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Study of corrosion protection of steel rebars in concrete by sacrifical anodes of Zn-AI-ln alloys and by green inhibitor locust bean gum

机译:锌-铝-铟合金牺牲阳极和绿色抑制剂刺槐豆胶对混凝土中钢筋腐蚀的研究

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Reinforced concrete such as any other material is subject to the spontaneous destruction processes respectively corrosion, which in most cases is caused by corrosion of reinforcement in concrete. Corrosion of steel in concrete can be caused by: carbonation, the presence of ions such as chloride, sulfate or other aggressive substances, which are usually present in various industrial facilities. The Corrosion of steel reinforcement in concrete is of great concern in the view of safety and durability of reinforced concrete structures. Corrosion undermines the physical integrity of structures and can lead to destruction of property and loss of life. The objective of this study was to investigate the behavior of sacrificial anodes from alloy Al-Zn-ln and green inhibitors as adittives in mud concrete, in separate exsperiments. In the first study, the experiments are performed in solutions (SPS) that simulate composition of liquids in pore of concrete, chloride ion content was 3.5%, while the pH is adjusted by the addition of H_2SO_4. Anodes of Al-Zn-ln alloys are used in cathodic protection (CP) systems as sacrificial anodes. Galvanic anodes Al-Zn-ln were prepared from alloys with different contents of In (0.17 and 0.25%). Obtained results during anodic polarization of these Al- Zn-ln anodes in SPS solutions show that these anodes are not passivated in environments where the pH was 8 and have similar behavior betwen them.. In these CP models anode / cathode surface ratios have two different values: 1:60 and 1:120, while the pH of the solutions was 14 and 8. From the measured values of electrochemical parameters in CP models with Al-Zn-ln alloy anodes were shown that steel rebars in concrete can successfully protected from corrosion. The aim of the second study was to investigate the efficiency of green inhibitor added in concrete. The concrete samples were exposed in aggressive media H_2SO_4 1M and 10~(-3) CI~-. As corrosion inhibitor was used locust bean gum, a green inhibitor (1g/l). Half-cell potencial, polarization resistance and Tafel extrapolation methods are used for inhibitor efficiency testing. The results shows high resistance polarization and low corrosion rate for concrete sample with green inhibitor. The corrosion rate decrease approximately 83% in presence of locust bean gum.
机译:钢筋混凝土(例如任何其他材料)会遭受自发破坏过程的腐蚀,而腐蚀在大多数情况下是由混凝土中钢筋腐蚀引起的。钢筋在混凝土中的腐蚀可能由以下原因引起:碳化,离子的存在,例如氯离子,硫酸根或其他侵蚀性物质,这些离子通常存在于各种工业设施中。从钢筋混凝土结构的安全性和耐久性的角度来看,钢筋在混凝土中的腐蚀是非常令人关注的问题。腐蚀会破坏结构的物理完整性,并可能导致财产损失和生命损失。本研究的目的是在单独的实验中研究Al-Zn-ln合金和绿色抑制剂作为泥浆混凝土中的添加剂的牺牲阳极的行为。在第一个研究中,实验是在溶液(SPS)中进行的,该溶液模拟混凝土孔中液体的成分,氯离子含量为3.5%,而pH通过添加H_2SO_4进行调节。 Al-Zn-In合金的阳极在阴极保护(CP)系统中用作牺牲阳极。用不同In含量(0.17和0.25%)的合金制备电阳极Al-Zn-ln。在SPS溶液中这些Al-Zn-In阳极阳极极化过程中获得的结果表明,这些阳极在pH值为8的环境中没有被钝化,并且在它们之间具有相似的行为。在这些CP模型中,阳极/阴极的表面比率有两种不同值:1:60和1:120,而溶液的pH值分别为14和8。从使用Al-Zn-In合金阳极的CP模型中电化学参数的测量值表明,混凝土中的钢筋可以成功地防止腐蚀。第二项研究的目的是研究在混凝土中添加绿色抑制剂的效率。将混凝土样品暴露在腐蚀性介质H_2SO_4 1M和10〜(-3)CI〜-中。刺槐豆胶(一种绿色抑制剂(1g / l))用作缓蚀剂。半电池电位,极化强度和Tafel外推法用于抑制剂效率测试。结果表明,含绿色抑制剂的混凝土样品具有较高的电阻极化率和较低的腐蚀速率。在刺槐豆胶的存在下,腐蚀率降低约83%。

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