CPⅢ高程网复测稳定性分析方法研究

刘成龙; 刘竹均; 杨雪峰; 刘志

doi:10.3969/j.issn.0258-2724.2017.01.013

CPⅢ高程网复测稳定性分析方法研究

doi: 10.3969/j.issn.0258-2724.2017.01.013

刘成龙^1,2,
刘竹均³,
杨雪峰^1,2,
刘志^1,2

基金项目:

长江学者和创新团队发展计划资助项目（PCSIRT）

详细信息

作者简介:
刘成龙(1962-),男,教授,硕士,研究方向为精密工程测量与变形监测,E-mail:lclzwy@vip.sina.com

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出版历程
- 收稿日期: 2015-12-14
- 刊出日期: 2017-02-25

New Methodology for Stability Analysis on Repeated Measurement of CPⅢ Vertical Control Network

摘要

摘要: 针对当前规范中关于CPⅢ高程网复测稳定性分析方法存在原、复测高差较差2 mm的规定不合理、可能出现稳定点错判，以及规定原、复测高程较差限差3 mm的依据不足等问题，推导了原、复测高差较差和原、复测高程较差的合理限差，提出了对CPⅢ高程网复测的稳定性分析新方法.该方法根据CPⅢ高程网原测和复测的平差结果计算出CPⅢ高程网中所有测段的原测与复测高差较差，根据其限差指标探测出CPⅢ高程网中所有不稳定的测段；对于每一段不稳定测段中的两个CPⅢ点分别计算它们的高程较差限差，探测不稳定测段中的不稳定点，以此进行CPⅢ高程网的稳定性分析.理论分析和实测数据结果表明，CPⅢ高程网中各个相邻点间测段的原、复测高差较差限差为1.4 mm时，能够正确地探测出网中不稳定的CPⅢ点.
- CPⅢ高程网 /
- 复测 /
- 稳定性分析 /
- 测段 /
- 高差 /
- 较差
Abstract: In the current code on the stability analysis of repeated measurements for the CPⅢ vertical control network of high-speed railways, the divergence tolerance of elevation between original and repeated measurements should be no more than 2 mm, which is not reasonable due to misjudging stable points. Besides, there is also poor evidence to set the altitude difference between original and repeated measurements to be no more than 3 mm. Thus, more reasonable divergence tolerance of elevation and altitude difference between the original and repeated measurements were deduced, and a new method on the stability analysis of CPⅢ vertical control network was proposed. This new method calculates the altitude difference for every segment of the CPⅢ vertical control network and detects unstable segments in the whole network according to the original and repeated measurement limits. Then, for the two CPⅢ points on each unstable segment, the divergence tolerances of elevation were computed respectively to detect the unstable CPⅢ points of the unstable segments and analyze the stability of CPⅢ vertical control network. Both the theoretical and test data show that when the divergence tolerance of elevation between original and repeated measurements for the neighboring points is less than 1.4 mm, the proposed method can reliably detect the unstable points from the CPⅢ vertical control network.
- CPⅢ vertical control network /
- repetition measurement /
- stability analysis /
- measure segment /
- divergence tolerance of elevation /
- altitude difference between original and repeated measurements

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参考文献(16)

中华人民共和国铁道部. TB 10601-2009高速铁路工程测量规范[S]. 北京:中国铁道出版社,2009.

刘成龙,杨友涛,徐小左. 高速铁路CPⅢ交会网必要测量精度的仿真计算[J]. 西南交通大学学报,2008,43(6):718-723. LIU Chenglong, YANG Youtao, XU Xiaozuo. Simulated determination of accuracy requirement for control points Ⅲ intersection networks in high-speed railway[J]. Journal of Southwest Jiaotong Uniwersity, 2008, 43(6):718-723.

何林烜,刘成龙,达乾龙,等. 高速铁路轨道控制网高程网测量新方法[J]. 铁道科学与工程学报,2014,11(6):137-141. HE Linxuan, LIU Chenglong, DA Qianlong, et al. New method for elevation network measurement of high-speed railway track control network[J]. Journal of Railway Science and Engneering, 2014, 11(6):137-141.

刘成龙,金国清,杨雪峰,等. 自由测站边角交会网在隧道内平面控制中的应用研究[J]. 西南交通大学学报,2014,49(1):1-7. LIU Chenglong, JIN Guoqing, YANG Xuefeng, et al. Using free-station linear-angular intersection network in tunnel horizontal survey of high-speed railway[J]. Journal of Southwest Jiaotong Uniwersity, 2014, 49(1):1-7.

刘成龙,杨雪峰,卢建康,等. 高速铁路CPⅢ 三角高程网构网与平差计算方法[J]. 西南交通大学学报,2011,46(3):434-439. LIU Chenglong, YANG Xuefeng, LU Jiankang, et al. Construction and adjustment method for CPⅢ trigonometric leveling network of high-speed railway[J]. Journal of Southwest Jiaotong Uniwersity, 2011, 46(3):434-439.

付建斌,刘成龙,卢建康,等. 基于自由测站的高速铁路CPⅢ高程控制网建网方法研究[J]. 铁道工程学报,2010(11):32-37. FU Jianbin, LIU Chenglong, LU Jiankang, et al. Study on the CPⅢ vertical control network establishing method of high-speed railway based on free-station[J]. Journal of Railway Engineering Society, 2010(11):32-37.

刘志,刘成龙,曹成度,等. 基于多限差的高铁CPI控制网复测稳定性分析新方法研究[J]. 铁道勘察,2015(5):10-13. LIU Zhi, LIU Chenglong, CAO Chengdu, et al. New method of CPI control network repetition survey stability analysis based on multi-tolerances[J]. Railway Investigation and Surveying, 2015(5):10-13.

任晓春,周东卫. 高铁运维阶段CPⅢ平面网复测方法研究与应用[J]. 铁道建筑技术,2013(8):72-75,83. REN Xiaochun, ZHOU Dongwei. Research and application of CPⅢ plane network repetition surveying technique for high-speed railway at operating and maintenance stage[J]. Railway Construction Technology, 2013(8):72-75,83.

徐小左. 高铁CPⅢ复测高程和相邻点高差较差限差的确定[J]. 铁道工程学报,2010(10):45-48. XU Xiaozuo. Determination of divergence tolerance of elevation and altitude difference between adjoining points of high speed railway with CPⅢ network[J]. Journal of Railway Engineering Society, 2010(10):45-48.

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(2):25-29. RENG Xiaochun, ZHOU Dongwei. 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(2):25-29.

刘胜,刘成龙,王利朋. 轨道控制网平面网复测精度指标合理性探讨[J]. 测绘工程, 2015(6):39-42. LIU Sheng, LIU Chenglong, WANG Lipeng. Research on the reasonable accuracy specifications of re-measuring the CPⅢ plane control network[J]. Engineering of Surveying and Mapping, 2015(6):39-42.

蒲星钢,刘成龙,林远胡,等. 高速铁路轨道基准网高程网精度指标合理性研究[J]. 铁道建筑,2013(4):124-127. PU Xinggang, LIU Chenglong, LIN Yuanhu, et al. Research on the rationality of the accuracy index of elevation control network based on track reference network[J]. Railway Engineering, 2013(4):124-127.

林远胡,刘成龙,蒲星钢,等. 高速铁路轨道基准网平面网精度指标合理性研究[J]. 铁道建筑,2013(5):141-144. LIN Yuanhu, LIU Chenglong, PU Xinggang, et al. Research on the rationality of the accuracy index of plane network based on track reference network[J]. Railway Engineering, 2013(5):141-144.

李书亮,刘成龙,倪先桃. 高速铁路CPⅢ高程控制网测量方法研究[J]. 测绘科学,2011,36(1):45-47. LI Shuliang, LIU Chenglong, NI Xiantao. Study on the surverying method of CPⅢ vertical control network in high-speed railway[J]. Science of Surveying and Mapping, 2011, 36(1):45-47.

中华人民共和国国家质量监督检验检疫总局、中国国家标准化管理委员会. GB/T12897-2006国家一、二等水准测量规范[S]. 北京:中国标准出版社,2006.

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,2003:22-55.

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