Page 256 - Handbook of Thermal Analysis of Construction Materials
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238           Chapter 6 - Retarding and Water Reducing Admixtures


                              Table 2. Water Reduction and Setting Characteristics of Mortar Containing
                              Lignosulfonates

                                Admixture Type    Amount       W/C      Initial Set  Final Set
                                                    (%)                   (Hrs)        ( Hrs)

                                None                Nil       0.550         5           9
                                Commercial CLS      0.1       0.540         7          12

                                Sugar-Free NLS      0.1       0.540         7          12
                                Sugar-Free CLS      0.1       0.540         7          12
                                Commercial CLS      0.3       0.440     Quick Set      13.5
                                Sugar-Free NLS      0.3       0.440        12          15
                                Sugar-Free CLS      0.3       0.440        14          16.5
                                Commercial CLS      0.5       0.425     Quick Set      22
                                Sugar-Free NLS      0.5       0.425        23          28
                                Sugar-Free CLS      0.5       0.425        22          27.5





                                     Conduction calorimetric analysis has also been carried out on the
                              effect of sugar-free lignosulfonate on the hydration of cement. It was found
                              that sugar-free lignosulfonate was nearly as efficient as commercial ligno-
                              sulfonate in retarding rate of reaction and setting of cement. [8]




                              4.0    HYDROXYCARBOXYLIC ACIDS


                                     Hydroxycarboxylic acids have several (OH) groups and either one
                              or two terminal carboxylic acid (OH) groups attached to a relatively short
                              carbon chain. Typical compounds considered for use in concrete include
                              gluconic, citric, tartaric, mucic, malic, salicylic, heptonic, saccharic, and
                              tannic acids. They are generally used as aqueous solutions of sodium salt.
                                     These admixtures retard the hydration of the C A phase by delay-
                                                                              3
                              ing the conversion of the hexagonal phase to the cubic phase. By applying
                              DTA and XRD, Lorprayon and Rossington showed that salicylic acid
                                                       [7]
                              retards the hydration of C A.  It is also expected that this chemical would
                                                    3
                              retard the hydration of the silicate phases.
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