郑西客运专线黄土隧道无砟轨道铺设前沉降评估浅析

高树峰

铁道工程学报 ›› 2009, Vol. 26 ›› Issue (2) : 44-46.

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PDF(233 KB)
铁道工程学报 ›› 2009, Vol. 26 ›› Issue (2) : 44-46.
路网研究

郑西客运专线黄土隧道无砟轨道铺设前沉降评估浅析

  • 高树峰
作者信息 +

Analysis of the Assessment of Loess Tunnel Settlement before Laying Slab Track on Zhengzhou-Xi'an Passenger Dedicated Line

  • GAO Shu-feng
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文章历史 +

摘要

研究目的:郑州至西安客运专线是我国第一条整线采用改进的旭普林双块式无砟轨道的长大线路,无砟轨道对于基础的沉降要求非常严格。而我国目前对黄土隧道沉降问题,是一个空白,国内外都没有成熟的经验可借鉴。对于隧道基础沉降评估,更是没有先例。本文通过对郑西客运专线隧道评估的分析探讨,提出完善隧道基础沉降评估的程序,总结出隧道沉降的部分规律。
研究结论:通过对黄土隧道无砟轨道铺设前沉降评估浅析得出:隧道基础的总体沉降很小,绝大部分沉降量小于5 mm;仅有小部分断面实测数据能拟合出合理的预测曲线,大部分断面实测数据无法拟合出合理的预测曲线;隧道一般在二次衬砌完成60~120 d内变形即趋于稳定。

Abstract

Research purposes:Zhengzhou-Xia' n PassengerDedicated Line is the first long railway line adopting the modified Zueblin slab track with bi-block sleepers on the whole line in China, whereas the slab track requires less subsidence for its foundation. However, for the subsidence of loess tunnels, there is nomature experience for reference athome and abroad and for the assessmentof tunnel foundation subsidence, even no example is available before. This paper attempts to improve the assessmentprocedure and summarize some laws of the tunnel foundation subsidence based on the analysis and study on the tunnel assessment forZhengzhou-Xia' n PassengerDedicated Line.
Research conclusions:The analyses show the total tunnel foundation subsidence is very smal,l most less than 5mm and onlymeasured data from a few of cross sections can offer a reasonable regression curve whilemost of sections can no,t and the tunnel deformation tends to be stable in 60~120 days after finishing the secondary lining.

关键词

客运专线 / 无砟轨道 / 沉降评估

Key words

passenger dedicated line / slab track / subsidence assessment

引用本文

导出引用
高树峰. 郑西客运专线黄土隧道无砟轨道铺设前沉降评估浅析[J]. 铁道工程学报, 2009, 26(2): 44-46
GAO Shu-feng. Analysis of the Assessment of Loess Tunnel Settlement before Laying Slab Track on Zhengzhou-Xi'an Passenger Dedicated Line[J]. Journal of Railway Engineering Society, 2009, 26(2): 44-46
中图分类号: U213.2+44   

参考文献

[1] 铁建设[2006]158号,客运专线无碴轨道铺设条件评估 技术指南[S].
[2] 中铁第一勘察设计院集团有限公司.高桥隧道及潼洛川 隧道基础沉降报告[R].西安:中铁第一勘察设计院集 团有限公司, 2008.
[3] 铁建设[2007]47号,新建时速300~350公里客运专线 铁路设计暂行规定[S].
 

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