Raczkiewicz Wioletta, Koteš Peter, Konečný Petr
Department of Concrete Construction and Geotechnics, Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. 1000 lecia PP 7, 25-314 Kielce, Poland.
Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina, Slovakia.
Materials (Basel). 2021 Aug 18;14(16):4657. doi: 10.3390/ma14164657.
The concrete cover is the basic protection of the reinforcement against the influence of external factors that may lead to its corrosion. Its effectiveness depends mainly on the composition of the concrete mix, including the cement used. Depending on external environmental factors that may aggressively affect the structure, various types of cements and concrete admixtures are recommended. The paper presents the results of tests that allow us to assess the effect of the type of cement used and the air-entraining agent on the effectiveness of the concrete cover as a layer protecting the reinforcement against corrosion. In order to initiate the corrosion process, the reinforced concrete specimens were subjected to cycles of freezing and thawing in a sodium chloride solution. The degree of advancement of the corrosion process was investigated using the electrochemical galvanostatic pulse technique. Additionally, the microstructure of specimens taken from the cover was observed under a scanning electron microscope. The research has shown that in the situation of simultaneous action of chloride ions and freezing cycles, in order to effectively protect the reinforcement against corrosion, the application of both blast-furnace slag cement and an air-entraining agent performed the best.
混凝土保护层是钢筋抵御可能导致其腐蚀的外部因素影响的基本防护措施。其有效性主要取决于混凝土混合料的成分,包括所用的水泥。根据可能对结构产生侵蚀性影响的外部环境因素,推荐使用各种类型的水泥和混凝土外加剂。本文介绍了一些试验结果,这些结果使我们能够评估所用水泥类型和引气剂对作为保护钢筋免受腐蚀的一层混凝土保护层有效性的影响。为了引发腐蚀过程,对钢筋混凝土试件在氯化钠溶液中进行冻融循环处理。使用电化学恒电流脉冲技术研究腐蚀过程的进展程度。此外,在扫描电子显微镜下观察从保护层取出的试件的微观结构。研究表明,在氯离子和冻融循环同时作用的情况下,为了有效保护钢筋免受腐蚀,使用高炉矿渣水泥和引气剂的效果最佳。