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A platform for research: civil engineering, architecture and urbanism
Anti-seismic frame shear wall and construction method thereof
The invention discloses an anti-seismic frame shear wall and a construction method thereof. The anti-seismic frame shear wall structurally comprises two stand columns (1), multiple layers of cross beams (2), multiple layers of wall concrete units (3) and multiple layers of steel corbels (4). Each cross beam (2) is arranged on the top face of the same layer of wall concrete units (3) in a poured mode. Each layer of steel corbels (4) comprises two steel corbels (4) which are fixed to the inner sides of the two stand columns (1) respectively. The two ends of each cross beam (2) are arranged on the two corresponding steel corbels (4) respectively. The two sides of each cross beam (2) are provided with two long through holes (5) respectively. The two sides of each cross beam (2) are provided with two U-shaped tie bars (6) respectively. The two ends of each U-shaped tie bar (6) are fixed to the stand columns (1), and bent sections of each U-shaped tie bar (6) penetrate through the long through hole (5) in the same side. The construction method of the anti-seismic frame shear wall is characterized in that the stand columns (1) and the steel corbels (4) are constructed, the cross beams (2) are constructed and arranged on the steel corbels (4), the cross beams (2) and the two stand columns (1) are bound through the U-shaped tie bars (6). The structure and method are ideal in anti-seismic effect.
Anti-seismic frame shear wall and construction method thereof
The invention discloses an anti-seismic frame shear wall and a construction method thereof. The anti-seismic frame shear wall structurally comprises two stand columns (1), multiple layers of cross beams (2), multiple layers of wall concrete units (3) and multiple layers of steel corbels (4). Each cross beam (2) is arranged on the top face of the same layer of wall concrete units (3) in a poured mode. Each layer of steel corbels (4) comprises two steel corbels (4) which are fixed to the inner sides of the two stand columns (1) respectively. The two ends of each cross beam (2) are arranged on the two corresponding steel corbels (4) respectively. The two sides of each cross beam (2) are provided with two long through holes (5) respectively. The two sides of each cross beam (2) are provided with two U-shaped tie bars (6) respectively. The two ends of each U-shaped tie bar (6) are fixed to the stand columns (1), and bent sections of each U-shaped tie bar (6) penetrate through the long through hole (5) in the same side. The construction method of the anti-seismic frame shear wall is characterized in that the stand columns (1) and the steel corbels (4) are constructed, the cross beams (2) are constructed and arranged on the steel corbels (4), the cross beams (2) and the two stand columns (1) are bound through the U-shaped tie bars (6). The structure and method are ideal in anti-seismic effect.
Anti-seismic frame shear wall and construction method thereof
CHAI ZHIXIANG (author) / LIU XILA (author)
2015-10-21
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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