低黏度超细水泥浆液配比试验研究

    Experimental Study on Mixture Ratio of Superfine Cement Slurry with Low Viscosity

    • 摘要: 为配制1种高效注浆的低黏度超细水泥浆液,以超细水泥,减水剂和超细粉煤灰为试验材料,采用正交试验方法,通过SPSS软件处理试验数据,分析水灰比、粉煤灰和减水剂对浆液的黏度、结石体强度、析水率和密度的影响规律,从而得到最优的浆液配比。结果表明:水灰比是影响考核指标的主要因素;随着减水剂掺量的增加,28 d强度和浆液密度无显著变化,但黏度持续降低,7 d强度增强,析水率增高;随着粉煤灰掺量的增加,黏度下降,7 d强度增强,但对28 d强度、析水率和密度的影响不显著;当水灰比、减水剂掺量和粉煤灰掺量分别为1∶1、0.25%、25%时为浆液最佳配比。

       

      Abstract: To prepare a kind of high efficiency grouting superfine cement slurry with low viscosity, using superfine cement, water reducer and superfine fly ash as experimental materials, and the effects of water-cement ratio, fly ash and water reducer on the viscosity of the slurry, the strength of the stone body, bleeding rate and density are analyzed through using orthogonal test method and the experimental data were processed by SPSS software. Finally, the optimum proportion of the slurry is obtained. The results show that the water-cement ratio is the main factor affecting the assessment indexes; with the increasing of water reducing agent, there is no significant change in 28 d strength and density, but the viscosity keeps going down, the 7 d strength increases, and bleeding rate increases; with the increasing of quantity of ultrafine fly ash, the viscosity decreases and the 7 d strength increases, but the 28 d strength, bleeding rate and density are not significantly affected; when the water-cement ratio, water reducing agent and replacement level of superfine fly ash are 1∶1, 0.25%, 25% respectively, the slurry is the best proportion.

       

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