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破碎软岩斜井巷道锚网喷注耦合支护技术
引用本文:陈城,韩立军,张后全,宗义江.破碎软岩斜井巷道锚网喷注耦合支护技术[J].采矿与安全工程学报,2009,26(3).
作者姓名:陈城  韩立军  张后全  宗义江
作者单位:中国矿业大学,深部岩土力学与地下工程国家重点实验室,江苏,徐州,221008
基金项目:国家自然科学基金项目 
摘    要:针对河南磴槽煤矿西区人行斜井围岩破碎变形严重的特点,在分析其原因的基础上提出了U型钢支架、壁后充填、锚网喷、锚注的耦合支护方式.工程应用实践表明, 该耦合支护显著提高了围岩的强度和承载能力,有效控制了深部破碎软岩巷道的变形,取得了显著的技术经济效益.

关 键 词:破碎围岩  U型钢支架  壁后充填  锚网喷注  耦合支护

Study and Application of Bolt and Grouting Coupling Support Technique in Broken Soft Rock Roadway
CHEN Cheng,HAN Li-jun,ZHANG Hou-quan,ZONG Yi-jiang.Study and Application of Bolt and Grouting Coupling Support Technique in Broken Soft Rock Roadway[J].Journal of Mining and Safety Engineering,2009,26(3).
Authors:CHEN Cheng  HAN Li-jun  ZHANG Hou-quan  ZONG Yi-jiang
Affiliation:State Key Laboratory of Deep Soil Mechanics and Underground Engineering;China Universityof Mining & Technology;Xuzhou;Jiangsu 221008;China
Abstract:For the characteristics of broken surrounding rocks located at Henan Dengcao coal mine and on the basis of analyzing large deformation,backfilling,bolting and bolt-grouting coupling support method were adopted to reinforce the roadway.Practical application shows that the capacity and strength of surrounding rocks is considerably improved and roadway deformation effectively controlled,with satisfactory technical-economic effect gained.
Keywords:broken surrounding rocks  U-steel ribs  backfilling  bolt-grouting  coupling support  
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