| 黄山铜镍矿30#矿体开采过程中地压监测系统的建立与应用 |
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| 引用本文： | 黄发凯,蔡永顺,张 洋,宫元章,王 平.黄山铜镍矿30#矿体开采过程中地压监测系统的建立与应用[J].有色金属(矿山部分),2019,71(2):71-75. |
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| 作者姓名： | 黄发凯 蔡永顺 张 洋 宫元章 王 平 |
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| 作者单位： | 新疆亚克斯资源开发股份有限公司;北京矿冶科技集团有限公司;金属矿山智能开采技术北京市重点实验室 |
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| 基金项目： | “十三五”国家重点研发计划项目（2017YFC0602904）；北京矿冶研究总院院青年创新基金（QC-201709） |
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| 摘 要： | 黄山铜镍矿30#矿体采用无底柱分段崩落法开采,井下围岩节理裂隙发育,围岩破碎明显,局部已出现片帮及冒顶。本文根据矿山岩体岩性、节理裂隙发育及实际开采情况,对监测方案进行了设计及优化,并建立了地压监测系统。通过对微震监测数据的处理与分析,研究基于微震事件岩体应力及变形的变化规律,为矿山的安全生产提供了技术保障。
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| 关 键 词： | 无底柱分段崩落法 微震监测 片帮 冒顶 |
Establishment and application of ground pressure monitoring system during the 30# Orebody mining in Huangshan copper-nickel mine |
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| Authors: | HUANG Fakai CAI Yongshun ZHANG Yang GONG Yuanzhang and WANG Ping |
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| Affiliation: | (1. Xinjiang Yakesi Resource Development Co., Ltd., Hami Xinjiang 839000, China;
2. BGRIMM Technology Group, Beijing 100160, China;
3. Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China),(1. Xinjiang Yakesi Resource Development Co., Ltd., Hami Xinjiang 839000, China;
2. BGRIMM Technology Group, Beijing 100160, China;
3. Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China),(1. Xinjiang Yakesi Resource Development Co., Ltd., Hami Xinjiang 839000, China;
2. BGRIMM Technology Group, Beijing 100160, China;
3. Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China),(1. Xinjiang Yakesi Resource Development Co., Ltd., Hami Xinjiang 839000, China;
2. BGRIMM Technology Group, Beijing 100160, China;
3. Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China) and (1. Xinjiang Yakesi Resource Development Co., Ltd., Hami Xinjiang 839000, China;
2. BGRIMM Technology Group, Beijing 100160, China;
3. Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China) |
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| Abstract: | The 30# orebody of Huangshan copper-nickel mine was mined by pillar less sublevel caving. The surrounding rock had developed joint fissure, obvious broken. Spalling and roof falling had appeared locally. The monitoring scheme was designed and optimized, and the ground pressure monitoring system was established based on the conditions of rock lithology, joint fissure development and actual mining. Through the processing and analysis of microseismic monitoring data, the variation law of rock stress and deformation based on microseismic event was studied. It can provide technical support for mine safety production. |
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| Keywords: | pillarless sublevel caving microseismic monitoring spalling roof falling |
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