矿山压力对底板破坏深度监测研究

施龙青, 朱鲁, 韩进, 苏宝成, 王则才, 尹万才, 李国臣, 尚亚平

施龙青, 朱鲁, 韩进, 苏宝成, 王则才, 尹万才, 李国臣, 尚亚平. 矿山压力对底板破坏深度监测研究[J]. 煤田地质与勘探, 2004, 32(6): 20-23.
引用本文: 施龙青, 朱鲁, 韩进, 苏宝成, 王则才, 尹万才, 李国臣, 尚亚平. 矿山压力对底板破坏深度监测研究[J]. 煤田地质与勘探, 2004, 32(6): 20-23.
SHI Long-qing, ZHU Lu, HAN Jin, SU Bao-cheng, WANG Ze-cai, YIN Wan-cai, LI Guo-chen, SHANG Ya-ping. Monitor study on broken floor depth caused by underground pressure[J]. COAL GEOLOGY & EXPLORATION, 2004, 32(6): 20-23.
Citation: SHI Long-qing, ZHU Lu, HAN Jin, SU Bao-cheng, WANG Ze-cai, YIN Wan-cai, LI Guo-chen, SHANG Ya-ping. Monitor study on broken floor depth caused by underground pressure[J]. COAL GEOLOGY & EXPLORATION, 2004, 32(6): 20-23.

 

矿山压力对底板破坏深度监测研究

基金项目: 

国家自然科学基金(No.50374044)

留学回国人员基金(教外司留[2003]406)联合资助

详细信息
    作者简介:

    施龙青(1964-),男,江苏扬州市人,山东科技大学教授,博士生导师,从事地质与采矿工程、地质灾害与矿井水害控制研究

  • 中图分类号: TD325+.1

Monitor study on broken floor depth caused by underground pressure

  • 摘要: 目前肥城煤田6 1%的煤炭储量受底板奥陶系灰岩岩溶水威胁,采场底板破坏深度的监测是该煤田底板水害防治的重要内容,选择肥城煤田曹庄井田8煤层和9煤层开采作为监测对象,利用向底板岩层注水方法监测岩层破坏情况。利用专利产品“钻孔双端封堵测漏监测仪”,监测煤层采前的底板原始裂隙发育程度和采后矿山压力底板的破坏深度。监测结果表明,8煤层开采造成的底板破坏深度可达36.5m;9煤层开采底板破坏深度可达14.2m。
    Abstract: Only the effective water-resisting zone has water-resisting capacity. At present about 61 percent coal reserve in Feicheng coal field is suffering the danger of water-inrush from floor Ordovician karst water while it is mined. Therefore monitor the broken floor depth is a main research project of controlling mine inundation in Feicheng coal field. The being mined coal seam 8 and coal seam 9 of Caozhuang coal mine in Feicheng coal field is selected as the monitor objects. The broken floor can be monitored with infusion method. The stratum original fracture degree before mining coal and broken depth caused by underground pressure can be monitored with the patent ‘Double Ends Sealed Water-loss Monitor’. The research result show that the depth of the broken floor caused by mining coal seam 8 is 36.5 m and the depth of the broken floor caused by mining coal seam 9 is 14.2 m.
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出版历程
  • 收稿日期:  2004-03-01
  • 网络出版日期:  2023-03-19

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