Page 176 - Handbook of Thermal Analysis of Construction Materials
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Section 2.0 - Accelerators                                   159


                                     An extensive study of the strength development in mortars contain-
                              ing Ca formate, Ca formate + Na formate and calcium chloride was carried
                              out by Geber. [53]



                              2.7    Other Non-Chloride Accelerators

                                     Many other non-chloride accelerators have been suggested which
                              are based on organic and inorganic compounds. Valenti and Sabateli [56]
                              studied the  effect of alkali carbonates, viz., Na CO , K CO , and
                                                                             2
                                                                                     2
                                                                                         3
                                                                                 3
                              Li CO , on setting times and strengths of cements. At lower dosages,
                                2
                                    3
                              sodium and potassium carbonates retarded the setting times of cement, but
                              at higher dosages (> 0.1%) they accelerated the setting. Lithium carbonate
                              acted as a setting accelerator at all concentrations studied. At concentra-
                              tions especially higher than 0.1%, the admixture generally increased the
                              compressive strength at 28 days. Addition of Na CO  is reported to change
                                                                           3
                                                                        2
                              the intrinsic property of the hydrated cement. In the presence of Na CO ,
                                                                                         2
                                                                                             3
                              smaller pores or radius 10–100 Å are decreased and pores of radius > 150
                              Å are increased slightly. [57]  The reduction in the pores may be due to the
                              precipitation of CaCO .
                                                  3
                                     Calcium nitrate, calcium nitrite, and calcium thiosulfate are also
                              suggested as accelerators. Calcium nitrite accelerates the hydration of
                              cement as evident from the increased amounts of heat developed in its
                              presence. Calcium nitrite also increases the strength and accelerates the
                              setting times, but less effectively than Ca chloride. Table 4 compares the
                              setting times of concrete containing CaCl  and Ca(NO ) . [40][58]  Table 5
                                                                   2
                                                                               2 2
                              shows the strength development in concrete containing 2, 3, 4, and 5%
                              calcium nitrite. [40][58]  Improvement is less significant at dosages greater
                              than 4%. Calcium thiosulfate increases the strength development of con-
                              crete at early ages. For example, at 1 day compared to a compressive
                                                  2
                              strength of 15.8 km/cm  for a reference mortar, that containing 1, 2, 3, 5, and
                              6.5% CaS O  shows values of 17.1, 18.1, 18.8, 20.1, and 21.2 kg/cm 2
                                       2
                                         3
                              respectively. [59]  Sodium thiosulfate also accelerates the setting time, but the
                              compressive strengths are slightly reduced with respect to the reference
                              concrete at dosages of 0.5 and 1.0%. [60]  Depending on the dosage of NaNO ,
                                                                                             2
                              Rosskopf, et al., found that acceleration of setting varied between 0.5 and
                              2.3 hrs. At dosages of 0.1–1.0% NaNO , the compressive strength of
                                                                   2
                              concrete at 7 days was equal or slightly lower than that of the reference
                              concrete. [60]  They also found that formaldehyde and paraformaldehyde in
                              small amounts (0.01–0.25%) reduced the setting time from 9.5 to 6.3 hours.
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