干湿循环下混凝土中钢筋腐蚀的电化学检测

CORC > 厦门大学 > 2010年第16卷

	干湿循环下混凝土中钢筋腐蚀的电化学检测; Electrochemical Detection for the Corrosion of Reinforcing Steel in Concrete During Immersion and Drying Cycles
	贾丙丽 ; 曹发和 ; 陈安娜 ; 张鉴清 ; JIA Bing-li ; CAO Fa-he ; CHEN An-na ; ZHANG Jian-qing
刊名	http://electrochem.xmu.edu.cn/CN/abstract/abstract8378.shtml
	2010-11-28
关键词	钢筋混凝土电化学噪声电化学阻抗谱 steel concrete electrochemical noise electrochemical impedance spectroscopy
英文摘要	应用电化学噪声技术,结合电化学阻抗谱研究了干湿循环条件下3种不同pH值的3.5%NaCl溶液中混凝土钢筋的腐蚀过程.结果表明,钢筋的腐蚀分为3个阶段:钝化膜的溶解期、腐蚀活化期和腐蚀产物的累积期.在pH1的溶液中经过30个干湿循环后主要以均匀腐蚀为主,而对pH3和pH7溶液,则主要以点蚀为主,散粒噪声分析证实了混凝土中钢筋在强酸性溶液中更容易发生腐蚀.电化学阻抗谱分析也进一步说明了混凝土中钢筋的腐蚀经历了3个阶段:第1阶段Nyquist谱图中出现两个时间常数,高频区为混凝土层的容抗性质,低频区为钢筋与混凝土界面的电荷转移电阻;第2阶段,中频区增加一个时间常数,这与腐蚀产物的累积有关;第3阶段,随着腐蚀产物向混凝土中的扩散,中频区容抗弧有所减小,特别是pH1体系,中频弧几乎消失.SEM形貌表征观察到随着溶液酸度的增加钢筋表面的锈层明显增多.; The corrosion behavior of reinforcing steel in concrete under dry-wet cycle condition has been studied by electrochemical noise(EN) compared with the electrochemical impedance spectroscopy(EIS),SEM micrographs and EDS.The statistical method has been employed to analyze the EN data of reinforcing steel in concrete,which revealed three different corrosion stages of reinforcing steel in concrete,including the dissolution of the passive film,the active corrosion and the cumulation of corrosion product.The wavelet transform has also been employed,which indicated that steel in concrete with pH 1 is associated with uniform corrosion,while steel in concrete with pH 3 and pH 7 are associated with localized corrosion,such as pitting corrosion.From the analysis of the shot noise theory,it was found that pitting corrosion is enhanced in pH 1 solution.Electrochemical impedance spectroscopy(EIS) also indicated that there were three corrosion stages of reinforcing steel in concrete.During the first stage,the spectrum consists of two capacitive loops,indicating that the reinforced concrete system contained two time constants.The first loop in the high frequency region was related to the capacitance and resistance of the concrete,while the second capacitive loop in the low frequency corresponding to the steel-concrete interface;during the second stage,there are three capacitive loops in the spectrum,the second capacitive loop in the intermediate frequency region should be ascribed to the rust layer of the steel;during the third stage,due to the diffusion of the corrosion product,the diameter of the semi-circles in the intermediate frequency region begins to decrease,especially in pH 1 system,it drops to very low value.; 作者联系地址：浙江大学化学系;; Author's Address: Department of Chemistry,Zhejiang University,Hangzhou 310027,China
语种	中文
出版者	厦门大学《电化学》编辑部
内容类型	期刊论文
源URL	[http://dspace.xmu.edu.cn/handle/2288/58299]
专题	2010年第16卷
推荐引用方式 GB/T 7714	贾丙丽,曹发和,陈安娜,等. 干湿循环下混凝土中钢筋腐蚀的电化学检测, Electrochemical Detection for the Corrosion of Reinforcing Steel in Concrete During Immersion and Drying Cycles[J]. http://electrochem.xmu.edu.cn/CN/abstract/abstract8378.shtml,2010.
APA	贾丙丽.,曹发和.,陈安娜.,张鉴清.,JIA Bing-li.,...&ZHANG Jian-qing.(2010).干湿循环下混凝土中钢筋腐蚀的电化学检测.http://electrochem.xmu.edu.cn/CN/abstract/abstract8378.shtml.
MLA	贾丙丽,et al."干湿循环下混凝土中钢筋腐蚀的电化学检测".http://electrochem.xmu.edu.cn/CN/abstract/abstract8378.shtml (2010).