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陈向军, 王鹏, 李建兵. 突出煤层相向掘进工作面合理停掘距离研究[J]. 煤炭科学技术, 2015, (9).
引用本文: 陈向军, 王鹏, 李建兵. 突出煤层相向掘进工作面合理停掘距离研究[J]. 煤炭科学技术, 2015, (9).
Chen Xiangjun Wang Peng Li Jianbing, . Study on rational stop driving distance between face to face roadway driving faces in outburst coal seam[J]. COAL SCIENCE AND TECHNOLOGY, 2015, (9).
Citation: Chen Xiangjun Wang Peng Li Jianbing, . Study on rational stop driving distance between face to face roadway driving faces in outburst coal seam[J]. COAL SCIENCE AND TECHNOLOGY, 2015, (9).

突出煤层相向掘进工作面合理停掘距离研究

Study on rational stop driving distance between face to face roadway driving faces in outburst coal seam

  • 摘要: 为避免突出煤层相向掘进的工作面前方应力叠加造成动力灾害,分别实测和模拟了永红煤矿相向掘进的工作面前方采动应力影响区。实测结果表明:永红煤矿掘进工作面前方采动影响区范围为5~7 m,掘进工作面后方采动影响区范围为8~9 m,单巷掘进引起的采动影响区范围为13~16 m;数值模拟结果显示:两相向掘进的工作间距20 m时,工作面之间移动支承压力出现叠加;两掘进工作面相距37.5、50 m时,掘进工作面前方的煤柱处于弹性状态,前方煤柱上的移动支承应力无叠加现象,但相距37.5 m比50 m的煤柱宽度少了12.5 m的原岩应力区。综合实测和数值模拟结果及永红煤矿实际,工作面相向掘进停掘的合理间距选为50 m,因为此时2个工作面均未处于对方集中应力影响范围内,且工作面之间还具有12.5 m的原岩应力区,能够保证工作面安全掘进。

     

    Abstract: In order to avoid dynamic disaster caused by stress superposition in front of face to face roadway driving faces in outburst coal seam,a mining stress influe nce zone in front of face to face roadway driving faces in Yonghong Mine was measured and simulated. The site measured results showed that the scope of mining influenc e zone in front of face to face roadway driving face in Yonghong Mine was 5 ~ 7 m,the scope of mining influence zone behind driving faces was 8 ~ 9 m and the scope of mi ning influence zone caused by single roadway driving was 13 ~ 16 m. The numerical simulation results showed that when working space between face to face roadway driv ing faces was 20 m,the moving support pressures between the driving faces would be superposed. When a distance between face to face driving roadway faces was37.5 m and 50 m,the coal pillars in the front of face to face driving faces would be in elastic status,the moving support stresses of the coal pillars in the front of driving faces would not have a superposition phenomenon occurred,but when the distance between the driving faces was37.5 m,the width of coal pillar would be 12.5 m less than the width of coal pillar when the distance between the drving faces was 50 m. In combination with site measured,numerical simulation results and actual results in Yonghong Mine,the r ational stop driving distance between face to face driving faces was 50 m. At this moment,driving faces were not in the concentrated stress influence scope of the opposite side,there was a 12.5 m in-situ rock stress zone between driving faces and could ensure safety driving operation of the two faces.

     

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