采矿与安全工程学报 ›› 2014, Vol. 31 ›› Issue (6): 901-906.

• 论文 • 上一篇    下一篇

复杂构造应力采区沿空掘巷非对称支护研究

  

  1. 中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116
  • 出版日期:2014-11-15 发布日期:2014-12-01
  • 作者简介:周钢(1956—),男,北京市人,高级工程师,研究生导师,从事岩石工程性质、矿山压力与岩层控制方面的研究。 E-mail:zg2299@163.com Tel:0516-83885178
  • 基金资助:

    国家自然科学基金项目(51174196)

Asymmetric supporting research of gob-side entry driving in complex tectonic stress mining area

  • Online:2014-11-15 Published:2014-12-01

摘要: 综放工作面处于复杂构造应力区,为确定该区域地应力状况,采用空心包体应力解除法进行现场地应力实测,确定该区域为构造应力为主的高应力区。以地应力实测结果为依据,采用实测主应力大小和方向对数值计算模型进行初始地应力的加载,有效减小了由于不考虑构造应力导致模拟结果的误差;结合沿空巷道在掘进及回采过程的受力及变形演化机理,设计出沿空掘巷非对称支护方案,非对称支护中设计使用肩部锚索专用紧固构件,减小了锚索被剪断的几率,有效提高了锚索承载质量。工业性试验与矿压观测结果表明:在以构造应力为主的复杂应力区采用不对称支护技术,沿空掘巷支护效果良好,技术经济效益与社会效益显著。

关键词: 复杂构造应力区, 沿空掘巷, 非对称支护, 地应力测试

Abstract: When the working face is in the complex tectonic stress area,in order to determine the area ground stress condition,the method of stress relief is used to determine the region of high stress mainly constituted by tectonic stress. Based on the in-situ stress test results,the stress intensity and direction are used to load the initial ground stress in the numerical calculation model, which effectively reduces the error of the simulation results without considering the tectonic stress.Combined with evolution mechanism of deformation and stress along the empty roadway, asymmetric supporting parameters has been designed.Using special anchor fastening shoulder artifacts effectively can reduce the chances of fracture anchor cables and improve the quality of the anchor cable bearing quality.The results of the industrial test and the rock pressure indicates that the asymmetric support scheme supporting effect is good in the complex tectonic stress mining area and has a remarkable economic and social benefit.

Key words: complex high stress mining area, gob-side entry driving, asymmetric supporting, in-situ stress test