铁道标准设计2018，Vol.62Issue(5)：45-48,4.DOI:10.13238/j.issn.1004-2954.201708150001
不同坐标系差异对特长隧道施工精度的影响分析
Analysis of Impacts of Different Coordinate Systems on Extra-long Tunnel Construction Accuracy
徐杰1
作者信息
- 1. 中铁第一勘察设计院集团有限公司,西安 710043
- 折叠
摘要
Abstract
In order to solve the problem of central line incompatibility and layout inconsistency caused by the establishment of two construction plane control networks during construction, this paper employs relative relation analysis between different coordinate systems,alignment analysis of central line layout in two different coordinate systems,theoretical central line analysis in different coordinate systems to access construction impacts based on the ballastless track in an extra-long railway tunnel. The results show that there is no significant difference between the independent coordinate system theoretical central line and the line coordinate system theoretical central line, and the application of the line coordinate system theoretical central line in line construction and track laying is practical and effective.关键词
铁路隧道/特长隧道/相对关系法/独立坐标系/理论中线/线路坐标系Key words
Railway tunnel/Extra-long tunnel/Relative relation method/Independent coordinate system/Theoretical central line/Line coordinate system分类
交通工程引用本文复制引用
徐杰..不同坐标系差异对特长隧道施工精度的影响分析[J].铁道标准设计,2018,62(5):45-48,4.
