Advance Search
LI Hong, MA Jinkui. Analysis on gas drainage effect of large diameter roof directional long borehole instead of high drainage rock roadway[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(7).
Citation: LI Hong, MA Jinkui. Analysis on gas drainage effect of large diameter roof directional long borehole instead of high drainage rock roadway[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(7).

Analysis on gas drainage effect of large diameter roof directional long borehole instead of high drainage rock roadway

More Information
  • Available Online: April 02, 2023
  • Published Date: July 24, 2020
  • In order to further improve gas drainage effect in the fracture zone of the gob to ensure the safety of the working face during mining, a large diameter roof directional long borehole(ø203 mm)was proposed for gas directional drainage in the fracture zone of mining area, and its construction technology, reasonable layout of drilling holes and drainage effect were studied.The results show that the reasonable vertical height of the borehole layout is 45~50 m, and the horizontal distance between the borehole and the return air lane of the mining face is 40 m.Compared with gas control methods in conventional mining areas such as high-drainage roadways and high-level boreholes, the extraction volume of large-diameter directional long bores on roof is equivalent to that of high-level extraction roadways, and it is 2.04 times of that of common roof high-level borehole; the engineering volume is greatly reduced.Large-diameter roof-oriented long drilling can not only achieve high-efficiency extraction, but also save engineering volume and reduce construction costs.The successful application of of this technology provides a practical basis and development direction for the improvement of the technology of replacing roadway with hole and the traditional high position hole in roof.
  • Related Articles

    [1]HU Bin, WANG Zhichao, ZHANG Xiao. Research on application of concrete pillar in conjunction with anchored bolt and cable support system[J]. COAL SCIENCE AND TECHNOLOGY, 2022, 50(4): 91-98.
    [2]WANG Xiangyu, ZHANG Weidong, WANG Guanghui, WU Bowen, LI Junchen, ZHENG Zhe. Study on high-energy strengthening anchor mechanism of tension pre-tightening bolt support system[J]. COAL SCIENCE AND TECHNOLOGY, 2021, 49(2): 38-44. DOI: 10.13199/j.cnki.cst.2021.02.005
    [3]ZHANG Kexue, KANG Lei, HE Manchao, LIU Jinhai, CHENG Zhiheng, SUN Jiandong, LI Dong, ZHAO Qifeng, YIN Shuaifeng, SHANGGUAN Feng, WANG Xiaoling. Research on multi-level comprehensive evaluation of coal seam rockburst risk in underground mine[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(8): 82-89.
    [4]JIAO Jiankang, JU Wenjun, WU Yongzheng, HE Jie. Multi-layer control technologies for surrounding rock stability of dynamic-loading rock burst roadway[J]. COAL SCIENCE AND TECHNOLOGY, 2019, (12).
    [5]WANG Hongzhi, ZHANG Dongsheng, WANG Xufeng, ZHANG Shenglong, CHENG Jixin. Study on bolt-mesh-anchor support technology of open-off cut with compound roof and large cross section[J]. COAL SCIENCE AND TECHNOLOGY, 2018, (4).
    [6]ZHANG Sheng, WANG Xiaoliang, JIA Zhiming, JU Shiyuan. Study on application of asymmetrical support technology to mineroadway with multi layer inclined rock strata[J]. COAL SCIENCE AND TECHNOLOGY, 2018, (1).
    [7]Li Shugang Cheng Xiaoyu Liu Chao Zhang Tianjun Xing Lijie Wang Hui, . Research on technology of anchor cable supporting and grouting reinforcement for dynamic pressurized tunnel with crushed surrounding rock[J]. COAL SCIENCE AND TECHNOLOGY, 2016, (1).
    [8]Full Anchor Support Technology of Mine Roadway with Soft Roof in Stress Abnormal Zone[J]. COAL SCIENCE AND TECHNOLOGY, 2012, (6).
    [9]Experiment of Powerful Anchor Truss Support System Applied to Mining Roof Falling Gateway[J]. COAL SCIENCE AND TECHNOLOGY, 2011, (2).
  • Cited by

    Periodical cited type(10)

    1. 潘锐, 龚伟, 任明洋, 程桦, 孙茂如, 张旬, 施宗申, 凡元丰. 深井软岩顶板返修锚索支护设计及控制研究. 采矿与安全工程学报. 2025(04)
    2. 郭亮, 王俊红, 李永亮, 李然, 李文凯, 袁江震. 煤矿巷道顶板锚杆受力分析与支护机理. 中国煤炭. 2025(06)
    3. 涂敏,郭福鑫. “蝶形托板-锚索”匹配性及锚索防剪保护机理研究. 采矿与安全工程学报. 2025(02): 306-316 .
    4. 齐俊艳,车玉浩,王磊,袁瑞甫. 改进黏菌算法优化TCN-LSTM-MHSA的巷道锚杆(索)应力预测模型. 工矿自动化. 2025(05): 129-139 .
    5. 杨博. 余吾煤矿过向斜构造区煤巷稳定性研究. 陕西煤炭. 2024(03): 6-11 .
    6. 袁越,张峰彬,尚玺,刘兆强,彭刚. 深部顶板夹煤层巷道变形破坏分析及其控制. 中国安全科学学报. 2024(01): 158-165 .
    7. 涂敏,郭福鑫,张向阳,王传兵. 锚索丝轴向受力-破断能量聚散演化与吸能防护机理. 煤炭学报. 2024(08): 3353-3365 .
    8. 单仁亮,仝潇,代卫林,王兆瑞,刘松,李泳臻,刘冬,陈明远. 管索组合结构支护新技术及其在深部大变形巷道应用研究. 矿业科学学报. 2023(01): 39-49 .
    9. 王文才,吴周康,王鹏,苏宝山. 基于深埋煤巷围岩分区承载分析研究. 矿业研究与开发. 2023(07): 88-94 .
    10. 李安云,张凯,徐金峰,谢雄耀,康元锋. 破碎软岩斜井TBM开挖围岩稳定性及支护优化研究——以可可盖副斜井TBM掘进工程为例. 隧道建设(中英文). 2023(11): 1924-1934 .

    Other cited types(7)

Catalog

    Article views (154) PDF downloads (472) Cited by(17)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return