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作 者:吴建勋[1] 韩斌[1] 姚松[1] 石勇 王鹏[1,2] 常晓娜
机构地区:[1]北京科技大学土木与环境工程学院,北京100083 [2]吉林板庙子矿业有限公司,吉林白山市134300
出 处:《矿业研究与开发》2015年第11期9-13,共5页Mining Research and Development
基 金:"十二五"国家科技支撑计划项目(2012BAB08B02);国家自然科学基金资助项目(51374034)
摘 要:为满足大型无轨机械化设备高效开采作业的需要,同时降低充填成本、减缓井下地压活动与地表岩移,建立高浓度自流胶结充填、泵送充填与废石充填相结合的多模式充填工艺系统,采用分期分区充填方式,取得了良好的工艺运行效果。研究结果表明:一期采场破碎废石尾砂胶结充填,充填成本为55-95元/m^3,料浆浓度可达70%-76%,充填能力约为110m^3/h;二期采场废石充填,充填能力可达115m^3/h,年耗废石3-4万m^3,充填成本为30-60元/m^3,通过合理的充填、滤、排水管道布置,维护了井下良好的作业环境;应用湿喷台车辅助构筑新型钢拱架喷浆挡墙,降低了挡墙建设成本,缩短了建设工期。In order to meet efficient mining operation of large trackless mechanized equipments, reduce the filling cost and control the ground pressure and rock movement, a multi- mode filling system, combining with gravity-flow filling, pumping filling and waste rock filling, was established and realized good engineering practice by phases and stopes. The results showed that the filling cost was 55 - 95 RMB/m^3 , the slurry density could reach 70%-76% and the filling ca- pability was about 110 m^3/h by waste rock and tailings ce- mented filling in primary stope. And the filling capability could be up to 115 m^3/h, the annual consumption of waste rock was 30,000-40,000 m^3 , and the filling cost was 30-60 RMB/m^3 by waste rock filling in secondary stope. The reasonable piping layout, including filling pipe, screen pipe and drainage pipe, guaranteed a good underground work condition. And the application of wet spraying trolley for con- structing the new retaining wall with steel arch and shotcrete reduced the building cost and days.
分 类 号:TD853.34[矿业工程—金属矿开采]
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