Civil Engineering Reference
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appeared to act as a slight accelerator. Lorprayon and Rossington who
studied the hydration of C 4 AF with lignosulfonate containing sugar found
that C 4 AF hydration was retarded even at a dosage of 0.125% lignosul-
fonate. [7] In the presence of a mixture of sugar-free LS (2.5%) + Na 2 CO 3
(2.5%), C 4 AF hydration was inhibited up to about 1 day. [6]
2.4
Tricalcium Silicate-Lignosulfonate-Water
Conduction calorimetric curves of C 3 S hydrated in the presence of
0.3% calcium lignosulfonate show that the induction period is extended
from seven hours to about twenty hours. At 0.5% addition, the hydration of
C 3 S is completely inhibited. [8] Other studies have shown that addition of
small amounts of different types of CLS (0.5%) to C 3 S pastes retard setting
indefinitely, although some of them contained calcium chloride. XRD
showed absence of calcium hydroxide in these pastes. [9][10]
The inhibitive action of CLS on the hydration of C 3 S does not seem
to be a simple function of the percentage of admixture added. The concen-
tration in the aqueous phase has to be taken into account. In Fig. 4, [11]
calorimetric curves A, B, C, and D represent those of C 3 S treated with 0,
0.125, 0.25, and 1% solution of CLS at a water/solid ratio of 2. The samples
B and C show reduced peaks occurring at longer periods indicating
retardation. The sample D, containing 1% CLS, completely inhibits hydra-
tion. If C 3 S is treated with 1% CLS solution at a water/solid ratio 0.5, the
percentage of CLS based on C 3 S would be 0.5, the same as sample C. The
resulting curve, however, would be similar to D. These results suggest that
C 3 S is stabilized in contact with a CLS solution of concentration above
0.25%.
The TG and DTA techniques have been used to study the effect of
0.5% CLS on C 3 S hydration. Free lime and combined water contents were
determined at different times of hydration. The initial rate of hydration of
C 3 S was retarded. At a dosage of 0.8%, the hydration is inhibited up to thirty
days. [11][12]
DTA was used by Ramachandran to explain the adsorption-desorp-
tion of calcium lignosulfonate in the C 3 S-H 2 O system. [11][13] The adsorption
and desorption curves for C 3 S containing CLS are given in Fig. 5. Ligno-
sulfonate does not adsorb on the anhydrous C 3 S in a nonaqueous system. A
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