建筑物下工作面部分矸石充填开采充填高度的确定  

The determination of the filling height in part of gangue filling under the building

作　　者：秦洪岩 李洋 题正义[4] 杨艳国[4] QIN Hongyan;LI Yang,;TI Zhengyi;YANG Yanguo(School of Safety Engineering,North China Institute of Science ＆ Technology,Yanjiao,065201,China;？ Key Lab？ of Mine Disaster Prevention and Control in Hebei Province,Yanjiao,065201,China;？ Library of North China Institnte of Science and Technology,Yanjiao,065201,China;Liaoning Technical University Mining Institute,Fuxin,123000,China)

机构地区：[1]华北科技学院安全工程学院,北京东燕郊065201 [2]河北省矿井灾害防治重点实验室,北京东燕郊065201 [3]华北科技学院图书馆,北京东燕郊065201 [4]辽宁工程技术大学矿业学院,辽宁阜新123000

出　　处：《华北科技学院学报》2018年第2期36-42,共7页Journal of North China Institute of Science and Technology

基　　金：中央高校基本科研业务费资助(3142017095);国家自然科学基金(51274117,51104085)

摘　　要：常村王庄煤矿S5-12工作面部分位于村庄保护煤柱。为实现部分充填开采后的地表沉陷变形可视化,采用概率积分法、距离幂次反比法和矩形网格模型的等值线绘制方法建立了部分充填开采时的地表沉陷变形预测方法。通过建立的预测方法计算得到满足地表建筑物安全时的煤柱内可采厚度为3.5 m,应用等效采高计算模型反推出此时的矸石最小充填高度为4.03 m。Part of the S5-12 working face in Wangzhuang coal mine is located in the village’s protective coalpillar, To realize visualization of surface subsidence deformation after part of filling mining,partial filling min-ing surface subsidence deformation prediction method is established by using the probability integral method,distance power inverse ratio method and the contour-map method of rectangular grid model, By establishingthe prediction method calculate the mining thickness within the coal pillar in the safety of the surface buildingis 3.5 m The equivalent mining model is applied to backstep the gangue minimum filling height is 4.03 m.

关 键 词：地表变形预测 矸石充填 部分充填开采 建筑物下开采 预计结果可视化 

分 类 号：TD823.7[矿业工程—煤矿开采]