期刊文献+

掘进巷道过断层补强支护围岩稳定性研究 被引量:8

Study on the stability of surrounding rock for the excavation roadway over fault reinforcement
下载PDF
导出
摘要 为了解决中能煤业1308回风顺槽掘进时受断层影响变形大的问题,本文采用理论分析和现场实测相结合的方法,对巷道过断面的受力形式及支护进行了分析,提出了利用U型钢支架及复喷砼对原有的支护进行补强的加强支护形式。实测结果表明,采用加强支护后的巷道围岩表面位移量较小,巷道较稳定性,为安全开采提供了保证。 In order to solve the problem of large deformation under the influence of fault during 1308 return air tunneling in zhongneng coal industry, this paper analyzes the force form and support of roadway over section by theoretical analysis and field measurement, and proposed a strengthened support which is using U-shaped steel support and respraying concrete to reinforce the original support. The actual measurement results show that the surface displacement of the surrounding rock of the tunnel after strengthening support is small, and the tunnel is relatively stable, which provides a guarantee for safe mining.
作者 孟尚斌 Meng Shangbin(Changzhi Sanyuan Zhong energy coal industy Co.,Ltd.,Jinneng group,Changzhi Shanxi 046600)
出处 《同煤科技》 2020年第2期39-41,共3页 Datong Coal Science & Technology
关键词 理论分析 围岩变形 现场实测 Theoretical analysis Surrounding rock deformation Field measurement
  • 相关文献

参考文献4

二级参考文献45

共引文献58

同被引文献40

引证文献8

二级引证文献27

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部