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深部巷道受跨采影响的稳定性分析及加固
引用本文:李惠,乔卫国,张安康,陈士海.深部巷道受跨采影响的稳定性分析及加固[J].煤矿开采,2011,16(3).
作者姓名:李惠  乔卫国  张安康  陈士海
作者单位:山东科技大学土木建筑学院,山东青岛,266510
基金项目:山东省“泰山学者”建设工程专项经费资助项目; 土木工程防灾减灾山东省重点实验室资助项目
摘    要:徐州矿务集团旗山煤矿13311工作面回采期间,需跨采(纵跨)-850m东西翼轨道联络大巷。通过FLAC分析得出,该巷道受跨采扰动影响后,硐壁的相对位移明显增加,塑性区也明显扩大,巷道顶、底部破坏尤其严重。采用锚杆、锚索与注浆联合加固技术加固后,顶板下沉量控制在25mm以下,两帮移近量120mm以下,底鼓量300mm以下,满足了现场使用要求。

关 键 词:深部巷道  跨采  FLAC  联合支护  现场测试

Stability Analysis of Deep Roadway Influenced by Cross-mining and Its Reinforcement
LI Hui,QIAO Wei-guo,ZHANG An-kang,CHEN Shi-hai.Stability Analysis of Deep Roadway Influenced by Cross-mining and Its Reinforcement[J].Coal Mining Technology,2011,16(3).
Authors:LI Hui  QIAO Wei-guo  ZHANG An-kang  CHEN Shi-hai
Affiliation:LI Hui,QIAO Wei-guo,ZHANG An-kang,CHEN Shi-hai (Civil & Architecture School,Shandong University of Science & Technology,Qingdao 266510,China)
Abstract:During 13311 mining face mining of Qishan Colliery,Xuzhou Mining Group,crossing-mining above connection roadway at-850m level was inevitable.FLAC simulation results showed that relative displacement and plastic zone of the connection roadway increased obviously,top and bottom of roadway destroyed seriously after crossing-mining.Applying combined supporting technology of anchored bolt,anchored rope and grouting,roof subsidence was controlled below 25mm,convergence of two-side below 120mm and floor heave belo...
Keywords:deep roadway  crossing mining  FLAC  combined supporting  on-the-spot test  
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