超长双筒单轨隧道超前掘进布置研究

Xiaohan Chen
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引用次数: 0

摘要

超前掘进的位置直接影响交叉巷道的开洞难度、钻爆对岩石的二次扰动程度和施工通风排水的容积。本文以超长双筒单线隧道“超前掘进(后扩)”施工方案为背景,重点研究超前掘进的位置及超前掘进控制岩石变形的效果。根据研究结果,建议巷道掘进位置应设在巷道中下段。一是有利于1号轨道设置交叉坑道辅助隧道开挖;二是可作为施工排水通风通道,减少对坡排水段长度,降低施工时的通风排水量。同时,超前掘进具有卸荷作用,对控制巷道围岩变形效果显著。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Arrangement of Advance Heading for Extra-long Double-barrel Single-track Tunnel
The position of advance heading directly affects the difficulty of opening cross adits, the degree of secondary disturbance to the rocks caused by drilling and blasting, and the volume of construction ventilation and drainage. In this paper, the construction plan of "advance heading (for later enlargement)" of the extra-long double-barrel single-track tunnel is taken as the background, and the position of advance heading and the effect of controlling rock deformation by heading is emphatically studied. According to the study results, it is suggested that the heading should be located at the middle lower section of the tunnel. First, it is beneficial to set up the cross adits to assist the tunnel excavation for Track I. Second, it can be used as the construction drainage and ventilation channel to reduce the length of the counter-slope drainage section and lower the ventilation and drainage volumes during construction. At the same time, advance heading has unloading effect, and the effect of controlling the rock deformation of the tunnel is remarkable.
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