Various calcium aluminates with CaSO
4 were widely used for main composition of super high early strength cements and rapid hardening cements. Recently the demands of highly flowable rapid hardning concrete are increased for the repair methods of construction.
Application of limestone powder have been investigated for cement of functional cement for flowable concrete. For the development of new construction methods, the combination of limestone powders and the super high early strength cement will be important as advanced construction technology.
This paper discussed the influence of the amounts of CaSO
4 addition on the hydration of various calcium aluminates such as C
3A, C
11A
7·CaF
2 or C
12A
7 glass-CaSO
4-CaCO
3 systems and the reaction ratio of CaCO
3 in these hydration systems.
In the case of C
3A-CaSO
4-CaCO
3 system having the molar ratio of C
3A/CaSO
4 =1, monosulphate, ettringite, monocarbonate and hemicarbonate were produced at 7 days. After 7 days, monosulphate was reacted with CaCO
3 and their products were ettringite and monocarbonate. Compare with 7 days, the amount of ettringite was increased at 28 days. Delayed Ettringite Formation (D.E.F) was occurred.
On the other hand, all reaction ratio of CaCO
3 decreases with the increasing of amounts of CaSO
4 addition. When the molar ratios of CaSO
4 to C
3A, C
12A
7 glass and C
11A
7·CaF
2 were 3, 12 and 12 respectively, only ettringite or the ettringite with Al (OH)
3 or Al (OH)
2F were produced respectively and monosulphate was not produced. In those case. CaCO
3 was not reacted and D. E. F. was not observed.
View full abstract