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考虑竖曲线修正影响的铁路纵断面模型OA

Railway Vertical Alignment Model Considering Influence of Vertical Curve Correction

中文摘要英文摘要

[目的]在铁路勘察设计方案比较阶段需要进行大量的纵断面设计,基于山区选线、城区选线等选线原则并结合线路平面线型,提出符合规范要求、满足沿线控制点需求且契合设计意图的纵断面.当线路变坡点坡度差较大且竖曲线半径较小时,竖曲线对线路高程修正影响较为显著,因此应将其纳入研究范畴.[方法]为开展有效的辅助设计并提高设计效率,针对铁路纵断面自动设计问题,提出一种铁路纵断面模型与求解算法.首先,基于纵断面设计中的最大最小坡段长度、坡度限制和高程控制等关键设计要素,建立铁路纵断面优化的整数线性规划模型.通过二次约束刻画竖曲线对高程修正的影响,进一步完善构建包含二次约束的整数规划模型.其次,鉴于传统求解器难以快速求解含二次约束的模型,采用遗传算法作为求解算法,为自适应确定变坡点的数量、位置与高程,遗传算法使用里程/高程的表达方式.最后,通过实际铁路建设项目数据进行数值实验.[结果]实验结果表明,算法计算时间中位数为4.34 s,可以自适应确定变坡点数量与位置,提供考虑竖曲线修正影响且满足规范与控制点要求的纵断面方案.[结论]研究成果可进一步应用于铁路纵断面辅助设计,为线路纵断面自动设计提供借鉴和参考.

[Objective]In the scheme comparison stage of railway survey and design,a large number of vertical alignment designs are required.Based on route selection principles for mountainous and urban areas,and in combination with the horizontal alignment,vertical alignments are proposed that meet regulatory requirements,satisfy the requirements of control points along the route,and align with design intent.When the grade difference at the points of vertical intersection is large and the vertical curve radius is small,the vertical curve has a significant impact on elevation correction,so it should be included in the study.[Methods]To effectively assist the design process and improve design efficiency,a railway vertical alignment model and solution algorithm were proposed.First,based on key design elements in vertical alignment,such as the maximum and minimum slope segment lengths,slope constraints,and elevation control,an integer linear programming model was established for optimizing railway vertical alignment.A quadratic constraint was introduced to describe the influence of vertical curves on elevation correction,further improving the integer programming model by incorporating this quadratic constraint.Second,since traditional solvers struggle to quickly solve models with quadratic constraints,a genetic algorithm was adopted as the solution method to adaptively determine the number,location,and elevation of points of vertical intersection.The genetic algorithm used a mileage/elevation representation.numerical experiments were conducted using real railway construction project data.[Results]The experimental results showed that the median computation time of the algorithm was 4.34 seconds,and it adaptively determined the number and location of points of vertical intersection while providing vertical alignment schemes that considered the effect of vertical curve correction and met regulatory and control point requirements.[Conclusion]The research findings can be further applied to assisted railway vertical alignment design,providing references for automatic vertical alignment design.

李功

中铁第四勘察设计院集团有限公司线站院,武汉 430063

交通工程

铁路纵断面设计竖曲线修正二次约束整数规划模型遗传算法自适应辅助设计

railwayvertical alignment designvertical curve correctionquadratic constraintinteger programming modelgenetic algorithmadaptiveassisted design

《铁道标准设计》 2026 (6)

42-46,55,6

国家重点研发计划项目(2021YFB2600400)中国铁建股份有限公司科技研发计划课题(2022-A02)

10.13238/j.issn.1004-2954.202409110001

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