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A platform for research: civil engineering, architecture and urbanism
Temporary fixing method for large-section width shear wall steel bars
The invention relates to a temporary fixing method for large-section width shear wall steel bars. Comprising the steps that a third-level steel bar is prepared, and the length is equal to the framework thickness of longitudinal steel bars; shear wall longitudinal steel bars are installed on a steel bar framework, three-level steel is additionally welded at intervals, and therefore a temporary fixing device is formed; the temporary fixing device is arranged downwards at the top end of the longitudinal reinforcing steel bar of the shear wall and sleeved with the three-row reinforcing steel bar framework of the shear wall frame, and the temporary fixing device and the longitudinal load-bearing reinforcing steel bar of the shear wall are connected in a binding mode. The reinforcing measure is easy to operate, convenient to assemble and good in fixing effect; by means of the reinforcing measure, the installation quality of the three rows of longitudinal load-bearing steel bars of the large-width shear wall is greatly improved.
本发明是一种大截面宽度剪力墙钢筋的临时固定方法；包括制备一根三级钢筋，其长度等于纵向钢筋的骨架厚度的大小；在钢筋的骨架上安装剪力墙纵向钢筋间距加焊三级钢，从而形成临时固定装置；临时固定装置设置在剪力墙纵向钢筋顶端往下，套到剪力墙框架的三排钢筋钢筋骨架里，采用绑扎形式将临时固定装置和剪力墙纵向受力钢筋连接。本发加固措施操作简单，组装方便，并且固定效果好；利用此加固措施，大大提高了大宽度剪力墙三排纵向受力钢筋安装质量。
Temporary fixing method for large-section width shear wall steel bars
The invention relates to a temporary fixing method for large-section width shear wall steel bars. Comprising the steps that a third-level steel bar is prepared, and the length is equal to the framework thickness of longitudinal steel bars; shear wall longitudinal steel bars are installed on a steel bar framework, three-level steel is additionally welded at intervals, and therefore a temporary fixing device is formed; the temporary fixing device is arranged downwards at the top end of the longitudinal reinforcing steel bar of the shear wall and sleeved with the three-row reinforcing steel bar framework of the shear wall frame, and the temporary fixing device and the longitudinal load-bearing reinforcing steel bar of the shear wall are connected in a binding mode. The reinforcing measure is easy to operate, convenient to assemble and good in fixing effect; by means of the reinforcing measure, the installation quality of the three rows of longitudinal load-bearing steel bars of the large-width shear wall is greatly improved.
本发明是一种大截面宽度剪力墙钢筋的临时固定方法；包括制备一根三级钢筋，其长度等于纵向钢筋的骨架厚度的大小；在钢筋的骨架上安装剪力墙纵向钢筋间距加焊三级钢，从而形成临时固定装置；临时固定装置设置在剪力墙纵向钢筋顶端往下，套到剪力墙框架的三排钢筋钢筋骨架里，采用绑扎形式将临时固定装置和剪力墙纵向受力钢筋连接。本发加固措施操作简单，组装方便，并且固定效果好；利用此加固措施，大大提高了大宽度剪力墙三排纵向受力钢筋安装质量。
Temporary fixing method for large-section width shear wall steel bars
一种大截面宽度剪力墙钢筋的临时固定方法
REN DEQING (author) / GUI CHENGLIANG (author) / ZHANG JIANFENG (author) / WANG ZHIQIANG (author) / LIANG XINGYI (author)
2023-06-23
Patent
Electronic Resource
Chinese
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