新版《煤矿安全规程》(防治水部分)修订要点解读与讨论
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  • 英文篇名:Interpretation and discussion on revised key points of mine water prevention part from Coal Mine Safety Regulations
  • 作者:尹尚先
  • 英文作者:Yin Shangxian;Hebei State Key Laboratory of Mine Disaster Prevention,North China Institute of Science and Technology;
  • 关键词:矿井水防治 ; 带压开采 ; 隔水层厚度 ; 突水系数
  • 英文关键词:mine water prevention;;coal mining above aquifer with pressure;;aquiclude thickness;;water inrush coefficient
  • 中文刊名:MTKJ
  • 英文刊名:Coal Science and Technology
  • 机构:华北科技学院河北省矿井灾害防治重点实验室;
  • 出版日期:2017-07-15
  • 出版单位:煤炭科学技术
  • 年:2017
  • 期:v.45;No.512
  • 基金:国家重点研发计划资助项目(2017YFC0804100);; 教育部创新团队资助项目(IRT_17R37);; 河北省自然科学基金重点资助项目(D2017508099)
  • 语种:中文;
  • 页:MTKJ201707025
  • 页数:5
  • CN:07
  • ISSN:11-2402/TD
  • 分类号:144-148
摘要
为更好理解新版《煤矿安全规程》中有关防治水条款的修订情况,依据总体修订原则,按照"坚持以人为本、强化企业主体、夯实基础地位、吸取事故教训、严格工作程序、体现科技进步"六项防治水条款修订原则,重点梳理了修订后的内容。同时分析说明了"顶板含水层下采煤不属于带压开采范畴",提出第302条中带压开采应仅针对承压含水层上采煤时的底板带压开采;指出了《煤矿防治水规定》附录四、附录五有关安全隔水层厚度计算存在矛盾,从理论上分析论证了斯列萨列夫公式与突水系数公式分别适用于掘进巷道工作面与回采工作面安全隔水层厚度计算评价,突水系数公式适用于回采工作面且底板隔水层厚度小于50 m的情况。
        In oder to better understand the new revised conditions about mine water prevention and control part from coal mine safety regulations,based on the general principles of revision,according to six modifications principles,i. e,adhering to the people-oriented,strengthening the enterprise dominant position,soliding foundation status,drawing lessons from the accident,strictly working procedures,embodying the scientific and technological progress,the author illustrates related key changes. Meanwhile,the author put forward mining under the roof aquifer do not belong to the category of mining with pressure,the terms about mining with roof water pressure should be amended as mining under floor water pressure in No.302 article. There are contradictions in the calculation of the safety thickness of the aquiclude in appendix four and five in Prevention and Control of Coal Mine Water Regulations. The paper analyzes and demonstrates theoretically that the Slisalif formula and water inrush coefficient formula are respectively suitable for evaluation of safety thickness of aquifuge in the heading face and the working face,the water inrush coefficient formula is suitable for the working face with the aquiclude thickness of the floor is less than 50 m.
引文
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