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A platform for research: civil engineering, architecture and urbanism
Column wall formwork structure and mounting process
The invention relates to a column wall formwork structure and an mounting process. The column wall formwork structure comprises a plurality of formworks which are mutually spliced and a top plate, the cross section contours of the multiple formworks which are mutually spliced and the top plate are of a closed-loop structure, the two parallel side edges of the top plate abut against any two formworks which are mutually parallel and oppositely arranged correspondingly, a plurality of ejector rods are arranged between any two parallel and opposite formworks, the two ends of each ejector rod abut against the opposite side plate faces of any two parallel formworks, the top plate and any two parallel formworks are each provided with a plurality of fastening devices used for fastening the top plate and any two parallel formworks to the ejector rods, and a plurality of inclined supporting rods connected to the ground are arranged on the side, away from the ejector rod, of the formworks. According to the method, the stability of the template can be effectively optimized.
本申请涉及一种柱墙模结构及安装工艺，其包括多个相互拼接的模板以及顶板，多个相互拼接的所述模板和顶板的横截面轮廓呈闭环结构，所述顶板的两相互平行的侧边沿分别抵接于任意两相互平行并相对设置的两个模板，任意相互平行并相对设置的两个所述模板之间均设置若干顶杆，所述顶杆两端分别抵接于任意相互平行的两个模板的相向侧板面，所述顶板以及任意相互平行的两个模板均设置有若干用于将两者紧固于顶杆的紧固装置，所述模板背离顶杆的一侧设置有若干连接于地面的斜撑杆。本申请能够有效的优化模板的稳定性。
Column wall formwork structure and mounting process
The invention relates to a column wall formwork structure and an mounting process. The column wall formwork structure comprises a plurality of formworks which are mutually spliced and a top plate, the cross section contours of the multiple formworks which are mutually spliced and the top plate are of a closed-loop structure, the two parallel side edges of the top plate abut against any two formworks which are mutually parallel and oppositely arranged correspondingly, a plurality of ejector rods are arranged between any two parallel and opposite formworks, the two ends of each ejector rod abut against the opposite side plate faces of any two parallel formworks, the top plate and any two parallel formworks are each provided with a plurality of fastening devices used for fastening the top plate and any two parallel formworks to the ejector rods, and a plurality of inclined supporting rods connected to the ground are arranged on the side, away from the ejector rod, of the formworks. According to the method, the stability of the template can be effectively optimized.
本申请涉及一种柱墙模结构及安装工艺，其包括多个相互拼接的模板以及顶板，多个相互拼接的所述模板和顶板的横截面轮廓呈闭环结构，所述顶板的两相互平行的侧边沿分别抵接于任意两相互平行并相对设置的两个模板，任意相互平行并相对设置的两个所述模板之间均设置若干顶杆，所述顶杆两端分别抵接于任意相互平行的两个模板的相向侧板面，所述顶板以及任意相互平行的两个模板均设置有若干用于将两者紧固于顶杆的紧固装置，所述模板背离顶杆的一侧设置有若干连接于地面的斜撑杆。本申请能够有效的优化模板的稳定性。
Column wall formwork structure and mounting process
一种柱墙模结构及安装工艺
GAN SHIQI (author) / YUN XIANG (author) / ZHONG GUOQI (author)
2021-11-23
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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