煤炭工程 ›› 2019, Vol. 51 ›› Issue (11): 65-68.doi: 10.11799/ce201911015

• 生产技术 • 上一篇    下一篇

水力造穴增透预抽在掘进面区域防突中的应用试验

张倩,栗磊   

  1. 潞安集团瓦斯研究院
  • 收稿日期:2018-08-17 修回日期:2018-11-27 出版日期:2019-11-20 发布日期:2020-05-11
  • 通讯作者: 栗磊 E-mail:303148964@qq.com

Application Test of Permeability Enhancement by Hydraulic Jet Cavity to Prevent Regional Outburst in Heading Face

  • Received:2018-08-17 Revised:2018-11-27 Online:2019-11-20 Published:2020-05-11

摘要: 以山西潞安集团一缘煤业的150112回风巷掘进工作面为试验地点,对水力造穴增透顺层条带预抽区域防突措施进行研究。试验采用前进式造穴工艺,在掘进工作面迎头打设5个长度为120m的造穴钻孔,实际造穴52个,造穴规格为长1m×Φ0.8m的圆柱体,造穴水压为16~18MPa,总出渣量150t。通过本次试验得出:造穴钻孔的标况日平均抽采纯量由未造穴时的62m提高到316m|掘进过程中巷道回风流瓦斯浓度由原来的0.7%降低到0.4%|造穴区域的软分层相比未造穴区域煤层含水量升高,煤质变硬,粉煤减少,掘进过程中产尘量减少,瓦斯动力次数减少,掘进效率大幅提高。但由于水力造穴过程会对煤层结构及顶、底板产生一定的破坏,所以在巷道掘进期间需加强顶板及巷道两帮的支护管理,且水力造穴技术不适用于造穴影响范围内巷道顶、底板有遇水后变软岩层的矿井。

关键词: 水力造穴, 增透, 预抽, 掘进面, 区域防突

Abstract: Permeability enhancement by hydraulic jet cavity gas pre-drainage to prevent regional outburst has been tested, The test site is selected in the 150112 air return way heading face of Shanxi Lu'an Group Yiyuan coal mine which is a outburst mine. The process of forward hydraulic jet cavity was adopted in the test. 5 hydraulic jet cavity drilling with length of 120m were hit on the heading face, and 52 cavity were jet. The size of the cavity is a cylinder of 1m×?0.8m, the water pressure of the cavity making is 16-18MPa, and total amount of slag is 150t. Through this test, the results are as follows: boreholes,the hydraulic jet cavity can increase the average gas extraction amount from 62m3/d to 316m3/d. In the process of tunneling, the gas concentration of heading face return air is reduced from 0.7% to 0.4%. The water content in coal seam of jet cavity area is higher than that in the not jet cavity area, pulverized coal is reduced, the amount of dust in the process of tunneling is reduced, the number of gas dynamics is reduced, and the efficiency of tunneling is greatly improved. However, the process of hydraulic jet cavity will cause certain damage to the coal seam structure and roof and floor, during the tunneling, we need to strengthen the support management of the two sides of the roof and roadway. Moreover, the technology of hydraulic jet cavity is not suitable for mines with soft rock in the top and bottom of the roadway.

中图分类号: