| 690 | 19 | 81 |
| 下载次数 | 被引频次 | 阅读次数 |
研究了硅酸盐水泥水化动力学与水化过程中水化硅酸钙(C-S-H)形成之间的相互作用。结果表明:水泥水化反应过程中的液相组成对C-S-H的成核与生长速率有很大的影响。因此,对于不同的水泥,C_3S、C_2S和方解石表面的无序纳米C-S-H颗粒团聚体的结构变化很大;掺加矿物掺合料和温度变化对此也有很大影响。C-S-H的化学组成直接取决于液相组成。硅酸盐水泥水化诱导期由C-S-H的成核速率决定。同时,水泥1 d的水化程度主要与C-S-H生长模式和速率有关;影响水泥1 d水化程度的因素主要是C-S-H生长的速率和模式,以及水分子和离子透过水泥颗粒表面已形成的C-S-H层的渗透性。因此,如果调控C-S-H成核和生长的速率的参数已知,则可以有效地控制硅酸盐水泥的早期水化,特别是可有效提高水泥水化程度,在可持续发展理念的基础上达到水泥的高效利用。
Abstract:A mutual interaction occurs between the kinetics of the hydration of Portland cement and hydrated calcium silicate(C-S-H)formed as a result of the chemical reactions involved.The results show that the liquid phase composition that also depends on the occurring chemical reactions has a major impact on the nucleation and growth rates of C-S-H.As a consequence,the structure of the agglomerates of unordered C-S-H nanometric particles on C_3S,C_2S or calcite surfaces will vary from a Portland cement to another one but also in the presence of admixtures or with temperature variations.The stoichiometry of C-S-H also directly depends on the liquid phase composition.On the other hand,the induction period found during Portland cement hydration is governed by the rate of nucleation of C-S-H.Also,the percentage of hydration reached at 1 d is principally correlated to the rate and mode of growth of C-S-H and then to the permeability of water molecules and ions through the layer of C-S-H formed on cement grains.Once the parameters that enable us to tune C-S-H nucleation and growth are known,it is thus possible to master more efficiently the early hydration of Portland cement and especially reach higher percentages of reaction leading to a more efficient use of cement in the logic of sustainable development.
[1]GAUFFINET S,FINOT E,LESNIEWSKA E,et al.Observation directe de la croissance d'hydrosilicate de calcium sur des surfaces d'alite et de silice par microscopie a force atomique[J].Comptes Rendus de l'Academie des Sciences-SeriesⅡA-Earth and Planetary Science,1998,327:231-236.
[2]NONAT A.The structure and stoichiometry of C-S-H[J].Cem Concr Res,2004,34:1521-1528.
[3]LESKO S,LESNIEWSKA E,NONAT A,et al.Investigation by atomic force microscopy of forces at the origin of cement cohesion[J].Ultramicroscopy,2001,86:11-21.
[4]GARRAULT-GAUFFINET S.Etude experimental et par simulation numerique de la cinetique de croissance et de la structure des hydrosilicates de calcium,produits d'hydratation des silicates tricalciques et dicalcique[D],(in French),Universite de Bourgogne,Dijon,1998.
[5]HAAS J,NONAT A.From C-S-H to C-A-S-H:Experimental study and thermodynamic modelling[J].Cem Concr Res,2015,68:124-138.
[6]BEGARIN F.Etude de parametres endogenes et exogenes au ciment Portland ordinaire influencant l'hydratation de sa phase principale:le silicate tricalcique[D].(in French),Universite de Bourgogne,Dijon,2012.
[7]KOVACEVIC G,PERSSON B,NICOLEAU L,et al.Atomistic modelling of crystal structure of Ca_(1.67)SiH_x[J].Cem Concr Res,2015,67:197-203.
[8]LABBEZ C,NONAT A,POCHARD I,et al.Experimental and theoretical evidence of overcharging of calcium silicate hydrate[J].J Colloid Interface Sci,2007,309:303-307.
[9]VIALLIS-TERRISSE H,NONAT A,PETIT J-C.Zeta-Potential Study of Calcium Silicate Hydrates Interacting with Alkaline Cations[J].J Colloid Interface Sci,2001,244:58-65.
[10]DAMIDOT D,NONAT A,BARRET P,et al.C_3S hydration in diluted and stirred suspension:(Ⅲ)NMR study of C-S-H precipitated during the two kinetic by steps[J].Adv Cem Res,1995,7:1-8.
[11]PLUSQUELLEC G.Analyse in situ de suspensions de silicate de calcium hydrate:application aux interactions ioniques a la surface des particules[D].(in French),Universite de Bourgogne,Dijon,2014.
[12]DAMIDOT D,NONAT A.C_3S hydration in diluted and stirred suspension:(I)Study of the two kinetic steps[J].Adv Cem Res,1994,6:27-35.
[13]DAMIDOT D,NONAT A.C_3S hydration in diluted and stirred suspension:(Ⅱ)Properties of C-S-H precipitated during the two kinetic steps[J].Adv Cem Res,1994,6:83-91.
[14]BELLMANN F,DAMIDOT D,MOSER B,et al..Improved evidence for the existence of an intermediate phase during hydration of tricalcium silicate[J].Cem Concr Res,2010,40:875-884.
[15]NICOLEAU L,NONAT A,PERREY D.The di-and tricalcium silicate dissolutions[J].Cem Concr Res,2013,47:14-30.
[16]ALIZADEH R,RAKI L,MAKAR J M,et al.Hydration of tricalcium silicate in presence of synthetic calcium silicate hydrate[J].J Mater Chem,2009,19:7937-7946.
[17]DAMIDOT D.Physico-chemistry applied to cement-based materials[J].J Chin Ceram Soc,2012,40:1-6.
[18]CAMILLERI J,SORRENTINO F,DAMIDOT D.Investigation of the hydration and bioactivity of radiopacified tricalcium silicate cement,Biodentine and MTAAngelus[J].Dental Mater,2013,29:580-593.
基本信息:
DOI:10.14062/j.issn.0454-5648.2015.10.03
中图分类号:TQ172.11
引用信息:
[1]Denis DAMIDOT,Christine LORS.水泥水化与水化硅酸钙的结构和化学组成之间的相互作用(英文)[J].硅酸盐学报,2015,43(10):1324-1330.DOI:10.14062/j.issn.0454-5648.2015.10.03.
2015-10-15
2015-10-15