The pozzolanic activity of nano-SiO2 and silica fume was comparatively studied by X-ray diffraction (XRD), differential scanning calorimetry (DSC), scanning electron microscopy (SEM) and the compressive, bond and bending strengths of hardened paste and concrete were also measured. Results indicate that the compressive strength development of the paste made from Ca(OH)2 and nano-SiO2, the reaction rate of Ca(OH)2 with nano-SiO2 and the velocity of C-S-H gel formation from Ca(OH)2 with nano-SiO2 showed marked increases over those of Ca(OH)2 with silica fume. Furthermore, the bond strength at the interface between aggregate and hardened cement paste, and the bending strength of concrete incorporated with 3% NS increased more than those with SF, especially at early ages. To sum up, the pozzolanic activity of nano-SiO2 was much greater than that of silica fume. The results suggest that with a small amount of nano-SiO2,the Ca(OH)2 crystal at the interface between hardened cement paste and aggregate at early ages may be effectively absorbed in high performance concrete.
参考文献
[1] | 王昕,谭训彦,尹衍升,周玉,候耀永.纳米复合陶瓷增韧机理分析[J].陶瓷学报,2000(02):107-111. |
[2] | 容敏智,章明秋,郑永祥,曾汉民.纳米SiO2增韧增强聚丙烯的界面效应与逾渗行为[J].复合材料学报,2002(01):1-4. |
[3] | DONG Li-jie,XIONG Chuan-xi,CHEN Juan,Nan Ce-Wen.Dielectric Behavior of BaTiO3/PVDF Nanocomposites In-situ Synthesized by the Sol-Gel Method[J].武汉理工大学学报(材料科学版)英,2004(01):9-11. |
[4] | HUANG Ke-zhi,XIONG Yan,Gong Yun,ZHANG Chao-can.Preparation of SiO2 Nanoparticles by Ion Exchanging and Study on Their Dispersion Stability[J].武汉理工大学学报(材料科学版)英,2004(02):7-10. |
[5] | H F W Taylor.Nanostructure of C-S-H:Current Status[J].Advances in Cement Based Materials,1993(01):38-46. |
[6] | I.G.Richardson .The nature of the hydration products in hardened cement pastes[J].Cement & concrete composites,2000(2):97-113. |
[7] | Zhang X.;Chang W. .Nanostructure of Calcium Silicate Hydrate Gels in Cement Paste[J].Journal of the American Ceramic Society,2000(10):2600-2604. |
[8] | I G Richardson;G W Groves .Models for the Composition and Structure of Calcium Silicate Hydrate (C-S-H) Gel in Hardened Tricalcium Silicate Pastes[J].Cement and Concrete Research,1992,22:1001-1006. |
[9] | Susanta Chatterji .Comment on "mesostructure of calcium silicate hydrate (C-S-H) Gels in portland cement paste: short-range ordering, nanocrystallinity, and local compositional order"[J].Journal of the American Ceramic Society,1997(11):2959-2960. |
[10] | D R G Mitchell;I Hinczak;RA Day .Interaction of Silica Fume with Calcium Hydroxide Solutions and Hydrated Cement Pastes[J].Cement and Concrete Research,1998,28:1571-1576. |
[11] | J J Larbi;A L A Fraay;J M Bijen .The Chemistry of the Pore Fluid of Silica Fume-Blended Cement Systems[J].Cement and Concrete Research,1990,20:506-511. |
[12] | V.G.Papadakis .Experimental investigation and theoretical modeling of silica fume activity in concrete[J].Cement and Concrete Research,1999(1):79-86. |
[13] | S Li;D M Roy;A Kumar .Quantitative Determination of Pozzolanas in Hydrated Systems of Cement or Ca(OH)2 with Fly Ash or Silica Fume[J].Cement and Concrete Research,1985,15:1079-1084. |
[14] | H F W Taylor.Cement Chemistry[M].London:Academic Press,1990:305-307. |
[15] | J. Zelic;D. Rusic .The role of silica fume in the kinetics and mechanisms during the early stage of cement hydration[J].Cement and Concrete Research,2000(10):1655-1662. |
[16] | H F W Taylor.Cement Chemistry[M].London:Academic Press,1990:146-148. |
- 下载量()
- 访问量()
- 您的评分:
-
10%
-
20%
-
30%
-
40%
-
50%