Research Progress on Corrosion of Prestressed Reinforcement in Concrete Bridges
SHAN Zhilong1,2, HOU Fujin3, MEI Bo4, LIU Qingyang5, ZHANG Shouqi1,*, ZHANG Yunsheng2,*, LU Zhenbao1
1 Research and Development Center of Transport Industry of Intelligent Manufacturing Technologies of Transport Infrastructure Ministry of Transport, PRC, China-road Transportation Verification & Inspection Hi-Tech Co., Ltd., Beijing 100088, China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 3 Shandong Hi-Speed Group, Jinan 250098, China 4 Guangdong Provincial Highway Construction Co., Ltd., Guangzhou 511447, China 5 Hainan Traffic Control Highway Engineering Maintenance Co., Ltd., Haikou 570203, China
Abstract: With the rapid development of infrastructure construction in China, the durability of prestressed concrete structures has become increasingly prominent, especially the corrosion of prestressed steel bars. In this paper, the mechanism, detection method, protection and repair technology of prestressed steel bar corrosion are systematically reviewed. The applicability of electrochemical repair technology in the repair of prestressed steel bar corrosion is discussed. The applicability of non-destructive testing technology represented by acoustic emission in the detection of prestressed steel bar corrosion is analyzed, and the future development trend of the repair method and detection technology of prestressed steel bar corrosion is discussed. The analysis shows that the non-destructive testing technology of acoustic emission is limited to the initial detection of prestressed steel bar corrosion, and the electrochemical repair technology is not suitable for the repair of prestressed steel bar corrosion because of its hydrogen effect. In the following research, on the one hand, attempts should be made to combine the new non-destructive testing technology with the electrochemical detection technology to find a corrosion quantitative grade interval;on the other hand, the corrosion mechanism of hydrogen embrittlement fracture of prestressed steel bars should be improved to overcome the hydrogen effect of electrochemical repair. Based on the importance of passivation film protection, the passivation of prestressed steel bars by introducing molybdate, repassivation and the protection of prestressed steel bars by introducing inert gas are analyzed. It provides a reference for solving the problem of prestressed reinforcement corrosion.
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