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沿空巷道顶板型冲击地压防控技术研究

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53下01工作面回采后易形成大面积悬顶,当悬顶弯曲、突然断裂及垮落时,引起冲击灾害的发生.通过建立顶板悬臂结构力学模型,得到悬顶结构跨度1影响冲击地压的主要因素.提出采用悬顶结构弱化、巷道断面恢复、复合弱结构体防冲相结合的方式降低工作面冲击危险性.卸压后平均钻屑量为2.86 kg/m,均稳定在2.9 kg/m上下,处于安全范围,防冲取得了良好效果.
Research on the Prevention and Control Technology of Roof Type Rockburst in Goaf Tunnels
After the mining of the 53-01 working face,it is easy to form a large area of suspended roof.When the suspended roof bends,suddenly fractures,and collapses,it can cause impact disasters.By establishing a mechanical model of the cantilever structure of the top plate,the main factors affecting the impact of ground pressure on the span l of the cantilever structure are obtained.Propose to reduce the risk of impact in the working face by combining the weakening of the suspended roof structure,the restoration of the tunnel section,and the anti impact of the composite weak structure.After pressure relief,the average amount of drilling cuttings is 2.86 kg/m,which is stable at around 2.9 kg/m and within a safe range,achieving good results in anti erosion.

suspended ceilingimpact ground pressurecomposite weak structureprevention and control

胡国锋

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山东能源西北矿业黄陶勒盖有限责任公司巴彦高勒煤矿,内蒙古鄂尔多斯 017300

悬顶 冲击地压 复合弱结构 防控

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(2)