煤炭工程 ›› 2014, Vol. 46 ›› Issue (4): 74-75.doi: 10.11799/ce201404026

• 研究探讨 • 上一篇    下一篇

大采高工作面煤柱支承压力实测分析

邵明伟   

  1. 太原理工大学矿业工程学院
  • 收稿日期:2013-04-19 修回日期:2013-04-25 出版日期:2014-04-11 发布日期:2014-04-10
  • 通讯作者: 邵明伟 E-mail:297080039@qq.com

Measurement analysis on the face of large mining height coal pillar abutment pressure

  • Received:2013-04-19 Revised:2013-04-25 Online:2014-04-11 Published:2014-04-10

摘要:

选用钢弦钻孔应力计对煤柱受采动过程中的应力变化进行观测。分析表明, 在工作面推进过程中,靠近工作面侧46m范围内煤柱受到支承压力影响,并且呈凸台形式;52-64m范围内基本不受采动影响,并且靠近工作面46m范围内煤柱中存在一小一大两个支承压力峰值,分别位于工作面侧18m和38m处.由煤柱的边缘到深部,煤柱塑性区为0-10m,弹性区为10-50m,原岩应力区为50-60m。

关键词: 大采高, 煤柱分区, 侧向支承压力

Abstract:

Selection of sensors on the pillar stress changes were observed to be mining process. Analysis shows that, in the working face advancing process, closing to the working face side abutment pressure influence range of 46m coal pillar by, and a convex form; the range of 52-64m was not affected by mining, and closing to the working face 46m in a smaller two peak abutment pressure range of coal pillars, which were located in the work side of 18m and 38m. By the coal pillar edge to the deep, the plastic zone of pillar is 0-10m, the elastic region is 10-50m, the original rock stress area is 50-60m.

Key words: Large mining height working face, The coal column partition, side abutment pressure

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