Page 414 - Handbook of Thermal Analysis of Construction Materials
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Section 8.0 - Regulated-Set Cement                           391


                                     The addition of calcium sulfate hemihydrate (the solubility is greater
                              than that of the anhydrite and dihydrate) is conducive to the co-existence of
                              ettringite and gypsum. The ettringite and gypsum crystals are larger than
                              those produced in the systems initially containing anhydrite and dihydrate.
                              The degree of hydration is about 60% at six hours. This is maintained for an
                              extended period due to formation of a dense barrier layer of ettringite
                              surrounding unreacted C A •CaF . At low SO /Al O  ratios the barrier
                                                            2
                                                                        3
                                                                              3
                                                                            2
                                                    11
                                                       7
                              layer is disrupted by the partial transition from ettringite to monosulfate
                              hydrate several hours after mixing. This resulted in further formation of
                              monosulfate hydrate and cubic C AH .
                                                               6
                                                           3
                                     In the ternary system, C A •CaF   – CaSO •2H O  – Ca(OH) 2
                                                                             4
                                                            11
                                                               7
                                                                    2
                                                                                 2
                              acceleration occurs, as a result of the Ca(OH)  addition. Large amounts of
                                                                      2
                              Ca(OH)  cause very rapid formation of ettringite. They coat the unhydrated
                                     2
                              particles and significantly inhibit the hydration process. In general, an
                              increase in SO  concentration in the liquid phase decreases the handling
                                           3
                              time of regulated set cement concrete. The greater the solubility and rate of
                              dissolution of calcium sulfate, the greater is the effect on handling time in
                              the presence of a suitable amount of calcium hydroxide. Excess addition of
                              calcium hydroxide retards the hydration of C A •CaF  and interferes with
                                                                        7
                                                                             2
                                                                     11
                              the hardening process.
                                     Admixtures can be used to control the rate of hardening in regulated
                              set cement products. [75]  The hydration of the system C A •CaF  – C S –
                                                                              11  7   2    3
                              CaSO  in the presence of various additives has been reported. The concen-
                                   4
                              tration of calcium ions in the liquid phase controls the rate of hydration of
                              C S. Retardation of aluminate hydration is caused by excess hemihydrate
                               3
                              addition and C S hydration is accelerated. Citric acid retards the hydration
                                           3
                              of both C A CaF  and C S. Sodium sulfate suppresses the hydration of
                                         7•
                                              2
                                      11
                                                     3

                              C A •CaF , but accelerates the hydration of the C S. Sodium carbonate
                               11  7    2                                  3
                              retards hydration of C A •CaF , but, in the presence of sodium sulfate, acts
                                                    7
                                                 11
                                                         2
                              as an accelerator.
                                     The addition of carboxylic acid lowers the solubility of the calcium
                              ion in the liquid phase and severely retards the hydration of C A •CaF .
                                                                                     11
                                                                                             2
                                                                                        7
                              Hydration proceeds gradually if calcium ion is supplied from calcium
                              hydroxide and carboxylic acid is sufficiently depleted. Surface active
                              agents, e.g., β-naphthalene sulfonic acid, influence the morphology of
                              the hydrates, but do not appear to significantly affect the hydration
                              process.
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