钢筋混凝土梁修补技术对其钢筋锈蚀性能的影响
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北京自然基金重大课题(8100001),国家科技支撑项目(2011BAE27B04-7)


The Performance of Steel Corrosion of Damaged Concrete Structures with Different Repair Techniques
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    摘要:

    采用了6种修补材料及其配套方法对已经受弯损伤的钢筋混凝土梁进行了修补,基于线性极化法评价了修补后构件在5%硫酸镁溶液中钢筋的锈蚀情况。结果表明:不同的修补材料及其配套方法,对修补后构件的钢筋锈蚀性能影响显著。其中,采用水泥基修补砂浆结合锌丝的牺牲阳极保护方法提高构件的抗锈蚀效果最为明显。而且极化电阻和锈蚀电流密度之间存在明显的指数关系,得到了极化电阻和锈蚀电流密度之间的关系式。

    Abstract:

    The reinforced concrete beams which have been bending damaged are repaired by the six kinds of repair materials and its related methods. Based on the linear polarization method, the corrosion situations of the steel bars in the repaired concrete structures were studied, which were immersed in 5% magnesium sulfate. The results show that: different repair materials and its related methods, significantly affect the steel corrosion performance of patched members. The repairing method, cement-based repair mortar with zinc wire connected with the bar, can most effectively improve anti-corrosion ability of reinforced concrete. There is an exponential relationship between the polarization resistance and corrosion current density, and the relationship formula between the polarization resistance and corrosion current density was put forward.

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李悦,辜中伟.钢筋混凝土梁修补技术对其钢筋锈蚀性能的影响[J].土木与环境工程学报(中英文),2013,35(Z1):27-31. Li Yue, Gu Zhongwei. The Performance of Steel Corrosion of Damaged Concrete Structures with Different Repair Techniques[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(Z1):27-31.[doi]

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  • 在线发布日期: 2013-07-16
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