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Test Research of Chloride Ion Penetration in Concrete Tunnel Lining Structure

机译:混凝土隧道衬砌结构中氯离子渗透的试验研究

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Chloride ion diffusion coefficient is an important indicator reflected the concrete durability in chloride erosion environment, and affects the service life of concrete structure directly. By the indoor test of chloride acceleration permeability, the chloride ions diffusivity is studied in the tunnel lining structure, and the variation law of the chloride content is tested with the change of penetration depth of different age specimen. Tests shows, with the increases of the penetration depth, the chloride content decrease gradually and finally tend to the initial chloride content of the specimen. Penetration time has a strong cumulative effect on the internal concentration of chloride ions in concrete, the high or low level of chloride ion concentration have a role of promotion or reduction for the chloride ion penetration in the concrete inside. The results provide an important basis for the predictions of service life of tunnel lining in chloride erosion environment.
机译:氯离子扩散系数是一个重要指标,反映了氯化物侵蚀环境中的混凝土耐久性,并直接影响混凝土结构的使用寿命。通过氯化物加速渗透性的室内测试,在隧道衬砌结构中研究氯离子扩散率,并在不同年龄样本的渗透深度的变化中测试氯化物含量的变化律。试验表明,随着渗透深度的增加,氯化物含量逐渐降低,最后倾向于标本的初始氯化物含量。穿透时间对混凝土中氯离子的内部浓度具有很强的累积影响,高或低水平的氯离子浓度具有促进或减少氯离子渗透在内部的氯离子渗透的作用。结果为氯化物侵蚀环境中隧道衬里的使用寿命预测提供了一个重要的基础。

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