Jeong Yeonung, Hargis Craig W, Chun Sungchul, Moon Juhyuk
Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576, Singapore.
Department of Construction Management, University of North Florida, 1 UNF Dr., Jacksonville, FL 32224, USA.
Materials (Basel). 2017 Aug 3;10(8):900. doi: 10.3390/ma10080900.
This study investigated the hydration characteristics and strength development of calcium sulfoaluminate-belite (CSAB) cements incorporating calcium carbonate (CC) powders with various particle size distributions and different gypsum amounts. In general, the CSAB hydration was accelerated by the CC powder, but the acceleration and resulting strength improvement were more effective with finer CC powder. Regardless of the fineness of the CC powder, it took part in the hydration of CSAB cement, forming hemicarboaluminate and monocarboaluminate phases. These hydration and nucleation effects compensated for the strength reduction from decreased cementing components (i.e., dilution effect) when finer CC powders were used, while they did not overcome the strength reduction when coarser CC powder was used. On the other hand, increasing the amount of gypsum for a given CC content improved the strength. The strength of CSAB cement had a clear inverse relationship with its total pore volume measured by mercury intrusion porosimetry (MIP). Thermodynamic modeling for CSAB cement hydration showed that the use of CC powder increased total volume of solid phases up to 6 wt % at a given amount of gypsum.
本研究调查了掺入具有不同粒径分布的碳酸钙(CC)粉末和不同石膏量的硫铝酸钙贝利特(CSAB)水泥的水化特性和强度发展。总体而言,CC粉末加速了CSAB的水化,但对于更细的CC粉末,加速作用和由此产生的强度提高更为有效。无论CC粉末的细度如何,它都参与了CSAB水泥的水化,形成了半碳铝酸盐和单碳铝酸盐相。当使用更细的CC粉末时,这些水化和成核作用弥补了由于胶凝成分减少(即稀释效应)导致的强度降低,而当使用较粗的CC粉末时,它们并未克服强度降低。另一方面,对于给定的CC含量,增加石膏用量可提高强度。CSAB水泥的强度与其通过压汞法(MIP)测得的总孔隙体积呈明显的反比关系。CSAB水泥水化的热力学模型表明,在给定石膏量的情况下,使用CC粉末可使固相总体积增加至6 wt%。