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现代矿业 ›› 2026, Vol. 42 ›› Issue (01): 66-71.

• 采矿工程 • 上一篇    下一篇

大断面机头硐室施工工艺及关键支护技术应用

李桂林   

  1. 中煤集团国投哈密能源开发有限责任公司
  • 出版日期:2026-01-25 发布日期:2026-02-05

Application of Construction Technology and Key Support Techniques for Large-section Machine Head Chambers

  1. China Coal Group Guotou Hami Energy Development Co.,Ltd.
  • Online:2026-01-25 Published:2026-02-05

摘要: 大南湖七号煤矿 11703 运输顺槽机头硐室施工断面的煤体稳定性差,巷道布置复杂。 为解决采用传统掘进机掘进时施工难度大、效率低且围岩控制难度大等技术难题,通过技术研究, 对机头系统巷施工工艺进行优化,采用上山穿层近距离煤层掘进工艺,同时对上山穿层段提出了 “C 钢棚+穿帮锚索+超前注浆”联合支护,对过巷段提出了“人工假顶+U29 型钢棚”联合支护工艺, 对漏煤眼起底区采用“钢筋网+槽钢梁+喷浆”联合支护。通过现场应用,与 11701 运输顺槽机头硐 室机头系统巷相比,11703 运输顺槽机头硐室工艺优化后的施工周期缩短 14 d,掘进工程费用减少 89.7万元。对穿层及过巷段围岩进行监测发现,采取联合支护后,围岩未出现大面积变形和收缩现 象,穿层段顶板最大下沉量为 0.12 m,两帮最大收缩量约 0.25 m,过巷皮带巷段顶板最大下沉量约 0.16 m,过巷回风巷段顶板最大下沉量约 0.14 m,均在允许范围内,取得了显著应用成效。

关键词: 系统巷, 施工工艺, 支护技术, 应用效果

Abstract: The coal body stability at the construction section of the 11703 transportation track head chamber of the No. 7 Coal Mine of Dananhu is poor,and the roadway layout is complex. To address the technical challenges such as high construction difficulty,low efficiency and difficult control of surrounding rock when using traditional tunnel boring machines,through technical research,the construction process of the machine head system roadway was optimized. The close-range coal seam tunneling process of going up the mountain through layers was adopted. Meanwhile,a combined support of "C steel shed + side an⁃ chor cable + advanced grouting" was proposed for the going up the mountain through layers section. For the section passing through the roadway,a combined support process of "artificial false roof + U29-type steel shed" was proposed,and for the bottom-raising area of the coal leakage hole,a combined support process of "steel mesh + channel steel beam + spray" was adopted. Through field application,compared with the head system roadway of the 11701 transport track head chamber,the construction period of the 11703 transport track head chamber after process optimization was shortened by 14 d,and the tunneling project cost was reduced by 897 000 yuan. Monitoring of the surrounding rock in the through-layer and road-pass⁃ ing sections revealed that after the implementation of combined support,no large-scale deformation or con⁃ traction occurred in the surrounding rock. The maximum subsidence of the roof in the through-layer section was 0.12 m,the maximum contraction on both sides was about 0.25 m,the maximum subsidence of the roof in the road-passing belt roadway section was about 0.16 m,and the maximum subsidence of the roof in the road-passing return air roadway section was about 0.14 m,all are within the allowable range. Com⁃ bined support has achieved remarkable application results.

Key words: system lane, construction technigues, supporting technology, application effect