Taborda-Barraza Madeleing, Padilha Francine, Silvestro Laura, Azevedo Afonso Rangel Garcez de, Gleize Philippe Jean Paul
Laboratory of Application of Nanotechnology in Civil Construction (LabNANOTEC), Department of Civil Engineering, Federal University of Santa Catarina (UFSC), Florianópolis 88040-900, Brazil.
Civil Engineering Coordination, Federal University of Technology-Paraná (UTFPR), Guarapuava 85053-525, Brazil.
Materials (Basel). 2022 Sep 2;15(17):6099. doi: 10.3390/ma15176099.
Despite geopolymers having emerged as a more sustainable alternative to Portland cement, their rheological properties still need to be thoroughly investigated, aiming at the material's applicability. Additionally, studies that evaluated the fresh state of geopolymer composites with nanomaterials are scarce. Thus, two metakaolin-based geopolymer systems were reinforced with nanomaterials with a similar geometry: carbon nanotubes (CNT) and silicon carbide whiskers (SCW). The nanomaterials incorporation was assessed by rotational rheometry (conducted up to 110 min), isothermal calorimetry, compressive strength after 7 and 28 days, and the microstructure was investigated using X-ray diffraction (XRD) and Fourier-transform infrared spectroscopy (FTIR). CNT and SCW incorporation (0.20 wt.%) did not significantly affect the yield stress and viscosity of the R2-group (based on metakaolin type 2), while increasing the rheological parameters up to 56.0% for the R1-group (based on metakaolin type 1). Both additions modified the reaction kinetics. Increments of up to 40.7% were observed in the compressive strength of geopolymer pastes with the incorporation of a SCW content of 0.2 wt.%. XRD and FTIR results suggest similar structural modifications between precursors. Nevertheless, R2 showed substantial transformations while the R1 group exhibited anhydrous material that can react over time. Overall, incorporating CNT and SCW contributed to higher mechanical increments on systems with average mechanical strength (R1) compared to systems with higher potential mechanical performance (R2).
尽管地质聚合物已成为波特兰水泥更具可持续性的替代品,但其流变性能仍需进行深入研究,以确定该材料的适用性。此外,评估含纳米材料的地质聚合物复合材料新拌状态的研究很少。因此,用具有相似几何形状的纳米材料增强了两种偏高岭土基地质聚合物体系:碳纳米管(CNT)和碳化硅晶须(SCW)。通过旋转流变仪(持续110分钟)、等温量热法、7天和28天后的抗压强度评估纳米材料掺入情况,并使用X射线衍射(XRD)和傅里叶变换红外光谱(FTIR)研究微观结构。掺入CNT和SCW(0.20 wt.%)对R2组(基于2型偏高岭土)的屈服应力和粘度没有显著影响,而对于R1组(基于1型偏高岭土),流变参数增加了56.0%。两种添加物都改变了反应动力学。掺入0.2 wt.%的SCW后,地质聚合物浆料的抗压强度提高了40.7%。XRD和FTIR结果表明前驱体之间的结构改性相似。然而,R2显示出大量转变,而R1组表现出可随时间反应的无水材料。总体而言,与具有较高潜在机械性能的体系(R2)相比,掺入CNT和SCW对具有平均机械强度的体系(R1)的机械性能提升更大。