Ren Suoying, Li Liang, Zhao Xianhui, Wang Haoyu, Zhao Renlong
Department of Science and Technology, Tianjin Renai College, Tianjin 301636, China.
School of Civil Engineering, Tianjin Renai College, Tianjin 301636, China.
Materials (Basel). 2024 Dec 18;17(24):6188. doi: 10.3390/ma17246188.
Civil briquette furnace slag (FS), as a type of industrial solid waste, is not currently being recycled as a resource by the building materials industry. This study focuses on the potential of FS in the formulation of alkali-activated materials (AAMs) compared with calcium carbide slag (CS). This study encompasses three distinct AAM systems: alkali-activated fly ash alone (AAFA), fly ash-slag powder blends (AAFB), and slag powder alone (AABS). Electrical conductivity, fluidity, drying shrinkage, and flexural and compressive strengths were also assessed. Advanced characterization techniques, including SEM-EDS, XRD, FTIR, and TG-DSC, were utilized to examine the morphology, mineralogy, and reaction products. Despite the chemical similarity between FS and CS, FS exhibits limited active chemical components (SiO, AlO, CaO, and MgO) and primarily functions as a physical filler, and thus lacks the chemical binding properties of CS. FS has a positive effect on the long-term compressive strength of the AABS system but not on the AAFA and AAFB systems. The NaOH-activated SP mortar sample with 20% FS reaches a compressive strength of 29.8 MPa at 360 days. The binding strength in AAMs incorporating FS is predominantly attributed to the gel formation within the alkali-activated matrix. This research offers valuable insights into the strategic use and substitution of CS, FS, and other silico-aluminon additives within the context of AAMs development.
民用煤球炉炉渣(FS)作为一种工业固体废物,目前尚未被建材行业作为资源回收利用。本研究聚焦于与电石渣(CS)相比,FS在制备碱激活材料(AAM)方面的潜力。本研究涵盖三种不同的AAM体系:单独的碱激活粉煤灰(AAFA)、粉煤灰-矿渣粉混合物(AAFB)和单独的矿渣粉(AABS)。还评估了电导率、流动性、干燥收缩率以及抗折和抗压强度。利用包括扫描电子显微镜-能谱仪(SEM-EDS)、X射线衍射仪(XRD)、傅里叶变换红外光谱仪(FTIR)和热重-差示扫描量热仪(TG-DSC)在内的先进表征技术来研究其形态、矿物学和反应产物。尽管FS和CS在化学性质上相似,但FS的活性化学成分(SiO、AlO、CaO和MgO)有限,主要起物理填充作用,因此缺乏CS的化学结合性能。FS对AABS体系的长期抗压强度有积极影响,但对AAFA和AAFB体系没有影响。含20%FS的NaOH激活矿渣粉砂浆样品在360天时抗压强度达到29.8MPa。含FS的AAM中的粘结强度主要归因于碱激活基质内的凝胶形成。本研究为在AAM开发背景下CS、FS和其他硅铝添加剂的战略使用和替代提供了有价值的见解。