Civil Engineering Reference
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Isothermal conduction calorimetric curves of C 3 S hydrated with
different amounts of TEA are shown in Fig. 13. [17] In the C 3 S sample
hydrated without TEA, there is little heat development in the first few hours,
representing the dormant period. The curve starts to rise steeply at about 2.5
to 3 hours denoting the beginning of the acceleratory period. Maximum heat
develops between 7 and 8 hrs. By the addition of TEA, the induction period
is extended. The C 3 S hydration peak occurs later, but with a higher intensity
so that TEA acts like a delayed accelerator. The mono- and diethanolamines
also affect the hydration of C 3 S, similar to TEA.
Figure 13. Conduction calorimetric curves of 3CaO•SiO 2 with different amounts of added
triethanolamine.
The hydration of C 2 S with 0.5% TEA has been followed by DTA
(Fig. 14). [3][17] Generally, endothermal peaks due to Ca(OH) 2 decomposi-
tion (450-480°C) are of lower intensity in samples containing TEA. An
additional endotherm appears in these samples and has been attributed to
the presence of less crystalline Ca(OH) 2 .
In the DTA and TG studies of cement containing different amounts
of TEA, evidence was obtained for the formation of lower amounts of
Ca(OH) 2 in the presence of the admixture. In Fig. 15 the amount of lime
(DTA estimation) formed in the cement paste in the presence of TEA is
given. [18] Comparison of the results at the same degree of hydration has
revealed that TEA promoted the formation of C-S-H with a higher C/S ratio.
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