A study of potential methods for controlling macro-cell corrosion of buried steel pipes in concrete/Soil systems by the addition of uric acid as a concrete admixtures

被引:0
|
作者
Nakayama, Norio [1 ]
Asakura, Shukuji [2 ]
机构
[1] Institute for Environmental Management Technology, National Institute of Advanced Industrial Science and Technology (AIST), Tsukuba, 305-8569, 16-1, Onogawa
[2] Yokohama National University, Hodogaya-ku, Yokohama, 240-8501, 79-5, Tokiwadai
来源
Zairyo to Kankyo/ Corrosion Engineering | 2009年 / 58卷 / 10期
关键词
Concrete; Inhibitor; Macro-cell corrosion; Pipe; Soil; Steel; Uric acid;
D O I
10.3323/jcorr.58.356
中图分类号
学科分类号
摘要
Severe localized corrosion of steel pipes, buried in concrete/soil systems (known as macro-cell corrosion), is induced by cathodic reactions on those steel surfaces that are located in the concrete, accompanied by anodic reactions (i.e., corrosion) on those surfaces that are located in the soil. The addition of cathodic inhibitors to the concrete, in the form of cement admixtures, is therefore expected to be an effective means of suppressing this phenomenon. Concrete test specimens (ordinary Portland cement; water/cement ratio: 61%), containing uric acid as the inhibitor have been formulated and the inhibitory effect of uric acid on the macro-cell corrosion has been examined by the measurement, over 862 days, of the currents flowing between the steel (SGP) pipes embedded in the concrete test specimens and those buried in soil. Dry mixing of 10% uric acid by weight was shown to decrease the currents, which indicates that macro-cell corrosion can be effectively controlled by uric acid. Addition of 0.3 or 3% uric acid was ineffective. This tendency was also supported by the results of weight-loss measurements of steel pipes buried in soil. The inhibitory effect becomes more predominant as the measurement time increases (inhibition efficiencies: 64% for 0-862 days, 78-91% for 297-862days).
引用
收藏
页码:356 / 362
页数:6
相关论文
共 8 条
  • [1] A study of the inhibitory effects of concrete admixtures on macro-cell corrosion of buried steel pipes in concrete/soil systems
    Nakayama, Norio
    Asakura, Shukuji
    Zairyo to Kankyo/ Corrosion Engineering, 2008, 57 (10): : 449 - 454
  • [2] Chloride ingress and macro-cell corrosion of steel in concrete made with recycled brick aggregate
    Tarek Uddin Mohammed
    Mahfuzur Rahman
    Ahmed Sabbir
    Mohammad Mehedi Hasan
    Abdullah Al Mamun
    Frontiers of Structural and Civil Engineering, 2021, 15 : 1358 - 1371
  • [3] Chloride ingress and macro-cell corrosion of steel in concrete made with recycled brick aggregate
    Mohammed, Tarek Uddin
    Rahman, Mahfuzur
    Sabbir, Ahmed
    Hasan, Mohammad Mehedi
    Al Mamun, Abdullah
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2021, 15 (06) : 1358 - 1371
  • [4] Numerical investigation on chloride-induced macro-cell corrosion of steel fiber reinforced concrete
    Ren, Mingqian
    Wang, Zhao
    Aoki, Hiroaki
    Takahashi, Hideaki
    Maekawa, Koichi
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 455
  • [5] Macro-cell corrosion between crossed steel bars and its influence on capacities of reinforced concrete structural members
    Dong Z.
    Gu X.
    Zhang W.
    Yuan Q.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (01): : 105 - 112
  • [6] Experimental and numerical analysis of the effects of different repair mortars on the controlling factors of macro-cell corrosion in concrete patch repair
    Ghoddousi, Parviz
    Haghtalab, Mostafa
    Javid, Ali Akbar Shirzadi
    CEMENT & CONCRETE COMPOSITES, 2021, 121
  • [7] Defects in epoxy-coated reinforcement and their impact on the service life of a concrete structure A study of critical chloride content and macro-cell corrosion A study of critical chloride content and macro-cell corrosion
    Kessler, Sylvia
    Angst, Ueli
    Zintel, Marc
    Gehlen, Christoph
    STRUCTURAL CONCRETE, 2015, 16 (03) : 398 - 405
  • [8] Unique Declining Electrochemical Trend of Macro-Cell Half-Cell Potential with Increase in Temperature at Constant High Humidity for Corroding Steel Bars in Repaired Concrete Patches
    Wasim, Muhammad
    Hussain, Raja Rizwan
    INTERNATIONAL JOURNAL OF ELECTROCHEMICAL SCIENCE, 2012, 7 (02): : 1412 - 1423