A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modularized assembly type steel plate encased concrete composite shear wall and construction method
The invention belongs to the technical field of composite shear walls, and relates to a modular assembly type steel plate encased concrete composite shear wall and a construction method.The modular assembly type steel plate encased concrete composite shear wall structurally comprises an embedded steel plate, a concrete composite member is arranged on one side or the opposite side of the embedded steel plate, and the concrete composite member comprises a stiffening frame which is fixedly connected with the embedded steel plate; the embedded steel plate is divided into a core area located in the stiffening frame and a connecting area located outside the stiffening frame, and the connecting area is provided with a connecting structure. The studs are arranged on the core area of the embedded steel plate at intervals, and one end of each stud is fixedly connected with the embedded steel plate; the reinforcing mesh is located in the stiffening frame, and the end of a reinforcing steel bar located on the outermost side of the reinforcing mesh is fixedly connected with the stiffening frame; and the concrete plate is located in the stiffening frame, the reinforcing mesh and the studs both extend into the concrete plate, and the concrete plate is fixedly connected with the embedded steel plate and makes close contact with the stiffening frame. The shear wall is excellent in anti-seismic performance, the component quality is guaranteed through modular prefabrication, and the construction difficulty is reduced.
本发明属于组合剪力墙技术领域，涉及一种模块化装配式钢板外包混凝土组合剪力墙及施工方法，其结构包括内嵌钢板，内嵌钢板的一侧或者一个相对侧设置有混凝土组合构件，混凝土组合构件包括加劲框，与内嵌钢板固定连接，内嵌钢板分位于加劲框内的核心区和位于加劲框外的连接区，连接区设置有连接结构；多个栓钉，间隔设置在内嵌钢板的核心区上，栓钉的一端与内嵌钢板固定连接；钢筋网，位于加劲框内，钢筋网上位于最外侧的钢筋的端部与加劲框固定连接；混凝土板，位于加劲框内，钢筋网和栓钉均延伸至混凝土板内，混凝土板与内嵌钢板固定连接，与加劲框紧密接触。本发明剪力墙抗震性能优越，模块化预制保证了构件质量，降低了施工难度。
Modularized assembly type steel plate encased concrete composite shear wall and construction method
The invention belongs to the technical field of composite shear walls, and relates to a modular assembly type steel plate encased concrete composite shear wall and a construction method.The modular assembly type steel plate encased concrete composite shear wall structurally comprises an embedded steel plate, a concrete composite member is arranged on one side or the opposite side of the embedded steel plate, and the concrete composite member comprises a stiffening frame which is fixedly connected with the embedded steel plate; the embedded steel plate is divided into a core area located in the stiffening frame and a connecting area located outside the stiffening frame, and the connecting area is provided with a connecting structure. The studs are arranged on the core area of the embedded steel plate at intervals, and one end of each stud is fixedly connected with the embedded steel plate; the reinforcing mesh is located in the stiffening frame, and the end of a reinforcing steel bar located on the outermost side of the reinforcing mesh is fixedly connected with the stiffening frame; and the concrete plate is located in the stiffening frame, the reinforcing mesh and the studs both extend into the concrete plate, and the concrete plate is fixedly connected with the embedded steel plate and makes close contact with the stiffening frame. The shear wall is excellent in anti-seismic performance, the component quality is guaranteed through modular prefabrication, and the construction difficulty is reduced.
本发明属于组合剪力墙技术领域，涉及一种模块化装配式钢板外包混凝土组合剪力墙及施工方法，其结构包括内嵌钢板，内嵌钢板的一侧或者一个相对侧设置有混凝土组合构件，混凝土组合构件包括加劲框，与内嵌钢板固定连接，内嵌钢板分位于加劲框内的核心区和位于加劲框外的连接区，连接区设置有连接结构；多个栓钉，间隔设置在内嵌钢板的核心区上，栓钉的一端与内嵌钢板固定连接；钢筋网，位于加劲框内，钢筋网上位于最外侧的钢筋的端部与加劲框固定连接；混凝土板，位于加劲框内，钢筋网和栓钉均延伸至混凝土板内，混凝土板与内嵌钢板固定连接，与加劲框紧密接触。本发明剪力墙抗震性能优越，模块化预制保证了构件质量，降低了施工难度。
Modularized assembly type steel plate encased concrete composite shear wall and construction method
一种模块化装配式钢板外包混凝土组合剪力墙及施工方法
QI YI (author) / CHEN DINGXIN (author) / BANG YU-JIN (author) / SONG QIANJUN (author) / WANG XINTAO (author)
2023-09-05
Patent
Electronic Resource
Chinese
Encased multi-cavity profiled steel plate concrete-filled combined shear wall
| European Patent Office | 2015
Arc-shaped steel plate encased concrete shear wall welded with combined shear keys
| European Patent Office | 2023
Multiple-cavity rectangular external encased steel plate shear wall
| European Patent Office | 2015