• 中文核心期刊
  • 中国科技核心期刊
  • RCCSE中国核心学术期刊

高预紧力强力支护技术在玉溪煤矿中央回风大巷中的应用

郝存义, 付玉凯

郝存义, 付玉凯. 高预紧力强力支护技术在玉溪煤矿中央回风大巷中的应用[J]. 煤矿安全, 2016, 47(11): 159-161.
引用本文: 郝存义, 付玉凯. 高预紧力强力支护技术在玉溪煤矿中央回风大巷中的应用[J]. 煤矿安全, 2016, 47(11): 159-161.
HAO Cunyi, FU Yukai. Application of Supporting Technology with High Strength and High Pre-tightening Force for Central Wind Roadway in Yuxi Coal Mine[J]. Safety in Coal Mines, 2016, 47(11): 159-161.
Citation: HAO Cunyi, FU Yukai. Application of Supporting Technology with High Strength and High Pre-tightening Force for Central Wind Roadway in Yuxi Coal Mine[J]. Safety in Coal Mines, 2016, 47(11): 159-161.

高预紧力强力支护技术在玉溪煤矿中央回风大巷中的应用

Application of Supporting Technology with High Strength and High Pre-tightening Force for Central Wind Roadway in Yuxi Coal Mine

  • 摘要: 为解决玉溪煤矿深部松软破碎巷道变形大、变形机理复杂的难题,基于巷道围岩地质力学测试,分析了玉溪矿中央回风大巷变形破坏特征及其失稳机理,认为高地应力、低围岩强度和支护方式不合理是造成巷道围岩变形的主要原因。据此提出了高预紧力高强度支护技术,并进行了现场应用。应用结果表明:采用新支护设计方案后,中央回风大巷两帮未有明显变形,总变形量在27 mm左右,顶板变形总量更小,约为18 mm,有效控制了巷道的长期流变。
    Abstract: In order to solve the difficult problem of large deformation and complicated deformation mechanism of deep soft and broken roadway in Yuxi Coal Mine, based on the geological mechanics test of surrounding rock, the deformation characteristics of central return air roadway and instability mechanism are analyzed, it is considered that the main causes of surrounding rock deformation are the high stress, surrounding rock strength and the unreasonable support. Based on the above, the high strength and high strength support technology is proposed, and the field application is carried out, the results show that the deformation of central return air roadway is smaller after adopting the new support scheme, the total deformation amount is about 27 mm, the total deformation of the roof is smaller, it is about 18 mm, which can effectively control the long-term evolution of the roadway.
  • [1] 何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究[J].岩石力学与工程学报,2005,24(16):2803.
    [2] 柏建彪,侯朝炯.深部巷道围岩控制原理与应用研究[J].中国矿业大学学报,2006,35(2):145-148.
    [3] 姜耀东,王宏伟,赵毅鑫,等.极软岩回采巷道互补控制支护技术研究[J].岩石力学与工程学报,2009,28(12):2383-2390.
    [4] 陆士良,姜耀东.支护阻力对软岩巷道围岩的控制作用[J].岩土力学,1998,19(1):1-6.
    [5] 陆士良,王悦汉.软岩巷道支架壁后充填与围岩关系的研究[J].岩石力学与工程学报,1999,18(2):180.
    [6] 柏建彪,王襄禹,贾明魁,等.深部软岩巷道支护原理及应用[J].岩土工程学报,2008,30(5):632-634.
    [7] 孙晓明,杨军,曹伍富.深部回采巷道锚网索耦合支护时空作用规律研究[J].岩石力学与工程学报,2007,26(5):895-899.
    [8] 康红普,姜铁明,高富强.预应力在锚杆支护中的作用[J].煤炭学报,2007,32(7):680-685.
    [9] 康红普,王金华.煤巷锚杆支护理论与成套技术[M].北京:煤炭工业出版社,2007.
    [10] 康红普,王金华,林健.高预应力强力支护系统及其在深部巷道中的应用[J].煤炭学报,2007,23(12):1233-1238.
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  • 发布日期:  2016-11-19

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