煤炭工程 ›› 2013, Vol. 45 ›› Issue (5): 56-58.doi:

• 生产技术 • 上一篇    下一篇

覆岩导水裂缝带发育高度的岩层层位判据分析

申玉三,黄万朋   

  1. 山东科技大学
  • 收稿日期:2012-09-14 修回日期:2012-10-12 出版日期:2013-05-10 发布日期:2013-05-10
  • 通讯作者: 黄万朋 E-mail:huangwanpeng2002@126.com

The Analysis of Strata Layer Criterion to Determine the Permeable Fractured Zone's Height

1,   

  • Received:2012-09-14 Revised:2012-10-12 Online:2013-05-10 Published:2013-05-10

摘要: 工作面上覆岩层呈现非均质的分层结构,而导水裂缝带是随着各分层岩层的弯曲沉降逐渐向上发育的,其发育高度是各岩层分层厚度的叠加。因此,为了精确确定导高值,提出了导水裂缝带发育高度的岩层层位判据。以某矿工作面为工程实例,通过现场观测结果,结合上覆各岩层层向拉伸率的分析计算,确定了工作面上方第二层灰岩为导水裂缝带发育的最上位岩层,其层位高度36.86m,层向拉伸率为0.42,为覆岩各层岩层层向拉伸率变化趋势的拐点,因此确定工作面覆岩导水裂缝带的高度为36.86m。

关键词: 导水裂缝带, 现场观测, 层位结构, 层向拉伸率

Abstract: The upper strata structure is anisotropic and layered. The permeable fractured zone is developing according to each rock layer’s bending and subsidence. So, the permeable fractured zone's height is sum of each rock layer’s thickness. To determine this height accurately, the strata layer criterion was proposed. This paper took one working face as example, measuring the permeable fractured zone’s height in field, calculating each rock layer’s tensile rate, then determined the top layer in permeable fractured zone is limestone layer which horizon height is 36.86m, tensile rate is 0.42. This limestone layer’s tensile rate is the inflection point of each layer tensile rate’s changing trend. At last, we determine the permeable fractured zone's height is 36.86m.

Key words: permeable fractured zone, measure in field, layer structure, tensile rate