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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2021, Vol. 40 ›› Issue (5): 1586-1593.

Special Issue: 资源综合利用

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Effects of Ultrafine Ground Granulated Blast Furnace Slag and Metakaolin on Hydration and Strength of Calcium Sulfoaluminate Cement

LI Yagang, LIAO Yishun, LIU Yanling, HUANG Haoran   

  1. School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China
  • Received:2021-01-08 Revised:2021-01-31 Online:2021-05-15 Published:2021-06-07

Abstract: The addition of mineral admixtures is one of the main technical methods to improve the setting and hardening properties of calcium sulfoaluminate cement (CSA) concrete and to reduce the cost of concrete production. The influences of ultrafine ground granulated blast furnace slag (UFS) and metakaolin (MK) on setting time, fluidity, electrical resistivity, and compressive strength of calcium sulfoaluminate cement paste with water-binder ratio of 0.4 were investigated. The hydration products cured at 1 d and 28 d were analyzed by XRD semi-quantitative analysis. The results show that both single and multiple admixtures accelerate the setting of cement paste, but the effect of MK is significant, and the fluidity of cement paste decreases with the increase of UFS and MK. The time for the peak value of electrical resistivity rate changing curve is shortened by adding UFS and MK, and the peak value decreases with the increase of UFS and MK. When the content increases from 0% (mass fraction, the same follows) to 20%, the 28 d compressive strength of the sample with UFS decreases by 24.7%, the 28 d compressive strength of the sample with MK decreases by 17.7%, and the 28 d compressive strength of the sample with both decreases by 17.3%. UFS and MK have no obvious effect on hydration products, but accelerate the early hydration of β-C2S.

Key words: calcium sulfoaluminate cement, ultrafine ground granulated blast furnace slag, metakaolin, electrical resistivity, hydration product, semi-quantitative analysis

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