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Prefabricated shear wall cast-in-place section shaping formwork
The invention discloses an assembly type shear wall cast-in-place section shaping formwork, and belongs to the technical field of constructional engineering, the assembly type shear wall cast-in-place section shaping formwork comprises an inner formwork and an outer formwork which are arranged in an L shape, the inner formwork and the outer formwork are used for connecting two vertical prefabricated wall bodies to form an L-shaped pouring cavity, and a reserved steel bar area is arranged in the pouring cavity; a plurality of sets of reserved steel bars connected with a prefabricated wall are installed in the reserved steel bar area side by side, back ridges in one-to-one correspondence are installed on the sides, away from the pouring cavity, of the inner formwork and the outer formwork correspondingly, the back ridges on the inner formwork and the back ridges on the outer formwork are connected in a one-to-one correspondence mode through first screws, and the first screws penetrate through the reserved steel bar area. The back ridges on the two perpendicular side walls of the outer formwork are connected and fixed through second screws, and the second screws are located on the outer side of the pouring cavity. The second screw rod is arranged on the outer side of the pouring cavity, and the first screw rod is arranged on the inner side of the reserved steel bar area, so that the space occupancy rate in the pouring cavity is reduced.
本发明公开了一种装配式剪力墙现浇段定型化模板,属于建筑工程技术领域,包括:成L形设置的内模板和外模板,所述内模板和外模板用于连接两个相垂直设置的预制墙体以形成L形的浇筑腔体,所述浇筑腔体内设有预留钢筋区,所述预留钢筋区并列安装有多组与预制墙体连接的预留钢筋,所述内模板和外模板远离浇筑腔体侧均安装有一一对应的背楞,所述内模板上的背楞和外模板上的背楞通过第一螺杆一一对应连接,所述第一螺杆贯穿所述预留钢筋区设置,所述外模板上相垂直的两侧壁上的背楞通过第二螺杆连接固定,所述第二螺杆位于浇筑腔体外侧。本发明通过将第二螺杆设置在浇筑腔体外侧,且第一螺杆设置在预留钢筋区内侧,减少了浇筑腔体内的空间占用率。
Prefabricated shear wall cast-in-place section shaping formwork
The invention discloses an assembly type shear wall cast-in-place section shaping formwork, and belongs to the technical field of constructional engineering, the assembly type shear wall cast-in-place section shaping formwork comprises an inner formwork and an outer formwork which are arranged in an L shape, the inner formwork and the outer formwork are used for connecting two vertical prefabricated wall bodies to form an L-shaped pouring cavity, and a reserved steel bar area is arranged in the pouring cavity; a plurality of sets of reserved steel bars connected with a prefabricated wall are installed in the reserved steel bar area side by side, back ridges in one-to-one correspondence are installed on the sides, away from the pouring cavity, of the inner formwork and the outer formwork correspondingly, the back ridges on the inner formwork and the back ridges on the outer formwork are connected in a one-to-one correspondence mode through first screws, and the first screws penetrate through the reserved steel bar area. The back ridges on the two perpendicular side walls of the outer formwork are connected and fixed through second screws, and the second screws are located on the outer side of the pouring cavity. The second screw rod is arranged on the outer side of the pouring cavity, and the first screw rod is arranged on the inner side of the reserved steel bar area, so that the space occupancy rate in the pouring cavity is reduced.
本发明公开了一种装配式剪力墙现浇段定型化模板,属于建筑工程技术领域,包括:成L形设置的内模板和外模板,所述内模板和外模板用于连接两个相垂直设置的预制墙体以形成L形的浇筑腔体,所述浇筑腔体内设有预留钢筋区,所述预留钢筋区并列安装有多组与预制墙体连接的预留钢筋,所述内模板和外模板远离浇筑腔体侧均安装有一一对应的背楞,所述内模板上的背楞和外模板上的背楞通过第一螺杆一一对应连接,所述第一螺杆贯穿所述预留钢筋区设置,所述外模板上相垂直的两侧壁上的背楞通过第二螺杆连接固定,所述第二螺杆位于浇筑腔体外侧。本发明通过将第二螺杆设置在浇筑腔体外侧,且第一螺杆设置在预留钢筋区内侧,减少了浇筑腔体内的空间占用率。
Prefabricated shear wall cast-in-place section shaping formwork
一种装配式剪力墙现浇段定型化模板
GUAN CHEN (author) / LI LIFENG (author) / FAN LU (author) / XU HANG (author) / XU YIHENG (author) / MAO FANGFANG (author) / HUO YANYAN (author) / HUANG WANYI (author)
2023-11-21
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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