摘要
通过磷酸镁水泥体系和普通水泥中的钢筋锈蚀的对比实验,利用电化学工作站,分析钢筋锈蚀过程中的开路电位和极化曲线,研究了磷酸镁水泥体系的钢筋锈蚀行为。同时利用光学显微镜观察了不同龄期的磷酸镁水泥中钢筋的锈蚀形貌。结合磷酸镁水泥水化过程中pH值的变化和极化曲线理论深究了磷酸镁水泥体系抗钢筋锈蚀能力的机理。研究表明,磷酸镁水泥具有很强的抗钢筋锈蚀能力。磷酸镁水泥体系中的钢筋锈蚀行为虽然存在,但是其发展非常缓慢。磷酸镁水泥pH值的变化以及弱碱环境中磷酸铵金属络合物的形成是磷酸镁水泥抗钢筋锈蚀能力的控制因素。
The open circuit potential and polarization characteristics of reinforcing bar during corrosion were analyzed and the corrosion behavior of reinforcing bar in magnesium phosphate cement(MPC) was investigated, in which electrochemical workstation was used for comparison of reinforcing bar corrosion behaviors in MPC and ordinary cement. Meanwhile, the corrosion morphology of reinforcing bar in MPC at different ages of concrete was observed under optical microscope. Moreover, the mechanism of resistance of reinforcing bar in MPC to corrosion was explored based on pH changes and polarization curve theory during MPC hydration. Research demonstrated the strong resistance of MPC reinforcing bar to corrosion. There was corrosion behavior within reinforcing bar in MPC, but the corrosion rate was extremely slow. The pH changes of MPC and formation of ammonium phosphate metal complex in weak base environment were thought to be control factors of resistance of reinforcing bar in MPC to corrosion.
引文
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