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Research on the Grouting Thickness of Roof Purdah in the Mining of Karstic Water-filling Deposit

机译:岩溶注水开采顶板灌浆厚度的研究。

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摘要

The orebody roof grouting water protecting curtain technology is to drill hole in the orebody roof to enter into the limestone strong aquifer, forming grouting water protecting curtain. The reasonable thickness of ore deposit roof water protecting curtain is critical for the effective precautions against permeability of Karst flood deposits and the safety in production during the mine service period. Currently, there is no uniformly distributed water protecting thickness design specifications for the orebody roof curtain grouting. In allusion to the design conditions of the curtain grouting mining for Gujiatai iron ore, this paper utilized coal, tunnel specifications to determine the thickness of water protecting curtain. On this basis, this paper applied numerical analysis method to conduct simulation analysis and calculation for the stability of the water protecting curtain thickness. The results showed that the curtain thickness based on the empirical formula could not meet the watertight requirements, and it should properly increase the thickness of water protecting curtain in accordance with the sphere of stope room mining influence to ensure safety of exploitation, providing a basis and guidance for the design and construction of water protecting curtain, which had certain important theoretical and practical significance for the mining of Karst water ores.
机译:矿体顶板注浆防水幕技术是在矿体顶板上钻孔,进入石灰岩强含水层,形成注浆防水幕。合理的矿床顶水防护帘厚度对于有效地预防岩溶洪水床的渗透性以及在矿山服务期间的生产安全至关重要。目前,矿体屋面帷幕灌浆尚无均匀分布的防水厚度设计规范。针对古家台铁矿帷幕灌浆开采的设计条件,利用煤,巷道规格确定了防水帷幕的厚度。在此基础上,运用数值分析方法对挡水帘厚度的稳定性进行了仿真分析和计算。结果表明,根据经验公式得出的幕帘厚度不能满足水密性要求,应根据采场的开采影响范围适当增加防水幕帘的厚度,以保证开采的安全性,为开采的安全性提供依据和依据。指导水幕的设计和施工,对岩溶水矿石的开采具有重要的理论和实践意义。

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