Page 265 - Handbook of Thermal Analysis of Construction Materials
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246           Chapter 6 - Retarding and Water Reducing Admixtures


                              mechanism of hydration, etc., in the hydration of cements and their
                              individual phases. The common techniques used for these investigations
                              include DTA, DSC, DTG, TG, chemical shrinkage measurements, XRD,
                              loss on ignition, IR, electron microscopy, and others. Most of these
                              techniques are applied to products that are hydrated to a specific length of
                              time. In the conduction calorimetric technique, the heat developed is
                              followed from the time water comes into contact with the cement or its
                              phase. The time at which the exothermic peak appears may be used to assess
                              the relative retarding actions of retarders. The time of termination of the
                              induction period provides an idea of the relative times of setting of cements
                              containing various admixtures. The total amount of heat produced at
                              different times may be used for determining the rate of hydration.
                                     Ramachandran and Lowery  [32]  applied conduction calorimetry to
                              the study of the relative effects of various retarders on the hydration of
                              cement. The retarders used were calcium gluconate, glucose, glycolic acid,
                              molasses, sodium borate, sodium citrate, sodium heptonate, sodium
                              hexametaphosphate, sodium pyrophosphate, sugar-free lignosulfonate, and
                              sucrose. The dosage of the chemicals varied between 0.025 and 1.2%.
                                     Gluconate was found to be a good retarder. Its action is possibly
                              related to its poisoning action on the hydration products of cement. It has
                              also been advocated for controlling slump loss in concrete. Conduction
                              calorimetric curves of cement with gluconate show large hump effects for
                              the hydration of the silicate phase (Fig. 18a). [32]  At a dosage of 0.15%, the
                              hydration is retarded up to 54 hours. Compared to gluconate, sodium borate
                              is a mild retarder. Even at 0.7% the retardation effect lasts only for 24 hours
                              (Fig. 18b).
                                     The most effective retarders, that need a dosage of about 0.15% or
                              less to achieve an induction period of 40 hours, include Ca gluconate,
                              sodium heptonate, and sucrose. The least effective retarders that require
                              more than 0.5% dosage for extending the induction period by 40 hours are
                              sugar-free lignosulfonate, Na pyrophosphate, Na hexametaphosphate, Na
                              borate, and glycolic acid. Glucose, molasses, and Na citrate are termed
                              moderate retarders requiring a dosage between 0.15 and 0.5%.
                                     Conduction calorimetry has been used to obtain the induction
                              periods of cement containing different amounts of retarders. Table 3 [32]
                              provides data on the minimum concentration of a retarder required to
                              achieve different induction periods.
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