Electrochemical Healing Techniques for Concrete Reinforcement Restoration

T. Lovaši, Š. Msallamová, M. Kouřil
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Abstract

Electrochemical chloride extraction (ECE) from a reinforced concrete structure may be accompanied with an electrochemical injection of healing agents (EICI) if such agents are positively charged and are able to migrate towards the activated reinforcement. Positive charge carrying nanoparticles or cationic corrosion inhibitors might be the proper choice. Organic substances with a positive charge and their salts are mostly such inhibitors. In this study, critical concentration of chlorides was investigated for fresh and carbonated concrete pore solution. Corrosion inhibition efficiency was evaluated by means of polarization resistance as a measure of corrosion rate. Sodium nitrite was taken as a reference corrosion inhibitor. As a second objective were migration tests. ECE and EICI were performed in order to test the migration ability of promising cation corrosion inhibitors, namely tetrabutylammonium bromide and tetrabutylphosphonium bromide. Concentration profile of the inhibitors and chlorides was investigated in the testing concrete blocks. The best results have been obtained for tetrabutylammonium bromide.
混凝土钢筋电化学修复技术
从钢筋混凝土结构中电化学氯化物萃取(ECE)可以伴随着电化学注入愈合剂(EICI),如果这些剂带正电荷并且能够向活化的钢筋迁移。带正电荷的纳米颗粒或阳离子缓蚀剂可能是合适的选择。带正电荷的有机物质及其盐类大多是这类抑制剂。在本研究中,氯化物的临界浓度对新鲜和碳化混凝土孔隙溶液进行了研究。用极化电阻作为腐蚀速率的度量来评价缓蚀效率。以亚硝酸钠为标准缓蚀剂。第二个目标是迁移测试。ECE和EICI是为了测试有前途的阳离子缓蚀剂,即四丁基溴化铵和四丁基溴化磷的迁移能力。研究了试验混凝土砌块中抑制剂和氯化物的浓度分布。对四丁基溴化铵的反应效果最好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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