高速铁路运营阶段CPⅢ复测方法研究与应用

任晓春,周东卫

铁道工程学报 ›› 2013, Vol. 30 ›› Issue (2) : 25-29.

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PDF(317 KB)
铁道工程学报 ›› 2013, Vol. 30 ›› Issue (2) : 25-29.
线路与轨道

高速铁路运营阶段CPⅢ复测方法研究与应用

  • 任晓春,周东卫
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Research and Application of Method for Retesting CPⅢ Control Network During Operation and Maintenance Stages of High-speed Railway

  • REN Xiao-chun, ZHOU Dong-wei
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文章历史 +

摘要

研究目的:CPⅢ轨道控制网是高速铁路运营维护阶段轨道系统静态检查的控制基准,需要定期进行必 要的复测,且复测工作仅能在夜间4h天窗维修时间内进行。现行规范中CPⅢ网的复测方法需要全线复测且必须联测上一级控制点进行分区段测量等特点导致存在复测工作量大、效率低下等问题。发展一种适用于运营维护阶段cpⅢ网复测的新方法并制定合理的点位稳定性判定标准具有非常重要的意义。
研究结论:(1)模拟计算确定CPⅢ网复测的横向和纵向弦长较差限差的建议值分别为1mm和2mm,并据此进行了复测点位稳定性判定的试验验证。判定方法为:当相邻CPIII点间不满足不大于1mm的横向弦长较差限差时,则至少有一点的稳定性欠佳,为进一步判别,需结合这两点与相邻点间的纵向弦长较差是否大于2mm来确定。(2)采用横向和纵向弦长较差的相对变化进行点位稳定性判定与现行规范中的复测方法结论一致,证明该方法是可行的,研究成果对CPⅢ网的复测及相关测量规范的制定和完善有参考价值。

Abstract

Research purposes: As the control datum for checking and adjusting the railway track of high-speed railway during the operation and maintenance stages, the CPⅢ track control network needs to be retested regularly within four hours of maintenance window time at night. With the retesting method stipulated in the current code for the CPⅢ , it has to be co-tested with the control points of the higher rank section by section. In this way, there are lots of retesting works to be done and the retesting efficiency is low. So it is very important to develop a retesting method and work out a kind of standard for judging the stability of the control point for retesting the CPⅢ during the operation and maintenance stages of high-speed railway.
Research conclusions: (1) By simulation calculation, the recommended values of the limit error of lateral and longitudinal chord lengths were determined and they were separately 1 mm and 2 mm. With these data, the verified tests were done for judging the stability of the retesting control points. The judging method was as follows: When the limit error of the lateral chord length between the adjacent control points of CPⅢ did not exceed the limit of 1 mm, it showed that at least the stability of one control points was poor. For further confirming the stability, it needed to see whether the limit error between the longitudinal chords lengths of these two control points and their adjacent CPⅢ points exceed the limit of 2 mm or not. (2) The testing results showed that the conclusions obtained by using the method presented in this paper were consistent with that obtained by using the methods stipulated in the current codes, so this method was feasible and the research result could provide the reference to working out and improving the specifications for retesting CPⅢ.

关键词

高速铁路 / 运营维护 / CPⅢ网 / 复测 / 纵横向弦长

Key words

high-speed railway / operation and maintenance / CPⅢtrack control network / retesting / longitudinal and lateral chord

引用本文

导出引用
任晓春, 周东卫. 高速铁路运营阶段CPⅢ复测方法研究与应用[J]. 铁道工程学报, 2013, 30(2): 25-29
REN Xiao-chun, ZHOU Dong-wei. Research and Application of Method for Retesting CPⅢ Control Network During Operation and Maintenance Stages of High-speed Railway[J]. Journal of Railway Engineering Society, 2013, 30(2): 25-29
中图分类号: U212.24   

参考文献

[1] TB 10601—2009,高速铁路工程测量规范[S]. TB 10601—2009, Code for Engineering Survey of High Speed Railway [S].
[2] 铁建设 [2009] 20号,关于进一步规范铁路工程测量控制网管理工作的通知[S]. Railway Construction [2009] No.20, A Notification on the Further Regulate Survey Control Network of Railway [S].
[3] 运基线路[2010] 554号,高速铁路运营沉降监测管理办法[S]. Railway Transportation Infrastructure [2010] No.554, Subsidence Monitoring Measures at Operating and Maintenance Stage for High-speed Railway [S].
[4] 康高亮.高速铁路工务运营维护与管理[J].中国铁路, 2010(12): 29-33. Kang Gaoliang. Track Maintenance and Management for High Speed Railway [J]. Chinese Railways, 2010(12): 29-33.
[5] 武汉大学测绘学院测量平差学科组.误差理论与测量平差基础[M].武汉:武汉大学出版社,2003. Subject Group of Surveying Adjustment, School of Geodesy and Geomatics, Wuhan University. Theory of Errors and Basis of Surveying Adjustment [M]. Wuhan: Wuhan University Press, 2003.
[6] 徐小左,刘成龙,杨友涛.无砟轨道精调中CPIII网点稳定性检测方法的研究[J].铁道工程学报,2008(9): 21-22. Xu Xiaozuo, Liu Chenglong, Yang Youtao. Research on the Detection Method of CPm Points Stability in Fine Adjustment of Ballastless track [J]. Journal of Railway Engineering Society, 2008(9): 21-22.
[7] 王国昌,徐小左,刘成龙.高速铁路CPIII平面网的闭合差研究及其应用[J].铁道学报, 2009(10): 79-83. Wang Guochang, Xu Xiaozuo, Liu Chenglong. Research and Application of Closure for High Speed Railway CPm Plane Network [J]. Journal of the China Railway Society, 2009(10): 79-83.
[8] 彭仪普,许曦,杨文雅.客运专线无碴轨道精密定轨测量技术研究[J].铁道科学与工程学报,2007(6): 78-82. Peng Yipu, Xu Xi, Yang Wenya. Precisely Survey for Ballastless Track in the Passenger Dedicated Railway Line [J]. Journal of Railway Science and Engineering, 2007(6): 78-82.

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