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LIFE PREDICTION OF CONCRETE STRUCTURES AFTER ELECTROCHEMICAL CHLORIDE EXTRACTION

机译:电化学氯化物提取后混凝土结构的寿命预测

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Electrochemical chloride extraction (ECE) test of cylinder RC specimens have been made with different extraction duration, 4 weeks, 6 weeks and 8 weeks respectively. After ECE treatment, the ions profile in concrete has been studied. Study has shown that ECE can remarkably reduce the chloride concentration in concrete and change the profile of the chloride ions, but also increase the OH" concentration nearby the steel bars. Hence the improvement of the ECE method to concrete durability depends on both chloride extraction and OH- concentration. Nevertheless the ECE can change the chloride diffusion coefficient. Tests have shown that after ECE, the chloride diffusion coefficient of concrete is lesser than that of the original one. In order to made the life prediction of concrete structures treated by ECE, the chloride and OH- profile, the chloride diffusion coefficient after ECE must be take into consideration. In this paper, the life prediction of concrete structures treated by ECE has been made.
机译:汽缸RC样本的电化学氯化物萃取(ECE)试验已经采用不同的提取持续时间,4周,6周和8周。经过ece处理后,研究了混凝土中的离子谱。研究表明,ECE可以显着降低混凝土中的氯化物浓度并改变氯离子的轮廓,而且改变钢筋附近的OH“浓度。因此,ECE方法对混凝土耐久性的改善取决于氯化物萃取和氯化物OH-浓度。然而,ECE可以改变氯化物扩散系数。测试表明,在ECE之后,混凝土的氯化物扩散系数小于原始的氯化物扩散系数。为了使ECE处理混凝土结构的寿命预测。氯化物和OH-型材,必须考虑ECE之后的氯化物扩散系数。在本文中,已经进行了ECE处理的混凝土结构的寿命预测。

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