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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2026, Vol. 45 ›› Issue (6): 1947-1958.DOI: 10.16552/j.cnki.issn1001-1625.2025.1128

• Cement and Concrete • Previous Articles     Next Articles

Effect of Nano AFt on Properties of Supersulfated Cement-Based Foam Concrete

ZHAO Hui(), YAN Wei(), JIA Shaozhen, LIU Yakun, WANG Lei, MENG Jiang, WANG Jun, ZHANG Miao   

  1. Power china Hubei Electric Engineering Co.,Ltd.,Wuhan 430000,China
  • Received:2025-11-17 Revised:2026-01-04 Online:2026-06-15 Published:2026-07-14
  • Contact: YAN Wei

Abstract:

Supersulfated cement-based foamed concrete (SSC-FC) has broad application potential in the field of building energy conservation due to its lower carbon emissions and cost. However, its slow early hydration and insufficient formation of hydration products of SSC-FC result in poor pore-wall compactness, leading to inadequate mechanical properties and carbonation resistance, which significantly limit its engineering applications. In this study, nano ettringite (nano AFt) was incorporated to enhance the pore-wall structure of SSC-FC through its nucleation-induced effect. The influence of nano AFt content on the mechanical properties and carbonation resistance of SSC-FC was systematically investigated, and the mechanisms on hydration process, phase composition, and pore-structure evolution were analyzed using isothermal calorimetry, XRD, SEM. The results show that the incorporation of nano AFt accelerates early hydration and promotes the formation of AFt at the pore-wall interface, leading to a denser pore-wall structure. When the nano AFt content reaches 8%(mass fraction), the 7 d compressive strength of SSC-FC increases from 1.26 MPa to 2.08 MPa, and the 28 d compressive strength increases from 2.37 MPa to 3.61 MPa. In addition, nano AFt refines the pore size distribution, reduces the pore coordination number, and decreases the number of connected pores, thereby restricting CO2 transport. Under 1 d accelerated carbonation conditions, the sample with 8% nano AFt retains an uncarbonated region of 25 mm, and its carbonation coefficient increases from 0.88 to 0.92.

Key words: supersulfated cement, nano AFt, foam concrete, pore structure, pore wall, carbonation resistance

CLC Number: