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作 者:王比比 郭文兵[1,2] 赵高博 徐飞亚 谭毅[1] Wang Bibi;Guo Wenbing;Zhao Gaobo;Xu Feiya;Tan Yi(School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo 454000,China;Collaborative Innovative Center of Coal Safety Production in Henan Province,Jiaozuo 454000,China)
机构地区:[1]河南理工大学能源科学与工程学院,河南焦作454000 [2]煤炭安全生产河南省协同创新中心,河南焦作454000
出 处:《矿山测量》2021年第3期7-12,共6页Mine Surveying
基 金:国家自然科学基金资助项目(51774111,51974105);河南省矿产资源绿色高效开采与综合利用重点实验室开放基金资助项目(KCF201807);河南省高校重点科研项目基金资助项目(18A440013);河南理工大学博士基金资助项目(672705)。
摘 要:文中统计分析了11座特高压线塔所处位置煤层的埋深、松散层厚度等地质采矿条件;结合《规范》经验值、两个工作面的地表移动变形实测值,并综合考虑山体采动滑移附加影响,分析得到了地表移动角值参数;采用垂线法,理论计算了保护煤柱尺寸,并通过地质块段法对煤柱压煤量进行了估算。In this paper,the geological and mining conditions such as the coal seam buried depth and the loose layer thickness of 11 ultra high voltage(UHV)line towers were analyzed statistically,combining with the empirical value of"Specification",the measured surface movement deformation value of two working faces,and considering comprehensively the additional influence of the mountain mining sliding,the surface movement angle value parameter was analyzed and obtained,and the protective coal pillar size was calculated theoretically by using the vertical line method,and the pressed coal quantity of the coal pillar was estimated by using the geological block section method.
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