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超导电动悬浮交通道岔平面曲线参数设计研究OA

Study on Design of Horizontal Curve Parameters for Turnouts of Superconducting Electrodynamic Suspension Transit

中文摘要英文摘要

[目的]超导电动悬浮交通采用槽形轨道,其折线型道岔设计方法为多段导轨梁"以直拟曲",所以亟需对曲线线形、道岔参数及分段拟合规律等进行分析,开展超导电动悬浮交通折线型道岔线形及参数设计理论研究.[方法]采用单圆曲线和回旋线型缓圆缓曲线,对超导电动悬浮交通不同速度等级的折线型道岔进行平面曲线线形设计,分析车轨几何约束和舒适性指标对线形设计的要求,讨论单跨长度、转辙角度、道岔区长度、拟合圆曲线半径与分跨数、圆缓比的关系,给出适用于中低速和高速的折线型道岔线形图.[结果]结果表明,侧向允许通过速度100 km/h 级道岔拟合单圆曲线时,单跨长度和转辙角度随跨数增加而减小,8 跨后减小速率变缓,道岔区长度和圆曲线半径则先减小后增大.200 km/h 级道岔拟合缓圆缓曲线时,单跨长度和总转辙角度随圆缓比增大而减小,圆缓比小于 2 时单跨长度迅速减小,总转辙角度呈波浪形减小,道岔区总长度和圆曲线半径则逐渐增大.[结论]得出结论:中低速100 km/h 级道岔推荐采用8 跨拟合单圆曲线,单跨长9 m,道岔区转过角度 5.699 5°,拟合圆曲线半径 724 m;若要求更高的乘坐舒适性,也可采用小圆缓比的缓圆缓曲线.200 km/h 级正线换线道岔推荐采用小圆缓比和相对较小圆曲线半径的缓圆缓型道岔,圆缓比取 2 时,单跨长 19.8 m,道岔区转过角度 3.001 2°,拟合圆曲线半径 2 268 m,若要求更高行车安全性和乘坐舒适性,可适当增加圆曲线半径以减小折角处的侧向冲击.

[Objective]Superconducting electrodynamic suspension(EDS)transit uses a trough-shaped guideway,and its broken-line turnout design method approximates curves using multiple straight guideway beams.Therefore,it is necessary to analyze the curve alignment,turnout parameters,and segmental fitting patterns and conduct theoretical research on the alignment and parameter design of broken-line turnouts for superconducting EDS transit.[Methods]Single circular curves and clothoid-type transition-circular-transition curves were used to design the horizontal alignments of broken-line turnouts for superconducting EDS transit at different speed levels.The requirements for alignment design imposed by vehicle-guideway geometric constraints and ride comfort indicators were analyzed.The relationships of single-span length,turnout-beam deflection angle,turnout-zone length,and fitted circular-curve radius with the number of spans and circular-to-transition curve length ratio were discussed.Alignment diagrams of broken-line turnouts suitable for medium-low-speed and high-speed operation were presented.[Results]The results indicated that for 100 km/h-class turnouts with a permissible diverging speed,when a single circular curve was fitted,the single-span length and turnout-beam deflection angle decreased as the number of spans increased,and their rates of decrease slowed beyond eight spans.The turnout-zone length and circular-curve radius first decreased and then increased.When the transition-circular-transition curve was fitted for a 200 km/h-class turnout,the single-span length and total turnout-zone deflection angle decreased as the circular-to-transition curve length ratio increased.When the ratio was less than 2,the single-span length decreased rapidly,the total turnout-zone deflection angle decreased in a wave-like pattern,and the total turnout-zone length and circular-curve radius gradually increased.[Conclusion]It is concluded that an eight-span fit to a single circular curve is recommended for 100 km/h-class medium-low-speed turnouts,with a single-span length of 9 m,a turnout-zone deflection angle of 5.699 5°,and a fitted circular-curve radius of 724 m.If higher ride comfort is required,a transition-circular-transition curve with a small circular-to-transition curve length ratio can also be used.For 200 km/h-class main-line switching turnouts,a transition-circular-transition curve turnout with a small circular-to-transition curve length ratio and a relatively small circular-curve radius is recommended.At a circular-to-transition curve length ratio of 2,the single-span length is 19.8 m,the turnout-zone deflection angle is 3.001 2°,and the fitted circular-curve radius is 2 268 m.If higher operational safety and ride comfort are required,the circular-curve radius can be appropriately increased to reduce lateral impact at the turnout-beam joints.

潘欣嫄;赵春发;冯洋;杨晶;彭也也

西南交通大学轨道交通运载系统全国重点实验室,成都 610031西南交通大学轨道交通运载系统全国重点实验室,成都 610031西南交通大学轨道交通运载系统全国重点实验室,成都 610031中车长春轨道客车股份有限公司磁浮研究所,长春 130062西南交通大学轨道交通运载系统全国重点实验室,成都 610031

交通工程

超导电动悬浮折线型道岔曲线参数几何约束乘坐舒适性

superconducting electrodynamic suspensionbroken-line turnoutcurve parametersgeometric constraintsride comfort

《铁道标准设计》 2026 (10)

64-72,87,10

国家重点研发计划课题(2024YFF0508001,2024YFF0508004)国家自然科学基金面上项目(52172375)

10.13238/j.issn.1004-2954.202501030003

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