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首页> 外文期刊>Journal of materials in civil engineering >Simulation of Thaumasite Sulfate Attack on Portland Cement Mixtures Using Synthesized Cement Phases
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Simulation of Thaumasite Sulfate Attack on Portland Cement Mixtures Using Synthesized Cement Phases

机译:用合成水泥相模拟硫酸硅酸盐对波特兰水泥混合物的侵蚀

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摘要

In this work, a simulation of thaumasite sulfate attack on portland cement mixtures was performed, using synthesized cement phases. Three model systems containing C3S, C3A, and alkali sulfate (CaSO4, Na2SO4, and K2SO4, respectively) and a fourth one consisting of ettringite and C-S-H, were designed, and several mixtures were prepared. Ca(OH)2 and CaCO3 were optionally added. Specimens stored at 5 degrees C and 20 degrees C in an atmosphere saturated in water vapor for 75months were investigated with X-ray diffraction analysis and scanning electron microscopy. Thaumasite formed in all samples without C3A at 5 degrees C, and at 20 degrees C when sulfates were derived from CaSO4. Solid solution of thaumasite and ettringite was detected in samples incorporating C3A and CaSO4 or Na2SO4 at 5 degrees C. This was also observed at 20 degrees C when CaSO4 was the source of sulfates, whereas ettringite formed in the case of Na2SO4. The absence of thaumasite and ettringite in specimens containing C3A and K2SO4 was attributed to the alkali carbonation process. In the fourth system, decomposition of ettringite occurred in the specimens exempt of Ca(OH)2. The work is supposed to contribute to understanding the primary causes of concrete damage when the concrete is subjected to long-term sulfate attack.
机译:在这项工作中,使用合成的水泥相对硫酸硅酸铝硫酸盐对硅酸盐水泥混合物的侵蚀进行了模拟。设计了三个模型系统,分别包含C3S,C3A和碱式硫酸盐(分别为CaSO4,Na2SO4和K2SO4)和第四个由钙矾石和C-S-H组成的模型系统,并制备了几种混合物。任选地添加Ca(OH)2和CaCO 3。用X射线衍射分析和扫描电子显微镜研究了在5℃和20℃下在水蒸气饱和的气氛中储存75个月的样品。在没有C3A的所有样品中,在5摄氏度和20摄氏度(从CaSO4衍生硫酸盐)时都形成了硅铝石。在5摄氏度下,在掺入C3A和CaSO4或Na2SO4的样品中检测到了高岭土和钙矾石的固溶体。当CaSO4是硫酸盐的来源时,在20摄氏度下也观察到了铝矾土和钙矾石的形成,而在Na2SO4情况下,钙矾石形成了。含有C3A和K2SO4的样品中不存在thaumasite和钙矾石,这归因于碱金属碳化过程。在第四个系统中,钙钙石的分解发生在不含Ca(OH)2的样品中。这项工作被认为有助于理解混凝土长期遭受硫酸盐侵蚀时混凝土损坏的主要原因。

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