电石渣基碱激发剂对粉煤灰同步注浆材料影响研究

    Study on the effect of calcium carbide slag based alkali activator on the properties of fly ash synchronous grouting materials

    • 摘要: 为促进工业固废电石渣资源化利用,减少相关污染与同步注浆成本问题。以电石渣作为粉煤灰基同步注浆材料主要碱激发剂,并针对电石渣和粉煤灰制备胶凝材料存在早期强度差的问题,添加硫酸钠与水玻璃制备了碱激发粉煤灰同步注浆材料。开展了以电石渣、硫酸钠和水玻璃为不同因素的正交试验,分析上述因素对浆液各试验参数影响敏感程度与规律,并进行多元线性回归分析预测与Gauss消去法求解优化制备模型,研究结果表明:随着电石渣掺量的提高,降低了浆液早期工作性能,但是可以提升结石体后期强度,水玻璃的掺入使试样早期性能得到提升,最终确定电石渣掺量为18.6%,硫酸钠掺量为2.8%,水玻璃掺量为0.6%的最优材料配比,28 d抗压强度可达10.39 MPa;XRD和SEM分析显示,同步注浆材料水化时随着养护龄期的增加产生大量水化产物,使注浆结石体具备较高后期抗压强度。

       

      Abstract: In order to promote the resource utilization of industrial solid waste carbide slag, while reduce related pollution problems, and synchronize grouting costs. This paper uses carbide slag as an active activator for fly ash synchronous grouting materials. In response to the problem of poor early strength in the preparation of cementitious materials by mixing calcium carbide slag and fly ash, this experiment added sodium sulfate and water glass to prepare alkali activated fly ash synchronous grouting. Orthogonal experiments are conducted using calcium carbide slag, sodium sulfate, and water glass as different factors to analyze the sensitivity and regularity of the above factors on various experimental parameters of the slurry. Multiple linear regression analysis is performed to predict and the Gauss algorithm is used to optimize the preparation model. The results show that calcium carbide slag reduced the early working performance of the slurry, but improved the later strength of stone body. The addition of water glass improved the early performance of the sample. The optimal material ratio is ultimately determined to be 18.6% for carbide slag, 2.7% for sodium sulfate and 0.6% for sodium silicate. The compressive strength after 28 d can reach 10.89 MPa. XRD and SEM analysis show that a large amount of hydration products are generated with the increase of curing age during the hydration of materials, making the grouting combination have higher compressive strength in the later stage.

       

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