Civil Engineering Reference
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Figure 23. Rate of heat development of C 3 S hydrated in the presence of NaOH.
There has been continued interest in developing an organic-based
accelerator. Ramachandran and coworkers studied the effect of o, m, and p -
nitrobenzoic acids on the hydration of tricalcium silicate. [27] The m and p
nitrobenzoic acids acted as accelerators (Fig. 24). Paranitrobenzoic acid
appears to be the best accelerator. The acceleratory effect was attributed to
the complex formation between the organic compound and the C-S-H phase
on the surface of the tricalcium silicate phase.
In addition to studies on C 3 S, [25] Ramachandran and Zhang-Chun-
mei [28]-[31] have also carried out extensive investigations of the effect of
calcium carbonate on the hydration of C 3 A, C 3 A + gypsum and cement
utilizing DSC and TG techniques. Calcium carbonate was found to suppress
the formation of calcium aluminate hydrate in the hydration of C 3 A. It
accelerates the formation of ettringite and the conversion of ettringite to
monosulfoaluminate in the hydration of C 3 A + gypsum. In Fig. 25, DSC
curves for C 3 A containing 12.5% gypsum and 12.5% calcium carbonate
hydrated for 5 minutes to 3 days are given. In the C 3 A-gypsum mixture,
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