共查询到20条相似文献,搜索用时 15 毫秒
1.
J. G. M. de Jong H. N. Stein J. M. Stevels 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》1968,18(9):270-276
The influence of amorphous Al(OH)3 on the hydration of tricalcium aluminate was investigated in pastes and in suspensions. In suspensions it was found that amorphous Al(OH)3 started to dissolve almost immediately, and a stage was passed in which most of the anions present in the aqueous phase were polymeric aluminate units. Paste hydration results could be understood by assuming that highly soluble amorphous Al(OH)3 dissolved and, by so doing, adjusted the concentrations in the aqueous phase so as to cause precipitation of some less soluble form of Al(OH)3, thereby retarding hydration. 相似文献
2.
V.S. Ramachandran 《Cement and Concrete Research》1973,3(1):41-54
Hydration characteristics of tricalcium aluminate and tricalcium aluminate + gypsum were studied following addition of 0.5, 1.0, 5.0 or 10.0% triethanolamine (TEA) at a solution/C3A ratio of 1.0 after hydration periods of 1 to 60 min. TEA accelerated the hydration of C3A to the hexagonal aluminate hydrate and its conversion to the cubic aluminate hydrate. The rate of hydration increased with increased amounts of TEA, which also accelerated the formation of ettringite in the C3A-gypsum-H2O system. 相似文献
3.
Mario Collepardi Giorgio Baldini Marco Pauri Mario Corradi 《Cement and Concrete Research》1978,8(6):741-751
The effect of pozzolanas on the C3A hydration with and without lime and gypsum was examined. The addition of pozzolana lowers the heat evolution caused by C3A hydration. Lime combination with C3A and its hydration product is favoured by the addition of pozzolana, with a different mechanism of reaction depending on the presence of gypsum. Volcanic pozzolana in the presence of lime accelerates the transformation from hexagonal hydroaluminate to cubic C3AH6. 相似文献
4.
The influence of sodium aromatic sulfonates on the hydration of C3A alone or plus gypsum was investigated specially relating to the molecular structure of the additives. It was found that the existence of sodium aromatic sulfonates retards the hydration of C3A either with or without gypsum, and the degree of retardation depends upon the structures of sodium aromatic sulfonates. 相似文献
5.
N.B. Milestone 《Cement and Concrete Research》1976,6(1):89-102
Two commercial calcium lignosulphonates have been separated into various fractions by ion exchange and dialysis. The effect of these fractions on the hydration of C3A has been studied and the nature of the active fraction elucidated. It is concluded that aldonic acids are responsible for the greater part of the retardation of C3A. 相似文献
6.
Based on a conceptual model for the stages of hydration of tricalcium aluminate in the presence of gypsum, a mathematical model was developed for the kinetics of hydration. The model was solved, illustrated and compared to experimental heat release data. Analytical equations were presented for the first two stages, while the last stages of hydration reduced to a previously developed model for the hydration of tricalcium aluminate in the absence of gypsum. Results suggested that pore diffusion through a thickening ettringite barrier layer controlled the first stage of hydration, while pore diffusion through a thinning ettringite barrier layer controlled the second stage. After the ettringite layer disappeared, the reaction of the remaining tricalcium aluminate proceeded more rapidly, but by a similar mechanism, than in the absence of sulfate containing species. 相似文献
7.
In this paper analytical evidence on crystal structure and hydration behaviour of C3A solid solutions with MgO, SiO2, Fe2O3, Na2O and K2O is given. Samples were prepared using an innovative sol-gel process as precursor, examined by X-ray powder diffraction, infra-red spectroscopy and the crystal structure was refined by the Rietveld method. A significant shift of lattice parameters was found for C3A solid solutions with SiO2, Fe2O3 or Na2O but only minor changes were detected for K2O. The hydration of C3A solid solutions in the absence of CaSO4 was accelerated for samples doped with SiO2 or K2O and it was retarded in the case of MgO, Fe2O3 or Na2O. The hydration in the presence of CaSO4 was accelerated when C3A was doped with K2O or Na2O, whereas Fe2O3 strongly retarded the hydration. The doping with SiO2 nearly had no influence on the hydration, the effect of MgO was not straight forward. 相似文献
8.
K. Mori T. Fukunaga K. Iwase K. Oishi M. Yonemura M. Sugiyama T. Kamiyama 《Cement and Concrete Research》2006,36(11):2033-2038
Mechanical milling was carried out to synthesize amorphous tricalcium silicate (Ca3SiO5) sample, where Ca3SiO5 is the most principal component of Portland cement. The partial phase transformation from the crystalline to the amorphous state was observed by X-ray and neutron diffractions. Moreover, it was found that the structural distortion on the Ca-O correlation exists in the milled Ca3SiO5. The hydration of the milled Ca3SiO5 with D2O proceeds as follows: the formation of hydration products such as Ca(OD)2 rapidly occurs in the early hydration stage, and then proceeds slowly after about 15 h. The induction time for the hydration of the milled Ca3SiO5 is approximately one half shorter than that for the hydration of the unmilled one. This result means that the mechanical milling brings about the chemical activity of Ca3SiO5 for hydration, and may be particularly useful for increasing the reactivity in the early hydration stage. 相似文献
9.
N.B. Milestone 《Cement and Concrete Research》1977,7(1):45-52
The effect of glucose and some glucose oxidation products on tricalcium aluminate hydration has been studied. The results are in agreement with the theory that stabilization of hexagonal C4AH13 determines the retardation. It is assumed that the glucose oxidation products are more effective retarders than glucose because they are more stable in alkaline conditions. 相似文献
10.
The influence of active silica upon the tricalcium silicate hydration was studied. On the microcalorimetric curves a considerable acceleration of the process with dormant period elimination was observed. The reason for this is the lowering of calcium ions concentration in the solution as they are consumed, rapidly by the CSH phase formation of a low C/S ratio. Basing on these results the authors presume that the delaying factor of C3S hydration process is the quasi-stationary layer supersaturated with calcium ions surrounding the anhydrous grains of tricalcium silicate. 相似文献
11.
V. S. Ramachandran 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》1972,22(11):1125-1138
The hydration characteristics of 3CaO.SiO2 or β2CaO.SiO2 are studied by an addition of 0.0, 0.1, 0.5 or 1.0% triethanolamine. The amount of Ca(OH)2 found at 1, 3, 7 or 28 days was in the order C3S + 0% TEA > C3S +0.1% TEA > C3S + 0.5% TEA > C3S+1.0% TEA, irrespective of whether lime was estimated by X-ray, DTA, TGA or chemical analysis. The rate of hydration, in terms of the disappearance of 3CaO.SiO2, showed that hydration proceeded faster in the presence of TEA after 1 day. Additions of TEA increase the induction period, promote the formation of a C-S-H with higher CaO/SiO2 ratio, increase the formation of non-crystalline Ca(OH)2 and enhance the surface area of the hydrated silicate product. 相似文献
12.
Pozzolanic mineral additives, such as silica fume (SF) and metakaolin (MK), are used to partially replace cement in concrete. This study employs extensive experimentation and simulations to elucidate and contrast the influence of SF and MK on the early age hydration rates of tricalcium silicate (triclinic C3S), the major phase in cement. Results show that at low replacement levels (i.e., ≤10%), both SF and MK accelerate C3S hydration rates via the filler effect, that is, enhanced heterogeneous nucleation of the main hydration product (C–S–H: calcium‐silicate‐hydrate) on the extra surfaces provided by the additive. The filler effect of SF is inferior to that of MK because of agglomeration of the fine particles of SF, which causes significant reduction (i.e., up to 97%) in its surface area. At higher replacement levels (i.e., ≥20%), while SF continues to serve as a filler, the propensity of MK to allow nucleation of C–S–H on its surface is substantially suppressed. This reversal in the filler effect of MK is attributed to the abundance of aluminate [Al(OH)4?] ions in the solution—released from the dissolution of MK—which inhibit topographical sites for C–S–H nucleation and impede its subsequent growth. Results also show that in the first 24 hours of hydration, MK is a superior pozzolan compared to SF. However, the pozzolanic activities of both SF and MK are limited and, thus, do not produce significant alterations in the early age hydration kinetics of C3S. Overall, the outcomes of this study provide novel insights into the mechanistic origins of the filler and pozzolanic effects of SF and MK, and their impact on cementitious reaction rates. 相似文献
13.
J. G. M. de Jong H. N. Stein J. M. Stevels 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》1968,18(1):9-17
Experiments by isothermal calorimetry, indicate that the hydration of 3CaO·SiO2 (C3S) is influenced very little by gibbsite; it is influenced by bayerite to a somewhat larger extent. In the presence of amorphous Al(OH)3 the reaction of C3S with water shows a very complicated course and gives four heat peaks. If CaO is added in addition to this Al(OH)3, the third and the fourth heat peaks are more pronounced. From qualitative d.t.a., infra-red, electron-microscope and X-ray investigations, as well as from quantitative X-ray analysis, a reaction mechanism is proposed. The quantity of C3S reacted, determined by means of quantitative X-ray analysis, is greater during the reaction of 2·00 g C3S with 0·40 g amorphous Al(OH)3, 0·08 g CaO and 2·00 ml water, than during the reaction of 2·00 g C3S with 2·00 ml water. 相似文献
14.
Cubic and orthorhombic crystals of tricalcium aluminate doped with Na2O, Fe2O3 and SiO2 were prepared and examined using an electron probe microanalyzer. The cationic ratios based on six oxygen atoms were derived from the oxide compositions. These data, together with those in previous studies for clinker aluminates containing Mg2+ and K+, provided excellent correlations between Al+Fe and Si (Al+Fe=2.001−1.03Si) and Ca+Mg and Na+K+Si [Ca+Mg=3.006−0.51(Na+K+Si)]. The chemical variation that is constrained by these equations is well accounted for by the general formula (Na,K)2x(Ca,Mg)3−x−y[(Al,Fe)1−ySiy]2O6, where x is the amount of Ca substituted by Na and K (0≤x<0.158), and y is the amount of Al substituted by Si (0≤y<0.136). The crystal system changed from cubic to orthorhombic with increasing x value. The substitution of Si and Fe for Al extended the solid solution range of the orthorhombic phase to lower values of x, while its effect on the solid solution range of the cubic phase was reversed. 相似文献
15.
Vito Alunno-Rossetti Gerardo Chiocchio Mario Collepardi 《Cement and Concrete Research》1973,3(6):665-676
Samples of C3s, hydrated at room temperature for 0, 2, 4, 8 and 24 hours, were steam cured at 130, 160 and 190°C for 5, 15 and 24 hours, in order to assess the influence of preliminary curing on autoclave hydration. The room temperature curing duration affects the autoclave hydration of C3S, mainly at low temperatures. The types and relative amounts of the obtained products are also markedly affected by the preliminary treatment. 相似文献
16.
A study has been made of the influence of calcium salts, as set-controlling admixtures, on the hydration of tricalcium silicate. It is found that some admixtures modify the morphology of C-S-H gel and for calcium hydroxide. Changes in capillary porosity distribution can be correlated with changes in the morphology of the outermost C-S-H gel. It is concluded that capillary porosity, as controlled by the degree of hydration is still the dominant factor controlling tensile strength. 相似文献
17.
C3S samples of different fineness were precured at room temperature and subsequently autoclaved. It was found that, as the fineness is increased: 1) the effect of precuring on the hydration rate of C3S in autoclave is less evident; 2) the precuring time corresponding to the highest amount of C3SH1.5 becomes longer; 3) particularly for short precuring times, the quantity of C3SH1.5 decreases and the formation of α-C2SH is favored; 4) the amounts of the two crystalline hydrated silicates are reduced while the formation of CSH is favored. 相似文献
18.
The effect of carbonate and/or lignosulfonate on the hydration of C3S alone and in the presence of C3A has been examined by DTG and TG curves and by zeta potential measurements. The combined addition of sodium carbonate and lignosulfonate strongly retards C3A hydration. However by mixing 20 % C3A with C3S the retarding effect is significantly lower. On the other hand the early C3A hydration is completely blocked by sodium carbonate and lignosulfonate simultaneously added. It seems that the fluidifying effect of the combined addition of those admixtures could be ascribed to both the dispersing action and the completely blocking effect on the early C3A hydration. 相似文献
19.
Calcium monosilicoaluminate C3A·CaSiO3·12 H2O and calcium trisilicoaluminate C3A·3 CaSiO3·31 H2O have been identified in pastes of C3S + C3A. Electron probe microanalysis and scanning electron microscopy with energy X-ray dispersive analysis show that silicoaluminates are both formed around C3A grains by diffusion of silicate ions from C3S grains through solution. In samples containing gypsum, these silicate ions diffuse through the sulfoaluminate zone. 相似文献
20.
The effect of manganese substitution into the crystal structure of the tricalcium aluminate Ca3Al2O6 has been studied by X-ray, analytical electron microscopy, IR spectroscopy and electronic spin resonance. The limit of solid solution of manganese in this phase was determined. The formula proposed for this solubility is (Ca2.984Mn0.016)(Al1.979Mn0.021)O6. In presence of CaO and Al2O3 the manganese reacts to give Ca2AlMnO5 phase, reducing appreciably tricalcium aluminate contents. 相似文献