Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 40 Issue 7
Dec.  2014
Turn off MathJax
Article Contents
Hu Di, Zhao Yuxi, Gong Qihe, Jin Weiliang. CONCRETE SURFACE CHLORIDE ION CONCENTRATION VARYING WITH HEIGHT IN MARINE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 75-79. doi: 10.13204/j.gyjz201007020
Citation: Hu Di, Zhao Yuxi, Gong Qihe, Jin Weiliang. CONCRETE SURFACE CHLORIDE ION CONCENTRATION VARYING WITH HEIGHT IN MARINE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 75-79. doi: 10.13204/j.gyjz201007020

CONCRETE SURFACE CHLORIDE ION CONCENTRATION VARYING WITH HEIGHT IN MARINE ENVIRONMENT

doi: 10.13204/j.gyjz201007020
  • Received Date: 2009-10-15
  • Publish Date: 2010-07-20
  • Chloride ion is the main reason that impacts the durability of reinforced concrete structures in marine environment, while the surface chloride concentration of concrete structures is one of the most important factor influencing the transport process of chloride into structural concrete. Because of the different local environments for concrete structures at different heights, the surface chloride concentration varys with the heights. Based on the inspected data of surface chloride concentration from a concrete port which locates at eastern coastal area of Zhejiang Province, a single peak Gaussian distribution is proposed to describe the surface chloride concentration along the height of structure. A model of surface chloride using BP neural network is established to predict the distribution of the surface chloride concentration along the height. To find out the most serious chloride aggression region of reinforced concrete structures, probability based statistical analysis of inspection data from concrete ports of eastern coastal area of Zhejiang Province and Japan is carried out. The most serious chloride aggression height is from 0. 4 to 1. 6 m above the sea level, from 0. 285 to 0. 478 of water infiltration time ratio, where the anti-aggression capacity of chloride should be strengthened. Finally, according to the normalized inspected data, empirical equations are proposed to describe the influence of height and water infiltration time on surface chloride ion concentration based on a Gaussian Function.
  • loading
  • 金伟良,赵羽习. 混凝土结构耐久性[M]. 北京:科学出版社,2002.
    [2] Bamforth P B,Price W F,Emerso M. An International Review of Chloride Ingress Into Structural Concrete[R]. Technical Report,1996.
    [3] 柴信众. 天津港码头改造工程钢管桩牺牲阳极阴极保护[J].港工技术,2004(2) :37-39
    [4] 杭州湾大桥工程指挥部. 杭州湾跨海大桥土建工程施工:招标文件参考资料[R]. 2004.
    [5] 高祥杰. 海港码头氯离子侵蚀混凝土实测分析研究[D]. 杭州:浙江大学,2008.
    [6] 李佩珍,谢慧才. RCT快速氯离子检测方法及其应用[J].混凝土,2000(12) :46-48.
    [7] 胡狄. 氯离子侵蚀沿海混凝土结构规律研究[D]. 杭州:浙江大学,2009.
    [8] 姚昌建. 沿海码头混凝土设施受氯离子侵蚀的规律研究[D].杭州:浙江大学,2007.
    [9] 王晓舟. 混凝土结构耐久性能的概率预测与模糊综合评估[D]. 杭州:浙江大学,2009.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (85) PDF downloads(51) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return