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Optimization of Vertical Curve Smoothness in High-speed Railway and Its Engineering Application |
TAN Shehui1, SHI Jin2, ZHANG Yuxiao2 |
1. China Railway Shanghai Group Co.Ltd, Shanghai 200071, China; 2. Beijing Jiaotong University, Beijing 100044, China |
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Abstract Research purposes: Under the condition of high-speed operation, the relationship between alignment and passenger riding comfort is closer. The reasonable setting of vertical curve radius is of great significance to improve smoothness. Based on the dynamic and static detected data of high-speed railway, this paper analyzes that the main factor causing the dynamic detection data overrun in vertical curve section is not the track geometry, but the setting of vertical curve parameters. Combined with the design principle of vertical curve in high-speed railway, a vertical curve optimization method is proposed to reasonably increase the radius of vertical curve and improve track smoothness. The vertical curve optimization method is applied to formulate the accurate adjustment operation plan of the vertical curve overrun section in a high-speed railway, and the operation effect is verified. Research conclusions: (1)Through dynamic simulation, the recommended vertical curve radius of fine adjustment operation corresponding to the speeds of 250 km/h, 300 km/h and 350 km/h are 22 500 m, 29 500 m and 35 000 m respectively.(2)The operation plan implementation results show that the short wave vertical irregularity of 42 m decreases by 48.21%, the long wave vertical irregularity of 120 m decreases by 30.62%; The level Ⅱ warning of vertical acceleration of vehicle shaking instrument decreased from 11.4 times a day to 2.0 times.(3)The research results can provide reference for the track precise adjustment and standard setting of vertical curves in high-speed railway.
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Received: 17 August 2022
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[1] |
龙许友, 时瑾, 方文珊. 高速铁路纵断面设置对乘坐舒适性影响评价[J]. 铁道工程学报, 2015(4):48-53.Long Xuyou, Shi Jin, Fang Wenshan. Evaluation of Ride Comfort Caused by Track Vertical Alignment of High-speed Railway[J]. Journal of Railway Engineering Society, 2015(4): 48-53.
|
[2] |
王开云, 吕凯凯. 高速铁路线路空间线形的动力学评价指标体系研究[J]. 西南交通大学学报, 2016(2): 227-235. Wang Kaiyun, Lv Kaikai. Dynamic Evaluation Index System for Spatial Alignment of High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2016(2): 227-235.
|
[3] |
石德斌. 运营高铁线路平纵断面线形评估与优化研究[J]. 铁道工程学报, 2019(2): 7-10. Shi Debin. Research on the Evaluation and Optimization of Horizontal and Longitudinal Section of High-speed Railway Lines in Operation[J]. Journal of Railway Engineering Society, 2019(2): 7-10.
|
[4] |
时瑾, 孙征南, 孙宪夫, 等. 现行350 km/h高铁线路技术条件运营400 km/h高速列车适应性研究[J]. 铁道科学与工程学报, 2020(9):2171-2180. Shi Jin, Sun Zhengnan, Sun Xianfu, etc. Research on the Adaptability of High-speed Train Running at 400 km/h under Current 350 km/h High-speed Railway Technical Conditions[J]. Journal of Railway Science and Engineering, 2020(9):2171-2180.
|
[5] |
杨飞, 赵文博, 高芒芒, 等. 运营期高速铁路轨道长波不平顺静态测量方法及控制标准[J]. 中国铁道科学, 2020(3): 41-49. Yang Fei, Zhao Wenbo, Gao Mangmang, etc. Static Measurement Method and Control Standard for Long-Wave Irregularity of High-Speed Railway Track during Operation Period[J]. China Railway Science, 2020(3): 41-49.
|
[6] |
徐金辉, 许晨霄, 冯青松, 等. 基于惯性基准法的短波不平顺影响因素研究[J]. 深圳大学学报:理工版,2021(4): 347-357. Xu Jinhui, Xu Chenxiao, Feng Qingsong, etc. Influence Factors of Short-wave Irregularity Based on Inertial Reference Method[J]. Journal of Shenzhen University:Science and Engineering, 2021(4): 347-357.
|
[7] |
杨飞, 孙宪夫, 谭社会, 等. 动静态轨道不平顺评价差异及动态弦测法特性[J]. 西南交通大学学报,2022(6): 1239-1249.Yang Fei, Sun Xianfu, Tan Shehui, etc. Evaluation Difference of Dynamic and Static Track Irregularity and Characteristics of Dynamic Chord Measurement Method[J]. Journal of Southwest Jiaotong University,2022(6): 1239-1249.
|
[8] |
时瑾,张雨潇,楼梁伟,等. 新建高速铁路有砟轨道精捣作业环节改进及效果[J]. 中国铁道科学,2022(6): 8-17.Shi Jin, Zhang Yuxiao, Lou Liangwei, etc. Optimization and Effect of Accurate Tamping Operation Link for Ballasted Track in Newly-built High-speed Railway[J]. China Railway Science, 2022(6): 8-17.
|
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