煤炭工程 ›› 2015, Vol. 47 ›› Issue (12): 74-77.doi: 10.11799/ce201512024

• 研究探讨 • 上一篇    下一篇

中兴矿沿空留巷工作面矿压显现规律研究

单仁亮1,黄博2,燕发源1,宋永威1,李健芳1,李仲力1   

  1. 1. 中国矿业大学(北京)力学与建筑工程学院
    2. 中国矿业大学(北京)
  • 收稿日期:2015-05-28 修回日期:2015-08-07 出版日期:2015-12-11 发布日期:2015-12-29
  • 通讯作者: 黄博 E-mail:cumtbhuang@sina.cn

Study on strata-pressure behaviors of gob-side entry retaining in Zhongxing Mine

  • Received:2015-05-28 Revised:2015-08-07 Online:2015-12-11 Published:2015-12-29

摘要: 针对中兴矿沿空留巷工作面开展了矿压监测工作,通过分析液压支架工作阻力的变化和回采巷道的变形量,研究了工作面的矿压显现规律和二次采动巷道的变形规律。结果表明:工作面受二次采动影响巷道一侧的动载系数最大,达到了1.757,矿压显现最为明显;工作面两端周期来压持续时间较长,为中间位置持续时间的2.4~2.6倍,是周期来压影响的主要部位;工作面由于布置抽采巷而局部高度增加时,抽采巷附近区域周期来压现象不明显,会一直处于较高的顶板压力作用下,是工作面顶板管理的重点区域;回采巷道的两帮收敛量是顶板下沉量的2.28~3.38倍,帮部支护需要重点关注;沿空留巷采动影响剧烈区为工作面前方10m以内,采动影响区为工作面前方10~50m,该区域内工作面的矿压显现对巷道围岩变形起到一定的预示作用。

关键词: 沿空留巷, 矿压显现规律, 液压支架工作阻力, 二次采动

Abstract: Mining pressure monitoring is carried out in gob-side entry retaining of Zhongxing Mine. Strata-pressure behaviors of working face and deformation laws of roadway which be in the secondary mining are studied by analyzing working resistance's changes of hydraulic supports and deformations of roadway. The results show that: The maximum dynamic load coefficient of working face, which reaches 1.757, occurs in the area close to the roadway which be in the secondary mining. So, the strata behaviors is most obvious in this area. Two ends of working face have longer periodic weighting length and duration, the duration can be 2.4~2.6 times longer that in middle of working face. Therefore, the two ends of working face are major locations where periodic weighting affects. When height of partial working face increases duo to the existence of extraction roadway, periodic weighting becomes not obvious, and this part always be in high roof pressure, so it is the key region of roof management. The deformation of side wall is 2.28~3.38 times which of the roof in the roadway, so the supports of side walls need to be pay more attention. In the roadway, when distance between working face and monitoring section is less than 10m, mining pressure affects strongly, when the distance is between 10m to 50m, mining pressure begins to influence, and when the distance is more than 50m, mining pressure has little influence.

Key words: gob-side entry retaining, strata-pressure behaviors, working resistance of hydraulic supports, the secondary mining, deformation of roadway

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