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基于协同回采的深部厚大矿体分段充填采矿法
引用本文:李启月,刘恺,李夕兵.基于协同回采的深部厚大矿体分段充填采矿法[J].北京科技大学学报,2016(11):1515-1521.
作者姓名:李启月  刘恺  李夕兵
作者单位:中南大学资源与安全工程学院,长沙,410083
基金项目:国家自然科学基金资助项目(51374243
摘    要:针对预控顶分段充填法在深部开采存在的预控顶巷道掘进工序繁杂、顶板易受爆破震动影响等缺点,本文提出垂直孔与水平孔协同回采的机械化分段充填采矿法(协同回采分段充填法)。该方法通过改变顶板支护工序的顺序,将预控顶变为后压顶,能够有效地解决顶板围岩稳定性问题。进而对协同回采分段充填法进行优化研究:一方面,通过 SURPAC 到ANSYS的模型转换技术,进行采场稳定性数值分析,获得最佳的结构参数;另一方面,通过分区出矿分区支护的方式,解决两帮支护不到位和出矿效率低的问题。将该方法应用于新城金矿V#矿体开采,结果显示顶板岩移量显著减小,且各项经济技术指标均得到改善,实现了高应力条件下厚大矿体的安全高效开采。

关 键 词:深部开采  回采  充填  地应力  顶板控制  结构参数

Sublevel filling method for a heavy orebody in deep mining based on collaborative stoping
LI Qi-yue,LIU Kai,LI Xi-bing.Sublevel filling method for a heavy orebody in deep mining based on collaborative stoping[J].Journal of University of Science and Technology Beijing,2016(11):1515-1521.
Authors:LI Qi-yue  LIU Kai  LI Xi-bing
Abstract:To solve the problems of the precontrol roof sublevel filling method in deep mining, such as the complexity of the exca-vation process of precontrol roadway roofs and the susceptibility of precontrol roofs to blasting vibration, this article introduces a collab-orative stoping based sublevel filling method which utilizes horizontal and vertical holes at the same time. The sublevel filling method can effectively solve the roof stability problem of surrounding rock through changing the precontrol roof into a rear control roof by altering the support order. Furthermore, optimization research is performed on the sublevel filling method based on collaborative stoping:firstly, the structural parameters are optimized by stability analysis using SURPAC and ANSYS; then, the partition drawing and supporting method is applied to solve the problems of the poor support quality of the two sides and the inefficient ore-drawing. A case study of Xincheng Gold Mine shows that the displacement of the roof significantly decreases and the economic indicators improve, indicating safe and high-efficient mining of the thick and large orebody under high geostress.
Keywords:deep mining  stoping  filling  geostress  roof control  structural parameters
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