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Prefabricated cavity shear wall construction structure and analysis construction method
The invention discloses a prefabricated cavity shear wall construction structure and an analysis construction method, in the construction structure, a connecting structure is adopted to ensure accurate positioning of connecting joint bars, and then accurate installation of a prefabricated cavity shear wall is ensured; the reinforcing structure is arranged to ensure the compactness of the joint of the prefabricated cavity shear wall and the floor, and slurry leakage is avoided; and the supporting structure and the auxiliary structure are arranged to improve the mounting precision and the construction efficiency of the prefabricated cavity shear wall. In the analysis construction method, stress analysis is conducted on the prefabricated cavity shear wall, stress distribution of the structure of the prefabricated cavity shear wall is simulated, structural reinforcement is conducted on stress concentration positions, tool reinforcement is conducted on easy-to-crack parts in the construction process, and the cracking risk of the prefabricated cavity shear wall in the overall installation process is effectively reduced.
本发明公开了一种预制空腔剪力墙施工构造及分析施工方法,施工构造中采用连接结构保证连接插筋定位精确,进而保证预制空腔剪力墙安装的精确;设置加固结构保证预制空腔剪力墙与楼板连接处的密实,避免漏浆;设置支撑结构和辅助结构提升预制空腔剪力墙的安装精度和施工效率。在分析施工方法中对预制空腔剪力墙进行受力分析,模拟出预制空腔剪力墙自身结构的应力分布,对应力集中位置进行结构加强,并对施工过程中的易开裂部位进行工装加固,有效降低了预制空腔剪力墙在整体安装过程中的开裂风险。
Prefabricated cavity shear wall construction structure and analysis construction method
The invention discloses a prefabricated cavity shear wall construction structure and an analysis construction method, in the construction structure, a connecting structure is adopted to ensure accurate positioning of connecting joint bars, and then accurate installation of a prefabricated cavity shear wall is ensured; the reinforcing structure is arranged to ensure the compactness of the joint of the prefabricated cavity shear wall and the floor, and slurry leakage is avoided; and the supporting structure and the auxiliary structure are arranged to improve the mounting precision and the construction efficiency of the prefabricated cavity shear wall. In the analysis construction method, stress analysis is conducted on the prefabricated cavity shear wall, stress distribution of the structure of the prefabricated cavity shear wall is simulated, structural reinforcement is conducted on stress concentration positions, tool reinforcement is conducted on easy-to-crack parts in the construction process, and the cracking risk of the prefabricated cavity shear wall in the overall installation process is effectively reduced.
本发明公开了一种预制空腔剪力墙施工构造及分析施工方法,施工构造中采用连接结构保证连接插筋定位精确,进而保证预制空腔剪力墙安装的精确;设置加固结构保证预制空腔剪力墙与楼板连接处的密实,避免漏浆;设置支撑结构和辅助结构提升预制空腔剪力墙的安装精度和施工效率。在分析施工方法中对预制空腔剪力墙进行受力分析,模拟出预制空腔剪力墙自身结构的应力分布,对应力集中位置进行结构加强,并对施工过程中的易开裂部位进行工装加固,有效降低了预制空腔剪力墙在整体安装过程中的开裂风险。
Prefabricated cavity shear wall construction structure and analysis construction method
一种预制空腔剪力墙施工构造及分析施工方法
FU ZIQIAN (author) / ZHANG LIU (author) / ZHANG ZHOU (author) / LI GUANGYU (author) / WANG YANG (author) / LI DONGHUA (author)
2023-07-28
Patent
Electronic Resource
Chinese
Partially prefabricated cavity shear wall mixed structure, construction method and application
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