Page 398 - Handbook of Thermal Analysis of Construction Materials
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376          Chapter 9 - Non-Portland Cement Binders and Concrete


                                     Particulates in the form of different calcium aluminate hydrates,
                              e.g., CAH , C AH , and C AH , or pre-hydrated CAC/CH (H-CAC/CH)
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                                                          6
                                                      3
                                               8
                                       10
                              have varying effects on ettringite formation and expansion of expansive
                              cement pastes.
                                     Mixtures containing different calcium aluminate hydrates can be
                              prepared by hydrating calcium aluminate cement (CAC) at different tem-
                              peratures (Table 2). Either CAH , C AH , or C AH  is the major compo-
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                                                          10
                                                                            6
                                                                        3
                                                                  8
                              nent for each different mixture. The major component of the H-CAC/CH
                              mixture also is C AH . Addition of CH to CAC appeared to promote C AH 6
                                            3
                                                                                          3
                                                6
                              formation. The use of calcium aluminate mixtures prepared from CAC
                              hydration rather than pure synthetic calcium aluminates is based on practical
                              considerations.
                              Table 2. Preparation Conditions of Calcium Aluminate Hydrate Mixtures
                                 Name of          Curing         Main Mineral      Moisture
                                 Mixtures    Temperature (°C)     Component          State

                                 M-CAH               0              CAH              Paste
                                        10                               10
                                 M-C AH             23              C AH             Paste
                                     2   8                            2   8
                                M-C AH *            38              C AH  6       Dry Powder
                                                                      3
                                        6
                                    3
                                H-CAC/CH            23              C AH  6          Paste
                                                                      3
                               *Cured at 38°C for 2 months followed by 24 hours drying at 85°C.


                                     The effect of different calcium aluminate hydrates on free expansion
                              is shown in Fig. 7. It is apparent that the expansion of expansive cement
                              pastes containing the CAH  or C AH  mixture started at very early ages
                                                      10    2   8
                              (about 1 hour), and developed mainly in the first 3 hours. Their 3-hour
                              expansion and ultimate expansion values are 0.58 and 0.65% respectively.
                              The expansion of specimens containing additives based on anhydrous CAC
                              and H-CAC/CH mixture developed after 3 hours. The former had the largest
                              ultimate expansion (around 0.8%) at about 10 days; the latter a much lower
                              expansion than the cement pastes containing expansive additives based on
                              CAH  or C AH  mixtures. Its ultimate expansion was about 0.45%. The
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                                  10
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                              cement paste containing the expansive additive based on the C AH
                                                                                          3   6
                              mixture showed very delayed and lower expansion compared to the other
                              samples.
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