With the increasing generation of construction waste, the rational utilization of recycled micro powder has become crucial for the efficient development of construction waste resource recycling. This study investigates the chloride ion penetration performance of Recycled Composite Micro Powder Concrete (RCMPC) under freeze-thaw conditions. By incorporating Recycled Concrete Powder (RCP) and Recycled Brick Powder (RBP) in a ratio of 2:8 to replace various proportions of cement, specimens with different water-to-binder ratios (0.35, 0.45, 0.55) were designed and subjected to freeze-thaw cycles (FTC), pore structure analysis, rapid chloride ion migration, and diffusion tests. The results indicate that the frost resistance of the concrete decreases with the addition of Recycled Composite Micro Powder (RCMP). As the RCMP content increases, the mass loss rate and relative dynamic modulus decline, while the thickness of the damage layer increases. Moreover, the chloride ion migration coefficient and diffusion coefficient exhibit a linear increase with the number of FTC, with specimens containing higher RCMP content showing poorer chloride ion penetration performance. Based on the experimental results, this paper establishes a chloride ion diffusion model for RCMPC considering freeze-thaw damage, which demonstrates good predictive capability for the chloride ion diffusion behavior of RCMPC in freeze-thaw environments, providing a theoretical basis for its application in cold and marine regions.
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