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Microscopic Features of Ground Water-Induced Sulfate Attack in Highly Permeable Concretes

机译:高渗透性混凝土中地下水引起的硫酸盐侵蚀的微观特征

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A number of unusual microscopic features have been documented in studies of the alteration of permeable concretes undergoing sulfate attack in semi-arid climates. The high W/C of the concretes examined here has permitted complete penetration of sulfate-bearing ground water through the concrete, and deposition of crystallized salts on evaporative surfaces, including the upper surfaces of slabs. The microstructural alteations observed in response to this penetration of sulfate-bearing ground water include the deposition of secondary ettringite and the accompanying local expansion and cracking, and the deposition of gypsum, but are much more extnesive and complicated than that. Calcium hydroxide is often entirely removed throughout the concrete, leaving open areas, particularly in the interfacial zones around aggregates. Various new compounds are deposited in these spaces, and elsewhere within the paste. In addition to ettringite and gypsum, the substances deposited often include monosulfate; brucite and magnesium silicate hydrate may be formed where the ground water is rich in magnesium; and thaumasite may be developed where carbonation accompanies sulfate attack. Partial decalcification of the C-S-H gel is common, and magnesium silicate hydrate may locally replace it. Even the large residual unhydrated cement grains, usually stable indefinitely in most concretes, are profoundly altered. The C_2S and C_3S in such grains may be completely dissolved and the spaces thus provided within the outlines of the cement grains may also be filled by secondary deposits. It is evident that sulfate attack produces profound internal changes in the paste microstrucutre, leading to the softening, exfoliation, and other external symptoms of sulfate attack reported in the literature.
机译:在半干旱气候下,遭受硫酸盐侵蚀的可渗透混凝土的变化研究已记录了许多不同寻常的微观特征。此处检查的混凝土的高W / C允许含硫酸盐的地下水完全渗透到混凝土中,并且使结晶盐沉积在蒸发表面(包括平板的上表面)上。响应于含硫酸盐的地下水的这种渗透而观察到的微观结构改变包括次钙矾石的沉积以及随之而来的局部膨胀和破裂,以及石膏的沉积,但是比这更复杂和复杂。氢氧化钙通常在整个混凝土中被完全除去,留下开放区域,尤其是骨料周围的界面区域。各种新化合物沉积在这些空间中以及浆料中的其他位置。除钙矾石和石膏外,沉积的物质通常还包括单硫酸盐;在地下水富含镁的地方可能形成水镁石和硅酸镁水合物;碳酸化作用伴随硫酸盐侵蚀的地区可能会发展出thaumasite和thaumasite。 C-S-H凝胶会部分脱钙,并且硅酸镁水合物可能会局部取代它。即使在大多数混凝土中通常无限期稳定的大残留未水合水泥颗粒也发生了深刻的变化。这样的晶粒中的C_2S和C_3S可以完全溶解,因此在水泥晶粒的轮廓内提供的空间也可以由次生沉积物填充。显然,硫酸盐侵蚀会在糊状微结构中产生深刻的内部变化,从而导致文献中报道的硫酸盐侵蚀的软化,剥落和其他外部症状。

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