A platform for research: civil engineering, architecture and urbanism
Deformation joint shear wall formwork structure and formwork supporting construction method
The invention discloses a deformation joint shear wall formwork structure and a formwork supporting construction method.The deformation joint shear wall formwork structure comprises formworks, the multiple formworks jointly define a pouring area, the formworks comprise the inner side formwork, the outer side formwork, the second side formwork and the first side formwork, the first side formwork corresponds to the area where a deformation joint is located, and the second side formwork corresponds to the area where the deformation joint is located; a pouring area is defined by the formworks, and the surfaces, deviating from the pouring area, of the formworks are defined as back faces; the back faces of the inner side formwork and the outer side formwork are each provided with a plurality of square wood columns and a plurality of sets of steel pipes, and each set of steel pipes on the back face of the inner side formwork corresponds to one set of steel pipes on the back face of the outer side formwork. A pressing plate is arranged on the back surface of the first side template; the multiple steel pipes on the back face of the inner side formwork are in threaded connection with nuts, the multiple steel pipes on the back face of the outer side formwork are in threaded connection with nuts, and the nuts are used for pressing the side edges of the pressing plates. According to the application, the side template of the shear wall corresponding to the deformation joint can be easily fixed.
本申请公开了变形缝剪力墙模板结构及模板支设施工方法,变形缝剪力墙模板结构包括模板,多个模板共同合围形成浇筑区域,模板包括内侧模板、外侧模板、第二边侧模板和第一边侧模板,其中第一边侧模板对应变形缝所在的区域,各模板合围形成浇筑区域,各模板背离浇筑区域的表面定义为背面;内侧模板和外侧模板的背面均设有多个木枋和多组钢管,内侧模板背面的每组钢管分别对应外侧模板背面的一组钢管;第一边侧模板背面设有压板;内侧模板背面的若干钢管螺纹连接有螺母,外侧模板背面的若干钢管螺纹连接有螺母,螺母用于压紧压板的侧边缘。本申请能够使对应变形缝的剪力墙的边侧模板的较为易于固定。
Deformation joint shear wall formwork structure and formwork supporting construction method
The invention discloses a deformation joint shear wall formwork structure and a formwork supporting construction method.The deformation joint shear wall formwork structure comprises formworks, the multiple formworks jointly define a pouring area, the formworks comprise the inner side formwork, the outer side formwork, the second side formwork and the first side formwork, the first side formwork corresponds to the area where a deformation joint is located, and the second side formwork corresponds to the area where the deformation joint is located; a pouring area is defined by the formworks, and the surfaces, deviating from the pouring area, of the formworks are defined as back faces; the back faces of the inner side formwork and the outer side formwork are each provided with a plurality of square wood columns and a plurality of sets of steel pipes, and each set of steel pipes on the back face of the inner side formwork corresponds to one set of steel pipes on the back face of the outer side formwork. A pressing plate is arranged on the back surface of the first side template; the multiple steel pipes on the back face of the inner side formwork are in threaded connection with nuts, the multiple steel pipes on the back face of the outer side formwork are in threaded connection with nuts, and the nuts are used for pressing the side edges of the pressing plates. According to the application, the side template of the shear wall corresponding to the deformation joint can be easily fixed.
本申请公开了变形缝剪力墙模板结构及模板支设施工方法,变形缝剪力墙模板结构包括模板,多个模板共同合围形成浇筑区域,模板包括内侧模板、外侧模板、第二边侧模板和第一边侧模板,其中第一边侧模板对应变形缝所在的区域,各模板合围形成浇筑区域,各模板背离浇筑区域的表面定义为背面;内侧模板和外侧模板的背面均设有多个木枋和多组钢管,内侧模板背面的每组钢管分别对应外侧模板背面的一组钢管;第一边侧模板背面设有压板;内侧模板背面的若干钢管螺纹连接有螺母,外侧模板背面的若干钢管螺纹连接有螺母,螺母用于压紧压板的侧边缘。本申请能够使对应变形缝的剪力墙的边侧模板的较为易于固定。
Deformation joint shear wall formwork structure and formwork supporting construction method
变形缝剪力墙模板结构及模板支设施工方法
WANG YAO (author) / JIN GUANNAN (author) / JIANG NA (author) / XU HONGGUANG (author) / LIANG HAILIN (author) / ZHANG HENGCHUN (author) / LIM JAE-BIN (author)
2024-03-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Formwork construction method for deformation joint shear wall
European Patent Office | 2024
|Shear wall formwork supporting structure and construction method
European Patent Office | 2021
|Shear wall formwork supporting structure and construction method
European Patent Office | 2021
|Shear wall deformation joint formwork construction structure and construction method thereof
European Patent Office | 2022
|Deformation joint formwork supporting structure and construction method
European Patent Office | 2024
|