4.7 Article

Synthesis and characterization of geopolymer prepared from circulating fluidized bed-derived fly ash

Journal

CERAMICS INTERNATIONAL
Volume 48, Issue 8, Pages 11820-11829

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.ceramint.2022.01.052

Keywords

CFB fly ash; Alkali activation; Geopolymer; Compressive strength; Reaction mechanism; Acid treatment

Funding

  1. National Natural Science Foundation of China [22078181]
  2. Science & technology Innovation project of Higher education institutions in Shanxi Province [2020L0004]

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Using circulating fluidized bed fly ash (CFBFA) to prepare geopolymer as a substitute for cement can reduce CO2 emissions and solve environmental problems. The effects of alkali activator modulus and curing temperature on the mechanical properties of geopolymers were investigated, and their relationship with phase composition, micromorphology, and chemical structure was established. The results show that the compressive strength of geopolymer decreases with the increase of alkali activator modulus and increases with the increase of curing temperature, but decreases after 28 days. The 90 days compressive strength reaches 34.7 MPa under certain conditions.
The use of circulating fluidized bed fly ash (CFBFA) to prepare geopolymer as a substitute for cement not only reduces CO2 emissions, but also solves many environmental problems caused by the large amount of CFBFA stockpiles. The effects of alkali activator modulus (SiO2/Na2O molar ratio) and curing temperature on the me-chanical properties of geopolymers were investigated, and the intrinsic relationship between mechanical prop-erties and phase composition, micromorphology and chemical structure was established by XRD, SEM, FTIR, and NMR characterization, and the HCl extraction experiments were used to investigate geopolymerization mechanism. The results show that the compressive strength of geopolymer decreases as the alkali activator modulus increases from 1.0 to 1.8. The compressive strength of geopolymer within 7 days can be increased greatly when the curing temperature increased from ambient temperature to 60 ?, but it decreased significantly after 28 days. The 90 days compressive strength reaches 34.7 MPa under the curing temperature of 20 degrees C and the activator modulus of 1.0. Combined with the results of XRD, FTIR, and SEM, it was known that when the curing temperature reaches 60 degrees C, the geopolymer gels were transformed into the zeolite-like phase in the later stages of curing, leading to reduce in compressive strength, whereas ambient temperature curing was conducive to the growth of gels. NMR results show that the Q(4)(2Al)+Q(4)(1Al) structure was mainly dominated in the geopolymer in the early stage of curing under ambient temperature, and the Q(4)(4Al)+Q(4)(3Al) structure gradually increased when the curing exceeded 28 days. When the curing temperature was 60 degrees C, the structure gradually transformed to a single Q(4)(2Al) structure as the curing age increases.

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