摘要
沿空掘进巷道因为小煤柱围岩结构稳定性较差,煤层强度低,裂隙发育,且处于邻近工作面采空区塌陷影响范围之内,所以采动矿压显现明显,围岩变形严重,巷道维护困难。提出了采用桁架锚固后喷注浆加固的锚索注联合支护方案,通过3239综采工作面风巷回采期间工程实践验证,该技术应用效果较好。
Due to poor stability of the surrounding rock structure of the small coal pillar,low strength of the coal seam,and developed crack within the influence range of the collapse of the goaf near the working face,the mining pressure of gob-side entry driving is obvious,the surrounding rock is seriously deformed,and roadway maintenance is difficult.The article puts forward anchor grouting combined supporting scheme of truss anchoring and grouting reinforcement,which has verified by engineering practice of the mining of 3239 fully mechanized mining face and has a good application effect.
作者
刘涛
王庆永
周拥军
晏正义
朱伟
赵镇
Liu Tao;Wang Qingyong;Zhou Yongjun;Yan Zhengyi;Zhu Wei;Zhao Zhen(Suntuan Colliery,Huaibei Mining Industry Group Co.,Huaibei,Anhui 235000)
出处
《江西煤炭科技》
2019年第4期66-69,74,共5页
Jiangxi Coal Science & Technology
关键词
高应力
锚索注
联合支护
high stress
anchor grouting
combined support