铁路简支梁桥在多线变线间距段的整体曲线布置与放样OA
Overall Curve Layout and Setting-Out of Simply Supported Beam Bridges with Variable Track Spacing in Multi-Track Railway Sections
[目的]多线桥的整体曲线布置常面临线间距变化、打线线位不确定等复杂情况,传统人工设计方法难以提出精确解.[方法]提出一种图解法用于多线桥曲线布置,通过初步曲线要素计算、梁部曲线放样和梁缝动态调整的计算过程,实现多线桥在曲线上的精确计算与最终放样.[结果](1)多线桥曲线布置可采用任意一条线位和线间距进行计算,但随着线间距增大或曲线半径减小,梁缝和偏角的计算值与实际值的偏差会明显增加,因此需通过放样校核进行修正;(2)为校核曲线布置计算的正确性,可在线路平面图上进行梁部放样,放样的已知数据仅为打线线位的偏距、梁宽和梁缝值,无需偏角值;(3)当放样结果显示梁缝值不满足规范要求时,可通过增大初始梁缝重新放样,直至满足要求,最终在梁部放样图上测量的偏角即为实际偏角值;(4)按照梁部放样图中的梁体坐标进行实际施工后,实测梁缝和偏角值与计算值的吻合度达 100%,验证了该方法的准确性和可靠性.[结论]该方法计算过程直观、便捷,已成功应用于石济客专、通甬高铁等实际工程,提高了设计效率和施工精度.未来,结合数智化决策系统和阈值控制机制,可进一步优化参数调整与方案评估,为其他复杂情况的曲线布置计算提供参考与借鉴.
[Objective]The overall curve layout of multi-track bridges often faces complex conditions such as variable track spacing and uncertain reference line positions,making it difficult for traditional manual design methods to provide accurate solutions.[Methods]A graphical method was proposed for the curve layout of multi-track bridges.This method achieved accurate calculation and final setting-out of multi-track bridges on curves through a calculation process involving preliminary calculation of curve elements,girder setting-out on curves,and dynamic adjustment of girder gaps.[Results](1)The curve layout of multi-track bridges could be calculated using any reference line position and track spacing.However,as the track spacing increased or the curve radius decreased,the deviations between the calculated and actual values of girder gaps and deflection angles increased significantly,requiring correction through setting-out verification.(2)To verify the accuracy of curve layout calculations,girder setting-out could be performed on railway plan drawings.The known data required for setting-out included only the offset distance of the reference line,girder width,and girder gap values,without requiring deflection angle values.(3)When the setting-out results showed that the girder gap values did not meet the specification requirements,the initial girder gap could be increased and the setting-out could be repeated until the requirements were met.The deflection angle measured from the final girder setting-out drawing was the actual deflection angle.(4)After construction was carried out according to the girder coordinates in the girder setting-out drawing,the measured girder gaps and deflection angles showed 100%consistency with the calculated values,verifying the accuracy and reliability of the method.[Conclusion]This intuitive and convenient method has been successfully applied in practical projects such as the Shijiazhuang-Jinan passenger dedicated railway and the Nantong-Ningbo high-speed railway,improving design efficiency and construction accuracy.In the future,integrating digital and intelligent decision-making systems with threshold control mechanisms could further optimize parameter adjustment and scheme evaluation,providing references for curve layout calculations under other complex conditions.
陈鹏飞;叶坤;李征;张秀云;廖立坚;王雨权
中铁大桥局集团第四工程有限公司,南京 210031中交第二公路工程局有限公司,西安 710065西安华创土木科技有限公司,西安 710075西安华创土木科技有限公司,西安 710075中国铁路设计集团有限公司,天津 300308中国铁路设计集团有限公司,天津 300308
交通工程
铁路桥梁曲线布置梁部放样多线桥变线间距桥整体布置
railway bridgescurve layoutgirder setting-outmulti-track bridgesbridges with variable track spacingoverall layout
《铁道标准设计》 2026 (10)
124-131,138,9
国家重点研发计划项目(2022YFB2603400)中国国家铁路集团有限公司科技研究计划青年专项(Q2023G020)
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