采矿与安全工程学报 ›› 2014, Vol. 31 ›› Issue (4): 537-543.

• 论文 • 上一篇    下一篇

煤层极松散砾石顶板特性及支护对策

  

  1. 1.中国矿业大学(北京)力学与建筑工程学院,北京 100083; 2.神华国能和丰煤电有限公司,新疆 和布克赛尔 834411
  • 出版日期:2014-07-15 发布日期:2014-08-28
  • 作者简介:赵术江(1969—),男,山东省诸城县人,博士,高级工程师,从事软岩控制方面的研究。 E-mail:hflnsjh@sina.com Tel:18699000077

Characteristics of extremely loose gravel roof and its support countermeasure

  • Online:2014-07-15 Published:2014-08-28

摘要: 为解决新疆沙吉海矿区极其罕见的极松散砾石层煤层直接顶板支护难题,对砾石层顶板岩石的粒径分布、矿物成分和抗压强度等特性进行了分析。结合现场工程实际,针对其特性设计了一种新型支护体系——无腿棚复合支护,通过理论计算和数值模拟确定了合理的支护参数。现场模拟试验验证了该支护方式的可靠性,现场应用效果良好,为类似地质条件下的巷道支护提供了有效的工程实践经验。

关键词: 松散砾石层, 特性分析, 无腿棚, 复合支护体系

Abstract: To solve the supporting problem of rare extremely loose gravel immediate roof in Shajihai mining area, Xinjiang, the gravel layer characteristics, including particle size distribution, mineral composition, compressive strength, etc., were analyzed in this paper. Combined with the field engineering practice, a new composite support system with no legs was proposed, and the reasonable support parameters were determined through numerical simulation and theoretical analysis. Field simulation test has verified the reliability of this support system, which was applied successfully in the engineering field, and can provide effective practice experience for roadway support in similar geological conditions.

Key words: loose gravel layer, characteristic analysis, shield with no legs, composite support system