首页|迁移阻锈剂和电沉积双效修复对钢筋耐腐蚀性能影响研究

迁移阻锈剂和电沉积双效修复对钢筋耐腐蚀性能影响研究

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钢筋的锈蚀极大地缩短了混凝土结构的寿命.在电迁移阻锈剂的基础上,提出一种电迁移、电沉积双效修复方法,以修复锈蚀钢筋,避免二次腐蚀的发生.通过电化学阻抗谱测试、氯离子滴定法评估了双效修复效果.采用毛细吸水试验评价了双效修复对砂浆性能的影响,采用XRD和SEM测试分析了双效修复的作用机理.结果显示,双效修复显著降低了砂浆内部氯离子含量,修复后钢筋耐腐蚀性能提高了 2个数量级,乙醇胺+硫酸镁展现出最好的修复效果.此外,电沉积修复后,砂浆致密性增强,硫酸镁沉积作用最明显.
Study of the effects of dual-effect repair on the corrosion resistance performance of steel reinforcement using electrochemical migration rust inhibitors and electrodeposition
The corrosion of steel reinforcement significantly shortens the lifespan of concrete structures.Based on electrochemical migration rust inhibitors,a dual-effect repair method involving the use of both electrochemical migration and electrodeposition is proposed to re-pair corroded steel reinforcement and prevent secondary corrosion.The dual-effect repair effects were assessed through electrochemical impedance spectroscopy tests and chloride ion titration.The impact of dual-effect repair on the mortar performance was evaluated through capillary water absorption tests.The underlying mechanisms of dual-effect repair were ana-lyzed using XRD and SEM tests.The results demonstrate that dual-effect repair significantly reduces chloride ion content inside the mortar.The corrosion resistance of the steel rein-forcement improves by two orders of magnitude after repair,with ethanolamine+magnesi-um sulfate exhibiting the best repair performance.Additionally,after electrodeposition re-pair,the mortar's compactness is enhanced,and the magnesium sulfate deposition is most pronounced.

steel reinforcementdual-effect repaircorrosion resistance performancecompactness

王柱仁、熊传胜、金祖权、黄雨鑫

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青岛理工大学土木工程学院,青岛 266525

钢筋 双效修复 耐腐蚀性能 致密性

2024

青岛理工大学学报
青岛理工大学

青岛理工大学学报

影响因子:0.514
ISSN:1673-4602
年,卷(期):2024.45(6)