Study on the Compressive Strength and Reaction Mechanism of Alkali-Activated Geopolymer Materials Using Coal Gangue and Ground Granulated Blast Furnace Slag

Materials Pub Date : 2024-07-24 DOI:10.3390/ma17153659
Xiaoping Wang, Feng Liu, Lijuan Li, Weizhi Chen, Xinhe Cong, Ting Yu, Baifa Zhang
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Abstract

By reutilizing industrial byproducts, inorganic cementitious alkali-activated materials (AAMs) contribute to reduced energy consumption and carbon dioxide (CO2) emissions. In this study, coal gangue (CG) blended with ground granulated blast furnace slag (GGBFS) was used to prepare AAMs. The research focused on analyzing the effects of the GGBFS content and alkali activator (i.e., Na2O mass ratio and alkali modulus [SiO2/Na2O]) on the mechanical properties and microstructures of the AAMs. Through a series of spectroscopic and microscopic tests, the results showed that the GGBFS content had a significant influence on AAM compressive strength and paste fluidity; the optimal replacement of CG by GGBFS was 40–50%, and the optimal Na2O mass ratio and alkali modulus were 7% and 1.3, respectively. AAMs with a 50% GGBFS content exhibited a compact microstructure with a 28 d compressive strength of 54.59 MPa. Increasing the Na2O mass ratio from 6% to 8% promoted the hardening process and facilitated the formation of AAM gels; however, a 9% Na2O mass ratio inhibited the condensation of SiO4 and AlO4 ions, which decreased the compressive strength. Increasing the alkali modulus facilitated geopolymerization, which increased the compressive strength. Microscopic analysis showed that pore size and volume increased due to lower Na2O concentrations or alkali modulus. The results provide an experimental and theoretical basis for the large-scale utilization of AAMs in construction.
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使用煤矸石和磨细高炉矿渣的碱激活土工聚合物材料的抗压强度和反应机理研究
通过重新利用工业副产品,无机水泥基碱活性材料(AAMs)有助于减少能源消耗和二氧化碳(CO2)排放。在这项研究中,煤矸石(CG)与磨细高炉矿渣(GGBFS)混合用于制备 AAMs。研究重点是分析 GGBFS 含量和碱活化剂(即 Na2O 质量比和碱模量 [SiO2/Na2O])对 AAMs 机械性能和微观结构的影响。通过一系列光谱和显微测试,结果表明 GGBFS 的含量对 AAM 的抗压强度和浆料流动性有显著影响;GGBFS 对 CG 的最佳替代率为 40-50%,最佳 Na2O 质量比和碱模量分别为 7% 和 1.3。GGBFS 含量为 50%的 AAM 具有致密的微观结构,28 d 抗压强度为 54.59 MPa。将 Na2O 质量比从 6% 提高到 8%,可促进硬化过程,并有利于形成 AAM 凝胶;然而,9% 的 Na2O 质量比会抑制 SiO4 和 AlO4 离子的凝结,从而降低抗压强度。提高碱模量可促进土工聚合,从而提高抗压强度。显微分析表明,Na2O 浓度或碱模量降低会导致孔径和体积增大。这些结果为在建筑中大规模使用 AAMs 提供了实验和理论依据。
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