摘要
为了有效的控制16021工作面运输巷沿空留巷的合理变形,通过分析留巷内基本支护的控制效果,提出在基本支护的基础上进行加强支护及巷旁支护,并对留巷期间围岩变形、锚杆受力状态进行监测。结果表明:运用高水材料进行巷旁充填,工作面后方0~60m围岩移近量大,锚杆载荷增大主要在工作面后方20~40m范围内,该种巷道支护方案能够有效控制沿空留巷围岩变形。
In order to effectively control the reasonable deformation of roadway along empty roadway in working face 16021,by analyzing the control effect of basic support in the roadway,it is proposed to strengthen support and side support on the basis of basic support,and monitor the deformation of surrounding rock and the stress state of anchor rod during the period of roadway leaving.The results show that:the high water material is used for the lateral filling of roadway,the wall rock of 0~60m behind the working face has a large amount of displacement,and the increase of anchor load is mainly within 20~40m behind the working face.This kind of roadway support scheme can effectively control the surrounding rock deformation along the empty roadway.
作者
张永健
Zhang Yongjian(Jinneng Group co.,LTD Yangquan Company Shangshe Coal Industry,Shanxi Yuxian 045100)
出处
《煤矿现代化》
2019年第1期127-129,共3页
Coal Mine Modernization
关键词
沿空留巷
围岩控制
加强支护
巷旁支护
gob-side entry retaining
The surrounding rock control
To strengthen the supporting
roadside support