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On the incorporation of nano TiO2 to inhibit concrete deterioration in the marine environment

机译:纳米TiO2的掺入抑制海洋环境中混凝土劣化

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摘要

To develop high deterioration resistance concrete for marine infrastructures, two types of nano TiO2 (NT) including anatase phase NT and silica surface-treated rutile phase NT were incorporated into concrete. The fabricated NT modified concrete was then put into the marine environment for 21 months in this study. The effects and mechanisms of two types of NT on the deterioration of concrete in the marine environment were investigated from three aspects, including seawater physical and biological as well as chemical actions on concrete with NT. Under the seawater physical action, the exposed degree of coarse sand particles on the surface of control concrete is greater than that of concrete with NT. Owing to the microorganism biodegradation property of NT, the elimination and inhibition rates of concrete with NT on microorganisms can reach up to 76.98 and 96.81, respectively. In addition, the surface biofilm thickness of concrete can be reduced by 49.13 due to the inclusion of NT. In the aspect of seawater chemical action, NT can increase the pH value inside concrete by 0.81, increase the degree of polymerization of C-S-H gel, and improve the interfacial transition zone between cement paste and aggregate in concrete. Compared to anatase phase NT, silica surface-treated rutile phase NT is more effective in improving the deterioration resistance of concrete in the marine environment. It can be concluded that incorporating NT can inhibit the deterioration of concrete in the marine environment.
机译:为了开发用于海洋基础设施的高耐劣化混凝土,将锐钛矿相NT和二氧化硅表面处理金红石相NT两种纳米TiO2(NT)掺入混凝土中。在这项研究中,将预制的NT改性混凝土放入海洋环境中21个月。从海水物理生物作用和化学作用3个方面研究了2种NT对海洋环境中混凝土劣化的影响及机理。在海水物理作用下,粗砂颗粒在控制混凝土表面的暴露程度大于含NT的混凝土,由于NT的微生物生物降解特性,含NT的混凝土对微生物的消除率和抑制率分别可达76.98%和96.81%。此外,由于NT的加入,混凝土的表面生物膜厚度可以减少49.13%。在海水化学作用方面,NT可以使混凝土内部pH值提高0.81,提高C-S-H凝胶的聚合度,改善混凝土中水泥浆体与骨料的界面过渡区。与锐钛矿相NT相比,二氧化硅表面处理的金红石相NT在提高混凝土在海洋环境中的抗劣化性能方面更有效。可以得出结论,加入NT可以抑制海洋环境中混凝土的劣化。

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