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高铁轨道精测站间搭接精度指标合理性研究 被引量:8

Research on the reasonable accuracy specifications of fine tuning measurement of high-speed railway track between station lap
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摘要 高速铁路轨道精调测量是保障轨道的高平顺性的重要工序,其测站间重复轨枕的搭接精度为三维坐标较差ΔX,ΔY,ΔZ≤±2mm。从自由设站的精度入手,正推测站搭接精度,发现2mm的精度要求偏严;结合对坐标较差合理性的分析,提出应根据自由设站的精度指标来决定搭接个数,结合搭接个数来制定搭接精度,且应把直接坐标比较转换为比较纵横向,这样既保证了轨道高平顺性的要求,又可使轨道精调测量时,现场作业更加灵活与高效,为后续规范的完善与修改提供一定的参考。 The measurement of fine-tuning in high-speed railway track is an important step to guarantee the ride comfort,and lap sleeper accuracy of three-dimensional coordinates,ΔX,ΔY,ΔZ should be no more than 2 mm between its duplicated stations.According to the accuracy of freely setting station,speculating the accura-cy of station leap,we drew a conclusion that 2 mm maybe a little strict.Through reasonable analysis of the coor-dinate modification,it is proposed that the lap number should be decided based on the accuracy of freely setting station,and then according to the lap number,the lap accuracy could be controlled in this case.Meanwhile,the comparison of direct coordinates should be converted to a relatively vertical and horizontal magnitude,thus it can not only ensure high smoothness requirement,but also make the measurement work more flexible and efficient, thereby providing a reference for the improvement and modification of following norms.
出处 《铁道科学与工程学报》 CAS CSCD 北大核心 2014年第6期132-136,共5页 Journal of Railway Science and Engineering
基金 中央高校基本科研业务费专项资金资助项目(SWJTU12BR014/SWJTU12ZT07) 国家自然科学基金资助项目(51178404) "2011计划"轨道交通安全协同创新中心经费资助项目
关键词 高速铁路 轨道几何状态测量仪 测站搭接 精度 high-speed railway track geometry measuring instrument station lap accuracy
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  • 1宋润嘉,华斌,魏洪波.几种典型自由设站法测量的解算及精度分析[J].城市道桥与防洪,2005(1):85-88. 被引量:10
  • 2王爱生,欧吉坤.部分最小二乘平差方法及在粗差定值与定位中的应用[J].测绘科学,2005,30(2):70-72. 被引量:20
  • 3梁玉保,何保喜.高职高专测量平差基础课程教学探讨[J].测绘通报,2006(5):75-76. 被引量:9
  • 4Kerr A D,Moroney B E.Track transition problems and remedies[J].Bulletin 742-American Railway Engineering Association,1995,742:267-297.
  • 5Kerr A D.A method for determining the track modulus using a locomotive or car on multi-axle trucks[J].Proceeding American Railway Engineering Association.1987,84(2):270-286.
  • 6Kerr A D.On the vertical modulus in the standard railway track analyses[J].Rail International,1989,235(2):37-45.
  • 7Moroney B E.A study of railroad track transition points and problems[D].Department of Civil Engineering,University of Delaware,1991.
  • 8LEI Xiao-yan,MAO Li-jun.Dynamic response analyses of vehicle and track coupled system on track transition of conventional high speed railway[J].Journal of Sound and Vibration,2004,271(3):1133-1146.
  • 9Vesic A S.Beams on elastic subgrade and the winkler hypothesis[A].Proceedings 5th Int Conf soil Mech Found Engng[C].Paris,1963,Vol.1:845-850.
  • 10Heelis M E,Collop A C,Dawson A R,et al.Transient effects of high speed trains crossing soft soil[A].Geotechnical Engineering for Transportation Infrastructure[C].Barends et al.(eds).Balkema,Rotterdam,1999.1809-1814.

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