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巷道围岩注浆加固关键参数合理选择的分析
引用本文:高文坚.巷道围岩注浆加固关键参数合理选择的分析[J].山西煤炭,2008,28(3).
作者姓名:高文坚
作者单位:华晋焦煤有限责任公司基本建设处,山西,柳林,333000
摘    要:对于破碎范围较大且比较严重的巷道围岩进行注浆加固,其加固效果受注浆关键参数—注浆滞后时间、注浆压力、注浆量、注浆持续时间以及浆液扩散半径影响较大。在综合分析研究各个关键参数的基础上给出了其计算公式,为此类巷道围岩注浆加固关键参数提供了合理的选择。

关 键 词:注浆  巷道  加固  关键参数

Analysis of the Reasonable Injecting Parameters in Tunnel Reinforcement
GAO Wen-jian.Analysis of the Reasonable Injecting Parameters in Tunnel Reinforcement[J].Shanxi Coal,2008,28(3).
Authors:GAO Wen-jian
Abstract:When the surrounding rock of a tunnel is relatively broken,concrete injecting is a efficient method to reinforce the surrounding rock,and the reinforcement effect is mainly controlled by following parameters: injecting delay time,injecting pressure,injecting capacity,injecting time and concrete spreading diameter.In this paper,the five parameters mentioned above is analyzed and some experiential formula were given out to supply a reasonable injecting parameters in tunnel surrounding reinforcement.
Keywords:injecting  tunnel  reinforcement  main parameter
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