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A platform for research: civil engineering, architecture and urbanism
Installation and construction method for reinforcing steel bars in core area of beam-column joint
The invention discloses a beam column joint core area reinforcing steel bar installation construction method which comprises the following steps that stirrups in the range from the bottom of a beam column to a plate face are reserved and not installed, and the stirrups which should be originally installed in a beam column core area are reversely arranged above the plate face and fixed to column main reinforcements; arranging an electric welder to weld four sides of each upturned stirrup by using a steel bar head with the same beam height; after beam steel bars are bound, the uppermost set of stirrups fixed to column main bars are unfastened, meanwhile, the erected beam steel bar support is loosened, the whole beam steel bars fall to a beam bottom column, a core hoop is also installed in place, and the stirrup binding quality in a beam column core area is guaranteed; the beam bottom bar binding quality at the beam column joint is ensured; and the working efficiency is improved, the working efficiency of woodworking is improved, and good technical support is provided for promoting the engineering construction progress.
本发明公开了一种梁柱节点核心区钢筋安装施工方法，安装施工方法包括以下步骤：预留梁柱底部至板面范围内的箍筋不安装，将原本应该安装在梁柱核心区内的箍筋上反至板面以上并将之与柱主筋固定；安排一名电焊工将上反的每道箍筋四边分别用一根等同梁高的钢筋头焊接；梁钢筋绑扎完成后将之前与柱主筋固定好的最上面一套箍筋解开的同时，将架立梁钢筋支撑松开，梁钢筋整体下落至梁底柱，核心箍也安装就位，保证了梁柱核心区内箍筋绑扎质量；保证了梁柱交接处梁底筋绑扎质量；提高工作效率，提高了木工工作效率，为促进工程施工进度提供了良好的技术支持。
Installation and construction method for reinforcing steel bars in core area of beam-column joint
The invention discloses a beam column joint core area reinforcing steel bar installation construction method which comprises the following steps that stirrups in the range from the bottom of a beam column to a plate face are reserved and not installed, and the stirrups which should be originally installed in a beam column core area are reversely arranged above the plate face and fixed to column main reinforcements; arranging an electric welder to weld four sides of each upturned stirrup by using a steel bar head with the same beam height; after beam steel bars are bound, the uppermost set of stirrups fixed to column main bars are unfastened, meanwhile, the erected beam steel bar support is loosened, the whole beam steel bars fall to a beam bottom column, a core hoop is also installed in place, and the stirrup binding quality in a beam column core area is guaranteed; the beam bottom bar binding quality at the beam column joint is ensured; and the working efficiency is improved, the working efficiency of woodworking is improved, and good technical support is provided for promoting the engineering construction progress.
本发明公开了一种梁柱节点核心区钢筋安装施工方法，安装施工方法包括以下步骤：预留梁柱底部至板面范围内的箍筋不安装，将原本应该安装在梁柱核心区内的箍筋上反至板面以上并将之与柱主筋固定；安排一名电焊工将上反的每道箍筋四边分别用一根等同梁高的钢筋头焊接；梁钢筋绑扎完成后将之前与柱主筋固定好的最上面一套箍筋解开的同时，将架立梁钢筋支撑松开，梁钢筋整体下落至梁底柱，核心箍也安装就位，保证了梁柱核心区内箍筋绑扎质量；保证了梁柱交接处梁底筋绑扎质量；提高工作效率，提高了木工工作效率，为促进工程施工进度提供了良好的技术支持。
Installation and construction method for reinforcing steel bars in core area of beam-column joint
一种梁柱节点核心区钢筋安装施工方法
LIU CHENG (author) / SHEN ZHUJUN (author) / ZHOU QITAI (author) / XIE JUNRONG (author) / MIAO CHANGHUA (author)
2022-04-29
Patent
Electronic Resource
Chinese
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