氯盐侵蚀混凝土表层氯离子对流区深度和时变性能
作者:
作者单位:

(1.高速铁路建造技术国家工程研究中心,湖南 长沙 410075;2.中国中铁股份有限公司,北京 100039;3.中南大学 土木工程学院,湖南 长沙 410075;4.中南林业科技大学 土木工程学院,湖南 长沙 410004;5. 中铁工程设计咨询集团有限公司,北京 100055;6. 中铁十局集团有限公司,山东 济南 250101)

作者简介:

刘鹏(1982—),男,高速铁路建造技术国家工程研究中心教授,博士生导师。E-mail:lop868@163.com

通讯作者:

中图分类号:

TU528

基金项目:

国家自然科学基金课题(52178182、52108262、U1934217);中国中铁股份有限公司科技研究开发计划项目(2020-重大专项-02、2021-重大专项-02、2022-重大专项-09、2021-重点-11、2022-重点-46);中铁工程设计咨询集团有限公司科技开发计划项目(研2023-26);湖南省自然科学基金-杰出青年基金(2022JJ10075);湖南科技创新计划项目(2023SK2014)


Study on the convective depth and time-varying properties of chloride convection zone on concrete surface
Author:
Affiliation:

(1. National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China; 2. China Railway Group Co., Ltd., Beijing 100039, China; 3. School of Civil Engineering, Central South University, Changsha 410075,China; 4. School of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004,China; 5. China Railway Engineering Design and Consulting Group Co., Ltd.,Beijing 100055,China; 6. China Railway No.10 Engineering Group Co., Ltd., Jinan 250101, China.)

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    摘要:

    为研究氯盐侵蚀环境中的混凝土表层氯离子分布及其对流区深度,分析混凝土内部水分影响深度和表层氯离子含量变化规律,建立混凝土表层氯离子对流区深度模型,研究滨海环境中的混凝土表层氯离子含量与高程、距海边距离和时间的关联度,推导出相应的混凝土表层氯离子含量的时空分布函数表达式。研究结果表明:氯盐侵蚀环境中的混凝土氯离子对流区深度与混凝土内部水分影响深度之间存在密切关联。氯盐环境中高程和距海距离对混凝土表层氯离子含量的影响可采用S曲线进行描述。混凝土表层氯离子最大含量随时间增加而增大,但最终趋于稳定。混凝土表层氯离子深度变化模型可准确揭示氯盐环境中的混凝土表面氯离子含量变化规律,可为预测混凝土表层氯离子含量分布提供参考。

    Abstract:

    The distribution and convective depth of chloride ions on the concrete surface under the chloride salt erosion environment were investigated, and the convective depth model of chloride ions on the concrete surface was proposed by analyzing the change of the water-influenced depth and chloride ion concentration. Simultaneously, the internal relationships of the chloride ion concentration on the concrete surface and the elevation, distance from the sea and time were also studied. Then, the corresponding spatial and temporal distribution function of chloride ion concentration on concrete surface was established. The results showed that there was a close correlation between the depth of the chloride convection zone of concrete in chloride salt erosion environments and the water-influenced depth in concrete. The relationship between the chloride ion concentration on the concrete surface and the elevation and distance from the sea can all be characterized by the S-curve. The maximum concentration of chloride ions on the concrete surface increased with the increase of time, but its value eventually tended to be a constant. The convective depth model of chloride ions on concrete surface can accurately present the change rule of concrete surface chloride ion concentration in chloride salt environment, which can provide a reference for predicting the distribution of concrete surface chloride ion concentration.

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刘鹏,伍军,陈颖,等.氯盐侵蚀混凝土表层氯离子对流区深度和时变性能[J].交通科学与工程,2023,39(5):1-9,30.
LIU Peng, WU Jun, CHEN Ying, et al. Study on the convective depth and time-varying properties of chloride convection zone on concrete surface[J]. Journal of Transport Science and Engineering,2023,39(5):1-9,30.

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  • 收稿日期:2023-07-31
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  • 在线发布日期: 2023-12-08
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