水泥−水玻璃双液注浆材料性能与微观特性研究

    Study on properties and micro-properties of cement-sodium silicate double-liquid grouting material

    • 摘要: 为了探究水泥−水玻璃双液注浆材料的微观结构与宏观性能之间内在关联;以硅酸盐水泥作基础胶凝材料,水玻璃作外加剂,基于单因素试验,探究了低水玻璃掺量(质量分数0%、1%、2%及3%)对水泥−水玻璃双浆液物理密度、流动性、析水性、凝结时间、结石率及抗压强度的影响规律。结果表明:随水玻璃掺量增加,水泥浆液的流动度和密度不断减小,凝结时间明显缩短,泌水率减小,浆液稳定性增强,结石率提升;抗压强度呈先增大后减小趋势,尤其当水玻璃掺量为1%时,注浆材料结石体28 d抗压强度达到最佳(12.48 MPa),比未添加水玻璃的对照组水泥浆液提升10.4%;XRD、FTIR及SEM证实,水玻璃掺量会影响水泥基体内部孔隙尺寸与数量,适宜掺量水玻璃能有效促进水化反应,提升结石体致密性,进而改善注浆材料的浆液性能与力学强度。

       

      Abstract: In order to explore the internal relationship between the microstructure and macroscopic properties of cement-sodium silicate double-liquid grouting materials, Portland cement was used as the base cementing material and sodium silicate as the admixture. The effects of low sodium silicate content (mass fraction of 0%, 1%, 2% and 3%) on physical density, fluidity, water bleeding, setting time, stone rate and compressive strength of cement-sodium silicate double-liguid were investigated. The results show that with the increase of the amount of water glass, the flow and density of the cement slurry continues to decrease, the condensation time is significantly shortened, the bleeding water rate decreases, the stability of the slurry is increased, the stones are increased; the compressive strength increased first and then decreased, especially when the content of sodium silicate was 1%, the compressive strength of the stone body reached the best (12.48 MPa) at 28 days, which was 10.4% higher than that of the cement slurry without sodium silicate. XRD, FTIR and SEM confirm that the content of sodium silicate will affect the size and quantity of pores inside the cement matrix, and the appropriate content of sodium silicate can effectively promote hydration reaction, improve the density of stone body, and then improve the slurry performance and mechanical strength of grouting materials.

       

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