开发和评估混合物配方,提高混凝土抗微生物诱发腐蚀的能力

Roz-Ud-Din Nassar , Parviz Soroushian , Tewodros Ghebrab , Muhammad Sufyan-Ud-Din
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引用次数: 0

摘要

我们设计并评估了多种策略,通过改进混凝土的化学性质、孔隙结构、传输属性以及微生物生长的适应性,提高混凝土对微生物诱发腐蚀的抵抗力。为了筛选不同的策略,进行了实验室和现场实验。研究考虑的策略包括:使用疏水添加剂使毛细孔具有憎水性;掺入灰浆素以改善混凝土的化学性质和孔隙系统特征;使用聚合物乳液改善混凝土的孔隙率、对水分的亲和性和对微生物生长的适应性;使用抗微生物成分降低混凝土对微生物生长的适应性;以及掺入聚乙烯醇纤维以提高混凝土混合物的机械性能。试验结果表明,由疏水添加剂和混合毛细管絮凝剂组成的两种外加剂配方最有希望在侵蚀性下水道环境中大幅提高抗微生物引起的腐蚀和耐酸性能。
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Development and evaluation of mixture formulations to enhance concrete resistance to microbial-induced corrosion
Diverse strategies were designed and evaluated for enhancement of concrete resistance to microbial-induced corrosion through refinement of concrete chemistry, pore structure, transport attributes, and amenability to microbial growth. Laboratory and insitu field experiments were implemented in order to screen different strategies. The study considered strategies involving; the use of hydrophobic additives for rendering capillary pores water-repelling; blend of pozzolans to refine the chemistry and pore system characteristics of concrete; use of polymer emulsions for refinement of concrete porosity, affinity for moisture and amenability to microbial growth; use of anti-microbial constituent for reducing the amenability of concrete to microbial growth; and incorporation of polyvinyl alcohol fibers for enhancing mechanical performance of concrete mixtures, were investigated.
Test results indicate that two admixture formulations comprising of hydrophobic additive, and blend of pozzolan offer the best promise to achieve substantially enhanced resistance to microbial-induced corrosion and acid resistance in the aggressive sewer environment.
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