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金属矿山 ›› 2010, Vol. 39 ›› Issue (9): 30-33,53.

• 采矿工程 • 上一篇    下一篇

露天-井工联合开采下关键层模型的应用

朱建明1,侯跃华2,吴剑平2   

  1. 1.北方工业大学;2.北京航空航天大学
  • 出版日期:2010-09-15 发布日期:2010-11-09
  • 通讯作者: 朱建明,100041 北京市石景山区晋元庄路5号。
  • 作者简介:朱建明(1963—),北方工业大学建筑工程学院,副教授,博士。
  • 基金资助:

    国家自然科学基金项目(编号:50479001)

Application of Key Strata Model to the Combination of Opencast-Underground Mining

Zhu Jianming1,Hou Yuehua2,Wu Jianping2   

  1. 1.North China University of Technology; 2. Beihang University, Beijing
  • Online:2010-09-15 Published:2010-11-09

摘要: 依据先露采后井工联合开采的特点,确定煤层顶板中某一坚硬的岩层为关键层,并将关键层看作弹性地基上的梁,利用组合梁原理计算关键层梁的上部荷载,通过对关键层梁应力和变形的计算,得到其关键岩梁断裂在下部煤层中的应力分布规律,提出以边坡下巷道稳定为判断准则,确定井工开采工作面合理的停采线位置。利用该方法成功地解决了平朔矿区边坡下大巷稳定的问题。

关键词: 露井联采, 关键层, 边坡下巷道, 停采线位置

Abstract: According to the characteristics of open pit mining firstly and the opencast-underground mining secondly, the most hard rock strata in coal seam is determined to be the key strata of mine, and the key stratum is considered as the beam of elastic foundation. The theories of combination girder are used to calculate the upper loads of key stratum. Based on the calculation of stress and deformation of key strata, the stress distribution rule in underlying coal seam in fracture of key strata is obtained, and the slope roadway stability is used as the criterion to set the reasonable position of terminal mining line at underground. By this method, the issues of large roadway stability under slope in Pingshuo mining area can be successfully resolved.

Key words: Opencast-underground mining, Key strata, Roadway under slope, Position of terminal mining line