A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concrete shear wall structure for assembling closely-spliced formwork system and design method
The invention provides a concrete shear wall structure for assembling a closely-spliced formwork system and a design method, and relates to the field of green high-performance building and novel building industrialization, the concrete shear wall structure comprises a combined shell component and cast-in-place concrete, and the combined shell component is filled with the cast-in-place concrete after the combined shell component is assembled in place; the steel bar connecting structure of the system is consistent with the structure of a cast-in-place shear wall, no shear wall steel bar binding and formwork installation are needed on site, components are light in weight and convenient to hoist and transport, vertical components are fully assembled and fully cast in place, and the system has the advantages of an assembly type construction technology and a cast-in-place concrete structure; according to the design method, the concrete shear wall structure of the formwork system is developed and designed, the collaboration, systematicness and high integration of all professions are comprehensively considered, full-professional and full-process informatization management can be achieved, and the design of the concrete shear wall for assembling the closely-spliced formwork system is efficiently and accurately completed.
本发明提供了一种装配密拼模壳体系混凝土剪力墙结构与设计方法，涉及绿色高性能建筑和新型建筑工业化领域，混凝土剪力墙结构包括组合壳构件以及组合壳构件组装到位后填充至组合壳构件内的现浇混凝土，该体系的钢筋连接构造与现浇剪力墙的结构一致，在现场无任何剪力墙钢筋绑扎和模板安装，且构件质量轻，吊装、运输方便，竖向构件全装配、全现浇，兼具装配式建造工艺和现浇混凝土结构的优势；而本发明的设计方法针对模壳体系混凝土剪力墙结构进行开发设计，综合考虑了各专业的协同，系统性、集成性高，有助于实现全专业、全过程的信息化管理，实现了高效、准确的完成装配密拼模壳体系的混凝土剪力墙设计。
Concrete shear wall structure for assembling closely-spliced formwork system and design method
The invention provides a concrete shear wall structure for assembling a closely-spliced formwork system and a design method, and relates to the field of green high-performance building and novel building industrialization, the concrete shear wall structure comprises a combined shell component and cast-in-place concrete, and the combined shell component is filled with the cast-in-place concrete after the combined shell component is assembled in place; the steel bar connecting structure of the system is consistent with the structure of a cast-in-place shear wall, no shear wall steel bar binding and formwork installation are needed on site, components are light in weight and convenient to hoist and transport, vertical components are fully assembled and fully cast in place, and the system has the advantages of an assembly type construction technology and a cast-in-place concrete structure; according to the design method, the concrete shear wall structure of the formwork system is developed and designed, the collaboration, systematicness and high integration of all professions are comprehensively considered, full-professional and full-process informatization management can be achieved, and the design of the concrete shear wall for assembling the closely-spliced formwork system is efficiently and accurately completed.
本发明提供了一种装配密拼模壳体系混凝土剪力墙结构与设计方法，涉及绿色高性能建筑和新型建筑工业化领域，混凝土剪力墙结构包括组合壳构件以及组合壳构件组装到位后填充至组合壳构件内的现浇混凝土，该体系的钢筋连接构造与现浇剪力墙的结构一致，在现场无任何剪力墙钢筋绑扎和模板安装，且构件质量轻，吊装、运输方便，竖向构件全装配、全现浇，兼具装配式建造工艺和现浇混凝土结构的优势；而本发明的设计方法针对模壳体系混凝土剪力墙结构进行开发设计，综合考虑了各专业的协同，系统性、集成性高，有助于实现全专业、全过程的信息化管理，实现了高效、准确的完成装配密拼模壳体系的混凝土剪力墙设计。
Concrete shear wall structure for assembling closely-spliced formwork system and design method
一种装配密拼模壳体系混凝土剪力墙结构与设计方法
QIAN ZENGZHI (author) / DONG LEI (author) / ZHOU DAXING (author) / ZHANG GUOPING (author) / WANG TAINING (author)
2022-12-06
Patent
Electronic Resource
Chinese
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