首页|高强支护工艺在矿井采掘工艺中应用模拟研究

高强支护工艺在矿井采掘工艺中应用模拟研究

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西北地区某矿15210工作面运输巷道存在支护强度不足、围岩失稳的问题.针对巷道支护存在的问题,采用高强预应力锚固技术进行治理,数值模拟研究分析普通锚杆和高强预应力锚杆支护技术实施后围岩应变情况.研究结果表明高强预应力锚杆支护技术可将围岩应变量控制在60 mm,支护效果良好.为确保巷道支护过构造依旧安全可靠,提出锚杆+锚索组合支护,U型钢增强支护,支护完成后对支护区域顶板和两帮位移量进行考察,考察结果知顶板120 d最大位移量126 mm,巷道整体稳定.
Simulation Study on the Application of High-strength Support Technology in Mining and Excavation Processes
There are problems with insufficient support strength and unstable surrounding rock in the transportation roadway of the 15210 working face in a mine in northwest China.To address the issues with roadway support,high-strength prestressed anchoring technology is adopted for treatment.Numerical simulation was used to study and analyze the strain of surrounding rock after the implementation of ordinary anchor rod and high-strength prestressed anchor rod support technology.The research results showed that the high-strength prestressed anchor rod support technology can control the strain of surrounding rock within 60 mm,and the support effect is good.To ensure the safety and reliability of the roadway support structure,a combination of anchor rod and anchor cable support and U-shaped steel reinforcement support are proposed.After the support is completed,the displacement of the roof and two sides in the support area is investigated.The investigation results show that the maximum displacement of the roof after 120 days is 126 mm,and the overall stability of the roadway.

high-strength prestressed anchor rodnumerical simulationenhance support

曹臣、李向福、陈昌

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内蒙古黄陶勒盖煤炭有限责任公司,内蒙古鄂尔多斯 017399

高强预应力锚杆 数值模拟 增强支护

2024

中国矿山工程
中国有色工程设计研究总院

中国矿山工程

影响因子:0.335
ISSN:1672-609X
年,卷(期):2024.53(5)