Hussain Raja Rizwan, Alhozaimy Abdulrahman, Al-Negheimish Abdulaziz, Singh D D N, Ahmed Mshtaq
Center of Excellence for Concrete Research and Testing (CoE-CRT), Civil Engineering Department, College of Engineering, King Saud University, PO Box: 800, 11421, Riyadh, Saudi Arabia.
Corrosion and Surface Engineering CSIR, National Metallurgical Laboratory, Jamshedpur, India.
Sci Rep. 2024 Mar 25;14(1):7069. doi: 10.1038/s41598-024-57485-1.
In this study, the efficacy of the combined effect of borate and silicate alkali metal salts added to mortars for controlling the chloride-induced uniform and localized corrosion of embedded steel rebars is examined. The individually added salts in mortars are found to have insignificant effects in terms of reducing the uniform corrosion rate and localized damage. However, their combination (0.50% sodium tetra borate + 0.10% sodium silicate added with respect to the weight of the binder) provides complete protection to reinforcements tested for long durations under wet/dry treatments with mortars in saline water and laboratory atmospheres. Electrochemical impedance spectroscopy, direct current cyclic polarization, polarization resistance, and visual observations are used for quantitative and qualitative evaluations of the protective effects of the tested additives. X-ray diffraction analysis, scanning electron microscopy, and energy-dispersive X-ray spectroscopy analysis of the corrosion products formed on the embedded steel surfaces help explain the possible mechanisms behind the considerable improvement in the inhibitive effects of a mixed composition of borate and silicate. This combination also improves the compressive strength and workability of the mixed concrete. The results reveal that the synergistic protection provided by a mixture of borate and silicate can be attributed to the co-deposition of an iron-boron + ferrosilicate + cortensitite (an iron-silicon phase) film on the rebar surface.
在本研究中,考察了添加到砂浆中的硼酸盐和硅酸盐碱金属盐联合作用对控制埋入钢筋的氯化物诱导均匀腐蚀和局部腐蚀的效果。发现单独添加到砂浆中的盐在降低均匀腐蚀速率和局部损伤方面效果不显著。然而,它们的组合(相对于粘结剂重量添加0.50%的四硼酸钠+0.10%的硅酸钠)在盐水和实验室环境中对用砂浆进行干湿处理的钢筋进行长时间测试时,能为钢筋提供完全保护。电化学阻抗谱、直流循环极化、极化电阻和目视观察用于对测试添加剂的保护效果进行定量和定性评估。对埋入钢表面形成的腐蚀产物进行X射线衍射分析、扫描电子显微镜分析和能量色散X射线光谱分析,有助于解释硼酸盐和硅酸盐混合成分抑制效果显著改善背后的可能机制。这种组合还提高了混合混凝土的抗压强度和工作性。结果表明,硼酸盐和硅酸盐混合物提供的协同保护可归因于钢筋表面铁硼+铁硅酸盐+柯氏体(一种铁硅相)膜的共沉积。