温度对钢筋在模拟混凝土孔隙液中点蚀性能的影响
作者:
基金项目:

国家重点基础研究发展计划(973计划)项目(2014CB643300);国家科技基础条件平台建设项目


Influence of Temperature on Pitting Corrosion of Steel Rebar in Simulated Concrete Pore Solution
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [32]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    应用动电位极化、电化学阻抗谱(EIS)、MottSchottky曲线、恒电位极化和浸泡方法研究了HRB400钢筋在NaCl质量分数为01%的饱和Ca(OH)2模拟混凝土孔隙液中的点蚀性能.结果表明:随着模拟液温度的升高,HRB400钢筋的自腐蚀电位负移,腐蚀电流密度增大,点蚀电位降低,钝化膜阻抗降低;发生点蚀的孕育期缩短,点蚀敏感性增加;均匀腐蚀速率增大且其表面在较高的温度下出现了明显的点蚀坑;在不同模拟液温度下,HRB400钢筋的半导体类型和性质发生了改变.

    Abstract:

    The electrochemical behaviors of HRB400 steel rebar specimens were investigated by potentiodynamic polarization, electrochemical impendence spectroscopy(EIS), Mott Schottky curve, constant potential polarization and immersion test in Ca(OH)2 saturated solution containing 01%(by mass) NaCl. The results show that with the increase of the solution temperature, corrosion potential and pitting corrosion potential decrease, corrosion current density increases, the impedance of passive film decreases. The semi conductive styles and properties of passive film change at different solution temperatures. The pregnancy time of pitting corrosion is shortened and the sensitivity of pitting corrosion increases remarkably as the solution temperature increases. In addition, with the increase of solution temperature, the uniform corrosion rate of HRB400 steel rebar increases, serious pitting corrosion appeares on the surface of the specimens at higher solution temperatures.

    参考文献
    [1]王全凤,沈章春,杨勇新,等.HRB400级钢筋混凝土短柱抗震试验研究[J].建筑结构学报,2008,29(2):114 117.
    WANG Quanfeng,SHEN Zhangchun,YANG Yongxin,et al.Seismic behavior of HRB400 reinforcement concrete short columns[J].Journal of Building Structures,2008,29(2):114 117.(in Chinese)
    [2]完卫国,李德华,郭湛,等.节约型铌微合金化HRB400钢筋的成分与工艺研究[J].钢铁研究,2011,39(1):18 22.
    WAN Weiguo,LI Dehua,GUO Zhan,et al.Research on chemical composition and manufacture process of economy Nb microalloying HRB400 ribbed bar[J].Research on Iron & Steel,2011,39(1):18 22.(in Chinese)
    [3]李贵阳,马立明,张志强,等20MnSiNb HRB400钢筋生产实践[J].炼钢,2006,41(5):53 56.
    LI Guiyang, MA Liming,ZHANG Zhiqiang,et al.Production practice of 20MnSiNb HRB400 rebar[J].Iron and Steel,2006,41(5):53 56.(in Chinese)
    [4]DU Y L,SHI Z M.The state of art on corrosion and prevention of reinforced concrete[J].Journal of Jilin Institute of Technology,1998,19(2):1 8.
    [5]张克波,黄利.锈蚀钢筋混凝土梁桥结构性能退化的可靠性分析[J].中外公路,2014,34(1):143 167.
    ZHANG Kebo, HUANG Li.Reliability analysis of structural properties of corroded reinforced concrete beam bridge degradation[J].Journal of China & Foreign Highway,2014,34(1):143 167.(in Chinese)
    [6]沈德建,吴胜兴.大气环境锈蚀钢筋混凝土梁力学性能试验研究及分析[J].土木工程学报,2009,42(8):75 83.
    SHEN Dejian,WU Shengxing.Experimental study and analysis on the mechanical performance of corroded reinforcement concrete beams in atmospheric environment[J].China Civil Engineering Journal,2009,42(8):75 83.(in Chinese)
    [7]施锦杰,孙伟.混凝土中钢筋锈蚀研究现状与热点问题分析[J].硅酸盐学报,2010,38(9):1753 1764.
    SHI Jinjie,SUN Wei.Recent research on steel corrosion in concrete[J].Journal of the Chinese Ceramic Society,2010, 38(9):1753 1764.(in Chinese)
    [8]葛燕,朱锡昶,李岩.桥梁钢筋混凝土结构防腐蚀[M].北京:化学工业出版社,2011:7 11.
    GE Yan,ZHU Xichang,LI Yan.Corrosion of reinforced concrete bridge structures[M].Beijing:Chemical Industry Press, 2011:7 11.(in Chinese)
    [9]蒋连接,袁迎曙.锈蚀钢筋混凝土压弯构件的恢复力模型[J].混凝土,2011(6):31 37.
    JIANG Lianjie,YUAN Yingshu.Restoring force model corroded reinforced concrete column for axial load and moment[J].Concrete,2011(6):31 37.(in Chinese)
    [10]TUMIDAJSKI P J,CHAN G W.Boltzinann Matano analysis of chloride diffusion into blended cement concrete[J].Journal of Materials in Civil Engineering,1996,8(4):195 200.
    [11]STEPHEN L A,DWAYNE A J,MATTHEW A M,et al.Predicting the service life of concrete marine structures:An environmental methodology[J].ACI Structural Journal,1998,95(2):205 214.
    [12]PRADHAN B,BHATTACHARJEE B.Performance evaluation of rebar in chloride contaminated concrete by corrosion rate[J].Construction and Building Materials,2009,23(6):2346 2356.
    [13]SCHIESSL P,RAUPACH M.Chloridinduzierte corrosion von stahlim beton[J].Beton Informationen,1990,30(5):43 55.
    [14]TUUTTI K.Service life of structures with regard to corrosion of embedded steel[C]∥Rilem Quality Control of Concrete Structures.Stockholm,Sweden:[s.n.],1979:293 299.
    [15]VARGOVA M.Significance of the ambient temperature and the steel materials in the process of concrete reinforcement corrosion[J].Construction and Building Materials,1997,11(2):99 103.
    [16]EGHBALI F,MOAYED M H,DAVOODI A,et al.Critical pitting temperature (CPT) assessment of 2205 duplex stainless steel in 01 M NaCl at various molybdate concentrations[J].Corrosion Science,2011,53(1):513 522.
    [17]EBRAHIMI N,MOMENI M,KOSARI A,et al.A comparative study of critical pitting temperature(CPT)of stainless steels by electrochemical impedance spectroscopy(EIS),potentiodynamic and potentiostatic techniques[J].Corrosion Science,2012,59:96 102.
    [18]MOAYED M H,NEWMAN R C.Deterioration in critical pitting temperature of 904L stainless steel by addition of sulfate ions[J].Corrosion Science,2006,48(11):3513 3530.
    [19]ZAKERI M,MOAYED M H.Investigation on the effect of nitrate ion on the critical pitting temperature of 2205 duplex stainless steel along a mechanistic approach using pencil electrode[J].Corrosion Science,2014,85:222 231.
    [20]魏欣,董俊华,佟健,等.温度对Cr26Mol超纯高铬铁素体不锈钢在35%NaCl溶液中耐点蚀性能的影响[J].金属学报,2012,48(4):502 507.
    WEI Xin,DONG Junhua,TONG Jian, et al.Influence of temperature on pitting corrosion resistance of Cr26Mol ultra pure high chromium ferrite stainless steel in 35%NaCl solution[J].Acta Metallurgica Sinica,2012,48(4):502 507.(in Chinese)
    [21]GERINGER J,MACDONALD D D.Modeling fretting corrosion wear of 316L SS against polymethyl methacrylate with the point defect model:Fundamental theory,assessment,and outlook[J].Electrochimica Acta,2012,79(30):17 30.
    [22]周欣,陈韧,杨怀玉,等.糖苷对碱性溶液中钢筋表面钝化膜性能的影响[J].中国腐蚀与防护学报,2014,34(2):125 130.
    ZHOU Xin,CHEN Ren,YANG Huaiyu,et al.Effect of pentaerythritol glycoside on performance of passive film formed on steel rebar in saturated Ca(OH)2 solution captaining 35%NaCl[J].Journal of Chinese Society for Corrosion and Protection,2014,34(2):125 130.(in Chinese)
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

刘明,程学群,李晓刚,金柱,刘海霞,高鑫.温度对钢筋在模拟混凝土孔隙液中点蚀性能的影响[J].建筑材料学报,2015,18(6):999-1005

复制
分享
文章指标
  • 点击次数:848
  • 下载次数: 0
  • HTML阅读次数: 0
  • 引用次数: 0
历史
  • 收稿日期:2014-06-30
  • 最后修改日期:2014-07-30
  • 在线发布日期: 2015-12-18
文章二维码