Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Truss keel formwork structure and installation method
The invention discloses a truss keel formwork structure and an installation method, relates to the technical field of building aluminum alloy formworks and solves the technical problem that a large number of steel supports need to be used during construction due to the fact that the maximum distance between steel supports of an existing aluminum alloy formwork is 1.3 m. The truss keel formwork structure comprises a wall formwork and a supporting rod, and a beam bottom C groove and a floor C groove are formed in the top of the wall formwork; trusses are arranged between the two beam bottom C grooves, the floor C grooves are provided with the trusses at intervals, the trusses are supported through supporting rods, beam formworks are laid between the trusses and the beam bottom C grooves, floor formworks are laid in gaps between the trusses and the floor C grooves, and the trusses comprise middle trusses, connecting screws and end trusses. The middle trusses are connected through connecting screws for extension, and the middle trusses and the end trusses are connected through connecting screws for extension. The use of steel supports is reduced, the labor intensity is reduced, compared with a traditional aluminum alloy keel, the transverse frame structure keel is better in bending resistance, and construction is safer.
本发明公开了一种桁架龙骨模板结构及安装方法，涉及建筑铝合金模板技术领域，解决现有铝合金模板钢支撑的最大间距为1.3m，施工时需要使用大量的钢支撑的技术问题，本发明包括墙模板、支撑杆，所述墙模板的顶部设置有梁底C槽和楼面C槽，两所述梁底C槽之间设置有桁架，所述楼面C槽呈间距设置有桁架，桁架通过支撑杆支撑，桁架与梁底C槽之间铺设有梁模板，桁架与楼面C槽之间的间隙中铺设有楼面模板，所述桁架包括中间桁架、连接螺杆和端部桁架，所述中间桁架与中间桁架之间、中间桁架与端部桁架之间均通过连接螺杆连接延长。本发明减少钢支撑的使用，减少劳动强度，横架结构龙骨相比传统铝合金龙骨抗弯性能更优，让施工更安全。
Truss keel formwork structure and installation method
The invention discloses a truss keel formwork structure and an installation method, relates to the technical field of building aluminum alloy formworks and solves the technical problem that a large number of steel supports need to be used during construction due to the fact that the maximum distance between steel supports of an existing aluminum alloy formwork is 1.3 m. The truss keel formwork structure comprises a wall formwork and a supporting rod, and a beam bottom C groove and a floor C groove are formed in the top of the wall formwork; trusses are arranged between the two beam bottom C grooves, the floor C grooves are provided with the trusses at intervals, the trusses are supported through supporting rods, beam formworks are laid between the trusses and the beam bottom C grooves, floor formworks are laid in gaps between the trusses and the floor C grooves, and the trusses comprise middle trusses, connecting screws and end trusses. The middle trusses are connected through connecting screws for extension, and the middle trusses and the end trusses are connected through connecting screws for extension. The use of steel supports is reduced, the labor intensity is reduced, compared with a traditional aluminum alloy keel, the transverse frame structure keel is better in bending resistance, and construction is safer.
本发明公开了一种桁架龙骨模板结构及安装方法，涉及建筑铝合金模板技术领域，解决现有铝合金模板钢支撑的最大间距为1.3m，施工时需要使用大量的钢支撑的技术问题，本发明包括墙模板、支撑杆，所述墙模板的顶部设置有梁底C槽和楼面C槽，两所述梁底C槽之间设置有桁架，所述楼面C槽呈间距设置有桁架，桁架通过支撑杆支撑，桁架与梁底C槽之间铺设有梁模板，桁架与楼面C槽之间的间隙中铺设有楼面模板，所述桁架包括中间桁架、连接螺杆和端部桁架，所述中间桁架与中间桁架之间、中间桁架与端部桁架之间均通过连接螺杆连接延长。本发明减少钢支撑的使用，减少劳动强度，横架结构龙骨相比传统铝合金龙骨抗弯性能更优，让施工更安全。
Truss keel formwork structure and installation method
一种桁架龙骨模板结构及安装方法
YOU HU (Autor:in) / YUAN WANGXIAN (Autor:in)
05.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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