A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cast-in-place wall with detachable combined truss steel bars and steel plates and construction method
The invention discloses a cast-in-place wall with detachable combined truss steel bars and steel plates and a construction method. Existing fabricated prefabricated wall components are large in weightand high in type selection of on-site hoisting machinery, so that the building cost is increased, and potential safety hazards are caused due to the quality problems that grouting is not full and thelike in the wall component sleeve connection mode; and component vertical connecting holes are many, the diameter of a reinforcing steel bar is small, the reinforcing steel bar is prone to deviatingfrom a design position due to construction disturbance, and installation hole alignment is difficult. The cast-in-place concrete wall comprises a truss steel bar and steel plate combination, longitudinal steel bars (8), horizontal steel bars (9) and tie bars (10) are bound in the truss steel bar and steel plate combination to form a steel bar framework, and concrete is poured in the truss steel bar and steel plate combination containing the steel bar framework to form the cast-in-place concrete wall. The method is used for the cast-in-place wall with the detachable combined truss steel bars and steel plates.
可拆卸组合桁架钢筋及钢板的现浇墙体及施工方法。现有的装配式预制墙体构件重量大，现场吊装机械选型高，造成建筑成本上涨，墙体构件套筒连接方式存在灌浆不饱满等质量问题，造成安全隐患；构件竖向连接孔洞较多，钢筋直径较小，受施工扰动影响易偏离设计位置，安装对孔难度大。本发明组成包括：桁架钢筋钢板组合，桁架钢筋钢板组合中绑扎纵向钢筋（8）、水平钢筋（9）及拉结筋（10）组成形成钢筋骨架，并在含有钢筋骨架的桁架钢筋钢板组合中浇筑混凝土形成现浇混凝土墙体。本发明用于可拆卸组合桁架钢筋及钢板的现浇墙体。
Cast-in-place wall with detachable combined truss steel bars and steel plates and construction method
The invention discloses a cast-in-place wall with detachable combined truss steel bars and steel plates and a construction method. Existing fabricated prefabricated wall components are large in weightand high in type selection of on-site hoisting machinery, so that the building cost is increased, and potential safety hazards are caused due to the quality problems that grouting is not full and thelike in the wall component sleeve connection mode; and component vertical connecting holes are many, the diameter of a reinforcing steel bar is small, the reinforcing steel bar is prone to deviatingfrom a design position due to construction disturbance, and installation hole alignment is difficult. The cast-in-place concrete wall comprises a truss steel bar and steel plate combination, longitudinal steel bars (8), horizontal steel bars (9) and tie bars (10) are bound in the truss steel bar and steel plate combination to form a steel bar framework, and concrete is poured in the truss steel bar and steel plate combination containing the steel bar framework to form the cast-in-place concrete wall. The method is used for the cast-in-place wall with the detachable combined truss steel bars and steel plates.
可拆卸组合桁架钢筋及钢板的现浇墙体及施工方法。现有的装配式预制墙体构件重量大，现场吊装机械选型高，造成建筑成本上涨，墙体构件套筒连接方式存在灌浆不饱满等质量问题，造成安全隐患；构件竖向连接孔洞较多，钢筋直径较小，受施工扰动影响易偏离设计位置，安装对孔难度大。本发明组成包括：桁架钢筋钢板组合，桁架钢筋钢板组合中绑扎纵向钢筋（8）、水平钢筋（9）及拉结筋（10）组成形成钢筋骨架，并在含有钢筋骨架的桁架钢筋钢板组合中浇筑混凝土形成现浇混凝土墙体。本发明用于可拆卸组合桁架钢筋及钢板的现浇墙体。
Cast-in-place wall with detachable combined truss steel bars and steel plates and construction method
可拆卸组合桁架钢筋及钢板的现浇墙体及施工方法
LIU WENQING (author) / MAI MINGLEI (author) / LUAN KAI (author) / YAN HONGYING (author)
2020-08-07
Patent
Electronic Resource
Chinese
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