Criado Maria, Aperador Willian, Sobrados Isabel
Instituto de Ciencia de Materiales de Madrid (ICMM), CSIC, Sor Juana Inés de la Cruz 3, Cantoblanco, Madrid 28049, Spain.
School of Engineering, Universidad Militar Nueva Granada, Carrera 11 #101-80, Bogotá 49300, Columbia.
Materials (Basel). 2016 Mar 5;9(3):158. doi: 10.3390/ma9030158.
Microstructural and mechanical properties of alkali activated binders based on blends of Colombian granulated blast furnace slag (GBFS) and fly ash (FA) were investigated. The synthesis of alkali activated binders was conducted at 85 °C for 24 h with different slag/fly ash ratios (100:0, 80:20, 60:40, 40:60, 20:80, and 0:100). Mineralogical and microstructural characterization was carried out by means of X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), Scanning electron microscopy with energy dispersive X-ray spectroscopy (SEM/EDX) and Nuclear magnetic resonance (NMR). Mechanical properties were evaluated through the compressive strength, modulus of elasticity and Poisson's ratio. The results show that two different reaction products were detected in the slag/fly ash mixtures, a calcium silicate hydrate with Al in its structure (C-A-S-H gel) and a sodium aluminosilicate hydrate (N-A-S-H gel) with higher number of polymerized species and low content in Ca. It was found that with the increase of the amount of added slag, the amount of C-A-S-H gel increased and the amount of N-A-S-H gel decreased. The matrix was more dense and compact with almost absence of pores. The predominance of slag affected positively the compressive strength, Young's modulus and Poisson's ratio, with 80% slag and 20% fly ash concrete being the best mechanical performance blend.
研究了基于哥伦比亚粒化高炉矿渣(GBFS)和粉煤灰(FA)混合物的碱激发胶凝材料的微观结构和力学性能。碱激发胶凝材料的合成在85℃下进行24小时,采用不同的矿渣/粉煤灰比例(100:0、80:20、60:40、40:60、20:80和0:100)。通过X射线衍射(XRD)、傅里叶变换红外光谱(FTIR)、带能谱的扫描电子显微镜(SEM/EDX)和核磁共振(NMR)进行矿物学和微观结构表征。通过抗压强度、弹性模量和泊松比评估力学性能。结果表明在矿渣/粉煤灰混合物中检测到两种不同的反应产物,一种结构中含有铝的硅酸钙水合物(C-A-S-H凝胶)和一种聚合度较高且钙含量低的硅铝酸钠水合物(N-A-S-H凝胶)。发现随着矿渣添加量的增加,C-A-S-H凝胶的量增加而N-A-S-H凝胶的量减少。基体更致密且几乎没有孔隙。矿渣的占主导地位对抗压强度、杨氏模量和泊松比有积极影响,80%矿渣和20%粉煤灰的混凝土是力学性能最佳的混合物。