Chang Honglei, Wang Penggang, Jin Zuquan, Li Gang, Feng Pan, Ye Shoujie, Liu Jian
School of Qilu Transportation, Shandong University, Jinan 250002, China.
School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China.
Materials (Basel). 2020 Feb 12;13(4):839. doi: 10.3390/ma13040839.
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.
建筑混凝土如今已被广泛使用,而那些在近海环境中使用的混凝土常常会遭受氯离子渗透和碳化的影响。为了评估建筑混凝土的防护和装饰性能,本研究将建筑混凝土置于实际海洋环境和加速碳化条件下。通过测定建筑混凝土的抗氯离子渗透和抗碳化性能来评估其防护性能,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,海洋大气区和潮汐区混凝土中的总氯离子和游离氯离子含量一般随深度增加而降低;氯离子含量随暴露时间显著变化,在表面附近有一个氯离子含量最大值峰值。此外,在整个测量过程中,氯离子扩散系数都很小,这表明建筑混凝土具有优异的抗氯离子渗透性能。此外,根据碳化试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能。因此,用作防护层的建筑混凝土能够抵御本文所测试的氯离子侵蚀和碳化作用。此外,发现碳化对建筑混凝土的美观性有深远影响。因此,为了长期更好地保持建筑混凝土的美观外观,应谨慎处理碳化问题。