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Effect of TiO2 Nanoparticles on Physical and Mechanical Properties of Cement at Low Temperatures

机译:TiO2纳米粒子对低温水泥物理和力学性能的影响

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摘要

Low temperature negatively affects the engineering performance of cementitious materials and hinders the construction productivity. Previous studies have already demonstrated that TiO2 nanoparticles can accelerate cement hydration and enhance the strength development of cementitious materials at room temperature. However, the performance of cementitious materials containing TiO2 nanoparticles at low temperatures is still unknown. In this study, specimens were prepared through the replacement of cement with 1 wt.%, 2 wt.%, 3 wt.%, 4 wt.%, and 5 wt.% TiO2 nanoparticles and cured under temperatures of 0°C, 5°C, 10°C, and 20°C for specific ages. Physical and mechanical properties of the specimens were evaluated through the setting time test, compressive strength test, flexural strength test, hydration degree test, mercury intrusion porosimetry (MIP), X-ray diffraction (XRD) analysis, thermal gravimetric analysis (TGA), and scanning electron microscopy (SEM) in order to examine the performance of cementitious materials with and without TiO2 nanoparticles at various curing temperatures. It was found that low temperature delayed the process of cement hydration while TiO2 nanoparticles had a positive effect on accelerating the cement hydration and reducing the setting time in terms of the results of the setting time test, hydration degree test, and strength test, and the specimen with the addition of 2 wt.% TiO2 nanoparticles showed the superior performance. Refined pore structure in the MIP tests, more mass loss of CH in TGA, intense peak appearance associated with the hydration products in XRD analysis, and denser microstructure in SEM demonstrated that the specimen with 2 wt.% TiO2 nanoparticles exhibited preferable physical and mechanical properties compared with that without TiO2 nanoparticles under various curing temperatures.
机译:低温对水泥材料的工程性能产生负面影响,阻碍施工效率。先前的研究已经证明,TiO2纳米颗粒可以加速水泥水合,并在室温下提高水泥材料的强度发展。然而,在低温下含有TiO2纳米颗粒的水泥材料的性能仍然未知。在该研究中,通过更换用1重量%,2重量%,3重量%,4重量%,4重量%,4重量%的样品制备样品。%TiO2纳米颗粒并在0℃,5的温度下固化。 °C,10°C和20°C特异性年龄。通过凝固时间测试评估样品的物理和力学性能,抗压强度试验,弯曲强度试验,水合度试验,汞侵入孔隙瘤(MIP),X射线衍射(XRD)分析,热重量分析(TGA),和扫描电子显微镜(SEM),以检查各种固化温度下用和没有TiO2纳米颗粒的水泥材料的性能。发现低温延迟了水泥水合的过程,而TiO2纳米颗粒对加速水泥水合的阳性作用并在凝固时间测试,水合度试验和强度测试的结果方面减少凝固时间,以及标本加入2重量%。%TiO2纳米粒子显示出优异的性能。精制孔隙结构在MIP试验中,在XRD分析中的TGA中的CH中的CH的更大损失,并且SEM中的密集微观结构证明了具有2重量%的样品。%TiO2纳米粒子表现出优选的物理和机械性能与各种固化温度下没有TiO2纳米颗粒相比。

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