Merachtsaki Domna, Tsardaka Eirini-Chrysanthi, Anastasiou Eleftherios, Zouboulis Anastasios
Laboratory of Chemical and Environmental Technology, Department of Chemistry, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece.
Laboratory of Building Materials, Department of Civil Engineering, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece.
Materials (Basel). 2021 Aug 28;14(17):4897. doi: 10.3390/ma14174897.
The Microbiologically Induced Corrosion (MIC) of concrete sewer pipes is a commonly known problem that can lead to the destruction of the system, creating multiple public health issues and the need for costly repair investments. The present study focuses on the development of a magnesium hydroxide coating, with optimized properties to protect concrete against MIC. The anti-corrosion properties of the respective coating were evaluated by using short and long duration accelerated sulfuric acid spraying tests. The coating presented satisfying adhesion ability, based on pull-off and Scanning Electron Microscopy (SEM) analysis measurements. The surface pH of the coated concrete was maintained at the alkaline region (i.e., >8.0) throughout the duration of all acid spraying tests. The consumption of the coating, due to the reaction (neutralization) with sulfuric acid, was confirmed by the respective mass and thickness measurements. The protection ability of this coating was also evaluated by recording the formation of gypsum (i.e., the main corrosion product of concrete) during the performed tests, by X-ray Diffraction (XRD) analysis and by the Attenuated Total Reflectance (ATR) measurements. Finally, a long duration acid spraying test was additionally used to evaluate the behavior of the coating, simulating better the conditions existing in a real sewer pipe, and the obtained results showed that this coating is capable of offering prolonged protection to the concrete substrate.
混凝土下水道管道的微生物诱导腐蚀(MIC)是一个众所周知的问题,它可能导致系统损坏,引发多个公共卫生问题,并需要进行昂贵的修复投资。本研究着重于开发一种氢氧化镁涂层,其具有优化的性能以保护混凝土免受微生物诱导腐蚀。通过短期和长期的加速硫酸喷雾试验来评估相应涂层的防腐性能。基于拉拔试验和扫描电子显微镜(SEM)分析测量,该涂层表现出令人满意的附着力。在所有酸喷雾试验期间,涂层混凝土的表面pH值始终保持在碱性区域(即>8.0)。通过相应的质量和厚度测量证实了由于与硫酸反应(中和)导致的涂层消耗。通过X射线衍射(XRD)分析以及衰减全反射(ATR)测量,在进行的试验过程中记录石膏(即混凝土的主要腐蚀产物)的形成,以此评估该涂层的保护能力。最后,额外进行了一次长期酸喷雾试验以评估涂层的性能,该试验更好地模拟了实际下水道管道中的现有条件,所得结果表明该涂层能够为混凝土基材提供长期保护。