Yang Keun-Hyeok, Lim Hee-Seob, Kwon Seung-Jun
Department of Plant Architectural Engineering, Kyonggi University, Suwon 16227, Korea.
Department of Civil Engineering, Hannam University, 70 Hannam-ro, Daedeok-gu, Daejeon 34430, Korea.
Materials (Basel). 2020 Mar 26;13(7):1512. doi: 10.3390/ma13071512.
The service life of concretes exposed to sulfate decreases as the concrete body expands due to the formation of gypsum and ettringite. Bacteria-based repair coating layers, which have been studied lately, are aerobic and very effective on the sulfate attack. In this study, bio-slime repair coating layers were fabricated using bacteria, and chloride diffusion experiments were performed. In addition, the service life of concrete under sulfate attack was evaluated using time-dependent diffusivity and a multi-layer technique. Chloride diffusivity was compared with sulfate diffusivity based on literature review, and the results were used to consider the reduction in the diffusion coefficient. In the analysis results, the service life of concrete was evaluated to be 38.5 years without bio-slime coating layer, but it was increased to 41.5-54.3 years using it. In addition, when the thickness of the bio-slime coating layer is 2.0 mm, the service life can be increased by 1.31-2.15 times if the sulfate diffusion coefficient of the layer is controlled at a level of 0.1 ~ 0.3 × 10 m/s. Eco-friendly and aerobic bio-slime coating layers are expected to effectively resist sulfate under appropriate construction conditions.
由于石膏和钙矾石的形成导致混凝土体积膨胀,暴露于硫酸盐环境中的混凝土使用寿命会缩短。最近研究的基于细菌的修复涂层是需氧的,对硫酸盐侵蚀非常有效。在本研究中,使用细菌制备了生物黏液修复涂层,并进行了氯离子扩散试验。此外,使用随时间变化的扩散系数和多层技术评估了硫酸盐侵蚀下混凝土的使用寿命。基于文献综述,将氯离子扩散率与硫酸盐扩散率进行了比较,并将结果用于考虑扩散系数的降低。在分析结果中,未使用生物黏液涂层时混凝土的使用寿命评估为38.5年,但使用该涂层后使用寿命增加到41.5 - 54.3年。此外,当生物黏液涂层厚度为2.0 mm时,如果该层的硫酸盐扩散系数控制在0.1 ~ 0.3×10⁻¹² m²/s的水平,使用寿命可提高1.31 - 2.15倍。在适当的施工条件下,环保且需氧的生物黏液涂层有望有效抵抗硫酸盐侵蚀。