高黎贡山隧道1号竖井设计及分析

刘黎; 张平; 王唤龙; 杨昌宇

doi:10.3973/j.issn.2096-4498.2020.S2.024

隧道建设 >

2020 , Vol. 40 >Issue S2: 188 - 195

DOI: https://doi.org/10.3973/j.issn.2096-4498.2020.S2.024

规划与设计

高黎贡山隧道1号竖井设计及分析

刘黎 ,
张平 ,
王唤龙 ,
杨昌宇

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(1. 中国中铁二院工程集团有限责任公司，四川成都 610031； 2. 云桂铁路云南有限责任公司，云南昆明 650011)

刘黎(1982—),男,四川金堂人,2005 年毕业于西南交通大学,土木工程专业,本科,高级工程师,主要从事隧道工程的设计和研究工作。 E-mail: 57049524@qq.com。

网络出版日期: 2021-03-22

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Design and Analysis of No.1 Shaft in Gaoligongshan Tunnel

LIU Li ,
ZHANG Ping ,
WANG Huanlong ,
YANG Changyu

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(1. China Railway Eryuan Engineering Group Co.， Ltd., Chengdu 610031, Sichuan， China; 2. YunnanGuangxi Railway Yunnan Co., Ltd., Kunming 650011, Yunnan， China)

Online published: 2021-03-22

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摘要

为了满足高黎贡山隧道竖井施工任务要求，综合隧道所处环境及竖井能力需求，按照竖井井口、井筒、井下3方面统筹考虑的总体设计思路，提出高黎贡山隧道1号竖井设计关键问题的解决方案： 1）根据井口地形、地貌条件及提升设备、井口车场布置要求，合理布置井口场坪； 2）根据竖井功能定位，竖井宜采用主副井模式； 3）根据井下施工的出渣量、材料数量、人员进出量等综合考虑竖井断面尺寸； 4）当地质条件、水文地质条件允许时，竖井宜采用短段掘砌混合作业法施工，设置模筑混凝土井壁； 5）竖井提升设备宜按井下施工期间的要求考虑，建井期间各设备之间能力应匹配； 6）竖井施工能力应满足井下施工期间出渣、进料要求，并留有富余； 7）井底车场应结合运输方式及进料、出渣等功能要求确定； 8）竖井安全保障应首要解决地下水问题。目前高黎贡山隧道1号竖井主井已完成建井，结果表明铁路隧道竖井按照以上设计方法及思路是可行的。

关键词： 竖井井口场坪; 设置模式; 断面尺寸; 施工方法及支护结构; 机械设备配套; 施工能力; 井底车场; 安全保障

本文引用格式

刘黎 , 张平 , 王唤龙 , 杨昌宇 . 高黎贡山隧道1号竖井设计及分析[J]. 隧道建设, 2020 , 40(S2) : 188 -195 . DOI: 10.3973/j.issn.2096-4498.2020.S2.024

Abstract

In order to meet the construction requirement for the shaft of the Gaoligong mountains, comprehensive tunnel environment and well capacity requirements, in accordance with the shaft well, wellbore, the underground three aspects as a whole to consider the overall design train of thought, puts forward solutions to key problems in the design of railway tunnel shaft:（1）according to the wellhead conditions of landform and physiognomy and lifting equipment, wellhead yard layout, reasonable arrangement of well field flat;（2）According to the vertical shaft function positioning, the vertical shaft should adopt the main and auxiliary shaft mode;（3）Comprehensively consider the cross section size of the shaft according to the amount of slag, quantity of materials and quantity of personnel in and out of the underground construction;（4）When geological and hydrogeological conditions permit, the mixed operation method of shortsection excavation and laying of the shaft is suitable for construction, and a single layer of molded concrete lining is set;（5）The hoisting equipment of vertical shaft should be considered according to the requirements during downhole construction, and the capabilities of each equipment should be matched during well construction;（6）The construction capacity of the shaft shall meet the requirements of slags and feedstock during underground construction and leave a surplus；（7）The vehicle yard at the bottom of the well shall be determined according to the mode of transportation and functional requirements such as feeding and slag discharge;（8）The safety of vertical shaft should first solve the problem of groundwater. The results show that the railway tunnel shaft is feasible according to the above design methods and ideas. At present, the main shaft of No.1 shaft in Gaoligongshan Tunnel have been successfully constructed.

Key words： shaft head field flat; setting mode; section size; construction method and supporting structure; supporting machinery and equipment; construction capacity; bottom hole vehicle yard; security

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