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首页> 外文期刊>Cement & concrete composites >The co-existence of thaumasite and ettringite in concrete exposed to magnesium sulfate at room temperature and the influence of blast-furnace slag substitution on sulfate resistance
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The co-existence of thaumasite and ettringite in concrete exposed to magnesium sulfate at room temperature and the influence of blast-furnace slag substitution on sulfate resistance

机译:室温暴露于硫酸镁的混凝土中硅藻土和钙矾石的共存以及高炉渣替代对耐硫酸盐性的影响

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摘要

The effects of Type I Portland cement replacement by 45 percent or 72 percent blast-furnace slag on the sulfate resistance of laboratory concretes were analyzed by microstructural investigation. The concretes investigated were stored in water or in magnesium sulfate solutions for 23 years under laboratory conditions. For those stored in water only surface layers of carbonation and decalcification were observed. Concretes exposed to sulfate solutions formed brucite, ettringite and thaumasite. Thus, thaumasite was observed to form in concretes stored under laboratory conditions. In all cases both ettringite and thaumasite were found to co-exist in the damaged zones. However, the thaumasite appears to be moving in from the exterior after initial formation of ettringite, and has not resulted in the massive destruction of the hydrated matrix as has been found elsewhere at lower temperature exposures. Slag replacement was observed to be an effective means of conferring resistance to sulfate attack. Although the concretes studied were prepared at a W/cm (water-to-cementitious materials) ratio of 0.50, the depths of attack observed were comparable to those observed in concrete prepared at w/c = 0.45 using ASTM Type V (SRPC) cement alone.
机译:通过微观结构研究分析了用45%或72%的高炉矿渣替代I型波特兰水泥对实验室混凝土的耐硫酸盐性的影响。在实验室条件下,将研究的混凝土在水中或硫酸镁溶液中存储23年。对于存储在水中的那些,仅观察到碳化和脱钙的表面层。暴露于硫酸盐溶液的混凝土形成水镁石,钙矾石和高岭土。因此,观察到在实验室条件下储存的混凝土中形成了硅藻土。在所有情况下,发现钙矾石和硅藻土都存在于受损区域中。但是,硅铝矾石似乎在钙矾石最初形成后从外部移入,并且并未导致水合基质的大量破坏,正如其他地方在较低温度下所发现的那样。观察到炉渣置换是赋予抵抗硫酸盐侵蚀的有效手段。尽管所研究的混凝土是以W / cm(水与胶凝材料)之比为0.50制备的,但是所观察到的侵蚀深度与使用ASTM V型(SRPC)水泥以w / c = 0.45制备的混凝土所观察到的侵蚀深度相当。单独。

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