期刊文献+

水化时间对矿物掺合料混凝土抗氯离子渗透性的影响

THE TIME-DEPENDENT CHLORIDE PERMEABILITY OF BLENDED CONCRETE
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摘要 用电导率法研究了分别掺加粉煤灰、磨细矿渣、硅粉等矿物掺合料混凝土的氯离子渗透性与水化时间的关系,发现在180d养护时间内混凝土的电导与时间经拟合为幂函数关系,且矿物掺合料混凝土电导对养护时间更敏感;混凝土中掺加矿物掺合料可以显著降低混凝土的导电能力;水胶比对混凝土渗透性有较大影响,水胶比越大,混凝土抵抗氯离子渗透的能力越低。 An electrical conductivity method is employed to estimate the temporal dependence of the chloride permeability of blended concretes (fly ash, ground granulated blast-furnace slag, silica fume). The results show that a power law function is suited to describe the relationship between conductance and time after 180 days' curing, and the function parameters are mathematically fitted. Mineral admixtures can remarkably improve the concrete electrical resistance. The water to binder ratio (W/B) has also great influence on the concrete resistance to chloride penetration, the higher the W/B, the lower permeability of the concrete to chloride.
出处 《工业建筑》 CSCD 北大核心 2006年第12期9-11,8,共4页 Industrial Construction
基金 河北科技大学校立科研基金资助项目(编号:XL2005003)
关键词 掺合料混凝土 氯离子 电导 渗透养护时间 blended concrete chloride conductance permeability curing time
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参考文献10

  • 1ASTM C1202-94 Standard Test Method for Electrical Indication of Concrete Ability to Resist Chloride Ion Penetration
  • 2DL/T 5150-2001 水工混凝土试验规程
  • 3Tang Luping,Lars-Olof Nilsson.Rapid Determination of the Chloride Diffusivity in Concrete by Applying an Electrical Field.ACI MaterialsJournal,1992,89 (1):49-53
  • 4路新瀛,张华新,王晓睿.混凝土渗透性电测方法评述[J].混凝土与水泥制品,2003(4):7-9. 被引量:38
  • 5Baforth P B.The Deviation of Input Data for Modeling Chloride Ingress from Eight-Year UK Coastal Exposure Trials.Magazine of Concrete Research,1999,51(2):87-96
  • 6Mangat P S,Molloy B T.Prediction of Long Term Chloride Concentration in Concrete.Materials and Structures,1994,27:338 -346
  • 7Dhir R K,Jones M R.Prediction of Total Chloride Content Profile and Concentration/Time-Dependent Diffusion Coefficients for Concrete.Magazine of Concrete Research,1998,5 (1):37-48
  • 8Abo EI-Eneln S A,Kothata M F,Hanna G B,et al.Electrical Conductivity of Concrete Containing Silica Fume.Cement and Concrete Research,1995,25(8):1615-1620
  • 9Rolf F Feldman.Investigation of the Rapid Chloride Permeability Test.ACI Materials Journal,1994,92(2):246-255
  • 10Dale P,Bentz,Feng X,Hooton R D.Time-Dependent Diffusivities:Possible Misinterpretation due to Spatial Dependence//Second International RILEN Workshop on Testing and Modelling the Chloride Ingress into Concrete,Paris:2000

二级参考文献17

  • 1李翠玲.[D].清华大学,1998年.
  • 2陈美霞.[D].清华大学,1999年.
  • 3J. Kropp, H.K. Hilsdrof, edited, Performance Criteria for Concrete Durability, published by E&FN SPON, 1995.
  • 4ASTM C1202- 94 Standard test method for electrical indication of concrete ability to resist chloride ion penetration, 1994.
  • 5Min - hong Zhang and O.E. Gjorv, Permeability of high - strength lightweight concrete, ACI Materials Journal, 1991, 88,463 - 469.
  • 6H.T. Cao, L. Bucea, B. Meck, Rapid assessment of concrete' s resistance to chloride penetration - modified ASTM C1202, Concrete Institute of Australia - Concrete 97, pp391 - 397.
  • 7Feldman R. F. Chan G. W. Brousseau R. J. and Tumidajski P. J.Investigation of the rapid chloride permeability test. AC1 Materials Journal.1994, 91(2):246-255.
  • 8NT Build 443, Concrete, Hardened: Accelerated Chloride Penetration, 1995 - 11.
  • 9S. Goto and D.M. Boy, Diffusion of ions through hardened cement pastes, Cement and Concrete Research, 1981, 11, 751- 757.
  • 10NT Build 355, Concrete, Mortar and Cement Based Repair Materials:Chloride Diffusion Coefficient from Migration Cell Experiments, 1997- 11.

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