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密贴式中隔墙连拱隧道设计施工方法研究

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为解决传统连拱隧道在施工过程中遇到的高造价、长工期、多病害及不易治理等问题,提出一种新型密贴式中隔墙连拱隧道结构形式,该类连拱隧道中隔墙一侧紧贴中导洞直墙壁,在中导洞开挖支护完成后,只需单侧支模即可完成中隔墙的混凝土浇筑,无需土方回填即可进行主洞的开挖.采用施工横道图对比分析了 2 类连拱隧道的施工效果效率.结果表明:1)新型连拱隧道施工作业场地宽大,工序简单,易于机械化作业;2)新型连拱隧道的施工效率至少提高了23%;3)同等施工条件下,新型连拱隧道在控制围岩变化方面更具优势,对地表沉降、拱顶沉降以及中隔墙顶部水平位移的控制更加有效.新型密贴式中隔墙连拱隧道结构具有显著的施工优势和更好的围岩控制效果,可为连拱隧道的设计与施工提供新的思路和方法,具有良好的应用前景.
Study on Design and Construction Method of Closely Adjacent Middle Wall Multi-arch Tunnel
This article aims to propose a new type of closely bonded mid-wall multi-arch tunnel structure to address the high cost,long construction period,multiple diseases,and difficult management issues encountered in the construction of traditional multi-arch tunnels.The structural feature of closely bonded mid-wall multi-arch tunnel is that the middle wall is closely adjacent to the straight wall of the middle guide tunnel.During construction,after the excavation and support of the middle guide tunnel are completed,only one-sided formwork is required to finish the concrete pouring of the middle wall,and the main tunnel can be excavated without backfilling.In addition,the construction effect and efficiency of these two methods are compared by construction schedule diagram.Results show that:1)The working site is spacious,procedures are simple,and the work is easy to mechanize.2)The construction efficiency of the closely adjacent middle wall multi-arch tunnel has increased by at least 23%.3)Under the same construction conditions,the closely adjacent middle wall multi-arch tunnel has more advantages in controlling the surrounding rock changes,and it is more effective in controlling surface settlement,crown settlement,and horizontal displacement of the middle wall top.The closely adjacent middle wall multi-arch tunnel structure has significant construction advantages and better rock control effects with a broad application prospect.This study provides new ideas and methods for the design and construction of multi-arch tunnels.

closely bonded middle wallmulti-arch tunnelconstruction efficiencydeformation of surrounding rock

陈力华、饶洎衔

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重庆工程职业技术学院,重庆 402260

密贴式中隔墙 连拱隧道 施工效率 围岩变形

重庆市教委科学技术研究资助项目

KJQN202203420

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(4)
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