Page 178 - Handbook of Thermal Analysis of Construction Materials
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Section 2.0 - Accelerators                                   161


                                     A new accelerator formulation consisting of inorganic salts and
                              organic compounds (one of these being a sulfonate dispersant) is claimed
                              to be effective at a low temperature of -7°C as well at a higher temperature
                              of 35°C. It accelerates setting, increases early and ultimate strengths,
                              decreases shrinkage, and does not initiate corrosion. [65]  In Table 6, setting
                              times and strengths of the reference concrete are compared with that
                              containing the above admixture at -7°C. The admixture containing concrete
                              develops better strengths than the reference and can be used in cold weather
                              concreting.
                                     In cements, incorporation of calcium carbonate is permitted in
                              some countries. In Canada, the maximum limit is set at 5%. Calcium
                              carbonate is not an inert filler. It is known to react with calcium aluminate.
                              In a study of the hydration of tricalcium silicate in the presence of finely
                              divided calcium carbonate, Ramachandran observed that the carbonate
                              acted as an accelerator. [66]  Ushiyama, et al., [67]   examined the effect of
                              carbonates of Na, K, Li, Cs, and bicarbonates of Na, K, and Li on the
                              hydration of alite. Although small amounts retarded the hydration, larger
                              amounts acted as accelerators.



                              Table 6. Setting Time and Strength Development in a Newly Formulated
                              Admixture

                               Admixture                   Setting Times, h  Strength, MPa
                                                            Initial  Final  1 d  3 d 28 d 1 yr

                               Air Entrained (Reference)    10.67 14.58    1.6 11.7 26.2 36.9

                               Air Entrained (Accelerator)   6.15 11.50    2.8  9.0 30.8 43.1

                               Non-Air Entrained + Accelerator 5.50 11.50  3.6  8.7 34.2 46.3




                                     Alkalis, such as NaOH, and Na salts of carbonate, aluminate, and
                              silicate are known to accelerate the hydration of cement and cause early
                              stiffening. In the hydration of tricalcium silicate with NaOH, there was an
                              acceleratory effect even up to 28 days. After 7 days however, the strength
                              of the reference was higher than that containing NaOH. [68]  Evidence was
                              also obtained for the incorporation of Na in the hydrated product.
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