Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a large-span steel truss connecting structure and a construction method, and belongs to the technical field of steel truss construction. Comprising a steel column head connecting part, a top steel truss, a bottom steel truss and a side steel truss, the steel column and column head connecting part comprises a steel column, a steel column connecting part upper truss rod piece, a steel column connecting part lower truss rod piece, a steel column connecting part inclined support, a first position plate and a second position plate. Each side steel truss comprises an upper steel truss rod piece, a lower steel truss rod piece and a side steel truss inclined support, and the upper steel truss rod pieces, the lower steel truss rod pieces and the side steel truss inclined supports are connected through welding. The technical problems that the hoisting difficulty of the large-span steel truss is large, two tower cranes are usually adopted for hoisting, the dangerousness is high, and the control difficulty is large are solved.
本发明公开了一种大跨度钢桁架连接构造及施工方法,属于钢桁架施工技术领域。包括钢柱柱头连接部、顶部钢桁架、底部钢桁架及侧面钢桁架组成;钢柱柱头连接部包括钢柱、钢柱连接部上部桁架杆件、钢柱连接部下部桁架杆件、钢柱连接部斜支撑、位置板一和位置板二;侧面钢桁架包括由上部钢桁架杆件、下部钢桁架杆件、侧面钢桁架斜支撑,所述上部钢桁架杆件、下部钢桁架杆件和侧面钢桁架斜支撑之间均通过焊接进行连接。本发明解决了大跨度钢桁架吊装难度较大,往往采用两台塔吊进行抬吊,危险性较高,控制难度较大的技术问题。
The invention discloses a large-span steel truss connecting structure and a construction method, and belongs to the technical field of steel truss construction. Comprising a steel column head connecting part, a top steel truss, a bottom steel truss and a side steel truss, the steel column and column head connecting part comprises a steel column, a steel column connecting part upper truss rod piece, a steel column connecting part lower truss rod piece, a steel column connecting part inclined support, a first position plate and a second position plate. Each side steel truss comprises an upper steel truss rod piece, a lower steel truss rod piece and a side steel truss inclined support, and the upper steel truss rod pieces, the lower steel truss rod pieces and the side steel truss inclined supports are connected through welding. The technical problems that the hoisting difficulty of the large-span steel truss is large, two tower cranes are usually adopted for hoisting, the dangerousness is high, and the control difficulty is large are solved.
本发明公开了一种大跨度钢桁架连接构造及施工方法,属于钢桁架施工技术领域。包括钢柱柱头连接部、顶部钢桁架、底部钢桁架及侧面钢桁架组成;钢柱柱头连接部包括钢柱、钢柱连接部上部桁架杆件、钢柱连接部下部桁架杆件、钢柱连接部斜支撑、位置板一和位置板二;侧面钢桁架包括由上部钢桁架杆件、下部钢桁架杆件、侧面钢桁架斜支撑,所述上部钢桁架杆件、下部钢桁架杆件和侧面钢桁架斜支撑之间均通过焊接进行连接。本发明解决了大跨度钢桁架吊装难度较大,往往采用两台塔吊进行抬吊,危险性较高,控制难度较大的技术问题。
Large-span steel truss connecting structure and construction method
一种大跨度钢桁架连接构造及施工方法
27.08.2024
Patent
Elektronische Ressource
Chinesisch
Construction method of large-span stiff steel truss structure
Europäisches Patentamt | 2023
|