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Double-steel-plate reinforced concrete shear wall system and construction method
A double-steel-plate reinforced concrete shear wall system comprises double-steel-plate reinforced concrete shear walls which are connected up and down. The double-steel-plate reinforced concrete shear wall comprises steel plates, steel bars, transverse stiffening plates, restraining pieces and concrete. The steel plate comprises a wall body steel plate and a wall end steel plate; the two wall body steel plates are arranged in parallel and are fixedly connected with the wall end steel plates; the reinforcing steel bars comprise vertical reinforcing steel bars and horizontal reinforcing steel bars; the transverse stiffening plate is arranged on the upper portion of the wall body and corresponds to a transverse component to be connected with the wall body. The restraining pieces are arranged at intervals in the transverse direction and the longitudinal direction of the wall body steel plates, penetrate through gaps of the wall reinforcing mesh and are fixedly connected with the wall body steel plates on the two sides. Steel plates of the upper double-steel-plate reinforced concrete shear wall and the lower double-steel-plate reinforced concrete shear wall are fixedly connected. Vertical steel bars of the upper double-steel-plate reinforced concrete shear wall and the lower double-steel-plate reinforced concrete shear wall are connected with each other. A cavity defined by the upper double-steel-plate reinforced concrete shear wall steel plate and the lower double-steel-plate reinforced concrete shear wall steel plate is filled with the concrete.
一种双钢板钢筋混凝土剪力墙体系，包括上下连接的双钢板钢筋混凝土剪力墙；所述双钢板钢筋混凝土剪力墙包括有钢板、钢筋、横向加劲板、约束件和混凝土；所述钢板包括墙身钢板和墙端钢板；所述墙身钢板有两片，平行设置，和墙端钢板固定连接；所述钢筋包括有竖向钢筋和水平钢筋；所述横向加劲板布置在墙体上部，与墙体待连接的横向构件对应布置；所述约束件沿墙身钢板的横向和纵向间隔布置，穿过墙钢筋网的间隙，固定连接两侧的墙身钢板；所述上、下部双钢板钢筋混凝土剪力墙的钢板固定连接；所述上、下部双钢板钢筋混凝土剪力墙的竖向钢筋相互连接；所述混凝土填充在上、下双钢板钢筋混凝土剪力墙钢板围合的腔体内。
Double-steel-plate reinforced concrete shear wall system and construction method
A double-steel-plate reinforced concrete shear wall system comprises double-steel-plate reinforced concrete shear walls which are connected up and down. The double-steel-plate reinforced concrete shear wall comprises steel plates, steel bars, transverse stiffening plates, restraining pieces and concrete. The steel plate comprises a wall body steel plate and a wall end steel plate; the two wall body steel plates are arranged in parallel and are fixedly connected with the wall end steel plates; the reinforcing steel bars comprise vertical reinforcing steel bars and horizontal reinforcing steel bars; the transverse stiffening plate is arranged on the upper portion of the wall body and corresponds to a transverse component to be connected with the wall body. The restraining pieces are arranged at intervals in the transverse direction and the longitudinal direction of the wall body steel plates, penetrate through gaps of the wall reinforcing mesh and are fixedly connected with the wall body steel plates on the two sides. Steel plates of the upper double-steel-plate reinforced concrete shear wall and the lower double-steel-plate reinforced concrete shear wall are fixedly connected. Vertical steel bars of the upper double-steel-plate reinforced concrete shear wall and the lower double-steel-plate reinforced concrete shear wall are connected with each other. A cavity defined by the upper double-steel-plate reinforced concrete shear wall steel plate and the lower double-steel-plate reinforced concrete shear wall steel plate is filled with the concrete.
一种双钢板钢筋混凝土剪力墙体系，包括上下连接的双钢板钢筋混凝土剪力墙；所述双钢板钢筋混凝土剪力墙包括有钢板、钢筋、横向加劲板、约束件和混凝土；所述钢板包括墙身钢板和墙端钢板；所述墙身钢板有两片，平行设置，和墙端钢板固定连接；所述钢筋包括有竖向钢筋和水平钢筋；所述横向加劲板布置在墙体上部，与墙体待连接的横向构件对应布置；所述约束件沿墙身钢板的横向和纵向间隔布置，穿过墙钢筋网的间隙，固定连接两侧的墙身钢板；所述上、下部双钢板钢筋混凝土剪力墙的钢板固定连接；所述上、下部双钢板钢筋混凝土剪力墙的竖向钢筋相互连接；所述混凝土填充在上、下双钢板钢筋混凝土剪力墙钢板围合的腔体内。
Double-steel-plate reinforced concrete shear wall system and construction method
一种双钢板钢筋混凝土剪力墙体系及施工方法
YAO PANFENG (author)
2024-09-24
Patent
Electronic Resource
Chinese
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