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Durability and Aesthetics of Architectural Concrete under Chloride Attack or Carbonation

机译:氯离子侵蚀或碳化作用下建筑混凝土的耐久性和美学

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摘要

Architectural concrete has been wildly used nowadays, and those served in an offshore environment often suffer from chloride penetration and carbonation. To assess the protection and decoration performances of architectural concrete, this study exposed architectural concrete to actual marine environments and accelerated carbonation conditions. The chloride and carbonation resistance of architectural concrete was determined to evaluate the protection performance, and the corresponding surface-color-consistency was adopted to characterize its decoration performance. The results show that the total and free chloride of concrete in the marine atmosphere zone and the tidal zone generally decreases with depth; chloride content arguments significantly with exposure time, with a chloride maximum peak near the surface. Moreover, the chloride diffusion coefficient is small throughout the measurements, indicating the superior chloride resistance of architectural concrete. Furthermore, architectural concrete also possesses excellent carbonation resistance based on the carbonation depth data obtained from the carbonation experiment. Therefore, architecture concrete served as protection covers can withstand both the chloride attack and carbonation tested in this paper. In addition, carbonation was found to have a profound influence on the aesthetics of architectural concrete. Therefore, carbonation should be carefully handled for better maintaining the aesthetic appearance of architectural concrete in long-term service.
机译:如今,建筑混凝土已被广泛使用,在近海环境中使用的混凝土经常会遭受氯化物的渗透和碳化。为了评估建筑混凝土的保护和装饰性能,本研究将建筑混凝土暴露于实际的海洋环境和加速的碳化条件下。确定建筑混凝土的耐氯化物和抗碳化性以评估其防护性能,并采用相应的表面颜色一致性来表征其装饰性能。结果表明,海洋大气带和潮汐带混凝土的总氯和游离氯随深度的增加而减小。氯化物含量与暴露时间密切相关,在表面附近有氯化物最大峰。此外,在整个测量过程中,氯离子的扩散系数均很小,表明建筑混凝土具有优异的耐氯性。此外,基于从碳化实验获得的碳化深度数据,建筑混凝土还具有优异的抗碳化性。因此,用作保护层的建筑混凝土可以承受本文测试的氯化物侵蚀和碳化。另外,发现碳化对建筑混凝土的美学有深远的影响。因此,应谨慎处理碳化,以便在长期使用中更好地保​​持建筑混凝土的美学外观。

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