超高速铁路钢—混组合主梁制造焊接变形及精度控制技术(审核后重新提交)

Welding Deformation and Precision Control Technology for Manufacturing Steel-Concrete Composite Main Girders of Ultra-High-Speed Railway

  • 摘要: 以新建成渝复线高速铁路控制性工程重庆井口嘉陵江大桥为例,全焊接钢箱梁结构设计的铁路斜拉桥,精度控制要求苛刻。钢箱梁整体精度保证主要取决于零件下料精度控制、板单元及整体组装精度控制,重点是板单元及整体组装的焊接变形的控制,本文主要从零件下料、工序拼装及焊接变形等方面所采取关键性措施予以整体精度控制,通过开展深入研究并制定针对性的技术措施,经重庆井口嘉陵江大桥的实践,取得良好的效果。

     

    Abstract: Abstract: Taking the Chongqing Jingkou Jialing River Bridge, a key control project of the newly built Chengdu-Chongqing Double-track High-speed Railway, as an example, the railway cable-stayed bridge with an all-welded steel box girder structure has extremely strict precision control requirements. The overall precision of the steel box girder mainly depends on the precision control of part cutting, plate unit assembly, and overall assembly, with a focus on controlling welding deformation during plate unit and overall assembly. This paper mainly discusses the key measures taken for overall precision control in aspects such as part cutting, process assembly, and welding deformation. Through in-depth research and the formulation of targeted technical measures, good results have been achieved in the practice of the Chongqing Jingkou Jialing River Bridge.

     

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