首页|煤矿短壁工作面水力压裂顶板弱化试验

煤矿短壁工作面水力压裂顶板弱化试验

扫码查看
陕西神木某煤矿短壁工作面切眼长度75 m,推采长度240 m,工作面上覆坚硬顶板.针对短壁工作面初采期间采空区顶板冒落不及时这一现象,采用了水力压裂技术对工作面上覆顶板进行有效弱化.通过分析该矿ST5201工作面采用水力压裂弱化顶板的效果,得出深孔水力压裂强制放顶时裂隙扩展半径可达30 m左右,压裂后工作面初次来压步距为20.5 m左右;从回采期间采空区顶板冒落效果,施工期间人工劳动强度、操作安全角度等方面验证了水力压裂对短壁工作面回采期间的安全可靠性,为短壁工作面坚硬顶板治理提供了有效途径.
Hydraulic fracturing roof weakening on short-wall working face of coal mine
The cutting length of the short arm working face is 75 m,the pushing mining length is 240 m,and the working face is covered with hard top plate in a coal mine of Shenmu,Shaanxi.In response to the phenomenon of delayed roof caving in the goaf during the initial mining period of the short wall working face,hydraulic fracturing technology is used to effective-ly weaken the overlying roof of the working face.The effect of hydraulic fracturing on weakening the roof of the ST5201 working face is analyzed.It is concluded that the crack propagation radius can reach about 30 m when the deep hole hydrau-lic fracturing is forced to top off,and the initial weighting step distance of the working face after fracturing is about 20.5 m;The safety and reliability of hydraulic fracturing during the mining period of short wall working faces have been verified from the aspects of the effect of roof caving in the goaf during mining,manual labor intensity during construction,and operational safety.Our study provides a new and effective way for the treatment of hard roof on short arm working faces.

short-wall working facehard roofhydraulic fracturingroof weakeningforced caving

刘兴安、韩彪、魏斌

展开 >

陕西神木神源煤炭矿业有限公司,陕西榆林 719000

中煤科工开采研究院有限公司,北京 100013

天地科技股份有限公司开采设计事业部,北京 100013

短壁工作面 坚硬顶板 水力压裂 顶板弱化 强制放顶

中煤科工开采研究院有限公司科技创新基金

2020KCMS04

2024

陕西煤炭
陕西省煤炭工业协会 神华神东煤炭集团有限责任公司 陕西煤业化工集团有限责任公司

陕西煤炭

影响因子:0.204
ISSN:1671-749X
年,卷(期):2024.43(4)
  • 13