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:夏洪满[1,2,3] 王炯[2,3] 郭志飚[2,3] 梁俊义 孙平远 周立财
机构地区:[1]沈阳焦煤股份有限公司,辽宁沈阳110122 [2]中国矿业大学(北京)深部岩土力学与地下工程国家重点实验室,北京100083 [3]中国矿业大学(北京)力学与建筑工程学院,北京100083
出 处:《煤炭科学技术》2015年第5期1-4 12,12,共5页Coal Science and Technology
基 金:国家自然科学基金资助项目(51404278;51479195)
摘 要:为解决第三系地层三软煤层回采巷道在掘进及回采期间围岩变形量大、难以支护的问题、多次返修后仍无法实现稳定等问题,分析了巷道变形破坏的特征和机理,指出了巷道围岩抗压强度低、遇水膨胀、受动压影响,以及传统支护材料无法适应围岩大变形而产生破断是巷道产生变形破坏的主要原因。提出了采用以新型恒阻大变形锚杆(锚索)为主体的恒阻让压支护技术,南二采区205工作面运输巷应用结果表明:采用恒阻让压支护技术后巷道最大底鼓量为350 mm左右,在其允许变形的范围内,顶板最大下沉量为200 mm左右,巷道整体变形量较原支护大幅减小,该支护技术有效地解决了三软煤层回采巷道变形量大的问题。In order to solve high deformation value of the surrounding rock during the driving and mining period of the mining gateway in Tertiary three soft seam,hard to support problem,multi repair and hard to keep stabilization problems,the paper analyzed the deformation failure features and mechanism of the gateway. The paper pointed out that the low compressive strength of the gateway surrounding rock,swelling with water,influenced by the mining as well as the conventional support material not suit the large deformation of the surrounding rock and broken would be the major causes to the deformation and failure of gateway. A constant resistance yield support technology mainly with new constant resistance large deformation bolt( anchor) was provided. The application results of the transportation gateway in No. 205 coal mining face of South No. 2 block showed that after the constant resistance yield support technology applied,the max floor heave of the gateway was about 350 mm. Within the allowed deformation scope,the max subsidence value of the roof would be about 200 mm. The completed deformation value of the gateway was highly reduced than previous support. The support technology could effectively solve the high deformation problem of the mining gateway in the seam with soft roof,soft coal and soft floor.
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:216.73.216.117