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A platform for research: civil engineering, architecture and urbanism
The invention relates to a steel truss floor support plate construction technology, in particular to a combined steel truss floor support plate system and a construction technology. The upper chord ribs, the lower chord ribs and the web member ribs form the combined steel reinforcement framework structure by arranging the connecting components, so that rapid assembly is completed under the condition that the structural stability of the steel reinforcement framework structure is not affected, and meanwhile the structural stability of the connecting positions after connection is good; the compression joint body on the connecting component enables the web member rib to be installed in the notch in a tight joint mode and not to shake, and therefore the phenomenon that a steel reinforcement framework structure is loose or deviates and the like can be avoided when concrete is poured, and the function cannot be achieved through traditional connection. And meanwhile, the installation can be completed only by moving the web member ribs towards the interiors of the notches.
本发明涉及钢桁架楼承板施工技术，具体围一种组合式钢桁架楼承板体系及施工工艺。本发明通过设置连接构件将上弦筋、下弦筋、腹杆筋组成组合式钢筋骨架结构，进而在不影响钢筋骨架结构结构稳定性的条件下完成快速组装，同时连接后连接处的结构稳定好，连接构件上的压接体会将腹杆筋严丝合缝的安装于槽口内部且不会发生晃动，这样就能避免在浇筑混凝土时不会出现钢筋骨架结构松散或偏移等现象，这个是传统连接所无法实现的功能，同时其只需要将腹杆筋向槽口内部移动即可完成安装。
The invention relates to a steel truss floor support plate construction technology, in particular to a combined steel truss floor support plate system and a construction technology. The upper chord ribs, the lower chord ribs and the web member ribs form the combined steel reinforcement framework structure by arranging the connecting components, so that rapid assembly is completed under the condition that the structural stability of the steel reinforcement framework structure is not affected, and meanwhile the structural stability of the connecting positions after connection is good; the compression joint body on the connecting component enables the web member rib to be installed in the notch in a tight joint mode and not to shake, and therefore the phenomenon that a steel reinforcement framework structure is loose or deviates and the like can be avoided when concrete is poured, and the function cannot be achieved through traditional connection. And meanwhile, the installation can be completed only by moving the web member ribs towards the interiors of the notches.
本发明涉及钢桁架楼承板施工技术，具体围一种组合式钢桁架楼承板体系及施工工艺。本发明通过设置连接构件将上弦筋、下弦筋、腹杆筋组成组合式钢筋骨架结构，进而在不影响钢筋骨架结构结构稳定性的条件下完成快速组装，同时连接后连接处的结构稳定好，连接构件上的压接体会将腹杆筋严丝合缝的安装于槽口内部且不会发生晃动，这样就能避免在浇筑混凝土时不会出现钢筋骨架结构松散或偏移等现象，这个是传统连接所无法实现的功能，同时其只需要将腹杆筋向槽口内部移动即可完成安装。
Combined steel truss floor support plate system and construction process
一种组合式钢桁架楼承板体系及施工工艺
2023-12-08
Patent
Electronic Resource
Chinese
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