Research on the Fabrication Process of Integral Double-Jointed Members of Huangshali Steel Truss Bridge
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摘要: 以黄沙沥钢桁梁桥上弦杆为例,对带锚箱结构的整体双节点杆件加工制作过程中的特点及难点进行系统分析。从零件制作出发,首先对大尺寸竖板单元的下料、焊接、组装等多方面的精度影响进行详细分析与控制,然后对影响组装精度的隔板单元制作过程中的精度控制进行阐述,给出零件制作过程中控制精度的措施与方法,从源头严格把控制造精度;而后在杆件组装方面,从最初组装方式的选取到后续组焊板单元、组焊槽型、组焊箱体、组焊锚箱及横梁接头板、加劲板等各个环节的精度控制要点逐一进行说明,提出严格控制节点板外形及尺寸,控制竖板平直段与节点板接料时的垂直度,控制两节点之间的间距,合理预留焊接收缩量、二次切头量、提升隔板制作精度方法,合理选择组装方式及组装过程中精度控制的措施。结果表明,经优化处理后,黄沙沥钢桁梁桥的杆件制造精度得到了有效控制,整体杆件的制作质量得以保证,满足了该桥的制造规则对精度的要求。此外,此类措施也可为今后钢桁梁桥整体双节点杆件的制造精度控制积累一定的经验,提供一定的参考。Abstract: Taking the upper chord of the Huangshali steel truss bridge as an example, a systematic analysis was conducted on the characteristics and difficulties in the processing and manufacturing of integral double-jointed members with an anchor box structure. Starting from part production, a detailed analysis and control of the impact of cutting, welding, assembly, and other processes on the accuracy of large-sized vertical plate units were carried out. Subsequently, precision control in the manufacturing process of partition units that affect assembly accuracy was elaborated. Measures and methods for controlling precision during part manufacturing were provided, ensuring strict control over manufacturing accuracy from the source. In terms of member assembly, precision control points for each stage were explained one by one, from the selection of the initial assembly method to the subsequent assembly of welding plate units, welding groove types, welding box sections, welding anchor boxes, crossbeam joint plates, stiffening plates, and other components. The proposed measures include strict control over the shape and dimensions of the gusset plates, maintaining perpendicularity between the straight sections of the vertical plates and the gusset plates during material connection, controlling the spacing between the two joints, reasonably reserving welding shrinkage and secondary cutting allowances, improving the accuracy of partition plate manufacturing methods, rationally selecting assembly methods, and implementing precision control measures throughout the assembly process. As a result, the manufacturing accuracy of the members of the Huangshali steel truss bridge was effectively controlled, ensuring the overall quality of the members and fully meeting the precision requirements of the bridge manufacturing specifications. Furthermore, the proposed measures can accumulate valuable experience and provide a reference for the precision control in the manufacturing of integral double-jointed members for steel truss bridges in the future.
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