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Sulfate-ion Diffusion Regularity and Reaction Mechanism of Sodium Sulfate Attack on Carbonized Concrete

机译:碳化混凝土硫酸钠侵袭硫酸钠离子扩散规律及反应机理

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The experiment has been carried out to study the sodium sulfate attack on carbonized concrete. The concrete specimens with strength grade of C50 were first carbonized for 28d in the carbonation box after standard curing, and then immersed into the sodium sulfate solutions of three different concentrations. When the immersed time were up to 30d, 90d, 180d, 270d and 360d, the sulfate-ion concentrations of every layer from the surface to the inside of concrete specimen were measured by the chemical titration method. Based on the test results, the sulfate-ion diffusion regularity and the reaction mechanism of carbonized concrete are analyzed. It can be concluded that the sulfate-ion diffusion regularity and the reaction mechanism of carbonized concrete is completely different from that of un-carbonized concrete, the diffusion of sulfate-ion occupies advantage in the pore water of carbonized concrete, which increases the depth of concrete specimen attacked by sulfate solution.
机译:已经进行了实验,以研究碳化混凝土的硫酸钠发作。在标准固化后,首先将具有强度等级C50的C50强度等级的混凝土试样在碳酸化箱中碳化,然后浸入三种不同浓度的硫酸钠溶液中。当浸入时间高达30d,90d,180d,270d和360d时,通过化学滴定法测量从混凝土样本的表面到混凝土样本内部的每个层的硫酸盐离子浓度。基于测试结果,分析了硫酸盐离子扩散规则性和碳化混凝土的反应机理。可以得出结论,硫酸盐离子扩散规则性和碳化混凝土的反应机理与未碳化混凝土的反应机理完全不同,硫酸盐离子的扩散在碳化混凝土的孔隙水中占据了优势,这增加了深度硫酸盐溶液攻击的混凝土试样。

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