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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2021, Vol. 40 ›› Issue (4): 1170-1177.

• Cement and Concrete • Previous Articles     Next Articles

Effect of Steam Curing System on Strength and Impermeability of Precast Bridge Deck Concrete

HUANG An1, LI Beixing1, YANG Jianbo2, WANG Lijing2   

  1. 1. State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China;
    2. Hubei Changjiang Road Bridge Co., Ltd., Wuhan 430077, China
  • Received:2020-12-14 Revised:2021-01-15 Online:2021-04-15 Published:2021-05-11

Abstract: In order to obtain the best steam curing system for precast bridge deck concrete, the effects of steam curing temperature, steam curing time and supplementary curing method after steam curing on strength and chloride ion diffusion coefficient of C55 concrete incorporated with fly ash and slag powder were studied. The phase composition and microstructure of the cementitious paste hydrated under different steam curing systems were analyzed by X-ray diffraction (XRD) and scanning electron microscopy (SEM). The results show that the higher steam curing temperature and the longer steam curing time promote the hydration of cement and the formation of the paste microstructure, which increase the demoulding strength of concrete, but reduce the later strength and the resistance to chloride ion penetration of concrete. The supplementary moisture curing after steam curing provided hydration water for the continuous hydration of unhydrated cement and mineral admixtures, which helps to improve the later strength and impermeability of concrete. The precast bridge deck concrete has good comprehensive performance when it is steam cured for 6 h at 55 ℃ and then wet cured for 7 d with covering of geotextile.

Key words: concrete, steam curing system, compressive strength, impermeability, microstructure

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