纳米材料对超细硫铝酸盐水泥性能的影响规律

Influence patterns of nanomaterials on the properties of ultrafine sulfoaluminate cement

  • 摘要:
    目的和方法 为降低硫铝酸盐水泥基注浆材料的经济成本并实现优良的注浆加固效果,在超细粉煤灰(UFA)–超细硫铝酸盐水泥(USC)体系中掺入不同掺量的硅灰(SF)与纳米二氧化硅(NS),研究该复合体系抗压强度、凝结时间及流动度的变化规律,探讨其水化反应机制;并通过 XRD、FTIR、TG-DTA、SEM 等测试技术,分析水化产物的物相组成及微观结构。
    结果和结论 (1)在超细粉煤灰–超细硫铝酸盐水泥体系中掺入硅灰,会降低体系各龄期的抗压强度,同时缩短体系的凝结时间;(2)掺入纳米二氧化硅后,超细粉煤灰–超细硫铝酸盐水泥体系各龄期的抗压强度呈先升高后降低的变化趋势,其最佳掺量为 2%;(3)向超细硫铝酸盐水泥中单独掺入纳米二氧化硅时,体系各龄期抗压强度同样先升高后降低,最佳掺量为3%,且凝结时间呈先缩短后延长的趋势;(4) 从微观角度看,硅灰及纳米二氧化硅的掺入均未改变水化产物种类且均会促进水泥的早期水化,纳米二氧化硅的掺入会使水化产物的微观结构更为致密从而提升强度。山西某矿底板注浆堵水工程的现场试验验证了材料的工程价值。研究成果为纳米材料在注浆工程中的应用提供了理论依据,同时对于完善深部巷道围岩注浆加固技术体系具有重要的工程实践价值。

     

    Abstract:
    Objective and Methods  This study aims to reduce the economic cost of sulfoaluminate cement-based grouting materials while also achieving excellent grouting reinforcement effects. To this end, it investigated the variation patterns of the compressive strength, setting time, and fluidity of the ultrafine fly ash (UFA)-ultrafine sulfoaluminate cement (USC) system by incorporating different dosages of silica fume (SF) and nano-silica (NS). Furthermore, the mechanisms behind the hydration reactions of the system were explored. Using multiple distinct testing techniques such as X-ray diffraction (XRD) mineralogy, Fourier transform infrared spectroscopy (FTIR), thermogravimetric-differential thermal analysis (TG-DTA), and scanning electron microscopy (SEM), this study analyzed the phase composition and microstructures of the hydration products.
    Results and Conclusions  The incorporation of SF into the UFA-USC system led to decreased compressive strength and setting time of the system across various ages. As NS was added, the compressive strength of the UFA-USC system at all ages showed an upward trend initially and then decreased, with the optimum NS dosage determined at 2%. As only NS was mixed into USC, the compressive strength of USC at various ages also increased initially and then decreased, with the optimum NS dosage proving to be 3%. In contrast, the setting time of the USC at various ages shortened first and then increased when the NS was added. Microscopically, the incorporation of SF or NS did not change the hydration product types of the USC but enhanced its early hydration. Notably, the incorporation of NS resulted in more compact microstructures of the hydration products, thus improving the compressive strength of the USC. The USC-based grouting materials were applied to floor grouting for water blocking at a coal mine in Shanxi Province. The field tests verified that the materials hold high value in engineering. The results of this study provide a theoretical basis for the application of nanomaterials in grouting engineering. Furthermore, they are of significant practical value in improving the grouting reinforcement technology system used for the surrounding rocks of deep roadways.

     

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