rigidity structure and the low-rigidity structure,
The plurality of vibration dampers are provided in the space, and are deformed in accordance with the relative displacement in any horizontal direction generated between the high-rigidity structure and the low-rigidity structure. To absorb vibration energy,
The low-rigidity structure is provided with a seismic isolation layer at a lower portion thereof.
前記低剛性構造物は、平面視において前記高剛性構造物の全周を取り囲むように構築されていることを特徴とする制振建物。 A vibration-damping building according to claim 1,
The vibration-damping building, wherein the low-rigidity structure is constructed so as to surround the entire circumference of the high-rigidity structure in plan view.
前記低剛性構造物は最下部に免震層を備えることを特徴とする制振建物。 The low-rigidity structure is provided with a seismic isolation layer at the bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2008283371A JP5320031B2 (en) | 2008-11-04 | 2008-11-04 | Damping building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2008283371A JP5320031B2 (en) | 2008-11-04 | 2008-11-04 | Damping building |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2013087599A Division JP5720718B2 (en) | 2013-04-18 | 2013-04-18 | Vibration control building |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| JP2010112013A JP2010112013A (en) | 2010-05-20 |
| JP2010112013A5 true JP2010112013A5 (en) | 2012-05-31 |
| JP5320031B2 JP5320031B2 (en) | 2013-10-23 |
Family
ID=42300776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2008283371A Active JP5320031B2 (en) | 2008-11-04 | 2008-11-04 | Damping building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP5320031B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5614627B2 (en) * | 2010-06-02 | 2014-10-29 | 清水建設株式会社 | Building connection system |
| JP5660677B2 (en) * | 2011-03-22 | 2015-01-28 | 五洋建設株式会社 | Displacement reduction method and displacement reduction structure at the time of earthquake on gravity quay or revetment |
| JP6379608B2 (en) * | 2014-04-09 | 2018-08-29 | 株式会社大林組 | Damping building and building damping method |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3460036B2 (en) * | 1996-03-01 | 2003-10-27 | 清水建設株式会社 | Seismic retrofit structure of existing building |
| JP3208093B2 (en) * | 1997-07-03 | 2001-09-10 | 辰治 石丸 | Vibration control structure of building structure |
| JPH11190144A (en) * | 1997-12-25 | 1999-07-13 | Taisei Corp | Equipment space of building |
| JP3677712B2 (en) * | 1998-02-23 | 2005-08-03 | 清水建設株式会社 | Seismic isolation and control building |
| JP3858432B2 (en) * | 1998-03-19 | 2006-12-13 | 株式会社大林組 | Vibration control method for linked structures |
| JP3248684B2 (en) * | 1998-06-01 | 2002-01-21 | 株式会社ダイナミックデザイン | Damping structure |
| JP4700816B2 (en) * | 2001-01-17 | 2011-06-15 | 株式会社竹中工務店 | Building construction method and seismic control building with excellent seismic safety |
| JP4836340B2 (en) * | 2001-03-06 | 2011-12-14 | 株式会社竹中工務店 | Seismic isolation structure using a connected seismic control device |
| JP2003155838A (en) * | 2001-11-19 | 2003-05-30 | Shimizu Corp | Vibration-isolated structure of building |
| JP4802516B2 (en) * | 2005-03-02 | 2011-10-26 | 株式会社大林組 | Building seismic control structure |
-
2008
- 2008-11-04 JP JP2008283371A patent/JP5320031B2/en active Active
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