Moreno de Los Reyes Ana María, Paredes María Victoria, Guerrero Ana, Vegas-Ramiro Iñigo, Vasić Milica Vidak, Frías Moisés
Eduardo Torroja Institute for Construction Sciences, Spanish National Research Council (IETcc-CSIC), 28033 Madrid, Spain.
Tecnalia, Basque Research and Technology Alliance (BRTA), Astondo Bidea, ED. 700, Parque Tecnológico de Bizkaia, 48160 Derio, Spain.
Materials (Basel). 2025 Jul 9;18(14):3238. doi: 10.3390/ma18143238.
This research paper provides new insights into the impact of accelerated mineralization of alkaline waste materials on the physical and mechanical behavior of low-carbon cement-based mortars. Standardized eco-cement mortars were prepared by replacing Portland cement with 7% and 20% proportions of three alkaline waste materials (white ladle furnace slag, biomass ash, and fine concrete waste fraction) that had been previously carbonated in a static reactor at predefined humidity and CO concentration. The mortars' physical (total/capillary water absorption, electrical resistivity) and mechanical properties (compressive strength up to 90 d of curing) were analyzed, and their microstructures were examined using mercury intrusion porosimetry and computed tomography. The results reveal that carbonated waste materials generate a greater heat of hydration and have a lower total and capillary water absorption capacity, while the electrical resistivity and compressive strength tests generally indicate that they behave similarly to mortars not containing carbonated minerals. Mercury intrusion porosimetry (microporosity) indicates an increase in total porosity, with no clear refinement versus non-carbonated materials, while computed tomography (macroporosity) reveals a refinement of the pore structure with a significant reduction in the number of larger pores (>0.09 mm) and intermediate pores (0.001-0.09 mm) when carbonated residues are incorporated that varies depending on waste material. The construction and demolition waste (CCDW-C) introduced the best physical and mechanical behavior. These studies confirm the possibility of recycling carbonated waste materials as low-carbon supplementary cementitious materials (SCMs).
本研究论文为碱性废料加速矿化对低碳水泥基砂浆物理和力学性能的影响提供了新的见解。通过用7%和20%比例的三种碱性废料(白钢包炉渣、生物质灰和细混凝土废料)替代波特兰水泥,制备了标准化的生态水泥基砂浆,这些碱性废料先前已在静态反应器中于预定湿度和CO浓度下进行了碳酸化处理。分析了砂浆的物理性能(总吸水率/毛细吸水率、电阻率)和力学性能(养护90天内的抗压强度),并使用压汞法和计算机断层扫描技术对其微观结构进行了研究。结果表明,碳酸化废料产生更大的水化热,总吸水率和毛细吸水率较低,而电阻率和抗压强度测试总体表明,它们的性能与不含碳酸化矿物的砂浆相似。压汞法(微孔率)表明总孔隙率增加,与未碳酸化材料相比没有明显细化,而计算机断层扫描(大孔率)显示,当掺入碳酸化残渣时,孔隙结构得到细化,大于0.09毫米的大孔和0.001 - 0.09毫米的中孔数量显著减少,减少程度因废料而异。建筑拆除废料(CCDW - C)表现出最佳的物理和力学性能。这些研究证实了将碳酸化废料作为低碳辅助胶凝材料(SCMs)进行回收利用的可能性。