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Study on Corroded Detection of Bridge Prestressed Reinforcement Based on the Magnetic Flux Leakage method

机译:基于漏磁法的桥梁预应力钢筋腐蚀检测研究

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As the pretressed reinforcement of prestressed concrete structure leads to rust, it would bring serious disadvantage effect to load capacity of the concrete members and reduce the reliability of all concrete structure greatly more than that of ordinary steel caused. If the prestressed reinforcement can be detected in time, the prestressed concrete structure would be got effective maintenance. In the paper, magnetic leakage testing method used in ordinary steel detection is applied to test the simulation corrosion bug of the prestressed reinforcement in bridge with nondestructive mode. The result of experiment indicates that in the distance of 100 mm from the concrete surface the magnetic leakage testing method can detect effectively the loss ratio of cross-section more than 20 percent of a hank of prestressed strands caused by a part of prestressed strands corroded to break. At last, the paper also puts forward the experiment problems in existence and the improvement methods.
机译:由于预应力混凝土结构的预应力增强会导致生锈,这将给混凝土构件的承载力带来严重的不利影响,并使所有混凝土结构的可靠性大大低于普通钢。如果能够及时发现预应力钢筋,则可以对预应力混凝土结构进行有效的维护。本文采用普通钢检测中使用的漏磁测试方法,以无损模式对桥梁中预应力钢筋的模拟腐蚀缺陷进行测试。实验结果表明,在距混凝土表面100 mm的距离内,漏磁测试方法可以有效地检测到因部分预应力钢绞线腐蚀而导致的截面预应力钢绞线损耗率超过20%。休息。最后,提出了实验中存在的问题和改进方法。

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