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A platform for research: civil engineering, architecture and urbanism
Formwork construction method for deformation joint shear wall
The invention discloses a formwork construction method for a deformation joint shear wall, which structurally adopts a first pull rod and a second pull rod which are in threaded connection to form an opposite-pull assembly, the opposite-pull assembly plays a role similar to that of a traditional opposite-pull screw rod, and the first pull rod and the second pull rod can be separated, so that the construction method is simple and convenient. Firstly, an outer formwork assembly formed by a first pull rod, a first formwork and a vertical back ridge is hoisted and moved into the deformation joint, then a second pull rod is connected, and a second formwork is arranged; in the installation process of the opposite-pulling assembly, no large-size part needs to penetrate through the first formwork and the second formwork, the size of the needed through holes in the first formwork and the second formwork only needs to be matched with the diameter of the rod section of the first pull rod or the diameter of the rod section of the second pull rod, and therefore it is avoided that large holes are formed in a shear wall obtained through pouring; the problem that an existing deformation joint shear wall is large in construction difficulty can be effectively solved, and the effects of improving the construction speed and improving the construction quality are achieved.
本发明公开了一种变形缝剪力墙的模板施工方法，在结构上，采用螺纹连接的第一拉杆和第二拉杆组成对拉组件，起与传统对拉螺杆相近的作用，由于第一拉杆和第二拉杆可分离，在方法上，先将第一拉杆、第一模板和竖背楞形成的外模板组件吊运移动至变形缝中，再连接第二拉杆并设置第二模板；使对拉组件在安装过程中，没有尺寸较大的部位需要穿过第一模板和第二模板，第一模板和第二模板上所需的通孔尺寸只需和第一拉杆或第二拉杆的杆段直径相适配，从而避免在浇筑得到的剪力墙上形成较大的孔洞，可有效解决目前变形缝剪力墙施工难度较大的问题，取得提高施工速度和施工质量的效果。
Formwork construction method for deformation joint shear wall
The invention discloses a formwork construction method for a deformation joint shear wall, which structurally adopts a first pull rod and a second pull rod which are in threaded connection to form an opposite-pull assembly, the opposite-pull assembly plays a role similar to that of a traditional opposite-pull screw rod, and the first pull rod and the second pull rod can be separated, so that the construction method is simple and convenient. Firstly, an outer formwork assembly formed by a first pull rod, a first formwork and a vertical back ridge is hoisted and moved into the deformation joint, then a second pull rod is connected, and a second formwork is arranged; in the installation process of the opposite-pulling assembly, no large-size part needs to penetrate through the first formwork and the second formwork, the size of the needed through holes in the first formwork and the second formwork only needs to be matched with the diameter of the rod section of the first pull rod or the diameter of the rod section of the second pull rod, and therefore it is avoided that large holes are formed in a shear wall obtained through pouring; the problem that an existing deformation joint shear wall is large in construction difficulty can be effectively solved, and the effects of improving the construction speed and improving the construction quality are achieved.
本发明公开了一种变形缝剪力墙的模板施工方法，在结构上，采用螺纹连接的第一拉杆和第二拉杆组成对拉组件，起与传统对拉螺杆相近的作用，由于第一拉杆和第二拉杆可分离，在方法上，先将第一拉杆、第一模板和竖背楞形成的外模板组件吊运移动至变形缝中，再连接第二拉杆并设置第二模板；使对拉组件在安装过程中，没有尺寸较大的部位需要穿过第一模板和第二模板，第一模板和第二模板上所需的通孔尺寸只需和第一拉杆或第二拉杆的杆段直径相适配，从而避免在浇筑得到的剪力墙上形成较大的孔洞，可有效解决目前变形缝剪力墙施工难度较大的问题，取得提高施工速度和施工质量的效果。
Formwork construction method for deformation joint shear wall
一种变形缝剪力墙的模板施工方法
WANG JIN (author) / LI HONGJUN (author) / HE XUE (author) / WANG JIAN (author) / ZHOU JIANRONG (author) / CHEN KUN (author) / XIAO JIRONG (author) / LIU XIAOLIANG (author) / ZHU QINGSHAN (author)
2024-08-02
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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