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锚网-锚索耦合桁架支护技术在泉店煤矿的应用
引用本文:张书灿,郭国化,刘化伟,杨宝成. 锚网-锚索耦合桁架支护技术在泉店煤矿的应用[J]. 煤炭技术, 2010, 29(9)
作者姓名:张书灿  郭国化  刘化伟  杨宝成
作者单位:1. 河南理工大学,高等职业学院,河南,焦作,454000
2. 神火集团,泉店煤矿,河南,许昌,461000
摘    要:巷道围岩岩性松散、破碎,应力集中程度较高,围岩体整体强度偏低,在高应力作用下巷道围岩剪胀变形较为强烈,局部承载结构破坏诱发锚网支护大面积失效,承载结构稳定性降低。实施锚网—锚索耦合支护技术,根据位移分析原理,确定支护系统二次耦合支护的最佳时间(段),在关键部位实施支护体和围岩的再次耦合,最大限度地发挥围岩的承载能力,从而使支护体的支护抗力降到最小。

关 键 词:破碎围岩  锚网—锚索耦合桁架支护  最佳时间(段)

Application of Combined Support Technology with Anchor Wire and Cable in Quandian Coal Mine
ZHANG Shu-can,GUO Guo-hua,LIU Hua-wei,YANG Bao-cheng. Application of Combined Support Technology with Anchor Wire and Cable in Quandian Coal Mine[J]. Coal Technology, 2010, 29(9)
Authors:ZHANG Shu-can  GUO Guo-hua  LIU Hua-wei  YANG Bao-cheng
Abstract:The lithology of roadway host is loose and broken,which has higher degree of stress concentration and low strength of rock body as a whole.The deformation of rock dilatancy is more strongly wnder high stress.Local host structural damage induced large-scale failure of mesh bolting.The stability of bearing structure reduced.The combined support technology with anchor wire and cable was used.
Keywords:broken host  coupling truss support with anchor wire and cable  best time
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