长江科学院院报 ›› 2021, Vol. 38 ›› Issue (10): 161-166.DOI: 10.11988/ckyyb.20210590

• 水工结构与材料 • 上一篇    下一篇

混凝土水分传输及边界条件试验研究

蒋科1, 庞超明2, 张晖1, 李洋1, 陈薇1   

  1. 1.长江科学院 工程检测中心,武汉 430010;
    2.东南大学 材料科学与工程学院,南京 211189
  • 收稿日期:2021-06-16 修回日期:2021-07-20 出版日期:2021-10-01 发布日期:2021-10-15
  • 作者简介:蒋 科(1990-),男,湖北荆州人,工程师,硕士,主要从事混凝土材料性能及耐久性方面的研究。E-mail:455407046@qq.com
  • 基金资助:
    中央级公益性科研院所基本科研业务费项目(CKSF2019166/JC)

Experimental Study on Moisture Transmission and Boundary Conditions in Concrete

JIANG Ke1, PANG Chao-ming2, ZHANG Hui1, LI Yang1, CHEN Wei1   

  1. 1. Engineering Quality Inspection Center, Yangtze River Scientific Research Institute, Wuhan 430010, China;
    2. School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
  • Received:2021-06-16 Revised:2021-07-20 Online:2021-10-01 Published:2021-10-15

摘要: 混凝土内部水分传输是导致耐久性问题的主要原因。根据混凝土块体和薄片在水分传输方面的相似性,基于已有混凝土润湿过程水分传输模型推导了混凝土薄片中水分传输方程,研究了纯水和不同浓度盐溶液环境下混凝土润湿过程水分传输规律,并以混凝土薄片为对象模拟研究了混凝土边界层水分传输规律。研究结果表明:混凝土边界层润湿过程由毛细吸附为主导,离子的存在不改变基本规律,仅影响传输速率。通过试验数据对质量传输模型进行拟合和验证,结果表明二者相关性较好。并在此基础上推导出了混凝土边界层饱和度变化模型,较好地描述了一维传输方向上混凝土边界层的饱和度变化规律。

关键词: 混凝土, 水分传输, 边界条件, 试验研究, 块体, 薄片

Abstract: Transport of moisture is the main cause of the durability problems of concrete. In the light of the similarity between concrete bulk and slice in terms of moisture transmission, we investigated into the law of moisture transport in the wetting process of concrete in pure water environment and salt solutions of different concentrations on the basis of parallel-tube adsorption theory and Washburn equation. Moreover, we also simulated the law of moisture transmission in the boundary layer of concrete taking concrete slices as the object. Our findings suggest that the wetting process of concrete’s boundary layer is dominated by capillary adsorption, and the existence of ions does not change the basic law, but only affects the transmission rate of moisture. The mass transmission model is fitted and verified through experimental data, and on this basis, the saturation change model of the concrete boundary layer is deduced, which appropriately describes the law of saturation change of the concrete boundary layer in one-dimensional transmission direction.

Key words: concrete, moisture transmission, boundary conditions, experimental study, bulk, slice

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