Zhou Hui, Huanan Liu, Bo Qi, Lianghao Zhai, Dan Qiu, Minzhen Wang, Jiashun Ding, Haoying Li, Hongquan Zhang, Tenghao Gao, Keyu Yue, Jianshan Song
To address the issue of insufficient strength in alkali-activated recycled concrete powder (RCP) mortar at high replacement rates, this study proposes the use of K-carrageenan (K-C) and aluminum silicate fibers (ASF) to construct a polymer-fiber composite reinforcement system. Through mechanical property testing and microscopic characterization methods such as scanning electron microscopy-energy dispersive spectroscopy (SEM-EDS), X-ray diffraction (XRD), and nitrogen adsorption, the study investigated the synergistic effects of these two materials on the mechanical properties and microstructure of alkali-activated recycled concrete powder (AAM) mortar. The results indicate that K-C significantly enhances mortar strength, with an optimal dosage of 0.6%; ASF suppresses crack propagation and maintains toughness through physical bridging effects, with an optimal dosage of 2%. A significant interaction effect was observed between the two in the analysis of variance, confirming their synergistic enhancement; The 28-day flexural strength of the A2C6 group exceeded the optimal values of the respective single-additive mixtures while maintaining high toughness, achieving a balanced optimization of strength and toughness. Microstructural analysis revealed that K-C improved matrix density and promoted the formation of cement paste with a high Ca/Si ratio; at a dosage of 0.3%, it reduced porosity, but further addition caused porosity to rise again due to viscosity effects; ASF releases Si/Al through alkali leaching to participate in matrix reactions, while simultaneously causing porosity to increase monotonically. This synergistic system provides a new approach for the efficient utilization and performance regulation of high-replacement-rate RCP, offering valuable insights for improving the utilization rate of construction and demolition waste.