Millán Ramírez Ginneth Patricia, Byliński Hubert, Niedostatkiewicz Maciej
Department of Engineering Structures, Faculty of Civil and Environmental Engineering, Gdansk University of Technology, 11/12 Narutowicza Street, 80-226, Gdańsk, Poland.
Sci Rep. 2023 Aug 10;13(1):12977. doi: 10.1038/s41598-023-40203-8.
This study assesses the durability of coated and uncoated concrete surfaces protected with four different coating materials: water-soluble (BW), solvent-based (BR), mineral (MI), and epoxy (EP). The durability assessment includes evaluating the absorption rate of water, pull-off adhesion strength, and coating material thickness. Concrete samples were subjected to immersion in regular water and a 7% urea solution, followed by cyclic freezing and thawing. Furthermore, the diffusion of chloride ions in concrete was evaluated using the impressed voltage method, with the samples exposed to the aging process immersed in a 3.5% NaCl solution. The results indicate that EP and BW coatings were significantly affected by the presence of urea and freeze-thaw cycles, resulting in a 43% and 47% reduction in pull-off adhesion strength, respectively. Notably, the MI-coated concrete samples exposed to urea solution and the freeze-thaw cycles exhibited a significant reduction in the absorption rate due to the accumulation of crystals on the coating surface, resulting in reduced porosity of the material.
水溶性(BW)、溶剂型(BR)、矿物型(MI)和环氧型(EP)。耐久性评估包括评估吸水率、拉拔粘结强度和涂层材料厚度。混凝土样品被浸泡在普通水和7%尿素溶液中,然后进行循环冻融。此外,使用外加电压法评估了混凝土中氯离子的扩散,将暴露于老化过程的样品浸泡在3.5%氯化钠溶液中。结果表明,EP和BW涂层受尿素和冻融循环的影响显著,拉拔粘结强度分别降低了43%和47%。值得注意的是,暴露于尿素溶液和冻融循环的MI涂层混凝土样品由于涂层表面晶体的积累,吸水率显著降低,导致材料孔隙率降低。