干伟忠, 金伟良, RAUPACH M. 海洋环境混凝土结构耐久性原位监测原理和剩余寿命预报[J]. 工程力学, 2011, 28(增刊Ⅱ): 78-84,9.
引用本文: 干伟忠, 金伟良, RAUPACH M. 海洋环境混凝土结构耐久性原位监测原理和剩余寿命预报[J]. 工程力学, 2011, 28(增刊Ⅱ): 78-84,9.
GAN Wei-zhong, JIN Wei-liang, RAUPACH M. THE IN-SITU MONITORING PRINCIPLES AND THE RESIDUAL LIFE PREDICTION OF THE DURABILITY OF CONCRETE STRUCTURE IN MARINE ENVIRONMENT[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 78-84,9.
Citation: GAN Wei-zhong, JIN Wei-liang, RAUPACH M. THE IN-SITU MONITORING PRINCIPLES AND THE RESIDUAL LIFE PREDICTION OF THE DURABILITY OF CONCRETE STRUCTURE IN MARINE ENVIRONMENT[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 78-84,9.

海洋环境混凝土结构耐久性原位监测原理和剩余寿命预报

THE IN-SITU MONITORING PRINCIPLES AND THE RESIDUAL LIFE PREDICTION OF THE DURABILITY OF CONCRETE STRUCTURE IN MARINE ENVIRONMENT

  • 摘要: 该文介绍了海洋环境中混凝土结构耐久性原位监测研究与应用的新近进展。内容包括混凝土结构耐久性监测的概念、原理和作用,欧洲第一代混凝土结构耐久性预埋式梯形阳极和后置式无损监测传感单元及其系统,以及通过国际合作研究发展的基于电化学原理和光纤辅助技术的第二代耐久性监测技术,尤其是结构各部位钢筋脱钝腐蚀的个性化判据捕获方法和作为后置作业前提的微创介入技术。工程实践表明:对混凝土结构中钢筋的腐蚀状态进行持续监测,是确保基础设施设计使用寿命的切实可行的耐久性设计措施;源自原位活体混凝土的耐久性综合信息可以用于结构剩余寿命的预测和预报。

     

    Abstract: This paper introduces the recent development in the study and applications of the in-situ monitoring of concrete structures in marine environment. The author discusses the concept, theory and function of the monitoring of concrete structures, the first European generation of pre-embedded anode ladder of concrete structure durability and its system as well as the expansion ring anode and its system. More importantly, the paper includes the second generation of the durability monitoring techniques developed with international partners, based on the electrochemical principles and the optical fiber aided technology. The paper also discusses the personalized diagnostic criteria of corrosion after depassivation of different parts of the steel bar, the minimally invasive intervention, and the precondition of postposition. Practical results show that the consistent monitoring of the corrosion status of steel bar in concrete structures is a feasible measure in durability design, which ensures the life expectancy of basic facilities. Moreover, the durability information obtained from in-situ concrete might be applied to the residual life prediction of a structure.

     

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