耿中利;张同刚;杨怀志;杨书生;施洲;

• 1:西南交通大学地球科学与环境工程学院
• 2:西南交通大学高速铁路运营安全空间信息技术国家地方联合工程实验室
• 3:京沪高速铁路股份有限公司
• 4:西南交通大学土木工程学院

摘要(Abstract)：

针对由于大跨钢桁梁形变导致其上设置的轨道控制点(CPIII)空间位置的变化,进而导致轨道平顺性的测量结果受到影响的问题,该文从轨道维护角度出发,探讨大跨钢桁梁形变对轨道测量及平顺性影响规律。通过模拟实验对大跨钢桁梁形变引起的自由设站坐标、钢轨几何位置测量值以及轨道平顺性指标3方面的影响进行了深入讨论,结果表明:对于直线段大跨钢桁梁部分的轨道平顺性影响较小,对钢桁梁与两端混凝土梁连接处的轨道平顺性影响较大。

关键词(KeyWords)： 大跨钢桁梁;轨道平顺性;变形;高速铁路

Abstract:

Keywords:

基金项目(Foundation): 中国铁路总公司重大科研项目(2014G004-B);中国铁路总公司科研试验任务项目(Z2013-038-5);; 长江学者和创新团队发展计划资助项目(IRT13092)

作者(Author): 耿中利;张同刚;杨怀志;杨书生;施洲;

Email:

DOI: 10.16251/j.cnki.1009-2307.2017.08.026

参考文献(References)：

• [1]郑健.中国高速铁路桥梁建设关键技术[J].中国工程科学,2008,10(7):18-27.(ZHENG Jian.Key technologies for high speed railway bridge construction[J].Engineering Sciences,2008,10(7):18-27.)
• [2]盛黎明.中国高速铁路典型和特殊结构桥梁[J].中国铁路,2010(12):74-77.(SHENG Liming.Typical and special structural bridge of China high speed railways[J].Chinese Railways,2010(12):74-77.)
• [3]岑敏仪,张同刚,李劲,等.CPIII控制网测量数据处理方法的比较[J].铁道学报,2011,33(8):99-102.(CEN Minyi,ZHANG Tonggang,LI Jin,et al.Comparison of measuring data compression methods of CPIII control networks[J].Journal of the China Railway Society,2011,33(8):99-102.)
• [4]王鹏,潘正风.高速铁路轨道平顺性与轨道控制网精度关系的探讨[J].测绘地理信息,2011,36(4):34-36.(WANG Peng,PAN Zhengfeng.Track regularity of high-speed railway and accuracy of track control network[J].Journal of Geomatics,2011,36(4):34-36.)
• [5]IZVOLTOVA J,VILLIM A,KOZAK P.Determination of geometrical track position by robotic total station[J].Procedia Engineering,2014,91:322-327.
• [6]张忠良,杨友涛,刘成龙.轨道精调中后方交会点三维严密平差方法研究[J].铁道工程学报,2008,25(5):33-36.(ZHANG Zhongliang,YANG Youtao,LIU Chenglong.Study on three-dimensional strict adjustment method of space resection for precise positioning track[J].Journal of Railway Engineering Society,2008,25(5):33-36.)
• [7]王世君.高速铁路大跨连续梁段CPIII平面控制网应用方法研究[J].测绘通报,2013(4):59-61.(WANG Shijun.Research on application method for CPⅢplane control network in large span continuous beam of high speed railway[J].Bulletin of Surveying and Mapping,2013(4):59-61.)
• [8]帅明明,王文庆.大跨度连续梁CPIII点平面坐标修正方法探讨[J].北京测绘,2013(3):19-21.(SHUAI Mingming,WANG Wenqing.Inquiry into the correction method of the horizontal coordinate of the CPⅢpoints on large-span continuous beam[J].Beijing Surveying and Mapping,2013(3):19-21.)
• [9]刘林,刘成龙,郭良浩,等.长大钢桁梁上CPIII高程网多值性问题的解决方法研究[J].工程勘察,2012(3):54-58.(LIU Lin,LIU Chenglong,GUO Lianghao,et al.Research on solution to the multi-value problem of CPⅢheight network on long-and-large steel truss girders[J].Geotechnical Invertigation&Surveying,2012(3):54-58.)
• [10]江正荣.建筑施工计算手册[M].北京:中国建筑工业出版社,2001.(JIANG Zhengrong.Construction calculation manual[M].Beijing:China Architechure and Building Press,2001.)
• [11]杨友涛,孔延花,孔书祥.高速铁路轨检仪绝对测量方法应用研究[J].铁道建筑,2010(12):97-99.(YANG Youtao,KONG Yanhua,KONG Shuxiang.Study on application of absolute measuring method with rail detector to high-speed railway[J].Railway Engineering,2010(12):97-99.)
• [12]中铁工程设计咨询集团有限公司.SGJ-T-CEC-I型轨道几何状态测量仪操作介绍[R].[出版地不详]:[出版者不详],2010.(China Railway Engineering Consulting Group Co.,Ltd..Introduction to SGJ-T-CEC-I track geometry measuring instrument operation[R].[S.l.]:[s.n.].2010.)
• [13]中交公路规划设计院有限公司.公路桥涵设计通用规范:JTG D60—2004[S].北京:人民交通出版社,2004.(CCCC Highway Consultants Co.,Ltd..General specifications for design of highway bridges and culverts:JTG D60—2004[S].Beijing:China Communications Press,2004.)
• [14]石德斌,王长进,李博峰.高速铁路轨道控制网测量和数据处理探讨[J].铁道工程学报,2009(4):26-30.(SHI Debin,WANG Changjin,LI Bofeng.Exploration on the surveying and data processing of control network for ballastless track of high-speed railway[J].Journal of Railway Engieering Society,2009(4):26-30.)
• [15]中铁二院工程集团有限责任公司.高速铁路工程测量规范:TB 10601—2009[S].北京:中国铁道出版社,2009.(China Railway Eryuan Engineering Group Co.,Ltd..Specifications for survey engineering of high speed railway:TB 10601—2009[S].Beijing:China Railway Publishing House,2009.)