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A platform for research: civil engineering, architecture and urbanism
Wall column joint concrete pouring structure and pouring method
The invention relates to a wall column joint concrete pouring structure and pouring method, and belongs to the technical field of building construction. The structure comprises a reinforcing steel bar structure and further comprises dense-mesh steel wire meshes, ladder bars and sleeves, the two ladder bars are vertically arranged at the wall column joints at intervals and connected to the reinforcing steel bar structure, the dense-mesh steel wire meshes are arranged on the two ladder bars, the sleeves are arranged on the two sides of the dense-mesh steel wire meshes, and the dense-mesh steel wire meshes are arranged on the two sides of the dense-mesh steel wire meshes. The diameter of the sleeve is the same as the gap between the two dense-mesh steel wire meshes, one side of the sleeve abuts against the formwork, and the other side of the sleeve abuts against the steel bar structure. The problem that high-grade concrete is excessive or the strength of a high-grade concrete member does not meet the design requirement due to the fact that the partition effect of a steel wire mesh is poor during current wall column joint pouring can be solved.
本申请涉及一种墙柱节点混凝土浇筑结构及浇筑方法，属于建筑施工技术的领域。其包括钢筋结构，还包括密目钢丝网、梯子筋以及套管，所述梯子筋在墙柱节点处竖直间隔设置有两个，且所述梯子筋连接在钢筋结构上，所述密目钢丝网在两个梯子筋上均有设置，所述套管在密目钢丝网两侧均有设置，所述套管的直径与两片密目钢丝网之间的间隙相同，且所述套管一侧与模板相抵触、另一侧与钢筋结构相抵触。本申请能够克服目前墙柱节点浇筑时，钢丝网隔断效果不佳导致高标号混凝土超量或高标号混凝土构件强度未达到设计要求的问题。
Wall column joint concrete pouring structure and pouring method
The invention relates to a wall column joint concrete pouring structure and pouring method, and belongs to the technical field of building construction. The structure comprises a reinforcing steel bar structure and further comprises dense-mesh steel wire meshes, ladder bars and sleeves, the two ladder bars are vertically arranged at the wall column joints at intervals and connected to the reinforcing steel bar structure, the dense-mesh steel wire meshes are arranged on the two ladder bars, the sleeves are arranged on the two sides of the dense-mesh steel wire meshes, and the dense-mesh steel wire meshes are arranged on the two sides of the dense-mesh steel wire meshes. The diameter of the sleeve is the same as the gap between the two dense-mesh steel wire meshes, one side of the sleeve abuts against the formwork, and the other side of the sleeve abuts against the steel bar structure. The problem that high-grade concrete is excessive or the strength of a high-grade concrete member does not meet the design requirement due to the fact that the partition effect of a steel wire mesh is poor during current wall column joint pouring can be solved.
本申请涉及一种墙柱节点混凝土浇筑结构及浇筑方法，属于建筑施工技术的领域。其包括钢筋结构，还包括密目钢丝网、梯子筋以及套管，所述梯子筋在墙柱节点处竖直间隔设置有两个，且所述梯子筋连接在钢筋结构上，所述密目钢丝网在两个梯子筋上均有设置，所述套管在密目钢丝网两侧均有设置，所述套管的直径与两片密目钢丝网之间的间隙相同，且所述套管一侧与模板相抵触、另一侧与钢筋结构相抵触。本申请能够克服目前墙柱节点浇筑时，钢丝网隔断效果不佳导致高标号混凝土超量或高标号混凝土构件强度未达到设计要求的问题。
Wall column joint concrete pouring structure and pouring method
一种墙柱节点混凝土浇筑结构及浇筑方法
LI GUANGZHENG (author) / WU WEICHENG (author) / WANG CHAO (author) / DING JUNTAO (author) / WANG YUNFAN (author) / ZHANG SHIYUAN (author) / TAN HONGKUN (author) / ZHOU XUWEI (author) / ZHENG GUANYU (author) / JI QING (author)
2024-02-06
Patent
Electronic Resource
Chinese
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