Civil Engineering Reference
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without the chloride. [10] This would imply that a higher C/S ratio C-S-H
product results in the presence of calcium chloride. There is also evidence
that in the hydration of C 2 S some chloride is bound rigidly.
The reaction of C 3 A with calcium chloride results in the formation
of high and low forms of tricalcium chloroaluminates. Under normal
conditions of hydration, the low form, viz., C 3 A•CaCl 2 •XH 2 O is obtained.
The DTA technique may be used to differentiate between the two forms.
Endothermal effects at about 190 and 350°C are caused by the low form and
the endotherm at about 160°C is exhibited by the high form. In the system
C 3 A-CaO-CaCl 2 -H 2 O, at higher concentrations of calcium chloride, cal-
cium hydroxychloride is formed that is identified by peaks at 130, 145, and
485°C. [11]
Calcium chloride influences the rate of hydration of C 3 A + gypsum
mixtures. In Fig. 6, the conduction calorimetric curves of the mixtures C 3 A
+ 20% gypsum + 12.5% CaCl 2 are given along with the identified com-
pounds at different times. [3][7] A comparison of this curve with that obtained
with C 3 A + gypsum (G) or C 3 A + CaCl 2 would lead to the following
conclusions. The reaction between C 3 A and gypsum is accelerated by
calcium chloride. Monochloroaluminate (MCA) is formed after gypsum is
consumed in the reaction with C 3 A. Conversion of ettringite (TSA) to
monosulfoaluminate occurs only after all CaCl 2 has reacted. [12]
Figure 6 . The rate of consumption of various components in the C 3 A-gypsum-CaCl 2 -H 2 O
system.
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