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EXPERIMENTAL STUDY ON STRAY CURRENT CORROSION OFREBAR IN SUBWAY TUNNEL

机译:地铁隧道钢筋杂散电流腐蚀试验研究

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Stray current corrosion of rebar in subway tunnel was studied in this paper. Reinforcedrnconcrete specimen was prepared as actual condition. The overpotential of rebar keep at about 0.5V byrncontrol the stray current. The corrosion experiment last one year. The result of weight-loss methodrnshowed that the average corrosion rate of the rebar was 2.388 ×10-3 g·(m 2 ·h) -1, and corrosion depth isrn2.682 ×10-3 mm·a -1 after one year's experiment, keeping overpotential at 0.5V. But relatively seriousrnlocalized corrosion was also found in the experiment.rnOpen-circuit-potential of the rebar shifted in noble direction at the beginning of the experiment and thenrnarrived at a steady level.rnX-ray diffraction analysis for the corrosion product showed that the main component of the corrosionrnproduct was Fe2O3·H2O, some silicon compound was also found and Cl was undiscovered. The energyrndispersion spectroscopy (EDS) analysis of the corrosion product also showed that the main peak were Fernand O, the other lower peak were silicon and calcium, and Cl peak was not found. That was to say that thernmain component of corrosion product derived from the steel and cement and no other unusual componentrnwere found, which was consistent with the result of X-ray diffraction analysis.
机译:本文研究了地铁隧道中钢筋的杂散电流腐蚀问题。根据实际情况准备钢筋混凝土标本。通过控制杂散电流,钢筋的过电势可保持在0.5V左右。腐蚀实验持续一年。失重法的结果表明,一年后钢筋的平均腐蚀速率为2.388×10-3 g·(m 2·h)-1,腐蚀深度为2.682×10-3 mm·a -1。实验,将过电势保持在0.5V。但是在实验中还发现了相对严重的局部腐蚀现象。实验开始时钢筋的开路电位向高贵方向移动,然后稳定地到达。腐蚀产物的X射线衍射分析表明,主要成分腐蚀产物为Fe2O3·H2O,还发现了一些硅化合物,未发现Cl。腐蚀产物的能量色散谱(EDS)分析还显示,主要峰为Fernand O,另一个较低峰为硅和钙,而未发现Cl峰。也就是说,腐蚀产物的主要成分来自钢和水泥,没有发现其他异常成分,这与X射线衍射分析的结果一致。

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