帮助 关于我们

返回检索结果

带损伤环氧涂层钢筋在Cl~-和碳化耦合作用下的腐蚀行为
Corrosion Behavior of Damaged Epoxy Coated Steel Bars Under the Coupling Effect of Chloride Ion and Carbonization

查看参考文献29篇

魏洁 1   魏英华 2   李京 2   赵洪涛 2   吕晨曦 2   董俊华 1 *   柯伟 3   何小燕 3  
文摘 通过与裸钢筋和完好涂层钢筋对比,研究了带损伤环氧涂层钢筋在Cl~-和碳化耦合作用下的腐蚀演化行为。在表征环氧涂层组成与结构特征的基础上,采用CLSM及Raman光谱分析涂层损伤处的腐蚀形貌及产物组成;采用腐蚀电位与电化学阻抗谱监测腐蚀过程,揭示腐蚀演化动力学规律。结果表明,无预制损伤的环氧涂层对钢基体具有良好的保护作用,在6种Cl~-及碳化侵蚀性环境中长期浸泡均未发生腐蚀。预制损伤涂层钢筋试样的腐蚀活化/钝化行为与未涂装的裸钢筋一致,均明显地受Cl~-和碳化影响。在无Cl~-且pH值为12.6和9.8的溶液中发生钝化;在无Cl~-且pH值为9.2的溶液以及0.6 mol/L NaCl的不同pH值溶液中均发生活化溶解,且腐蚀速率随时间延长呈增加趋势。在不含Cl~-溶液中,长期腐蚀后的腐蚀产物主要为α-FeOOH;而在不同pH值的含Cl~-溶液中,其腐蚀产物除α-FeOOH之外,还含有β-FeOOH及少量Fe_3O_4。在Cl~-和碳化耦合作用下,预制损伤涂层钢筋的腐蚀仅发生在损伤部位,腐蚀向基体深处扩展,不会造成其它部位涂层的剥离。
其他语种文摘 It is unavoidable for coated steel bars to be scratched during transportation and construction, which will lead to the damage of coating and exposure of steel matrix. Consequently, the corrosion resistance of coated steel bars after damage will directly affect the durability of structures. The corrosion evolution behavior of damaged epoxy coated steel bars under the coupling action of chloride ion and carbonization was studied by comparing with bare steel bars and perfectly coated steel bars. On the basis of characterizing the composition and structural characteristics of epoxy coating, the corrosion morphology and product composition at the damage site of the coating were analyzed by CLSM and Raman spectroscopy, and the corrosion process was monitored by corrosion potential and electrochemical impedance spectroscopy to reveal the dynamic of corrosion evolution. The results show that the epoxy coating without damage has a good protective effect on steel matrix, and no corrosion occurs during long-term immersion in all six solutions including the chloride ions and carbonization corrosive environments. The corrosion activation or passivation behavior of damaged coated steel bars is consistent with that of uncoated bare bars, which is obviously affected by chloride ion and carbonization. Passivation occurs in the system without Cl~- and with pH of 12.6 or 9.8. Activation dissolution occurs in the chloride-free system with pH of 9.2, and in the system of different pH values with 0.6 mol/L NaCl. In the active systems, the corrosion rate increases with time. In the chloride-free system, the corrosion products after long-term corrosion are mainly α-FeOOH, while in the chloride-containing system with different pH, the corrosion products contain not only α-FeOOH, but also β-FeOOH and a small amount of Fe_3O_4. Under the coupling action of chloride ion and carbonization, the corrosion of damaged coated steel bars occurs only in the damaged site, and the corrosion extends towards to the depth of the matrix, which will not cause the peeling of coatings in other sites.
来源 金属学报 ,2020,56(6):885-897 【核心库】
DOI 10.11900/0412.1961.2019.00302
关键词 环氧涂层钢筋 ; 腐蚀演化 ; Cl~- ; 碳化
地址

1. 中国科学院金属研究所, 沈阳材料科学国家研究中心, 沈阳, 110016  

2. 中国科学院金属研究所沈阳先进材料研发中心, 沈阳, 110016  

3. 中国科学院金属研究所材料环境腐蚀研究中心, 沈阳, 110016

语种 中文
文献类型 研究性论文
ISSN 0412-1961
学科 金属学与金属工艺
基金 国家自然科学基金 ;  中国科学院A类战略性先导科技专项项目 ;  沈阳市重大科技成果转化项目
文献收藏号 CSCD:6729614

参考文献 共 29 共2页

1.  金伟良. 混凝土结构耐久性. (第2版),2014:15 CSCD被引 1    
2.  Morris W. Corrosion of reinforced concrete exposed to marine environment. Corros. Rev,2002,20:469 CSCD被引 10    
3.  Moreno M. Corrosion of reinforcing steel in simulated concrete pore solutions: Effect of carbonation and chloride content. Corros. Sci,2004,46:2681 CSCD被引 35    
4.  Abd Elmoaty A E M. Four-years carbonation and chloride induced steel corrosion of sulfate-contaminated aggregates concrete. Constr. Build. Mater,2018,163:539 CSCD被引 2    
5.  Wang X H. Corrosion behavior of epoxy-coated reinforced bars in RC test specimens subjected to pre-exposure loading and wetting-drying cycles. Constr. Build. Mater,2016,119:185 CSCD被引 2    
6.  Zafeiropoulou T. Performance evaluation of organic coatings against corrosion in reinforced cement mortars. Prog. Org. Coat,2011,72:175 CSCD被引 4    
7.  Ahmad S. Evaluation of corrosion resistance of coated steel strips embedded in mortar under chloride exposure. Anti-Corros. Methods Mater,2015,62:29 CSCD被引 1    
8.  Cheng A. Effect of rebar coating on corrosion resistance and bond strength of reinforced concrete. Constr. Build. Mater,2005,19:404 CSCD被引 5    
9.  Zhou Q. Effects of coating/electroplating on corrosion resistance of steel bar in reinforced concrete. Adv. Mater. Res,2012,446/449:3176 CSCD被引 1    
10.  Nguyen T. Modes and mechanisms for the degradation of fusion-bonded epoxy-coated steel in a marine concrete environment. JCT Res,2004,1:81 CSCD被引 2    
11.  Lau K. Corrosion of epoxy-and polymer/zinc-coated rebar in simulated concrete pore solution. Corrosion,2009,65:681 CSCD被引 1    
12.  Venkatesan P. Corrosion performance of coated reinforcing bars embedded in concrete and exposed to natural marine environment. Prog. Org. Coat,2006,56:8 CSCD被引 12    
13.  Tang F J. Chloride-induced corrosion mechanism and rate of enamel-and epoxy-coated deformed steel bars embedded in mortar. Cem. Concr. Res,2016,82:58 CSCD被引 8    
14.  Singh D D N. Unexpected deterioration of fusion-bonded epoxy-coated rebars embedded in chloride-contaminated concrete environments. Corrosion,2005,61:815 CSCD被引 2    
15.  Pianca F. The performance of epoxy coated reinforcement: Experience of the Ontario ministry of transportation. Int. J. Mater. Prod. Technol,2005,23:286 CSCD被引 1    
16.  Montes P. Eighteen-year performance of epoxy-coated rebar in a tunnel structure subjected to a very aggressive chloride-contaminated environment. Corrosion,2004,60:974 CSCD被引 2    
17.  Erdogdu S. Accelerated testing of plain and epoxy-coated reinforcement in simulated seawater and chloride solutions. Cem. Concr. Res,2001,31:861 CSCD被引 15    
18.  Elleithy W M. Effect of holidays and surface damage to FBEC on reinforcement corrosion. Constr. Build. Mater,1998,12:185 CSCD被引 1    
19.  Keβler S. 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. Struct. Concr,2015,16:398 CSCD被引 1    
20.  Al-Dulaijan S U. Corrosion protection provided by chemical inhibitors to damaged FBEC bars. Constr. Build. Mater,2012,29:487 CSCD被引 1    
引证文献 1

1 马衍轩 海工钢筋环氧涂层的多尺度结构设计与防护性能调控研究进展 材料导报,2023,37(24):22050047
CSCD被引 0 次

显示所有1篇文献

论文科学数据集
PlumX Metrics
相关文献

 作者相关
 关键词相关
 参考文献相关

版权所有 ©2008 中国科学院文献情报中心 制作维护:中国科学院文献情报中心
地址:北京中关村北四环西路33号 邮政编码:100190 联系电话:(010)82627496 E-mail:cscd@mail.las.ac.cn 京ICP备05002861号-4 | 京公网安备11010802043238号