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Beam column joint concrete separation pouring construction structure and method
The invention discloses a beam-column joint concrete separation pouring construction structure and method. The beam-column joint concrete separation pouring construction structure comprises U-shaped keel steel bars, beam stirrups, wall column steel bars, beam upper portion main bars, additional steel bars, a double-layer steel wire mesh and beam lower portion main bars. A wall column steel bar and a beam lower steel bar are bound and fixed, a double-layer steel wire mesh, an inflatable air bag and a widened cement cushion block are adopted at concrete positions of different strength grades of a beam column joint for interception, and a U-shaped keel steel bar is obliquely inserted into the bottom of the double-layer steel wire mesh; the four edges of the double-layer steel wire mesh are wound and tightened by additional steel bars and then are fixed with the beam upper main reinforcements and the beam lower main reinforcements through metal buckles; the outer side portion and the bottom portion of the beam stirrup are intercepted through the inflatable air bags and the widened cement cushion blocks. The method is completed through common materials in the building construction process, operation is easy, the cost is low, the turnover use efficiency is high, the problems that beam column concrete series pouring and interception are not in place are effectively solved, the later maintenance and rectification cost is reduced, and the construction period is shortened.
本发明公开了一种梁柱节点混凝土分隔浇筑施工结构及方法,包括U形龙骨钢筋、梁箍筋、墙柱钢筋、梁上部主筋、附加钢筋、双层钢丝网和梁下部主筋;将墙柱钢筋与梁下部钢筋绑扎固定,在梁柱节点不同强度等级混凝土位置采用双层钢丝网、充气气囊、加宽水泥垫块进行拦截,U形龙骨钢筋斜插至双层钢丝网的底部,双层钢丝网的四边采用附加钢筋缠绕绷紧后通过金属卡扣与梁上部主筋、梁下部主筋固定;梁箍筋的外侧部位、底部部位均采用充气气囊、加宽水泥垫块进行拦截。本发明采用建筑施工过程中常见材料完成,不仅操作简单,成本低廉,周转使用效率高,有效的解决了梁柱混凝土串浇、拦截不到位问题,降低后期维修整改费用并节约施工工期。
Beam column joint concrete separation pouring construction structure and method
The invention discloses a beam-column joint concrete separation pouring construction structure and method. The beam-column joint concrete separation pouring construction structure comprises U-shaped keel steel bars, beam stirrups, wall column steel bars, beam upper portion main bars, additional steel bars, a double-layer steel wire mesh and beam lower portion main bars. A wall column steel bar and a beam lower steel bar are bound and fixed, a double-layer steel wire mesh, an inflatable air bag and a widened cement cushion block are adopted at concrete positions of different strength grades of a beam column joint for interception, and a U-shaped keel steel bar is obliquely inserted into the bottom of the double-layer steel wire mesh; the four edges of the double-layer steel wire mesh are wound and tightened by additional steel bars and then are fixed with the beam upper main reinforcements and the beam lower main reinforcements through metal buckles; the outer side portion and the bottom portion of the beam stirrup are intercepted through the inflatable air bags and the widened cement cushion blocks. The method is completed through common materials in the building construction process, operation is easy, the cost is low, the turnover use efficiency is high, the problems that beam column concrete series pouring and interception are not in place are effectively solved, the later maintenance and rectification cost is reduced, and the construction period is shortened.
本发明公开了一种梁柱节点混凝土分隔浇筑施工结构及方法,包括U形龙骨钢筋、梁箍筋、墙柱钢筋、梁上部主筋、附加钢筋、双层钢丝网和梁下部主筋;将墙柱钢筋与梁下部钢筋绑扎固定,在梁柱节点不同强度等级混凝土位置采用双层钢丝网、充气气囊、加宽水泥垫块进行拦截,U形龙骨钢筋斜插至双层钢丝网的底部,双层钢丝网的四边采用附加钢筋缠绕绷紧后通过金属卡扣与梁上部主筋、梁下部主筋固定;梁箍筋的外侧部位、底部部位均采用充气气囊、加宽水泥垫块进行拦截。本发明采用建筑施工过程中常见材料完成,不仅操作简单,成本低廉,周转使用效率高,有效的解决了梁柱混凝土串浇、拦截不到位问题,降低后期维修整改费用并节约施工工期。
Beam column joint concrete separation pouring construction structure and method
一种梁柱节点混凝土分隔浇筑施工结构及方法
PAN SHENG (author) / HOU MINGYANG (author) / TIAN RUN (author) / SHU RONGDONG (author) / ZHAO WEIJIA (author)
2024-10-22
Patent
Electronic Resource
Chinese
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