Page 427 - Handbook of Thermal Analysis of Construction Materials
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404               Chapter 10 - Non-Portland Rapid Setting Cements


                              2.0    CALCIUM ALUMINATE CEMENTS

                              2.1    Basic Reactions


                                     Calcium aluminate cements (CAC) have a wide range of alumina
                              content (38 to 90%). The chemistry and principle cement-water reactions
                              for high alumina cement—a widely used non-portland cement—are de-
                              scribed in detail in Ch. 9. The primary binding phase is calcium
                              monoaluminate (CaAl O  or CA). Refractory cements contain higher
                                                  2  4
                              alumina contents (70 to 90%).
                                     In CAC, the CA reacts with water to form a series of calcium
                              aluminate hydrates. These include CAH , C AH , C AH , and AH  (an
                                                                          8
                                                                      2
                                                                  10
                                                                             3
                                                                                          3
                                                                                 6
                              amorphous phase). The metastable hydrates, CAH  and C AH , convert to
                                                                         10     2   8
                              C AH . The following scheme summarizes the conversion reactions.
                                   6
                               3






                              The conversion that occurs as a consequence of the transformation of the
                              hexagonal phases, CAH  or C AH , into the cubic phase, C AH , is known
                                                   10   2   8                    3   6
                              to be accompanied by a loss of strength of the hardened alumina cement.
                                     The conversion reactions themselves are described according to
                              the following equations:

                              Eq. (1)       3CAH  → C AH  + 2AH  + 18H
                                                        3
                                                            6
                                                                    3
                                                  10
                              Eq. (2)       3C AH  → 2C AH  + AH  + 9H
                                                             6
                                                                    3
                                                   8
                                                         3
                                               2
                                     The conversion of CAH  to C AH  results in a volume decrease to
                                                          10   3   6
                              about 50% whereas that of C AH to the cubic phase results in a decrease
                                                       2
                                                           8
                              of about 65% of the original volume of the reactants. It is apparent that
                              methods to identify and determine the amounts of the aluminate hydrates in
                              CAC concretes are useful for a meaningful diagnosis of potential problems.
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