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Influence of Titanium Dioxide Nanoparticles on the Sulfate Attack upon Ordinary Portland Cement and Slag-Blended Mortars

机译:纳米钛白粉对硫酸盐侵蚀普通硅酸盐水泥和矿渣掺合砂浆的影响

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摘要

In this study, the effects of titanium dioxide (TiO2) nanoparticles on the sulfate attack resistance of ordinary Portland cement (OPC) and slag-blended mortars were investigated. OPC and slag-blended mortars (OPC:Slag = 50:50) were made with water to binder ratio of 0.4 and a binder to sand ratio of 1:3. TiO2 was added as an admixture as 0%, 3%, 6%, 9% and 12% of the binder weight. Mortar specimens were exposed to an accelerated sulfate attack environment. Expansion, changes in mass and surface microhardness were measured. Scanning Electron Microscopy (SEM), Energy Dispersive Spectroscopy (EDS), X-ray Diffraction (XRD), Thermogravimetry Analysis (TGA) and Differential Scanning Calorimetry (DSC) tests were conducted. The formation of ettringite and gypsum crystals after the sulfate attack were detected. Both these products had caused crystallization pressure in the microstructure of mortars and deteriorated the mortars. Our results show that the addition of nano-TiO2 accelerated expansion, variation in mass, loss of surface microhardness and widened cracks in OPC and slag-blended mortars. Nano-TiO2 containing slag-blended mortars were more resistant to sulfate attack than nano-TiO2 containing OPC mortars. Because nano-TiO2 reduced the size of coarse pores, so it increased crystallization pressure due to the formation of ettringite and gypsum thus led to more damage under sulfate attack.
机译:在这项研究中,研究了二氧化钛(TiO2)纳米颗粒对普通硅酸盐水泥(OPC)和矿渣掺合砂浆的抗硫酸盐侵蚀性的影响。 OPC和矿渣掺合砂浆(OPC:矿渣= 50:50)的制备是水与粘结剂的比例为0.4,粘结剂与沙子的比例为1:3。 TiO 2作为混合物添加,占粘结剂重量的0%,3%,6%,9%和12%。砂浆标本暴露于加速的硫酸盐侵蚀环境。测量膨胀率,质量和表面显微硬度的变化。进行了扫描电子显微镜(SEM),能量色散光谱(EDS),X射线衍射(XRD),热重分析(TGA)和差示扫描量热法(DSC)测试。检测到硫酸盐侵蚀后钙矾石和石膏晶体的形成。这两种产品都引起了砂浆微观结构的结晶压力,并使砂浆变质。我们的结果表明,添加纳米TiO2会加速OPC和矿渣掺合砂浆中的膨胀,质量变化,表面显微硬度损失并扩大裂缝。含纳米TiO2的矿渣掺合砂浆比含纳米TiO2的OPC砂浆更耐硫酸盐侵蚀。由于纳米二氧化钛减小了粗孔的尺寸,因此由于钙矾石和石膏的形成而增加了结晶压力,从而在硫酸盐侵蚀下导致更大的破坏。

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