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A platform for research: civil engineering, architecture and urbanism
Steel truss and assembling construction method thereof
The invention discloses a steel truss and a splicing construction method thereof. The steel truss comprises a plurality of three-dimensional steel truss units, and each steel truss unit is provided with two parallel plane trusses and a plurality of supporting rods connected between the two plane trusses; wherein each plane truss is composed of two parallel steel frame cross beams, a plurality of connecting rods are fixedly connected between the two steel frame cross beams, the two ends of each supporting rod are hinged to the steel frame cross beams, corresponding to the two plane trusses up and down, of the two plane trusses respectively, and one end of each steel frame cross beam is provided with an extending part; the side wall, adjacent to the connecting rod, of the extending part is provided with a telescopic assembly, the side wall of any supporting rod adjacent to the extending part is provided with a clamping piece which is perpendicular to the supporting rod and extends outwards, and the clamping piece is provided with a through hole for the ejector rod to be inserted in a matched mode. The steel truss is reasonable in structural design and convenient to mount and dismount, so that the splicing construction method based on the steel truss is low in construction difficulty and high in construction efficiency.
本发明公开了一种钢桁架及其拼装施工方法，所述钢桁架包括多个立体的钢桁架单元，每个钢桁架单元设置有两个相互平行的平面桁架、以及连接在两个平面桁架之间的多个支撑杆；其中，每个平面桁架由两个相互平行的钢架横梁组成，两个钢架横梁之间固接有多个连接杆，每个支撑杆的两端分别与两个平面桁架上下对应的钢架横梁铰接连接，每个钢架横梁的一端设置延伸部，所述延伸部与连接杆相邻的侧壁上安装有伸缩组件，与所述延伸部相邻的任一支撑杆的侧壁设置有垂直于支撑杆向外延伸的卡件，所述卡件上开设有供所述顶杆匹配插入的通孔。本发明所述钢桁架，结构设计合理，方便安装和拆卸，使基于此钢桁架的拼装施工方法，施工难度低，施工效率高。
Steel truss and assembling construction method thereof
The invention discloses a steel truss and a splicing construction method thereof. The steel truss comprises a plurality of three-dimensional steel truss units, and each steel truss unit is provided with two parallel plane trusses and a plurality of supporting rods connected between the two plane trusses; wherein each plane truss is composed of two parallel steel frame cross beams, a plurality of connecting rods are fixedly connected between the two steel frame cross beams, the two ends of each supporting rod are hinged to the steel frame cross beams, corresponding to the two plane trusses up and down, of the two plane trusses respectively, and one end of each steel frame cross beam is provided with an extending part; the side wall, adjacent to the connecting rod, of the extending part is provided with a telescopic assembly, the side wall of any supporting rod adjacent to the extending part is provided with a clamping piece which is perpendicular to the supporting rod and extends outwards, and the clamping piece is provided with a through hole for the ejector rod to be inserted in a matched mode. The steel truss is reasonable in structural design and convenient to mount and dismount, so that the splicing construction method based on the steel truss is low in construction difficulty and high in construction efficiency.
本发明公开了一种钢桁架及其拼装施工方法，所述钢桁架包括多个立体的钢桁架单元，每个钢桁架单元设置有两个相互平行的平面桁架、以及连接在两个平面桁架之间的多个支撑杆；其中，每个平面桁架由两个相互平行的钢架横梁组成，两个钢架横梁之间固接有多个连接杆，每个支撑杆的两端分别与两个平面桁架上下对应的钢架横梁铰接连接，每个钢架横梁的一端设置延伸部，所述延伸部与连接杆相邻的侧壁上安装有伸缩组件，与所述延伸部相邻的任一支撑杆的侧壁设置有垂直于支撑杆向外延伸的卡件，所述卡件上开设有供所述顶杆匹配插入的通孔。本发明所述钢桁架，结构设计合理，方便安装和拆卸，使基于此钢桁架的拼装施工方法，施工难度低，施工效率高。
Steel truss and assembling construction method thereof
钢桁架及其拼装施工方法
QIAO FENG (author) / FU YANBO (author) / WANG YONGQIANG (author)
2023-07-04
Patent
Electronic Resource
Chinese
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