【摘 要】
:
对冲击地压巷道围岩破坏原因和机理进行分析,建立了冲击吸能耦合支护模型(围岩-吸能材料-钢支架),分析了吸能耦合支护结构冲击能耗散机理,提出了冲击地压巷道吸能耦合支护方
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对冲击地压巷道围岩破坏原因和机理进行分析,建立了冲击吸能耦合支护模型(围岩-吸能材料-钢支架),分析了吸能耦合支护结构冲击能耗散机理,提出了冲击地压巷道吸能耦合支护方式,并提出建立安全巷道或部分安全区供避难场所.利用有限元计算方法,对直墙半圆拱形巷道吸能耦合支护前后应力和变形进行了数值分析.计算结果表明,无支护条件下,巷道顶、底部均形成应力集中区,顶角处应力最大,极易造成巷道两肩破坏;采用吸能耦合支护后,应力发生转移和扩散,围岩应力场和位移场趋于均匀化,应力集中区向两帮扩大,同时巷道整体变形明显降低,从而提高了冲击地压巷道安全程度,为巷道围岩安全支护提供了一种新方法.
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