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Construction method for concrete shear wall structure with supporting rows of steel pipes and steel plates
The invention provides a Construction method for a concrete shear wall structure with supporting rows of steel pipes and steel plates. The circular steel pipes and the two parallel wall body steel plates are alternately connected, and concrete is poured into an inner cavity formed by the circular steel pipes and the wall body steel plates, so that a concrete shear wall with the supporting rows of the steel pipes and the steel plates is formed; vertical loads in the shear wall are borne by the whole wall body; the vertical bearing capacity of the structure is improved to a great extent due to the effective restraining effect of the circular steel pipes and the wall body steel plates reinforced by adopting structural measures such as rib plates on the concrete and the effective supporting effect of the concrete on steel; all tensile force and shearing force in the shear wall are borne by steel structural members; and by the structure, the vertical bearing capacity and the structural ductility of the wall body can be improved to a great extent.
本发明提供了一种带撑排钢管钢板混凝土剪力墙结构的施工方法,通过圆钢管和两块相平行的墙身钢板交替连接,并在其所形成的内腔中浇筑混凝土,形成带撑排钢管钢板的混凝土剪力墙,剪力墙中的竖向荷载由整个墙体承担,圆钢管及采取肋板等构造措施加强的墙身钢板对混凝土的有效约束作用,混凝土对钢材的有效支撑作用,很大程度提高了结构的竖向承载力;剪力墙中全部的拉力和剪力,均由钢结构构件承担;该结构能很大程度的提高墙体的竖向承载力、结构延性。
Construction method for concrete shear wall structure with supporting rows of steel pipes and steel plates
The invention provides a Construction method for a concrete shear wall structure with supporting rows of steel pipes and steel plates. The circular steel pipes and the two parallel wall body steel plates are alternately connected, and concrete is poured into an inner cavity formed by the circular steel pipes and the wall body steel plates, so that a concrete shear wall with the supporting rows of the steel pipes and the steel plates is formed; vertical loads in the shear wall are borne by the whole wall body; the vertical bearing capacity of the structure is improved to a great extent due to the effective restraining effect of the circular steel pipes and the wall body steel plates reinforced by adopting structural measures such as rib plates on the concrete and the effective supporting effect of the concrete on steel; all tensile force and shearing force in the shear wall are borne by steel structural members; and by the structure, the vertical bearing capacity and the structural ductility of the wall body can be improved to a great extent.
本发明提供了一种带撑排钢管钢板混凝土剪力墙结构的施工方法,通过圆钢管和两块相平行的墙身钢板交替连接,并在其所形成的内腔中浇筑混凝土,形成带撑排钢管钢板的混凝土剪力墙,剪力墙中的竖向荷载由整个墙体承担,圆钢管及采取肋板等构造措施加强的墙身钢板对混凝土的有效约束作用,混凝土对钢材的有效支撑作用,很大程度提高了结构的竖向承载力;剪力墙中全部的拉力和剪力,均由钢结构构件承担;该结构能很大程度的提高墙体的竖向承载力、结构延性。
Construction method for concrete shear wall structure with supporting rows of steel pipes and steel plates
带撑排钢管钢板混凝土剪力墙结构的施工方法
CHEN XING (Autor:in) / ZHANG XIAOLIANG (Autor:in) / GUO DAWEN (Autor:in) / CHEN JIAOLONG (Autor:in) / ZHANG YARONG (Autor:in) / LI XIKAI (Autor:in) / WANG JIANDONG (Autor:in)
03.08.2021
Patent
Elektronische Ressource
Chinesisch
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