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成昆铁路K295泥石流灾害特征分析及治理对策研究

  • 刘科 ,
  • 李云鹏 ,
  • 郦亚军 ,
  • 罗实 ,
  • 谭钢 ,
  • 陈夕童 ,
  • 邱敏捷 ,
  • 姚中山
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  • (1. 中铁二院成都勘察设计研究院有限责任公司, 四川 成都 610031; 2. 中国铁路成都局集团有限公司, 四川 成都 610082)
刘科(1990—),男,四川资中人,2016年毕业于西南交通大学,隧道与地下工程专业,硕士,工程师,现从事隧道及地下工程科研与设计工作。E-mail: 1244862348@qq.com。

网络出版日期: 2023-08-06

Characteristics Analysis of Debris Flow Disaster in K295 of ChengduKunming Railway and Its Control Countermeasures

  • LIU Ke ,
  • LI Yunpeng ,
  • LI Yajun ,
  • LUO Shi ,
  • TAN Gang ,
  • CHEN Xitong ,
  • QIU Minjie ,
  • YAO Zhongshan
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  • (1. CREEC(Chengdu) Survey, Design and Research Co., Ltd., Chengdu 610031, Sichuan, China; 2. China Railway Chengdu Bureau Group Co., Ltd., Chengdu 610082, Sichuan, China)

Online published: 2023-08-06

摘要

为消除山区铁路泥石流灾害威胁,确保铁路长期运营安全,结合成昆铁路峨攀段K295泥石流灾害整治工程,分析泥石流灾害情况、规模、分区、成因、危害程度及发展趋势等。基于“以疏为主、兼顾防护”的整治思路,采用“基底注浆加固+导流式渡槽明洞+隧底泄水涵+导流槽+急流槽”的综合处治方案。为避免明洞现浇造成既有铁路运营中断,综合考虑现场地形、结构安全及施工工期,创新地在既有运营铁路上采用明洞拱圈预制拼装技术方案,减小了施工作业与铁路运输的相互干扰,大幅缩短了工期。

本文引用格式

刘科 , 李云鹏 , 郦亚军 , 罗实 , 谭钢 , 陈夕童 , 邱敏捷 , 姚中山 . 成昆铁路K295泥石流灾害特征分析及治理对策研究[J]. 隧道建设, 2023 , 43(7) : 1246 -1256 . DOI: 10.3973/j.issn.2096-4498.2023.07.018

Abstract

A case study is conducted on the K295 debris flow disaster regulation project of the ChengduKunming railway to minimize the risk arising from mountainous railway debris flow and ensure longterm operational safety of the railway. In addition, the situation, scale, zoning, causes, damage extent, and development trend of debris flow disaster are analyzed. Further, a comprehensive debris flow disaster treatment method involving base grouting reinforcement + diversion aqueduct opencut tunnel + tunnel bottom discharge culvert + diversion channel + chute is proposed based on the idea of "focusing on drainage and giving consideration to protection". A technical scheme of prefabrication and assembly of the opencut tunnel arch ring on the existing operating railway is innovatively proposed to ensure normal railway operation during the castinplace construction of the opencut tunnel. Factors such as the onsite terrain, structural safety, and construction period are comprehensively considered. The proposed scheme minimizes the interference between the construction operation and railway transportation and greatly shortens the construction period.
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