Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large-span cantilever truss structure and construction method thereof
The invention discloses a large-span cantilever truss structure. The large-span cantilever truss structure comprises an upper chord member, a web member, a supporting rod and a stabilizing rod, wherein the supporting rod and the stabilizing rod are arranged between the upper chord member and the web member, the two ends of the supporting rod and the two ends of the stabilizing rod are fixedly connected with mounting seats, the two ends of the supporting rod are fixedly connected between the upper chord member and the web member through the mounting seats, one end of the stabilizing rod is fixedly connected to the web member through the mounting seat, and the other end of the stabilizing rod is fixedly connected to the side face of the top of the supporting rod through the mounting seat. When a worker assembles the steel truss, the supporting rod and the stabilizing rod are mounted on the upper chord member and the web member through the mounting seats, the worker does not need to conduct welding construction, operation is easy, the assembling time is shortened, and the large-span cantilever truss structure has the effects that the assembling time of the steel truss is shortened, and the efficiency of assembling the steel truss by the worker is improved.
本申请涉及一种大跨度悬挑桁架结构，包括上弦杆、腹杆以及设置在上弦杆和腹杆之间的支撑杆和稳定杆；所述支撑杆的两端和稳定杆的两端均固定连接有安装座，所述支撑杆的两端通过安装座固定连接在上弦杆和腹杆之间，所述稳定杆的一端通过安装座固定连接在腹杆上，所述稳定杆的另一端通过安装座固定连接在支撑杆的顶部侧面上。工作人员组装钢桁架时，支撑杆和稳定杆通过安装座安装在上弦杆和腹杆上，工作人员不需要进行焊接施工，操作简单，组装时间缩短，本申请具有降低钢桁架的组装时间，提高工作人员组装钢桁架的效率的效果。
Large-span cantilever truss structure and construction method thereof
The invention discloses a large-span cantilever truss structure. The large-span cantilever truss structure comprises an upper chord member, a web member, a supporting rod and a stabilizing rod, wherein the supporting rod and the stabilizing rod are arranged between the upper chord member and the web member, the two ends of the supporting rod and the two ends of the stabilizing rod are fixedly connected with mounting seats, the two ends of the supporting rod are fixedly connected between the upper chord member and the web member through the mounting seats, one end of the stabilizing rod is fixedly connected to the web member through the mounting seat, and the other end of the stabilizing rod is fixedly connected to the side face of the top of the supporting rod through the mounting seat. When a worker assembles the steel truss, the supporting rod and the stabilizing rod are mounted on the upper chord member and the web member through the mounting seats, the worker does not need to conduct welding construction, operation is easy, the assembling time is shortened, and the large-span cantilever truss structure has the effects that the assembling time of the steel truss is shortened, and the efficiency of assembling the steel truss by the worker is improved.
本申请涉及一种大跨度悬挑桁架结构，包括上弦杆、腹杆以及设置在上弦杆和腹杆之间的支撑杆和稳定杆；所述支撑杆的两端和稳定杆的两端均固定连接有安装座，所述支撑杆的两端通过安装座固定连接在上弦杆和腹杆之间，所述稳定杆的一端通过安装座固定连接在腹杆上，所述稳定杆的另一端通过安装座固定连接在支撑杆的顶部侧面上。工作人员组装钢桁架时，支撑杆和稳定杆通过安装座安装在上弦杆和腹杆上，工作人员不需要进行焊接施工，操作简单，组装时间缩短，本申请具有降低钢桁架的组装时间，提高工作人员组装钢桁架的效率的效果。
Large-span cantilever truss structure and construction method thereof
一种大跨度悬挑桁架结构及其施工方法
ZHANG CHUNCHUN (Autor:in) / HOU ZHANGYONG (Autor:in) / LU CHANGWU (Autor:in) / WANG SENHAO (Autor:in) / LI YANBIAO (Autor:in) / GAO LEI (Autor:in)
21.01.2022
Patent
Elektronische Ressource
Chinesisch
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