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MICROSTRUCTURE AND MECHANISM OF CRACKS REHABILITATION IN REINFORCED CONCRETE USING ELECTRODEPOSITION TECHNIQUE

机译:电沉积技术在钢筋混凝土裂缝修复中的微观结构和机理

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This paper reports on the design of an experimental device for cracks rehabilitation inreinforced concrete, using an electrodeposition method, firstly. The composition andmicrostructure of the electrodeposits in cracks and the crack healing effectiveness werestudied. The Effect of current density on the microstructure of crystals, deposited in the crackswas investigated and the electrodeposition mechanism of crack healing was discussed. Theresults indicate that the Composition of the electrodeposits differs depending on the usedelectrolytes. Current density plays an important role on healing effectiveness of concretecracks. The Mg(OH)2 crystals produced in high current density regimes are large, lamellarand arrange loosely. The crack healing mechanism lies in that electrodeposits produced bycell reaction induce into nucleation and form insoluble crystals in cracks, and consequentlythe electrodeposits fill and heal concrete cracks gradually.
机译:本文首先报道了一种利用电沉积方法设计的用于钢筋混凝土裂缝修复的实验装置的设计。研究了裂纹中电沉积的组成和微观结构以及裂纹愈合效果。研究了电流密度对沉积在裂纹中的晶体微观结构的影响,并探讨了裂纹修复的电沉积机理。结果表明,电沉积物的组成根据所使用的电解质而不同。电流密度在混凝土裂缝的愈合效果中起着重要作用。在高电流密度状态下产生的Mg(OH)2晶体很大,层状排列疏松。裂纹的修复机理在于,细胞反应产生的电沉积物诱导成核并在裂纹中形成不溶性晶体,从而使电沉积物逐渐填充并修复混凝土裂纹。

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