[an error occurred while processing this directive]
 
       首 页  |  期刊介绍  |  编委会  |  投稿指南  |  期刊订阅  |  广告合作  |  留言板  |  联系我们 |  English
现代隧道技术 2021, Vol. 58 Issue (2) :220-227    DOI:
施工技术 最新目录 | 下期目录 | 过刊浏览 | 高级检索 << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
黄土大断面隧道高陡边坡进出洞施工方案比选及临建布置
(中铁隧道集团二处有限公司,廊坊 065201)
Comparison of Construction Schemes and Layout of Temporary Facilities for the Entrance/Exit Section of a Large-section Loess Tunnel on High and Steep Slope
(Erchu Co.,Ltd. of China Railway Tunnel Group, Langfang 065201)
Download: PDF (4916KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
摘要  在黄土高原沟壑梁峁区修建隧道,洞口通常位于“Ⅴ”形冲沟半山腰黄土陡壁上,其高差大,洞口场地狭窄、进洞困难、施工场地布置困难,大断面黄土隧道洞口施工不当易造成病害、引发工程事故,尤其是隧道独头施工,由于洞口外未施工大管棚,又不容易掌握洞口段埋深情况,极容易引起塌方事故。①为确保进出洞安全,以宝兰客专兰山隧道进口为例,拟定了回填洞口场地进洞、修筑临时道路进洞、横洞进洞三台阶出洞及先横洞进洞再单侧壁导坑出洞四种方案,并对四种方案从安全、环境影响、工期、费用、可实施性等方面进行了分析和评估,选定了最优方案,在兰山隧道进出洞施工中得到成功运用;②通过设置分离式拌合站、梯道连接半山腰平台生活区与沟底施工场地的方案解决了场地狭窄、施工场地布置困难问题。
Service
把本文推荐给朋友
加入我的书架
加入引用管理器
Email Alert
RSS
作者相关文章
李东顺
关键词:   
Abstract: When a tunnel is built in the gully and hilly area of the Loess Plateau, the portal is usually located on the loess steep wall in the halfway of the "V"-shaped gully. Due to great height difference, narrow portal site, uneasy accessing and difficult layout on the construction site, improper construction at the portal of a large-section loess tunnel may easily cause hazards and engineering accidents. Especially, the blind heading may cause collapse accidents very easily, for no large pipe roofs are installed form the outside of the tunnel and it is not easy to understand the buried depth conditions at the portal section. In order to ensure the construction safety of tunnel entrance/exit section, taking the entrance of the Lanshan tunnel on Baoji-Lanzhou passenger dedicated line as an example, four construction schemes are drawn up, namely excavating the tunnel entrance by backfilling portal site, excavating the tunnel entrance by building the temporary road, excavating the tunnel entrance by transverse adit and excavating the tunnel exit by three-bench method, as well as excavating the tunnel entrance by transverse adit and then excavating the tunnel ex? it by single-side drift method. The four schemes are analyzed and evaluated in terms of safety,environmental impact,construction period, cost, feasibility, etc. to select the best one, which is successfully applied in the entrance/exit construction of the Lanshan Tunnel. By installing a separate batching plant and a stairway to connect the living area on the half-mountain platform and the construction site at the bottom of the gully, the problems of narrow area and difficult layout on the construction site are solved.
KeywordsSteep wall,   Loess tunnel,   Single-side drift method,   Entrance/exit construction scheme     
作者简介: 作者简介:李东顺(1982-),男,高级工程师,主要从事项目施工技术管理工作,E-mail:lds419@163.com.
引用本文:   
李东顺 .黄土大断面隧道高陡边坡进出洞施工方案比选及临建布置[J]  现代隧道技术, 2021,V58(2): 220-227
LI Dongshun .Comparison of Construction Schemes and Layout of Temporary Facilities for the Entrance/Exit Section of a Large-section Loess Tunnel on High and Steep Slope[J]  MODERN TUNNELLING TECHNOLOGY, 2021,V58(2): 220-227
链接本文:  
http://www.xdsdjs.com/CN/      或     http://www.xdsdjs.com/CN/Y2021/V58/I2/220
 
没有本文参考文献
[1] 李瑞俊1 宋宗莹2 李 琛1 王文斌2 任育珍3,4 蔡建华3,4 张家旭3,4.重载铁路梁家山隧道病害多源融合诊断与处置对策[J]. 现代隧道技术, 2025,62(4): 301-308
[2] 张小龙.桩基荷载作用下地铁盾构隧道结构力学响应分析[J]. 现代隧道技术, 2025,62(4): 82-89
[3] 李克玺1,2 党建东3 张 见3 叶光祥4 王晓军1,2 陈青林1,2 曹世荣2 张 河1,2.基于声发射特征参数的不同类型砂岩破裂特征研究[J]. 现代隧道技术, 2025,62(4): 26-36
[4] 周彩荣1 易黎明1 马山青2 周 蠡3 于金弘4,5.三点加载下高性能纤维混凝土顶管承载特性及配筋方案研究[J]. 现代隧道技术, 2025,62(4): 50-60
[5] 郭永军1 李 超2 郑建国3 于永堂4 朱才辉5.地面堆载对西安黄土地层中既有盾构管片影响研究[J]. 现代隧道技术, 2025,62(4): 61-72
[6] 王永刚1 崔翌堃1 吴九七2,3 黄 俊4 沈 翔2,3 杨 奎4 苏 栋2,3.考虑不同磨损形式下的滚刀受力与磨损对比分析[J]. 现代隧道技术, 2025,62(4): 73-81
[7] 冯冀蒙1,2 宋佳黛1,2 王圣涛3 李艺飞1,2 张俊儒1,2 王好明4 汪 波1,2.填海地层特大断面隧道超长管棚变形控制 效能研究[J]. 现代隧道技术, 2025,62(4): 155-162
[8] 徐才坚1 陈星宇1 雷明林1 张兴龙2 孙怀远2 李晓军2.隧道施工掌子面前方围岩富水性数字孪生与风险决策[J]. 现代隧道技术, 2025,62(4): 90-99
[9] 杨 颖1 倪 凯1 葛 林2 张明飞3 王晓睿4.弱光条件下基于改进Unet模型的隧道渗水病害图像分割[J]. 现代隧道技术, 2025,62(4): 100-110
[10] 苏开春1 付 锐2,3 曾弘锐2,3 冷希乔4 郭 春2,3.基于DBO-A-LSTM的公路隧道短时多步交通量预测[J]. 现代隧道技术, 2025,62(4): 111-121
[11] 熊 颖1,2 张俊儒1,2 范子焱1,2 陈佳豪1,2 马荐驰1,2 陈鹏涛1,2 谭瑞锋3,4.层状软岩中爆破应力波传播与振动衰减特性研究[J]. 现代隧道技术, 2025,62(4): 122-131
[12] 刘 杨1 邵泽楷2 田浩帆2 张汝溪1 郑 波3 王峥峥2.高速公路隧道下穿房柱式煤矿采空区爆破施工煤柱 损伤规律研究[J]. 现代隧道技术, 2025,62(4): 132-144
[13] 罗志洋1 张春瑜2,3 王立川1,2,4,5 徐 烁1 李利平4 王倩倩5 刘志强6.TBM裂隙岩体隧洞涌水机制及注浆堵水研究[J]. 现代隧道技术, 2025,62(4): 145-154
[14] 周弋力1 封 坤1 郭文琦1 张亮亮2 李春林3.超大直径盾构隧道管片纵缝抗弯力学行为与损伤过程研究[J]. 现代隧道技术, 2025,62(4): 163-173
[15] 易 丹1 薛皓匀2 杨绍毅2 喻 波1 封 坤2 林 刚1.盾构隧道管片结构螺栓失效对横向地震响应的影响分析[J]. 现代隧道技术, 2025,62(4): 174-181
Copyright 2010 by 现代隧道技术