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Concrete frame beam-column joint construction method adopting integrated stirrups
The invention discloses a concrete frame beam-column joint construction method adopting integrated stirrups, belongs to the technical field of civil engineering. The integrated stirrups of concrete columns are adopted to construct a concrete frame beam-column joint. The integrated stirrups of the concrete columns comprise an outer rectangular and inscribed polygonal stirrup, an outer rectangular and inner regular tie bar type stirrup and an outer rectangular and inner diagonal tie bar type stirrup, and the stirrups are prepared in a molten steel casting or steel plate stamping mode and are theintegrated stirrups. The stirrups in the core area of the frame beam-column joint are the integrated stirrups, steel waste of stirrup hooks and overlapped parts is avoided, the stirrup binding efficiency of the core area of the concrete column joint is improved, and the construction cost is reduced.
采用一体化整体式箍筋的混凝土框架梁柱节点建造方法,属于土木工程技术领域,采用混凝土柱的一体化整体式箍筋建造混凝土框架梁柱节点。混凝土柱的一体化整体式箍筋包括外矩形内接多边形箍筋、外矩形内正放拉筋型箍筋和外矩形内斜放拉筋型箍筋,箍筋采用钢水铸造或钢板冲压的方式制备,为一体化整体式箍筋。本发明框架梁柱节点核心区的箍筋采用一体化整体式箍筋,避免了箍筋弯钩和重叠部分的钢材浪费,提高了混凝土柱节点核心区的箍筋绑扎效率,降低了建造成本。
Concrete frame beam-column joint construction method adopting integrated stirrups
The invention discloses a concrete frame beam-column joint construction method adopting integrated stirrups, belongs to the technical field of civil engineering. The integrated stirrups of concrete columns are adopted to construct a concrete frame beam-column joint. The integrated stirrups of the concrete columns comprise an outer rectangular and inscribed polygonal stirrup, an outer rectangular and inner regular tie bar type stirrup and an outer rectangular and inner diagonal tie bar type stirrup, and the stirrups are prepared in a molten steel casting or steel plate stamping mode and are theintegrated stirrups. The stirrups in the core area of the frame beam-column joint are the integrated stirrups, steel waste of stirrup hooks and overlapped parts is avoided, the stirrup binding efficiency of the core area of the concrete column joint is improved, and the construction cost is reduced.
采用一体化整体式箍筋的混凝土框架梁柱节点建造方法,属于土木工程技术领域,采用混凝土柱的一体化整体式箍筋建造混凝土框架梁柱节点。混凝土柱的一体化整体式箍筋包括外矩形内接多边形箍筋、外矩形内正放拉筋型箍筋和外矩形内斜放拉筋型箍筋,箍筋采用钢水铸造或钢板冲压的方式制备,为一体化整体式箍筋。本发明框架梁柱节点核心区的箍筋采用一体化整体式箍筋,避免了箍筋弯钩和重叠部分的钢材浪费,提高了混凝土柱节点核心区的箍筋绑扎效率,降低了建造成本。
Concrete frame beam-column joint construction method adopting integrated stirrups
采用一体化整体式箍筋的混凝土框架梁柱节点建造方法
MENG FANLIN (Autor:in) / SHA LIRONG (Autor:in) / MENG XIANGRUI (Autor:in) / LI JIANKE (Autor:in) / SANG SIYU (Autor:in) / LI ZHAOJIE (Autor:in) / YIN CHENGNUO (Autor:in) / LIANG YUAN (Autor:in)
12.02.2021
Patent
Elektronische Ressource
Chinesisch
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