A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear wall formwork structure and punching-free construction method
The invention discloses a shear wall formwork structure and a punching-free construction method. The shear wall formwork structure comprises a shear wall body 1, at least one set of prefabricated convex steel back ridge assemblies, at least one set of formwork assemblies, at least one set of secondary ridge assemblies, at least one set of main ridge assemblies and at least one set of split screw 20 assemblies. The at least one formwork assembly is clamped to the upper side and the lower side of the prefabricated convex steel back ridge assembly and attached to the shear wall body 1, the at least one secondary ridge assembly is vertically arranged on the outer side of the formwork assembly in the vertical direction and attached to the formwork assembly, and the at least one main ridge assembly is arranged on the outer side of the secondary ridge assembly and used for positioning the secondary ridge assembly. The main ridge assembly and the prefabricated convex steel back ridge assembly are arranged in a front-back corresponding mode, and at least one set of opposite-pull screw 20 assembly is arranged in the main ridge assembly, the secondary ridge assembly, the prefabricated convex steel back ridge assembly and the shear wall body 1 in a penetrating mode. The method has the advantages of being free of punching, saving templates and the like.
本发明公开了剪力墙模板结构及免打孔施工方法包括剪力墙体1、至少一组预制凸形钢背楞组件、至少一组模板组件、至少一组次楞组件、至少一组主楞组件以及至少一组对拉螺杆20组件，至少一组预制凸形钢背楞组件设置在剪力墙体1上，至少一组模板组件卡接在预制凸形钢背楞组件的上下两侧且与剪力墙体1贴合设置，至少一组次楞组件沿上下方向竖直设置在模板组件外侧且与模板组件贴合设置，至少一组主楞组件设置在次楞组件外侧且用于定位次楞组件，主楞组件与预制凸形钢背楞组件前后对应设置，至少一组对拉螺杆20组件穿设在主楞组件、次楞组件预制凸形钢背楞组件和剪力墙体1内。本发明具有免于打孔，节省模板等优点。
Shear wall formwork structure and punching-free construction method
The invention discloses a shear wall formwork structure and a punching-free construction method. The shear wall formwork structure comprises a shear wall body 1, at least one set of prefabricated convex steel back ridge assemblies, at least one set of formwork assemblies, at least one set of secondary ridge assemblies, at least one set of main ridge assemblies and at least one set of split screw 20 assemblies. The at least one formwork assembly is clamped to the upper side and the lower side of the prefabricated convex steel back ridge assembly and attached to the shear wall body 1, the at least one secondary ridge assembly is vertically arranged on the outer side of the formwork assembly in the vertical direction and attached to the formwork assembly, and the at least one main ridge assembly is arranged on the outer side of the secondary ridge assembly and used for positioning the secondary ridge assembly. The main ridge assembly and the prefabricated convex steel back ridge assembly are arranged in a front-back corresponding mode, and at least one set of opposite-pull screw 20 assembly is arranged in the main ridge assembly, the secondary ridge assembly, the prefabricated convex steel back ridge assembly and the shear wall body 1 in a penetrating mode. The method has the advantages of being free of punching, saving templates and the like.
本发明公开了剪力墙模板结构及免打孔施工方法包括剪力墙体1、至少一组预制凸形钢背楞组件、至少一组模板组件、至少一组次楞组件、至少一组主楞组件以及至少一组对拉螺杆20组件，至少一组预制凸形钢背楞组件设置在剪力墙体1上，至少一组模板组件卡接在预制凸形钢背楞组件的上下两侧且与剪力墙体1贴合设置，至少一组次楞组件沿上下方向竖直设置在模板组件外侧且与模板组件贴合设置，至少一组主楞组件设置在次楞组件外侧且用于定位次楞组件，主楞组件与预制凸形钢背楞组件前后对应设置，至少一组对拉螺杆20组件穿设在主楞组件、次楞组件预制凸形钢背楞组件和剪力墙体1内。本发明具有免于打孔，节省模板等优点。
Shear wall formwork structure and punching-free construction method
剪力墙模板结构及免打孔施工方法
SUN SHENGHUA (author) / PAN KANGRONG (author) / LU HONG (author) / LI JIAXIN (author) / PAN ZHAOKUAN (author) / HUANG SHUBIN (author) / ZHOU LIANCHENG (author) / ZHUANG ZHANXIANG (author)
2024-03-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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