检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:高海滨 褚心瑜 王兆其 Gao Haibin;Chu Xinyu;Wang Zhaoqi(Shandong Xinchazhuang Mining Limited Liability Company,Shandong Feicheng 271612;Shandong University of Science and Technology,Shandong Qingdao 266590)
机构地区:[1]山东新查庄矿业有限责任公司,山东肥城271612 [2]山东科技大学,山东青岛266590
出 处:《山东煤炭科技》2024年第10期11-15,共5页Shandong Coal Science and Technology
摘 要:新查庄煤矿8煤层与9煤层间距较小,属于极近距离煤层,8煤层采空区的存在对9煤层的采掘活动存在较大影响。采用FLAC^(3D)计算机数值模拟的方法研究8煤层底板破坏深度为2.7 m;采用巷道围岩松动圈探测的方法研究9煤层顶板破坏深度为1.1 m;采用理论计算的方法和工程岩体等级支护法对巷道围岩参数进行计算,综合计算结果得到可靠的支护参数:煤层顶板为泥灰岩厚度≥0.7 m时,顶板锚杆型号为Ф18 mm×1600 mm,间排距为1100 mm×2600 mm;顶板锚索直径为Ф17.8 mm,间排距为1200 mm×3000 mm,长度5.0 m(外露与托盘厚度0.5 m)。采用数值模拟FLAC^(3D)的方法对巷道围岩支护效果进行模拟,分析巷道变形量在可控范围内,支护方案效果明显,支护设计参数合理。The spacing between the 8th coal seam and 9th coal seam in Xinchazhuang Coal Mine is relatively small,belonging to extremely close distance coal seams.The existence of the goaf in the 8th coal seam has a significant impact on the mining and excavation activities of the 9th coal seam.The FLAC^(3D) computer numerical simulation method is used to study the damage depth of the 8th coal seam floor,which is 2.7 m;The method of roadway surrounding rock loose circle detection is used to study the damage depth of the 9th coal seam roof,which is 1.1 m;Using theoretical calculation method and engineering rock mass grade support method to calculate the surrounding rock parameters of the roadway,reliable support parameters are obtained based on the comprehensive calculation results:when the coal seam roof is made of mudstone with a thickness of≥0.7 m,the roof anchor bolt model is Φ18 mm×1600 mm,and the spacing between rows is 1100 mm×2600 mm;The diameter of the anchor cable on the roof is 17.8 mm,with a spacing between rows of 1200 mm×3000 mm and a length of 5.0 m(exposed and tray thickness of 0.5 m).The numerical simulation FLAC^(3D) method is used to simulate the support effect of the roadway surrounding rock,and the deformation amount of the roadway is analyzed to be within a controllable range.The support scheme has significant effects and the support design parameters are reasonable.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.15