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Physical-mechanical and microstructural properties of alkali-activated fly ash-blast furnace slag blends

机译:碱活化粉煤灰高炉矿渣掺合料的物理力学和微观结构性能

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This paper investigated physical mechanical and microstructural properties of alkali-activated binders based on blends of fly ash (FA) and blast furnace slag (BFS). FA BFS blends were alkali-activated with sodium silicate (water glass) solution. The synthesis of alkali-activated binders was conducted at 95 C during 24 h, with different FA BFS mass ratios (100:0; 75:25; 50:50; 25:75; 0:100), different moduli of alkali activator (SiO2/Na2O: 0.5; 1.0; 1.5) and different alkali activator concentration (% Na2O: 4; 7; 10). The influence of alkali activation conditions on the flexural and compressive strengths, setting time, drying shrinkage and the microstructure of synthesized binders was investigated. It was found that the compressive strength mostly depended on the composition of the FA BFS blends and the water/binder ratio. The setting time highly depended on the activator concentration, while the drying shrinkage was mostly affected by the curing temperature. The blend comprising FA 25% BFS 75%, activated with the activator of modulus 1.0 and the activator concentration of 10% Na2O yielded optimal mortar regarding investigated physical mechanical characteristics. Microstuctural examination showed that the chemical composition of the binding phase varied as a function of the blend composition. Predominance of FA alkali reaction products in the binding phase positively influenced the flexural strength, while the predominance of BFS alkali reaction products positively affected the compressive strength. Optimal characteristics of alkaliactivated binder were related to the following chemical composition of the binding gel: Ca/Si= 0.34-0.50, Al/Si=0.15-0.24, Mg/Si= 0.07-0.16 and Na/Si=0.21-0.37. Empirical values of optimal gel composition could serve as a basis for tailoring the properties of alkali-activated binders based on different industrial waste precursor material. (C) 2014 Elsevier Ltd and Techna Group S.r.l. All rights reserved.
机译:本文研究了基于粉煤灰(FA)和高炉矿渣(BFS)混合物的碱活化粘合剂的物理力学和微观结构性能。 FA BFS共混物用硅酸钠(水玻璃)溶液碱活化。碱活化粘合剂的合成在95°C下进行24小时,具有不同的FA BFS质量比(100:0; 75:25; 50:50; 25:75; 0:100),不同的碱活化剂模量( SiO2 / Na2O:0.5; 1.0; 1.5)和不同的碱活化剂浓度(%Na2O:4; 7; 10)。研究了碱活化条件对合成粘合剂的弯曲和抗压强度,凝固时间,干燥收缩率和微观结构的影响。发现抗压强度主要取决于FA BFS共混物的组成和水/粘合剂比。固化时间很大程度上取决于活化剂的浓度,而干燥收缩率主要受固化温度的影响。就所研究的物理机械特性而言,由模量为1.0的活化剂和10%Na2O的活化剂浓度活化而成的FA 25%BFS 75%的共混物产生了最佳的砂浆。显微结构检查表明,结合相的化学组成随共混物组成而变化。 FA碱反应产物在结合相中的优势对弯曲强度产生正向影响,而BFS碱反应产物的优势则对抗压强度产生正向影响。碱活化粘结剂的最佳特性与粘结凝胶的以下化学组成有关:Ca / Si = 0.34-0.50,Al / Si = 0.15-0.24,Mg / Si = 0.07-0.16和Na / Si = 0.21-0.37。最佳凝胶组成的经验值可作为根据不同的工业废料前体材料调整碱活化粘合剂性能的基础。 (C)2014 Elsevier Ltd和Techna Group S.r.l.版权所有。

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