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Shear wall construction method
The invention relates to a shear wall construction method and shear wall outer wall construction. The shear wall construction method comprises the steps that a shear wall outer wall guide wall formwork is erected and installed; mounting a first template fixing device; mounting an inner side template of the outer wall of the shear wall; pouring concrete into a floor slab and a shear wall outer wall guide wall structure; shear wall inner wall construction comprises the steps that a shear wall inner wall guide wall formwork is erected and installed; mounting a second template fixing device; formworks on the two sides of the inner wall of the shear wall are installed; pouring concrete into a floor slab and an inner wall guide wall structure of a shear wall; by arranging the first formwork fixing device and the second formwork fixing device, compared with traditional shear wall construction, mortar leveling or formwork strip leveling does not need to be conducted on the bottom before formwork erecting, therefore, no gap exists in the bottom of the wall, and the mortar leakage risk is avoided; in addition, the actual position and the control line of the wall body do not need to be popped up before formwork erecting, and therefore the technical problem of slab staggering of the upper layer and the lower layer is avoided.
本发明涉及一种剪力墙施工方法,剪力墙外墙施工,包括:剪力墙外墙导墙模板支设安装;安装第一模板固定装置;剪力墙外墙的内侧模板安装;楼板及剪力墙外墙导墙结构混凝土浇筑;剪力墙内墙施工,包括:剪力墙内墙导墙模板支设安装;安装第二模板固定装置;剪力墙内墙的两侧模板安装;楼板及剪力墙内墙导墙结构混凝土浇筑;通过设置第一模板固定装置与第二模板固定装置,与传统剪力墙施工相比,无需在支模前对底部进行砂浆找平或模板条找平,由此,墙体底部不存在缝隙,避免了漏浆风险;另外,无需支模前需弹出墙体实际位置及控制线,由此,避免上下层出现错台的技术问题。
Shear wall construction method
The invention relates to a shear wall construction method and shear wall outer wall construction. The shear wall construction method comprises the steps that a shear wall outer wall guide wall formwork is erected and installed; mounting a first template fixing device; mounting an inner side template of the outer wall of the shear wall; pouring concrete into a floor slab and a shear wall outer wall guide wall structure; shear wall inner wall construction comprises the steps that a shear wall inner wall guide wall formwork is erected and installed; mounting a second template fixing device; formworks on the two sides of the inner wall of the shear wall are installed; pouring concrete into a floor slab and an inner wall guide wall structure of a shear wall; by arranging the first formwork fixing device and the second formwork fixing device, compared with traditional shear wall construction, mortar leveling or formwork strip leveling does not need to be conducted on the bottom before formwork erecting, therefore, no gap exists in the bottom of the wall, and the mortar leakage risk is avoided; in addition, the actual position and the control line of the wall body do not need to be popped up before formwork erecting, and therefore the technical problem of slab staggering of the upper layer and the lower layer is avoided.
本发明涉及一种剪力墙施工方法,剪力墙外墙施工,包括:剪力墙外墙导墙模板支设安装;安装第一模板固定装置;剪力墙外墙的内侧模板安装;楼板及剪力墙外墙导墙结构混凝土浇筑;剪力墙内墙施工,包括:剪力墙内墙导墙模板支设安装;安装第二模板固定装置;剪力墙内墙的两侧模板安装;楼板及剪力墙内墙导墙结构混凝土浇筑;通过设置第一模板固定装置与第二模板固定装置,与传统剪力墙施工相比,无需在支模前对底部进行砂浆找平或模板条找平,由此,墙体底部不存在缝隙,避免了漏浆风险;另外,无需支模前需弹出墙体实际位置及控制线,由此,避免上下层出现错台的技术问题。
Shear wall construction method
一种剪力墙施工方法
OH DAE-SEONG (author) / YANG JIWEI (author) / YANG PEI (author) / LIAO YONGLAI (author) / DING CONG (author) / LIANG XIANYUAN (author) / LIU TIANQUN (author)
2024-07-12
Patent
Electronic Resource
Chinese
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