A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a steel-concrete composite structure frame-cast-in-place concrete shear wall structure system. The steel-concrete composite structure frame-cast-in-place concrete shear wall structure system comprises profile steel end columns and a shear wall body, wherein the shear wall body is formed by uniformly welding double layers of horizontal distribution ribs and vertical distribution ribs and casting concrete in place, and the horizontal distribution ribs and the vertical distribution ribs penetrate through the concrete wall body and are in lap joint with reserved steel barsof the profile steel end columns arranged on the two side edges of the shear wall body; and the profile steel end columns are arranged on the two sides of the shear wall body and also serve as edge components, and the shear wall body is poured on an outer wall section or a staircase section or an elevator room section. Due to that the vertical components are generally shear wall components with high manufacturing and construction cost, if an existing fabricated structure shear wall can be replaced with a cast-in-place concrete shear wall, the construction cost can be effectively controlled; byadopting a novel prefabricated steel-concrete composite structure end column mode, the structure frame part is advanced, and meanwhile the end columns can also serve as side molds of the cast-in-place concrete shear wall, so that the overall construction speed still conforms to the fabricated characteristics.
本发明公开了一种钢混组合结构框架‑现浇混凝土剪力墙结构体系，包括型钢端柱和剪力墙身，剪力墙身由双层的水平分布筋和垂直分布筋均匀焊接并现浇混凝土而成，水平分布筋和垂直分布筋贯通混凝土墙身，并与设置在剪力墙身两侧边的型钢端柱的预留钢筋搭接；型钢端柱设置在剪力墙身的两侧兼做边缘构件，且剪力墙身浇筑在外墙段或者楼梯间段或者电梯间段。由于竖向构件中制作与施工成本较大的一般为剪力墙构件，如果能将现有的装配式结构剪力墙替换为现浇混凝土剪力墙，能有效控制建造成本，并且通过采用新型的预制钢混组合结构端柱的方式，让结构框架部分先行，同时端柱亦可充当现浇混凝土剪力墙的侧模，因此整体施工速度依旧符合装配式特点。
The invention discloses a steel-concrete composite structure frame-cast-in-place concrete shear wall structure system. The steel-concrete composite structure frame-cast-in-place concrete shear wall structure system comprises profile steel end columns and a shear wall body, wherein the shear wall body is formed by uniformly welding double layers of horizontal distribution ribs and vertical distribution ribs and casting concrete in place, and the horizontal distribution ribs and the vertical distribution ribs penetrate through the concrete wall body and are in lap joint with reserved steel barsof the profile steel end columns arranged on the two side edges of the shear wall body; and the profile steel end columns are arranged on the two sides of the shear wall body and also serve as edge components, and the shear wall body is poured on an outer wall section or a staircase section or an elevator room section. Due to that the vertical components are generally shear wall components with high manufacturing and construction cost, if an existing fabricated structure shear wall can be replaced with a cast-in-place concrete shear wall, the construction cost can be effectively controlled; byadopting a novel prefabricated steel-concrete composite structure end column mode, the structure frame part is advanced, and meanwhile the end columns can also serve as side molds of the cast-in-place concrete shear wall, so that the overall construction speed still conforms to the fabricated characteristics.
本发明公开了一种钢混组合结构框架‑现浇混凝土剪力墙结构体系，包括型钢端柱和剪力墙身，剪力墙身由双层的水平分布筋和垂直分布筋均匀焊接并现浇混凝土而成，水平分布筋和垂直分布筋贯通混凝土墙身，并与设置在剪力墙身两侧边的型钢端柱的预留钢筋搭接；型钢端柱设置在剪力墙身的两侧兼做边缘构件，且剪力墙身浇筑在外墙段或者楼梯间段或者电梯间段。由于竖向构件中制作与施工成本较大的一般为剪力墙构件，如果能将现有的装配式结构剪力墙替换为现浇混凝土剪力墙，能有效控制建造成本，并且通过采用新型的预制钢混组合结构端柱的方式，让结构框架部分先行，同时端柱亦可充当现浇混凝土剪力墙的侧模，因此整体施工速度依旧符合装配式特点。
Steel-concrete composite structure frame-cast-in-place concrete shear wall structure system
一种钢混组合结构框架-现浇混凝土剪力墙结构体系
LI JIE (author)
2020-08-07
Patent
Electronic Resource
Chinese
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