期刊文献+

Effect of Curing Regime on Degree of Al^(3+) Substituting for Si^(4+) in C-S-H Gels of Hardened Portland Cement Pastes 被引量:5

Effect of Curing Regime on Degree of Al^(3+) Substituting for Si^(4+) in C-S-H Gels of Hardened Portland Cement Pastes
原文传递
导出
摘要 The effect of curing regime on degree ofAl3+ substituting for Si^4+ (Al/Si ratio) in C-S-H gels of hardened Portland cement pastes was investigated by 29Si magic angel spinning (MAS) nuclear magnetic resonance (NMR) with deconvolution technique. The curing regimes included the constant temperature (20, 40, 60 and 80 ℃) and variable temperature (simulated internal temperature of mass concrete with 60 ℃ peak). The results indicate that constant temperature of 20 ℃ is beneficial to substitution ofAl3+ for Si4+, and AI/Si ratio changes to be steady after 180 d. The increase of Al/Si ratio at 40 ℃is less than that at 20℃ for 28 d. The other three regimes of high temperature increase Al/Si ratio only before 3 d, on the contrary to that from 3 to 28 d. However, the 20 ℃ curing stage from 28 to 180 d at variable temperature regime, is beneficial to the increase of AI/Si ratio which is still lower than that at constant temperature regime of 20 ℃ for the same age. A nonlinear relation exists between the Al/Si ratio and temperature variation or mean chain length (MCL) of C-S-H gels, furthermore, the amount ofAl3+ which can occupy the bridging tetrahedra sites in C-S-H structure is insufficient in hardened Portland cement pastes. The effect of curing regime on degree ofAl3+ substituting for Si^4+ (Al/Si ratio) in C-S-H gels of hardened Portland cement pastes was investigated by 29Si magic angel spinning (MAS) nuclear magnetic resonance (NMR) with deconvolution technique. The curing regimes included the constant temperature (20, 40, 60 and 80 ℃) and variable temperature (simulated internal temperature of mass concrete with 60 ℃ peak). The results indicate that constant temperature of 20 ℃ is beneficial to substitution ofAl3+ for Si4+, and AI/Si ratio changes to be steady after 180 d. The increase of Al/Si ratio at 40 ℃is less than that at 20℃ for 28 d. The other three regimes of high temperature increase Al/Si ratio only before 3 d, on the contrary to that from 3 to 28 d. However, the 20 ℃ curing stage from 28 to 180 d at variable temperature regime, is beneficial to the increase of AI/Si ratio which is still lower than that at constant temperature regime of 20 ℃ for the same age. A nonlinear relation exists between the Al/Si ratio and temperature variation or mean chain length (MCL) of C-S-H gels, furthermore, the amount ofAl3+ which can occupy the bridging tetrahedra sites in C-S-H structure is insufficient in hardened Portland cement pastes.
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2014年第3期546-552,共7页 武汉理工大学学报(材料科学英文版)
基金 Funded by the Major State Basic Research Development Program of China(973 Program)(No.2009CB623201) National Natural Science Foundation of China(No.51302070)
关键词 constant temperature variable temperature degree of Al3+ substituting for Si4+ C-S-H hardened cement pastes constant temperature, variable temperature, degree of Al3+ substituting for Si4+, C-S-H, hardened cement pastes
  • 相关文献

参考文献1

二级参考文献17

  • 1PING Y U,KIRKPATRICK R J,POE B, et al. Structure of calcium silicate hydrate (C-S- H) : Near-, mid-, and far-infrared spectroseopy[J]. Am Ceram Soc,1999,82(3) :742-748.
  • 2THOMAS J J ,CHEN J J ,JENNINGS H M. Ca-OH bonding in the C-S-H gel phase of tricalcium silicate and white Portland cement pastes measured by inelastic neutron scattering [J]. Chem Mater,2003,15(20) :3813-3817.
  • 3CHEN J J,THOMAS J J,TAYLOR H F W,et al. Solubilityand structure of calcium silicate hydrate[J]. Cem Concr Res, 2004,34(9) :1499-1519.
  • 4GRUTZEK M W. A new model for the formation of calcium silicate hydrate(C S-H)[J]. Mat Res Innuvat, 1999,3 (3) : 160-170.
  • 5CONG Xian-dong,KIRKPATRICK R J. 29Si MAS NMR study of the structure of calcium silicate hydrate[J]. Advn Cem Bas Mat,1996,3(3) :144-156.
  • 6SUN G K,YOUNG J F,KIRKPATRICK R J. The role of A1 in C-S-H:NMR, XRD, and compositional results for precipitated sampies[J]. Cem Concr Res,2006,36(1) :18-29.
  • 7RICHARDSON I G. The nature of C-S-H in hardened eements[J]. Cem Concr Res,1999,29(8) :1131-1147.
  • 8TAYLOR H F W. Nanostructure of C-S-H: Current status [J]. Advn Cem Bas Mat,1993,1(1) :38-46.
  • 9TAYLOR H F W. Proposed structure for calcium silicate hy drate gel[J]. Am Ceram Soe, 1986,69(6) : 464-467.
  • 10RICHARDSON I G,GROVES G W. Models for the composition and structure of calcium silicate hydrate(C-S-H) gel in hardened tricalcium silicate pastes[J]. Cem Concr Res, 1992, 22(6): 1001-1010.

共引文献23

同被引文献14

引证文献5

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部