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Construction method and construction structure of steel bar truss floor support plate
The invention discloses a construction method of a steel bar truss floor support plate, which adopts a special lifting appliance to lift the floor support plate, the floor support plate is supported by an overhanging truss when being fixed at a shear wall end, the floor support plate is detachably supported at a beam column node, and a side formwork of the floor support plate is quickly mounted by adopting a side formwork. The reserved hole of the floor support plate is supported by adopting a hole shaping template, and the edge deformation of the floor support plate is corrected by adopting a handheld lever type clamp. The bottom die is detachable and can be repeatedly used, the utilization rate of materials is increased, the truss supporting system is adopted for connection with the shear wall, the bearing capacity of the system is good, and good comprehensive benefits are achieved.
本发明公开一种钢筋桁架楼承板的施工方法,该方法采用专用吊具吊装楼承板,楼承板在剪力墙端固定时采用悬挑桁架支撑,楼承板在梁柱节点处采用可拆支撑,楼承板边模支设采用边模板快速安装,楼承板预留洞口采用洞口定型化模板进行支设,采用手持杠杆式卡具对楼承板边变形矫正。通过本发明实现了底模采用可拆式,可重复多次使用,提高了材料的利用率,与剪力墙连接采用桁架支撑体系,该体系承载力较好,具有较好的综合效益。
Construction method and construction structure of steel bar truss floor support plate
The invention discloses a construction method of a steel bar truss floor support plate, which adopts a special lifting appliance to lift the floor support plate, the floor support plate is supported by an overhanging truss when being fixed at a shear wall end, the floor support plate is detachably supported at a beam column node, and a side formwork of the floor support plate is quickly mounted by adopting a side formwork. The reserved hole of the floor support plate is supported by adopting a hole shaping template, and the edge deformation of the floor support plate is corrected by adopting a handheld lever type clamp. The bottom die is detachable and can be repeatedly used, the utilization rate of materials is increased, the truss supporting system is adopted for connection with the shear wall, the bearing capacity of the system is good, and good comprehensive benefits are achieved.
本发明公开一种钢筋桁架楼承板的施工方法,该方法采用专用吊具吊装楼承板,楼承板在剪力墙端固定时采用悬挑桁架支撑,楼承板在梁柱节点处采用可拆支撑,楼承板边模支设采用边模板快速安装,楼承板预留洞口采用洞口定型化模板进行支设,采用手持杠杆式卡具对楼承板边变形矫正。通过本发明实现了底模采用可拆式,可重复多次使用,提高了材料的利用率,与剪力墙连接采用桁架支撑体系,该体系承载力较好,具有较好的综合效益。
Construction method and construction structure of steel bar truss floor support plate
钢筋桁架楼承板的施工方法及施工结构
YIN HUASONG (Autor:in) / HAN YINGFENG (Autor:in) / ZHAO YUAN (Autor:in) / YOU HOUFEI (Autor:in) / ZHAO LONG (Autor:in) / CHEN HEBINGSEN (Autor:in) / MA JI (Autor:in) / WANG RUIZE (Autor:in) / LI LIN (Autor:in) / XIE ZHUANG (Autor:in)
12.04.2022
Patent
Elektronische Ressource
Chinesisch
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