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Research on Large Diameter Pre-stressed Grouting Cable Anchor Reinforcement for Loading Chamber
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Affiliation:

Well Construction Department, Tiandi Sciences & Technology Co., Ltd.

Clc Number:

TD354

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    Abstract:

    The loading chamber of main shaft skip was damaged seriously in Majialiang coalmine and the supporting strength was insufficient. By the analysis on the damage reasons, new reinforced scheme of large diameter pre-stressed grouting cable anchor was proposed and the paper introduces the key points of the design and construction technology. The numerical simulations and the industrial test showed that the scheme can meet the requirements of the force and deformation of the loading chamber, the cable force is reasonable, the roof and 2 sides of displacement are effectively controlled with good reinforcing effect.

    Reference
    [1]钱鸣高,刘听成.矿山压力及其控制[M].北京:煤炭工业出版社,1991.
    [2]刘长武.软岩巷道锚注加固原理与应用[M].徐州:中国矿业大学出版社,2000.
    [3]孔祥惠,朱申庆,郑金平.注浆与锚索联合加固技术在软岩巷道中的应用[J].煤炭科学技术,2008,36(6):25-27.
    [4]谢士文,郭鹏,王冰.深孔锚索注浆加固技术在深井高应力软岩巷道底臌治理中的应用[C]//煤炭科学与技术研究论文集.北京:煤炭工业出版社,2010:38-41.
    [5]康红普.回采巷道锚杆支护影响因素FLAC分析[J].岩石力学与工程学报,1999,18(5):534-537.
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History
  • Received:April 08,2013
  • Revised:April 09,2013
  • Adopted:June 18,2013
  • Online: September 05,2013
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