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Mechanism of sulfate attack: a fresh look Part 2. Proposed mechanisms

机译:硫酸盐侵蚀的机制:崭新的面貌。第2部分。建议的机制

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The first paper in this two-part series [Cem. Coner Res. 32 (2002) 915] summarized the experimental results from a comprehensive research study on sulfate attack. The current paper utilizes these results to develop models for the mechanism of attack resulting from sodium and magnesium sulfate solutions. Implications of changing the binder constituents or the experimental variables, such as concentration and temperature of the solution on the proposed mechanism, are also discussed. The potential of these mechanistic models for use in service life prediction models has also been identified. According to the proposed mechanism, the attack due to sodium sulfate solution progresses in stages. The expansion of an outer skin of the specimen leads to the formation of cracks in the interior region, which is chemically unaltered. With continued immersion, the surface skin disintegrates, and the sulfate solution is able to react with the hydration products in the cracked interior zone leading to the deposition of attack products in this zone. Now, this zone becomes the expanding zone, leading to further cracking of the interior of the mortar In the case of magnesium sulfate solution, a layer of brucite (magnesium hydroxide) forms on the surface of the mortar specimen. The penetration of the sulfate solution then occurs by diffusion across this surface layer. As the attack progresses, the formation of attack products such as gypsum and ettringite in the paste under the surface leads to expansion and strength loss. The expansion also causes cracking in the surface brucite layer, and this leaves the mortar susceptible to direct attack by the magnesium sulfate solution. Conditions favorable for the decalcification of calcium silicate hydrate (C-S-H) are thus created, and the ultimate destruction of the mortar occurs as a result of the conversion of C-S-H to the noncementitious magnesium silicate hydrate (M-S-H).
机译:这个分为两部分的系列的第一篇论文[Cem。康纳水库。 32(2002)915]总结了对硫酸盐侵蚀的综合研究的实验结果。当前的论文利用这些结果开发了由硫酸钠和硫酸镁溶液引起的腐蚀机理的模型。还讨论了改变粘合剂成分或实验变量(例如溶液的浓度和温度)对所提出机理的影响。还已经确定了这些机械模型在使用寿命预测模型中的潜力。根据提出的机制,由硫酸钠溶液引起的侵蚀是分阶段进行的。样品外皮的膨胀导致内部区域形成裂纹,这种裂纹在化学上没有改变。随着不断的浸入,表面皮肤崩解,并且硫酸盐溶液能够与破裂内部区域中的水合产物反应,导致侵蚀产物沉积在该区域中。现在,该区域变成膨胀区域,导致砂浆内部进一步破裂。在硫酸镁溶液的情况下,砂浆试样表面形成水镁石(氢氧化镁)层。然后,硫酸盐溶液的渗透通过在该表面层上的扩散而发生。随着侵蚀的进行,表面下的糊剂中的侵蚀产物例如石膏和钙矾石的形成导致膨胀和强度损失。膨胀还会在水镁石表面产生裂纹,使砂浆易于受到硫酸镁溶液的直接侵蚀。由此创造了有利于水合硅酸钙(C-S-H)脱钙的条件,并且由于C-S-H转化为非胶结性硅酸镁水合物(M-S-H)的结果,灰浆的最终破坏发生。

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