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锦赤铁路三标段GPS控制网复测研究
引用本文:丁海鹏,杨云鸿,魏宗海.锦赤铁路三标段GPS控制网复测研究[J].中国煤炭地质,2010(10):68-70.
作者姓名:丁海鹏  杨云鸿  魏宗海
作者单位:[1]东北煤田地质局勘察设计研究总院,辽宁沈阳110013 [2]中国水利水电第十四工程局有限公司,云南昆明655000 [3]河北省地矿局第三地质大队,河北张家口075000
摘    要:锦赤铁路是一条高标准的国家I级铁路,为建立一套与之相适应的精密铁路工程测量体系,应建设方要求,对位于朝阳市境内的锦赤铁路三标段(ZH-03)进行了GPS控制网复测及贯通测量。结果表明,GPS网平差后坐标和点位精度满足设计与规范要求,仅有C122~C139段与原设计提供的坐标相差5~11cm,经分析认为该段原设计为一级导线,施测方法与本次复测不同,从而导致精度的差异,但其复测成果仍然是可靠的,完全满足施工放样的需要。

关 键 词:GPS控制点  控制网复测  平差

GPS Control Network Repetition Survey Study in No.3 Bid Lot,Jinzhou-Chifeng Railway
Ding Haipeng,Yang Yunhong and Wei Zonghai.GPS Control Network Repetition Survey Study in No.3 Bid Lot,Jinzhou-Chifeng Railway[J].Coal Geology of China,2010(10):68-70.
Authors:Ding Haipeng  Yang Yunhong and Wei Zonghai
Institution:1.Exploration,Design and Research Institute,Northeast China Bureau of Coal Geological Exploration,Shenyang,Liaoning 110013;2.Sinohydro Bureau 14 Co.Ltd.,Kunming,Yunnan 655000;3.The Third Geological Team,Hebei Province Bureau of Geology and Mineral Resources,Zhangjiakou,Hebei 075000)
Abstract:The Jinzhou-Chifeng railway is a high standard state Class I railway.To establish a set of rigid railway engineering survey system commensurate with it,responding to construction party requirement,carried out GPS control network repetition survey and holing-through survey in Jinzhou-Chifeng railway No.3 bid lot(ZH-03) within the boundaries of Chaoyang City.The result has demonstrated that the accuracy of coordinates and point locations after GPS network adjustment are satisfied design and related criteria requirements.Only the coordinates in C122~C139 sector differ from original design provided within 5cm~11cm.After analysis has considered that the original design of the sector is first-order traverse,thus the survey method is different from this repetition survey,consequently caused the accuracy difference.But the repetition survey results are still reliable and fully meet operation setting out needs.
Keywords:GPS control point  control network repetition survey  adjustment
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