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Current Progress in Corrosion Inhibition of Reinforcing Steel in Concrete using Migrating Corrosion Inhibitors

机译:迁移缓蚀剂在钢筋混凝土缓蚀中的研究进展

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Several migrating corrosion inhibitors for reinforced concrete were investigated using ASTM G109 and Modified G109. XPS depth profiling showed a 90-100 nm amine-rich layer and chloride ions on the steel rebar surfaces indicating that the modified corrosion inhibitor molecules had suppressed chloride ion interaction and protected the steel rebar passivation layer. There is no indication of corrosion after 400 days of testing. The inhibitor treated samples showed improved resistance polarization (Rp was in the 50 kohm to 60 kohm range, corrosion potentials ranged between -64 mV and -103 mV) and potentiostatic tests showed a significantly lowered corrosion rate. These findings led to investigating the adsorption mechanism where comprehensive testing established a Langmuir adsorption isotherm and verified that chemisorption was responsible for the strong bonding between the inhibitor monolayer and the steel surface.
机译:使用ASTM G109和Modified G109研究了几种用于钢筋混凝土的迁移腐蚀抑制剂。 XPS深度剖析显示钢筋表面上有90-100 nm的富胺层和氯离子,表明改性的缓蚀剂分子具有抑制氯离子相互作用并保护钢筋钝化层的作用。测试400天后没有腐蚀迹象。经抑制剂处理的样品显示出改善的电阻极化(Rp在50 kohm至60 kohm范围内,腐蚀电位在-64 mV和-103 mV之间),并且恒电位测试显示腐蚀速率大大降低。这些发现导致人们对吸附机理进行了研究,在综合测试中确定了Langmuir吸附等温线,并证实化学吸附是抑制剂单层与钢表面之间牢固结合的原因。

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