煤炭工程 ›› 2017, Vol. 49 ›› Issue (8): 78-81.doi: 10.11799/ce201708022

• 施工技术 • 上一篇    下一篇

坚硬顶板沿空留巷巷旁支护技术及工程应用

杨富强1,相啸宇2,张玉宝3,王成武2,张巍3   

  1. 1. 北京昊华能源股份有限公司木城涧煤矿
    2. 北京昊华能源股份有限公司
    3. 山东科技大学矿业学院
  • 收稿日期:2016-10-10 修回日期:2016-11-23 出版日期:2017-08-25 发布日期:2017-09-25
  • 通讯作者: 张玉宝 E-mail:zybhn2008@126.com

Roadside support technology of gob-side entry retaining of hard roof and it’s engineering application

  • Received:2016-10-10 Revised:2016-11-23 Online:2017-08-25 Published:2017-09-25

摘要: 针对沿空留巷坚硬顶板条件,在传统巷旁密集单体支柱切顶支护的基础上,提出了“锚索+单体液压支柱”巷旁主动强力切顶支护技术。巷旁先采用密集单体支柱支护,然后打锚索支护,构成强力切顶结构,待采空区顶板垮落后,将密集支柱回出,支设新的一排柱距较大的单体支柱。通过力学分析得到了巷旁单体支柱和实体煤的支护阻力大小,并对木城涧煤矿六槽东四壁运输巷进行沿空留巷试验。围岩监测数据表明:一次采动后沿空留巷顶底板移近量达125mm,两帮移近量达到52mm;二次采动对顶底板及两帮的移近量影响较小,仅分别增加了40mm、5mm。可见,采用“锚索+单体液压支柱”巷旁支护对坚硬顶板沿空留巷的围岩稳定性具有良好的控制作用。

Abstract: In view of gob-side entry retaining under the hard roof condition, the anchor cable and individual hydraulic prop of roadside active power cutting roof support technology is put forward on the basis of the traditional roadside dense hydraulic prop support. Firstly dense individual props are used to support roadside roof and then the anchor cable is used additionally. When the goaf roof fall, the dense props are gradually evacuated, and a new row individual prop with larger space are supported. The roadside active supporting system composed of new individual prop and anchor cable is established. The support resistances of the single prop and coal sidewall was been obtained through mechanical analysis. Through the field investigation of gob-side entry retaining in Muchengjian coal mine, the monitoring data show that: the displacement between the roof and floor is 125mm and the displacement of the two roadsides reachs 52mm after one mining; And the influence of two mining on the roof and floor’s displacement and two roadsides’ displacement are relatively small, only 40mm, 5mm, respectively. It is obvious that the “anchor cable and individual hydraulic prop” roadway support technology has a good control effect on the stability of surrounding rock in gob-side entry retaining of hard roof.

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