首页|带轧皮预锈钢筋在混凝土养护期间的自然钝化行为研究

带轧皮预锈钢筋在混凝土养护期间的自然钝化行为研究

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以自然暴露3个月的带轧皮HRB400钢筋为研究对象,并与未暴露钢筋进行对比,采用开路电位测试、电化学阻抗谱测试研究了生锈钢筋和正常钢筋表面性能随浸泡时间的变化特征,并采用动电位极化曲线测试、Mott-Schottky曲线测试研究了 2种钢筋的可钝化性、表面耐蚀性能与半导体行为,此外通过XPS分析了 2种钢筋浸泡10 d后的组成成分.结果表明,2种钢筋均能在混凝土孔隙模拟液中完成钝化,5 d内表面均达到稳定,生锈钢筋的钝化效果、耐蚀性能均比正常钢筋略差,2种钢筋钝化前后的表面成分变化主要表现为Fe(Ⅱ)氧化物的明显降低和Fe(Ⅲ)氧化物、羟基氧化物的显著升高,正常钢筋比生锈钢筋钝化效果和耐蚀性能优异的原因是钝化后具有较低的Fe(Ⅱ)氧化物含量和较高的Fe(Ⅲ)化合物含量.
Natural Passivation Behavior of Pre-rusted Steel Rebar with Mill Scale in Curing Stage of Concrete
A mill scale may form on the steel surface during hot rolling process,which exhibits a cer-tain degree of anti-corrosion effect.When a large number of steel bars are used in a construction project,most of them may be naturally exposed to atmosphere for a long time,and thus the mill scale will turn in-to a loose and porous yellow-brown rust scale due to atmospheric corrosion.In order to understand the nature of the passivation behavior of pre-corroded steel rebars with mill scale during the concrete curing process,the electrochemical behavior of HRB400 rebars with mill scale before(bare bar)and after being atmospherically pre-corroded for 3 months(pre-corroded bar)was comparatively assessed in simulated concrete pore solution by means of open-circuit potential measurement,electrochemical impedance spec-troscopy,dynamic potential polarization curve,Mott-Schottky curve and XPS.The results show that the type of rebars can be completely passivated in the simulated concrete pore solution,whilst their surface all reached stability within 5 d.But the passivation effect and corrosion resistance of pre-corroded rebars are slightly worse than those of the bare rebars.The changes in surface composition of the two kind re-bars before and after passivation are mainly due to the significant decrease in Fe(Ⅱ)oxides,while signifi-cant increase in Fe(Ⅲ)oxides and hydroxyl oxides,and the excellent passivation effect and corrosion re-sistance of the bare rebars compared with the pre-corroded rebars are due to the lower Fe(Ⅱ)oxide con-tent and higher Fe(Ⅲ)compound content after passivation.

mill scalepre-rusted rebarconcrete pore solutionpassivation behavior

刘国强、张东方、陈昊翔、范志宏

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中交四航工程研究院有限公司水工构造物耐久性技术交通运输行业重点实验室 广州 510230

南方海洋科学与工程广东省实验室(珠海) 珠海 519080

广东港珠澳大桥材料腐蚀与工程安全国家野外科学观测研究站 珠海 519060

氧化皮 预锈钢筋 混凝土孔隙模拟液 钝化行为

国家重点研发计划

2019YFB1600700

2024

中国腐蚀与防护学报
中国腐蚀与防护学会 中国科学院金属研究所

中国腐蚀与防护学报

CSTPCD北大核心
影响因子:0.819
ISSN:1005-4537
年,卷(期):2024.44(2)
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