Page 181 - Handbook of Thermal Analysis of Construction Materials
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164                 Chapter 4 - Introduction to Concrete Admixtures


                                     Mode of Action. The common feature of all these admixtures is that
                              they are adsorbed on the solid-water interface. In a cement paste, opposing
                              charges on adjacent particles can exert electrostatic attraction, causing
                              flocculation. A considerable amount of water is imbibed in these agglom-
                              erates and adsorbed on the surface, leaving less water for increasing the
                              workability of paste or concrete. In the presence of a water-reducing
                              admixture, the surface charges become the same, hence the particles repel
                              each other and dispersion occurs. Thus, more water is available for reducing
                              the viscosity of the cement paste or concrete.
                                     Several explanations have been offered to account for the retarding
                              action of water reducers. They are based on the following theories:
                                     1. Retarders are adsorbed on the anhydrous cement particles
                                        through ionic, hydrogen, or dipole bonding to prevent the
                                        attraction of water.
                                     2. An insoluble layer of calcium salt on the hydrating
                                        particles is responsible for retardation.
                                     3. The hydrated, rather than the unhydrated constituent,
                                        adsorbs the retarder. The surface complex involving the
                                        substrate of unhydrated cement and water followed by
                                        adsorption is responsible for retardation.
                                     4. The adsorption of retarder on the calcium hydroxide
                                        nuclei poisons its future growth; the growth of calcium
                                        hydroxide will not proceed until some level of supersatu-
                                        ration is attained. Details of these theories are discussed
                                        in a in Ref. 36.



                              3.2    Retarders

                                     Retarders extend both the initial and final setting times of cement
                              paste and concrete (Table 7). [36]  Higher amounts may enhance the retarda-
                              tion process. At equal dosages, sucrose is the most efficient retarder and,
                              hence, an accidental overdose of this admixture could create serious setting
                              problems.
                                     The setting times depend on the type of cement, w/c ratio, tempera-
                              ture, and sequence of addition. Cements with low C A and alkali contents
                                                                           3
                              are retarded better than those containing large amounts of these constitu-
                              ents. For setting to occur, both C A and C S phases have to hydrate to some
                                                                  3
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