多重采动影响下煤矿围岩微纳米注浆加固技术研究

Micro-nano grouting reinforcement technology of coal mine surrounding rock affected by multiple mining

  • 摘要: 【目的】因巷道多重采动影响下围岩深部细小裂隙浆液扩散效果不理想,造成细小裂隙易扩展发育,围岩稳定性进一步降低的特征,故制备出具有良好流动性的微纳米注浆加固材料。【方法】通过对浆液凝结时间、流动度、抗压强度进行分析,对主料进行优选,以验证微纳米注浆加固材料的综合性能,采用数值模拟方法对微纳米注浆加固材料浆液扩散规律进行研究,分析在流固耦合与黏度时变效应下不同注浆压力、不同扩散时间的浆液扩散规律,【结果及结论】得出所研发的微纳米单组分无机加固材料抗压强度、初凝时间、终凝时间的关系及扩散半径与孔隙率和渗透率变化有关的结论,并对微纳米注浆加固材料进行了工业化试验。

     

    Abstract: Under the influence of multiple mining in roadway, the diffusion effect of slurry in deep fine cracks of surrounding rock is not ideal, resulting in the easy expansion and development of fine cracks, and the stability of surrounding rock is further reduced.Micro-nano grouting reinforcement materials with good fluidity are prepared.By analyzing the setting time, fluidity and compressive strength of slurry, the main materials are optimized.To verify the comprehensive performance of micro-nano grouting reinforcement material, numerical simulation method was used to study the slurry diffusion law of micro-nano grouting reinforcement material.By analyzing the slurry diffusion law of different grouting pressure and different diffusion time under the fluid-solid coupling and viscosity time-varying effect, the relationship between compressive strength, initial setting time and final setting time, diffusion radius and the change of porosity and permeability of the micro-nano single component inorganic reinforced material was concluded.The industrial test on the material was conducted.

     

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