In order to get definit information as to the influence of gypsum on the setting and hardning of portland cement, the authors measured the rate of hydration of three synthetic clinkers and two commercial clinkers using as much amount of water as in the setting and strength test.
The estimation of the rate of reaction was made by the quantitative X-ray analysis to determine the amount of each mineral remaining still unchanged in the hydrated specimens. This method guarantees the results being entirely independent of the nature of reaction as well as the change of form and the composition of the hydrates.
In order to find out the relation between the rate of hydration and of setting of cement clinker, the time of setting of small specimens were measured by the standard method, while the rate of hydration was determined by the X-ray analysis.
The results are summarized as follows:
(1) Among 4 major minerals, tricalcium aluminate phase showed the largest rate giving 10-30% hydration in 3 minutes after the mixing with water. It was found that the addition of gypsum lowered such high values considerably, although the process of mixing up gave more or less the same effect for most of the clinkers.
Without gypsum, however, the clinker of low alite and high tricalcium aluminate phase behaved as flash set, and in this case, the rate of hydration of tricalcium aluminate phase was as high as 30% in 3 minutes after the mixing with water. With the addition of gypsum this value was lowered to 20%, and the clinker became normal set.
The rate of hydration of celite was found to be considerably large, giving 8-20% hydration immediately after the mixing with water, and this value was lowered by several percents by the addition of gypsum. Alite phase was less active giving a few percent hydration after 3 minutes with an increase to 10% in 5 minutes.
Based on above facts the authors concluded that the cause of the reterdation of setting of cement by gypsum would be the decrease of the rate of hydration, essentially, of tricalcium aluminate phase by the action of gypsum and also by Ca(OH)
2 liberated from alite.
The estimation of the degree of hydration of clinker taken all together was made using the rates mensioned above and the mineral composition of clinker calculated from X-ray data with a result of 10% in 3 minutes and 10-15% in 5 hours, in which tricalcium aluminate held the largest value in early stage. Gypsum proved to lower above figures showing a strong trend of checking the hydration velocity of tricalcium aluminate phase.
The authors consider that these facts provide a strong support to the theory advanced by them.
(2) In order to correlate the hydration of cement minerals and the development of the strength of mortars, the test with small specimens (1×1×7cm
3, W/C=50%, 1:3 mortar) on one hand, and on the other hand the measurement by X-ray of the rate of hydration of the minerals in the paste containing the same amount of water was carried out.
In a long time alite phase showed the largest rate of hydration reaching to 40-70% in 1 day and to 80-100% in 28 days. Except the very early stage of hydration, tricalcium aluminate phase came in the second place giving the figures of 40-60% in 1 day and 60-80% in 28 days. Celite phase came to the next giving the values, 20-40% in 1 day and 50-70% in 28 days. Belite phase was most inactive, whose rates of hydration were 5-15% in 1 day and about 30% in 28 days.
The addition of gypsum brought the increase of the rate of hydration of alite phase, and in conformity with this, the acceleration of the development of mortar strength throughout the whole period was confirmed. The optimum amount of gypsum was found to be 2.5% reduced to SO
3, except one sample containing exceedingly small amount of alite phase, for which 5.0% SO
3 was the optimum.
The increase of the rate of hydration of belite and celite phase
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