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
low
rigidity
vibration
damping building
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JP2008283371A
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JP2010112013A (en
JP5320031B2 (en
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Priority claimed from JP2008283371A external-priority patent/JP5320031B2/en
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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)

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.
請求項1記載の制振建物であって、
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.
請求項1又は2記載の制振建物であって、A vibration-damping building according to claim 1 or 2,
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.
JP2008283371A 2008-11-04 2008-11-04 Damping building Active JP5320031B2 (en)

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)

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JP (1) JP5320031B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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