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Encased multi-cavity profiled steel plate concrete-filled combined shear wall
The invention relates to an encased multi-cavity profiled steel plate concrete-filled combined shear wall, which is characterized in that two profiled steel plates oppositely arranged are filled with concrete, multiple thin steel plates as long as the combined shear wall are welded in the combined shear wall at intervals, and steel columns are respectively welded at the two ends of the profiled steel plates, so that the combined shear wall is formed into a peripheral closed structure; the profiled steel plates are wave-shaped; and the thin steel plates are welded at equal intervals. According to the encased multi-cavity profiled steel plate concrete-filled combined shear wall, the thin steel plates are welded between the two profiled steel plates to serve as stiffening ribs and connecting pieces; the closed profiled steel plates have a strong restraint effect on the concrete; and the stable bearing capacity of the profiled steel plates is improved due to the existence of the stiffening ribs, so that the deformation capacity of the combined wall is improved while higher compression bearing capacity of the combined wall is guaranteed, the structure of shear connectors is simplified, and the material utilization rate is improved.
Encased multi-cavity profiled steel plate concrete-filled combined shear wall
The invention relates to an encased multi-cavity profiled steel plate concrete-filled combined shear wall, which is characterized in that two profiled steel plates oppositely arranged are filled with concrete, multiple thin steel plates as long as the combined shear wall are welded in the combined shear wall at intervals, and steel columns are respectively welded at the two ends of the profiled steel plates, so that the combined shear wall is formed into a peripheral closed structure; the profiled steel plates are wave-shaped; and the thin steel plates are welded at equal intervals. According to the encased multi-cavity profiled steel plate concrete-filled combined shear wall, the thin steel plates are welded between the two profiled steel plates to serve as stiffening ribs and connecting pieces; the closed profiled steel plates have a strong restraint effect on the concrete; and the stable bearing capacity of the profiled steel plates is improved due to the existence of the stiffening ribs, so that the deformation capacity of the combined wall is improved while higher compression bearing capacity of the combined wall is guaranteed, the structure of shear connectors is simplified, and the material utilization rate is improved.
Encased multi-cavity profiled steel plate concrete-filled combined shear wall
SI LINJUN (author) / HAN AIHONG (author) / CHEN GONGLIAN (author) / LI XIAOKE (author) / XIE WENLING (author) / ZHAO SHAN (author)
2015-12-16
Patent
Electronic Resource
English
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