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Steel truss girder chord member and web member connecting structure and construction method thereof
The invention discloses a steel truss girder chord member and web member connecting structure and a construction method thereof, the connecting structure comprises a chord member, a web member and a connecting plate, and the chord member is provided with a first screw hole; a second screw hole is formed in the web member; a third screw hole and a fourth screw hole are formed in the connecting plate; the connecting plates and the chord members are connected through first bolts arranged in the first screw holes and the third screw holes, and the connecting plates and the web members are connected through second bolts arranged in the second screw holes and the fourth screw holes; welding structures of chord members and web members of the steel truss girder can be avoided, risks such as cracks caused by low welding seam quality are avoided, and structural safety is improved; according to the construction method, the welding step in the traditional construction process is omitted, the construction procedure is simplified on the premise that the construction quality of the steel truss girder is guaranteed, and the construction period is shortened.
本发明公开了一种钢桁梁弦杆与腹杆连接结构及其施工方法,所述连接结构包括弦杆、腹杆和连接板,弦杆开设有第一螺孔;腹杆开设有第二螺孔;连接板开设有第三螺孔和第四螺孔;连接板和弦杆通过设置在第一螺孔和第三螺孔中的第一螺栓相连接,连接板和腹杆通过设置在第二螺孔和第四螺孔中的第二螺栓相连接;能够避免钢桁梁弦杆与腹杆的焊接结构,避免焊缝质量低导致的裂纹等危险,提高结构安全性;施工方法取消传统施工过程中的焊接步骤,在保证钢桁梁施工质量的前提下,简化施工工序,缩短施工周期。
Steel truss girder chord member and web member connecting structure and construction method thereof
The invention discloses a steel truss girder chord member and web member connecting structure and a construction method thereof, the connecting structure comprises a chord member, a web member and a connecting plate, and the chord member is provided with a first screw hole; a second screw hole is formed in the web member; a third screw hole and a fourth screw hole are formed in the connecting plate; the connecting plates and the chord members are connected through first bolts arranged in the first screw holes and the third screw holes, and the connecting plates and the web members are connected through second bolts arranged in the second screw holes and the fourth screw holes; welding structures of chord members and web members of the steel truss girder can be avoided, risks such as cracks caused by low welding seam quality are avoided, and structural safety is improved; according to the construction method, the welding step in the traditional construction process is omitted, the construction procedure is simplified on the premise that the construction quality of the steel truss girder is guaranteed, and the construction period is shortened.
本发明公开了一种钢桁梁弦杆与腹杆连接结构及其施工方法,所述连接结构包括弦杆、腹杆和连接板,弦杆开设有第一螺孔;腹杆开设有第二螺孔;连接板开设有第三螺孔和第四螺孔;连接板和弦杆通过设置在第一螺孔和第三螺孔中的第一螺栓相连接,连接板和腹杆通过设置在第二螺孔和第四螺孔中的第二螺栓相连接;能够避免钢桁梁弦杆与腹杆的焊接结构,避免焊缝质量低导致的裂纹等危险,提高结构安全性;施工方法取消传统施工过程中的焊接步骤,在保证钢桁梁施工质量的前提下,简化施工工序,缩短施工周期。
Steel truss girder chord member and web member connecting structure and construction method thereof
一种钢桁梁弦杆与腹杆连接结构及其施工方法
HE QIANG (Autor:in) / LIU GUOZHOU (Autor:in) / QI YANSHENG (Autor:in) / JIN JIANZHONG (Autor:in) / WEI XUEJIE (Autor:in) / BAO HAOJIE (Autor:in) / ZHAO YANYU (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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