Differential thermal investigation of the system tricalcium silicate : calcium lignosulfonate : water in the presence of tricalcium aluminate and its hydrates

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ConferenceProceedings of the 3rd International Conference on Thermal Analysis: 1971, Davos, Switzerland
Pages255267; # of pages: 13
Subjectconcrete admixtures; cement; hydration; differential thermal analysis; Concrete; adjuvant; ciment; hydratation; analyse thermique differentielle
AbstractThe hydration kinetics of tricalcium silicate (C[3]S) in the presence of calcium lignosulfonate (CLS) and various other additives is followed by DTA, through an estimation of the CA(OH)[2] formed: Hydration of C[3]S is completely inhibited in the presence of 0.5 to 0.8 per cent CLS. Addition of 5 per cent tricalcium aluminate (C[3]A) is sufficient to promote the hydration of C[3]S, slowly at first and normally after 3 days. The hexagonal phase containing a mixture of 4CaO.Al[2]O[3].13H[2]O and 2CaO.Al[2] O[3].8H[2]O is less efficient than C[3]A in counteracting the inhibitive action of CLS, the cubic phase (3CaO.Al[2]O[ 3].6H[2]O) being practically ineffective. The inhibitive influence of CLS is more pronounced when added to a mixture of C[3]S and C[3]A pre-hydrated for a few minutes. The results are explained on the basis of the extent of irreversible uptake of CLS in the order C[3]A > hexagonal phase > cubic phase.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number13071
NPARC number20375935
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Record identifier4fb362cb-ea8b-45ee-8826-db7f713d51eb
Record created2012-07-23
Record modified2016-05-09
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