Title:
内部補強架構付き構造物
Document Type and Number:
Japanese Patent JP4667536
Kind Code:
B1
Abstract:
PROBLEM TO BE SOLVED: To increase flexural rigidity in a short side direction (span direction) of a structure plane in a long side direction (ridge direction) and to reduce a difference from flexural rigidity in the long side direction, for an existing or newly provided structure such as a reinforced concrete structure or a steel structure for instance in which respective frames in the span direction and the ridge direction have frames of columns and beams and there may be a difference between the flexural rigidities in the long side direction (ridge direction) and the short side direction (span direction).SOLUTION: In the inside of a multilayer structure 1 in which the respective frames in the span direction and the ridge direction have the frames of columns 2 and beams 3 and a corridor 4 continued in the ridge direction is disposed between some columns 2, 2 arrayed in the span direction, an earthquake-resistant element 5 in the span direction is disposed in at least an underground bottom layer or more layers between the parallel columns 2 which configure the frame of the columns 2 and the beams 3 in the span direction passing through the column 2 at the intermediate part position in the ridge direction at least among the frames of the columns 2 and the beams 3 in the ridge direction and define the corridor 4.
Inventors:
Shiobara, etc.
Kenji Yokota
Koji Oka
Kenji Yokota
Koji Oka
Application Number:
JP2010265961A
Publication Date:
April 13, 2011
Filing Date:
November 30, 2010
Export Citation:
Assignee:
Shiobara, etc.
Kse network inc.
Omotogumi Co., Ltd.
Kse network inc.
Omotogumi Co., Ltd.
International Classes:
E04G23/02; E04H9/02
Domestic Patent References:
JPH09203220A | 1997-08-05 | |||
JP2005139770A | 2005-06-02 | |||
JPH09273317A | 1997-10-21 | |||
JPH09310511A | 1997-12-02 | |||
JPH1046834A | 1998-02-17 | |||
JP2002206353A | 2002-07-26 | |||
JP2010242393A | 2010-10-28 |
Attorney, Agent or Firm:
Yasuhiro Shioda