废石-分级尾砂高浓度充填料浆的黏度及多因素影响规律

    Viscosity of high density filling slurry with waste rock-classified tailings and the law of multi-factor influence

    • 摘要: 黏度是表征料浆流动性与工作性的重要参数,为研究废石-分级尾砂高浓度充填料浆在多因素耦合条件下黏度的变化规律,开展了料浆流变实验,获取流变参数。应用响应曲面法分析黏度的主要影响因素及影响规律,研究结果表明:在多因素的耦合作用下,影响黏度的重要因素为细颗粒含量的变化,其次为料浆浓度的影响;料浆浓度增大时,黏度逐渐增大;黏度先随着细粒级的增加而减小,当细粒级含量到达一定范围后黏度达到最小,细粒级含量继续增多,黏度反而增加。在满足高浓度的前提下,料浆细粒级含量应控制在30%~34%,质量浓度小于84%。

       

      Abstract: Viscosity is an important parameter of slurry liquidity and workability.For getting the viscosity change rule of high density filling slurry with waste rock-tailings under the condition of multi-factor, make rheological experiment, and obtain the rheological parameters.Response surface method is used to analyze the influence of fine fraction content on viscosity.The results show that the change of viscosity is basically consistent with the multi-factor coupling, and fine fraction content had great influences on the viscosity, mass concentration came second; when solid phase concentration increases, the viscosity of the slurry increases; viscosity decreases with the increase of fine particle level, and the viscosity reaches the minimum when the fine grain level reaches a certain range, and fine-grained content continues to increase, the viscosity too.On the premise of meeting high concentration, the fine content in slurry should be controlled in 30%-34%, and mass concentration should be less than 84%.

       

    /

    返回文章
    返回