Li Yue, Wang Hailong, Wei Lisi, Guo Haolong, Ma Kuo
College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010010, China.
Inner Mongolia Autonomous Region Water Resources and Hydropower Survey and Design Institute China, Hohhot 010050, China.
Materials (Basel). 2024 Jan 3;17(1):258. doi: 10.3390/ma17010258.
To tackle carbon emissions from cement production and address the decline in concrete's mechanical properties due to the substitution of cement with solid waste (glass powder) and natural mineral admixture (zeolite powder) materials, we employed glass powder and zeolite powder to create composite cementitious materials. These materials underwent alkali activation treatment with a 4% NaOH dosage, replacing 50% of cement to produce low-carbon concrete. Nanoindentation tests and mercury intrusion porosimetry (MIP) were employed to uncover the micro-mechanical properties and influencing mechanisms of alkali-activated low-carbon concrete. The results indicate a notable enhancement in the indentation modulus (19.9%) and hardness (25.9%) of alkali-activated low-carbon concrete compared to non-activated concrete. Simultaneously, the interfacial transition zone thickness decreased by 10 µm. The addition of NaOH led to a reduced volume fraction of pores (diameter >100 nm) and an increased fraction of pores (diameter < 100 nm), thereby reducing porosity by 2.6%, optimizing the pore structure of low-carbon concrete. The indentation modulus, hardness and volume fraction of the hydrated phase derived from Gaussian fitting analysis of the nanoindentation statistics showed that NaOH significantly improved the modulus and hardness of the hydration products of low-carbon concrete. This activation resulted in decreased LDC-S-H gel (low-density hydrated calcium silicate CaSiO(OH)·4HO) and pore content, while the HD C-S-H gel (high-density hydrated calcium silicate CaSiO(OH)·4HO) and CH (calcium hydroxide crystals Ca(OH)) content increased by 13.91% and 23.46%, respectively. Consequently, NaOH influenced the micro-mechanical properties of low-carbon concrete by generating more high-density hydration products, reducing pore content, enhancing the pore indentation modulus and hardness, and shortening the interfacial transition zone. This study offers novel insights into reducing carbon emissions and promoting the use of solid waste (glass powder) and natural mineral admixture (zeolite powder) materials in concrete, contributing to the advancement of sustainable construction practices.
为应对水泥生产中的碳排放,并解决因用固体废弃物(玻璃粉)和天然矿物掺合料(沸石粉)替代水泥而导致混凝土力学性能下降的问题,我们采用玻璃粉和沸石粉制备了复合胶凝材料。这些材料用4%的NaOH进行碱激发处理,替代50%的水泥来生产低碳混凝土。采用纳米压痕试验和压汞法(MIP)来揭示碱激发低碳混凝土的微观力学性能及影响机制。结果表明,与未激发的混凝土相比,碱激发低碳混凝土的压痕模量提高了19.9%,硬度提高了25.9%。同时,界面过渡区厚度减小了10μm。NaOH的加入使孔径大于100nm的孔隙体积分数降低,孔径小于100nm的孔隙分数增加,从而使孔隙率降低了2.6%,优化了低碳混凝土的孔结构。通过对纳米压痕统计数据的高斯拟合分析得出的水化相的压痕模量、硬度和体积分数表明,NaOH显著提高了低碳混凝土水化产物的模量和硬度。这种激发作用导致低密度水化硅酸钙凝胶(LDC-S-H凝胶,CaSiO(OH)·4H₂O)和孔隙含量降低,而高密度水化硅酸钙凝胶(HD C-S-H凝胶,CaSiO(OH)·4H₂O)和氢氧化钙晶体(CH,Ca(OH)₂)含量分别增加了13.91%和23.46%。因此,NaOH通过生成更多高密度水化产物、减少孔隙含量、提高孔隙压痕模量和硬度以及缩短界面过渡区来影响低碳混凝土的微观力学性能。本研究为减少碳排放以及促进固体废弃物(玻璃粉)和天然矿物掺合料(沸石粉)在混凝土中的应用提供了新的见解,有助于推动可持续建筑实践的发展。