[1]贾陈君.基于高精度测量网的既有线平纵断面设计研究[J].高速铁路技术,2012,3(06):18-22,26.
 JIA Chen-jun.Research on Plan and Profile Design of Existing Line Based on Precise Engineering Survey Network[J].HIGH SPEED RAILWAY TECHNOLOGY,2012,3(06):18-22,26.
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基于高精度测量网的既有线平纵断面设计研究()
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《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
3卷
期数:
2012年06期
页码:
18-22,26
栏目:
研究创新
出版日期:
2012-12-28

文章信息/Info

Title:
Research on Plan and Profile Design of Existing Line Based on Precise Engineering Survey Network
文章编号:
1674—8247(2012)06—0018-05
作者:
贾陈君
中铁二院工程集团有限责任公司土木建筑设计研究院三院, 成都 610031
Author(s):
JIA Chen-jun
Third Civil Construction Design & Research Znsitute, China Railway Eryuan Engineering Group Co., Ltd, Chengdu 610031, China
关键词:
精控网|平纵断面|设计|客运专线
Keywords:
precise engineering survey network|plan and profile|design|passenger dedicated line
分类号:
U212.24
文献标志码:
A
摘要:
通过胶济客运专线既有工程测量网和精密工程控制测量网的对比研究,提出基于高精度测量网兼容低精度网的设计、施工分析处理方法,并在胶济客运专线施工图阶段平纵断面设计以及如何与现场施工相结合进行技术处理等方面进行了实际应用,减少设计返工与避免施工中的废弃工程。通过3年多的运营证明,胶济客运专线高精度测量网兼容低精度网的测设方法和成果、线路平纵断面设计处理方法,满足了建设、运营、维护的要求。
Abstract:
This paper compares existing engineering survey network and precise engineering survey network of Qingdao-Jinan passenger dedicated line, and puts forward a solution for design and construction that is compatible with both high precision and low precision engineering survey network, and it is practically used in plan and profile design of construction drawing and technical treatment combing with field construction of Qingdao-Jinan passenger dedicated line, which decreases unnecessary redesign and waste works in construction. More than three years of operation has proved that test methods and results of high precision and low precision engineering survey network and design of plan and profile meet the requirements of construction, operation and maintenance.

备注/Memo

备注/Memo:
作者简介:贾陈君(1980-),男,工程师。引文格式:贾陈君. 基于高精度测量网的既有线平纵断面设计研究[J]. 高速铁路技术,2012,3(6):18-22,26.JIA Chen-jun. Research on Plan and Profile Design of Existing Line Based on Precise Engineering Survey Network[J]. HIGH SPEED RAILWAY TECHNOLOGY, 2012, 3(6):18-22,26.
更新日期/Last Update: 2012-12-28