土工基础 ›› 2023, Vol. 37 ›› Issue (3): 539-544.

• 测试技术 • 上一篇    

珊瑚礁砂混凝土盐雾侵蚀试验研究

李洪利1,吴文娟2   

  1. (1.山东高速集团有限公司智慧管理中心,济南 250000;2.山东省交通科学研究院,济南 250000)
  • 收稿日期:2023-05-18 修回日期:2023-05-24 出版日期:2023-06-30 发布日期:2023-07-06
  • 通讯作者: 吴文娟(1991-),女,高级工程师,博士,研究方向为珊瑚礁材料性质与应用、道路材料与结构等。
  • 作者简介:李洪利(1990-),男,工程师,硕士,研究方向为岩土工程及道路与桥梁工程等。
  • 基金资助:
    国家自然科学基金青年项目南海吹填钙质砂土密实的物理与化学过程研究NO.42107213

Experimental Study of Salt Spray Corrosion of Coral Sand Concrete

LI Hongli1, WU Wenjuan2   

  1. (1.Shandong HI-SPEED GROUP Intelligent Management Center, Jinan 250000;
    2.Shandong Transportation Research Institute, Jinan 250000)
  • Received:2023-05-18 Revised:2023-05-24 Online:2023-06-30 Published:2023-07-06

摘要: 为探究珊瑚礁砂混凝土在盐雾侵蚀环境中的适应性及其规律,进行室内加速模拟试验,试验结果表明:强度等级高的珊瑚礁砂混凝土较低强度等级的在盐雾侵蚀环境下的适应性好,普通混凝土的抗盐雾侵蚀能力要高于同强度等级的珊瑚礁砂混凝土;珊瑚礁砂混凝土的抗压强度随盐雾侵蚀时间的增长先增大后减小;普通混凝土的抗压强度的降低程度要小于同强度等级的珊瑚礁砂混凝土;由于腐蚀产物的累积,各组珊瑚礁砂混凝土(CA-20除外)的质量随盐雾侵蚀时间的增长而增加,CA-20因侵蚀后期表面微小剥落而质量下降;各组珊瑚礁砂混凝土的表面氯离子浓度随盐雾侵蚀时间的增长呈先快速增长后缓慢增长的趋势,各组珊瑚礁砂混凝土的表观氯离子浓度随盐雾侵蚀时间的增长而呈先快速下降后逐渐平稳的趋势,同一侵蚀时间下,普通混凝土的表面氯离子浓度和表观氯离子扩散系数均要小于同强度等级的珊瑚礁砂混凝土。


关键词: 珊瑚礁沙, 盐雾侵蚀, 物理力学性能, 氯离子含量

Abstract: To explore the adaptability and mechanism of the coral sand concrete under the salt spray corrosion environment, the laboratory accelerated simulation tests were conducted. The test results showed that the coral sand concrete with the high strength level had a better adaptability under the salt spray corrosion environment compared to the coral sand concrete with the low strength level. The resistance of the conventional concrete to the salt spray corrosion was higher than that of the coral sand concrete with the same strength level; The compressive strength of the coral sand concrete first increases and then decreases with the increase of the salt spray corrosion time; The reduction in the compressive strength of the conventional concrete is smaller than that of the coral sand concrete of the same strength grade; Due to the accumulation of the corrosion products, the quality of each group of coral sand concrete (excluding CA-20) increases with the increase of the salt spray corrosion time, while the quality of CA-20 decreases due to small surface peeling in the later stage of the corrosion; The surface chloride ion concentration of each group of the coral sand concrete shows a trend of first rapid increase and then slow increase with the increase of the salt spray corrosion time. The apparent chloride ion concentration of each group of the coral sand concrete shows a trend of first rapid decrease and then gradually stable with the increase of the salt spray corrosion time. Under the same erosion time, the surface chloride ion concentration and the apparent chloride ion diffusion coefficient of the conventional concrete are lower than those of the coral sand concrete of the same strength grade.

Key words: Coral Sand, Salt Spray Corrosion, Physical and Mechanical Properties, Chloride Ion Content

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