Wang Hao, Wang Liang, Xu Ying, Cao Ke, Ge Yan, Wang Xuepeng, Li Qi
School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
Jiangsu Key Laboratory of Construction Materials, School of Materials Science and Engineering, Southeast University, Nanjing 211189, China.
Materials (Basel). 2022 Aug 4;15(15):5375. doi: 10.3390/ma15155375.
Sodium carbonate (NaCO), an environmentally friendly activator, has been shown to have vast potential for the development of sustainable alkali-activated slag mortars. However, NaCO-activated slag mortars exhibit a delayed reaction process and limited early-age strength development, restricting their wider application. In this work, the recycled concrete fines were calcined at a temperature of 800 °C for 1 h and then used as an auxiliary activator to improve the reaction kinetics of NaCO-activated slag mortars. The impact of the calcined recycled concrete fines (CRCF) dosage and NaCO concentration on the compressive strength, hydration kinetics, and phase assemblage of mortars was evaluated. The results show that CRCF can react directly with NaCO in the early stages, swiftly removing the CO in aqueous solution and providing an alkaline environment suitable for the dissolution of slag. This promotes the development of C-(A)-S-H, hydrotalcite, hemicarbonate, and monocarbonate. The hydration process and strength-giving phase of mortars can be improved further, as an increase in NaCO concentration increases the initial alkaline content. Additionally, the most remarkable compressive strength value of 39.2 MPa was observed at 28 days in the mortar with 6% sodium oxide equivalent (NaO-E) of NaCO and 15% CRCF because of the synergistic effect of CRCF and NaCO.
碳酸钠(Na₂CO₃)作为一种环境友好型激发剂,已被证明在可持续碱激发矿渣砂浆的开发方面具有巨大潜力。然而,碳酸钠激发矿渣砂浆表现出反应过程延迟和早期强度发展有限的问题,限制了它们的更广泛应用。在这项工作中,将再生混凝土细粉在800℃温度下煅烧1小时,然后用作辅助激发剂以改善碳酸钠激发矿渣砂浆的反应动力学。评估了煅烧再生混凝土细粉(CRCF)用量和碳酸钠浓度对砂浆抗压强度、水化动力学和物相组成的影响。结果表明,CRCF在早期可直接与碳酸钠反应,迅速去除水溶液中的CO₂并提供适合矿渣溶解的碱性环境。这促进了C-(A)-S-H、水滑石、碳酸氢盐和碳酸单酯的生成。随着碳酸钠浓度的增加,初始碱性含量提高,砂浆的水化过程和强度赋予相可进一步改善。此外,由于CRCF和碳酸钠的协同作用,在含有6%氧化钠当量(Na₂O-E)的碳酸钠和15%CRCF的砂浆中,28天时观察到最显著的抗压强度值为39.2MPa。