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急倾斜煤层防水煤柱合理尺寸的理论分析

徐斌 董书宁 徐艳玲

徐斌, 董书宁, 徐艳玲. 急倾斜煤层防水煤柱合理尺寸的理论分析[J]. 矿业科学学报, 2017, 2(4): 307-315.
引用本文: 徐斌, 董书宁, 徐艳玲. 急倾斜煤层防水煤柱合理尺寸的理论分析[J]. 矿业科学学报, 2017, 2(4): 307-315.
Xu Bin, Dong Shuning, Xu Yanling. Waterproof pillar size design in steep coal seam[J]. Journal of Mining Science and Technology, 2017, 2(4): 307-315.
Citation: Xu Bin, Dong Shuning, Xu Yanling. Waterproof pillar size design in steep coal seam[J]. Journal of Mining Science and Technology, 2017, 2(4): 307-315.

急倾斜煤层防水煤柱合理尺寸的理论分析

基金项目: 国家自然科学基金(51074075,41072188);“十二五”国家科技支撑计划(2012BAK04B04);国家留学基金委高水平公派研究生项目
详细信息
    作者简介:

    徐斌(1988—),男,湖南邵阳人,博士研究生,从事工程地质及水文地质等方面研究。

  • 中图分类号: TD327

Waterproof pillar size design in steep coal seam

  • 摘要: 根据深部急倾斜煤层工作面开采方式、积水位置的不同组合,将防水煤柱留设分成三种常见模式,并分析了每一种模式煤柱留设的主要依据;运用块体极限平衡理论建立急倾斜煤层失稳力学模型,推导出煤柱区段稳定尺寸的计算公式;针对不同矿区的具体条件,提出急倾斜防水煤柱留设合理尺寸的优化体系.将优化设计的理论运用于唐山某矿,得出防水煤柱留设合理高度为59.3m,而该矿在防水煤柱高度60m的条件下实现安全试采,说明优化设计理论具有工程实践指导作用.
  • [1] 屠洪盛,屠世浩,白庆升,等.急倾斜煤层工作面区段煤柱失稳机理及合理尺寸[J].中国矿业大学学报,2013,42(1):6-11.
    [2] Tu Hongsheng,Tu Shihao,Bai Qingsheng,et al.Instability of a coal pillar section a steep mining face:Pillar size located at selection [J].Journal of China University of Mining & Technology,2013,42(1):6-11.
    [3] 贾剑青,王宏图,胡国忠,等.急倾斜工作面防水煤柱留设方法及其稳定性分析[J].煤炭学报,2009,34(3):315-319.
    [4] Jia Jianqing,Wang Hongtu,Hu Guozhong,et al.Methods of retaining water barrier and its stability analysis of steep working face[J].Journal of China Coal Society,2009,34(3):315-319.
    [5] 李永明.水体下急倾斜煤层充填开采覆岩稳定性及合理防水煤柱研究[D].徐州:中国矿业大学,2012.
    [6] 国家安全生产监督管理总局,国家煤矿安全监察局.煤矿防治水规定[M].北京:煤炭工业出版社,2009.
    [7] 国家煤炭工业局.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规程[M].北京:煤炭工业出版社,2000.
    [8] 田秀国,戴华阳.急倾斜煤层深部开采岩层移动数值模拟研究[J].矿山测量,2011(2):28-32.
    [9] Tian Xiuguo,Dai Huayang.Study on numerical simulation of strata displacement under mining deep and steeply inclined coal seam [J].Mine Surveying,2011(2):28-32.
    [10] 王宁波,张农,崔峰,等.急倾斜特厚煤层综放工作面采场运移与巷道围岩破裂特征[J].煤炭学报,2013,38(8):1312-1318.
    [11] Wang Ningbo,Zhang Nong,Cui Feng,et al.Characteristics of stope migration and roadway surrounding rock fracture for fully mechanized top coal caving face in steeply dipping and extra thick coal seam [J].Journal of China Coal Society,2013,38(8):1312-1318.
    [12] 杨成田.专门水文地质学[M].北京:地质出版社,1981.
    [13] 冯振.斜倾厚层岩质滑坡视向滑动机制研究[D].北京:中国地质科学院,2012.
    [14] 郑惠峰,汪卫明,陈胜宏.岩石边坡动力稳定安全系数的块体单元法分析[J].岩石力学与工程学报,2008,27(S1):2785-2792.
    [15] Zheng Huifeng,Wang Weiming,Chen Shenghong.Analysis of dynamic factor of safety of rock slope with block element method [J].Chinese Journal of Rock Mechanics and Engineering,2008,27(S1):2785-2792.
    [16] 任青文,余天堂.边坡稳定的块体单元法分析[J].岩石力学与工程学报,2001,20(1):20-24.
    [17] Ren Qingwen,Yu Tiantang.Slope stability analysis with block element method[J].Chinese Journal of Rock Mechanics and Engineering ,2001 ,20 (1) :20-24.
    [18] 韩文梅.岩石摩擦滑动特性及其影响因素分析[D].太原:太原理工大学,2012.
    [19] 郑拯宇.理论力学教学中斜坡滑动摩擦偏向力偶探讨[J].科技创新导报,2013(9):167-168.
    [20] Zheng Zhengyu.Study and analysis of the bias couple of sliding object on slope[J].Science and Technology Innovation Herald,2013(9):167-168.
    [21] 刘跃东,张东峰,樊勇.急倾斜煤层巷道放顶煤开采合理区段高度研究[J].煤炭工程,2014,46(7):16-21.
    [22] Liu Yuedong,Zhang Dongfeng,Fan Yong.Research on reasonable district sublevel height for top coal caving in steep seam [J].Coal Engineering,2014,46(7):16-21.
    [23] 王志强,陈超凡,王磊,等.倾斜煤层防水煤岩柱尺寸留设的技术优化研究[J].采矿与安全工程学报,2013,30(5):735-738.
    [24] Wang Zhiqiang,Chen Chaofan,Wang Lei,et al.Research on reasonable size of waterproof pillar in mining inclined coal seam [J].Journal of Mining & Safety Engineering,2013,30(5):735-738.
    [25] 金珠鹏,张继忠.大乘煤矿急倾斜煤层巷道放顶煤采煤法区段高度研究[J].矿冶,2012,21(3):8-11.
    [26] Jin Zhupeng,Zhang Jizhong.Study on section height of caving in steep seam mining in Dacheng coal mine [J].Mining & Metallurgy,2012,21 (3):8-11.
    [27] 翟新献,钱鸣高,李化敏,等.小煤矿复采煤柱塑性区特征及采准巷道支护技术[J].岩石力学与工程学报,2004,23(22):3799-3802.
    [28] Zhai Xinxian,Qian Minggao,Li Huamin,et al.Characteristics of plastic zone of second mining pillar and support technology of gateway in small mines [J].Chinese Journal of Rock Mechanics and Engineering,2004,23(22):3799-3802.
    [29] 刘长武,洪允和.矿间防水煤柱合理尺寸的理论分析[J].中国矿业大学学报,1995,34 (1):52-57.
    [30] Liu Changwu,Hong Yunhe.Theoretic analysis of the rational size of water barrier between mines [J].Journal of China University of Mining & Technology,1995,34(1):52-57.
    [31] 侯朝炯,马念杰.煤层巷道两帮煤体应力和极限平衡区的探讨[J].煤炭学报,1989,14(4):21-29.
    [32] Hou Chaojiong,Ma Nianjie.Stress in roadway sides and limit equilibrium zone [J].Journal of China Coal Society,1989,14(4):21-29.
    [33] 威尔逊A H.对确定煤柱尺寸的研究[J].孙家禄,译.矿山测量,1973,1(1):30-42.
    [34] Wilson A HStudy on the coal pillar size[J] Translated by Sun JialuMine Surveying,1973,1(1):30-40
    [35] 吴立新,王金庄.煤柱屈服区宽度计算及其影响因素分析[J].煤炭学报,1995,20(4):625-631.
    [36] Wu Lixin,Wang Jinzhuang.Calculation of width of yielding zone of coal pillar and analysis of influencing factors [J].Journal of China Coal Society,1995,20(4):625-631.
    [37] 马亚杰,武强,洪益清,等.急倾斜煤层开采覆岩变形分析及其应用[J].煤炭学报,2009,34(3):320-324.
    [38] Ma Yajie,Wu Qiang,Hong Yiqing,et al.Deformation analysis of covering rock masses as mining steep inclined coal seam and its application [J].Journal of China Coal Society,2009,34(3):320-324.
    [39] 刘彦飞.开采损害与环境保护[M].北京:煤炭工业出版社,2004.
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出版历程
  • 收稿日期:  2016-11-10
  • 刊出日期:  2017-07-25

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