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隧道建设 >

2008 , Vol. 28 >Issue 2: 205 - 208

DOI: https://doi.org/B

施工技术

乌鞘岭隧道大台深竖井千枚岩地层钻爆设计及施工

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  • 中铁隧道集团股份有限公司
翟学东(1965-)|男|河南人|1990年毕业于兰州铁道学院铁道工程专业|大学本科|高级工程师|主要从事隧道施工管理及技术研究工作。

收稿日期: 2008-01-24

  修回日期: 2008-02-26

  网络出版日期: 2011-08-17

“Drill and Blast&rdquo|Design and Construction of Deep Vertical Shaft in
Phyllite Ground: Case Study on Datai Vertical Shaft of Wushaoling Tunnel

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  • China Railway Tunnel Joint Stock Co., Ltd.

Received date: 2008-01-24

  Revised date: 2008-02-26

  Online published: 2011-08-17

摘要

针对乌鞘岭隧道大台竖井在井身掘进过程中遇到的爆破进尺不佳难题,通过对爆破器材、孔眼深度及掏槽方式进行比选,得出了一套在千枚岩地层进行竖井掘进时的深孔爆破参数,并取得了显著成效,使得爆破进尺由原来的1.8~2.2m提高到3.2~3.8m,确保了大台竖井成井工期目标。

本文引用格式

翟学东 . 乌鞘岭隧道大台深竖井千枚岩地层钻爆设计及施工[J]. 隧道建设, 2008 , 28(2) : 205 -208 . DOI: B

Abstract

In the initial sinking stage of Datai vertical shaft, the blasting advance rate is not satisfactory. A set of deephole blasting parameters for deep vertical shaft sinking is obtained by optimization of the blasting agents, shothole lengths and cut manners. The optimized blasting parameters are applied in the shaft sinking and satisfactory results are achieved. The blasting advance rate is increased from the original 1.8~2.2m to 3.2~3.8m and the target completion date of Datai vertical shaft is guaranteed.

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