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水泥砂浆的低温电导率与温度关系及NaCl的影响 被引量:1

Relationship Between Conductivity and Temperature of Cement Mortar at Low Temperature and the Effect of NaCl
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摘要 研究了水灰比为0.50~0.65的水泥砂浆分别经烘干、纯水饱和及5%NaCl溶液饱和后在-21--12℃之间的电导率。结果表明,经60℃烘干的水泥砂浆的电导率随原始砂浆水灰比的增大而降低,电导率的对数与绝对温度的倒数呈线性关系,成型水灰比不同的烘干水泥砂浆的离子迁移表观活化能差别较小;纯水饱和砂浆电导率的对数随绝对温度的倒数变化曲线在1/T=3.72×10-3 K-1(即约-4℃)附近存在一个明显的转折点,用5%NaCl溶液饱和的水泥砂浆的电导率显著高于纯水饱和砂浆,且电导率的对数随绝对温度的倒数变化曲线上的转折点降低到-7℃左右。 The relationships between the conductivity of cement mortars and the temperatures between --20 ℃ and 10 ℃ were studied. The mortars were prepared with the water-to-cement ratios (w/c) between 0. 50 and 0. 65, and pretreated by three ways, dried at 60 ℃, saturated with water and saturated with 50//00 NaC1 solution, respective- ly. The results show that the conductivities 0f the dried cement mortars decrease with their original water-to-cement ratios. There are linear relationships between the logarithms of conductivity (lga)and the reciprocal of temperatures (1/T). The apparent activation energies of ion migration in dried mortars prepared with different water-to-cement ra- tios are basically the same. There are turning points at about --4 ℃ (1/T=3.72×10 -3 K-2) on the lgo-1/T curves of the water saturated mortars. The NaCI solution saturated mortars have much high conductivities and the turning points reduced to about --7 ℃.
出处 《材料导报》 EI CAS CSCD 北大核心 2015年第8期134-137,共4页 Materials Reports
基金 国家自然科学基金(51461135001)
关键词 水泥砂浆 电导率 温度 NACL溶液 cement mortar, conductivity, temperature, NaC1 solution
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参考文献16

  • 1Glasser F P, Marchand J, Samson E. Durability of concrete-- Degradation phenomena involving detrimental chemical reac- tions[J]. Cem Concr Res, 2008,38 (2) : 226.
  • 2Jacobsen S, Sallevold E J, Matala, S. Frost durability of high strength concrete effect of internal cracking on ice for- mation[J]. Cem Concr Res, 1996,26(6) : 919.
  • 3Penttala V, A1-Neshawy F. Stress and strain state of con-crete during freezing and thawing cycles [J]- Cem Coner Res, 2002,32(9) : 1407.
  • 4Karag61 F, Demirboga R, Kaygusuz M A, et al. The in- fluence of calcium nitrate as antifreeze admixture on the compressive strength of concrete exposed to low tempera- tures[J]. Cold Reg Sci Techn, 2013,89 : 30.
  • 5Sakai K, Watanabe H, Nomachi H, et al. Antifreeze ad- mixture developed in Japan[J]. Concr Int, 1991,13(3) : 26.
  • 6Korhonen C, Cortez E R. Antifreeze admixtures for cold weather concreting[J]. Concr Int, 1991,13(3) :38.
  • 7杨英姿,巴恒静.负温防冻剂混凝土的界面显微结构与性能[J].硅酸盐学报,2007,35(8):1125-1130. 被引量:42
  • 8Zeng Qiang, Li Le, Pang Xiaoyun, et al. Freeze-thaw be- havior of air entrained cement paste saturated with 10 wt. NaC1 solution[J]. Cold Reg Sci Techn, 2014,102 : 21.
  • 9Skripkiflnas G, Nagrockien D, Girskas G, et al. The ce- ment type effect on freeze-thaw and deicing salt resistance of concrete[J]. Procedia Eng, 2013,57 : 1045.
  • 10Cail H, Liu X. Freeze-thaw durability of concrete: Ice for- mation process in pores [J]. Cem Concr Res, 1998,28 (9) : 1281.

二级参考文献9

  • 1Lu Cui,Jong Hermanm,Cahyadi.Permeability and pore sructure of OPC paste[J].Cement and Concrete Research,2001,31(2):277-282.
  • 2V T Ngala,C L Page,L J Parrott,et al.Diffusion in cementitious materials:ilfurther investigations of chloride and oxygen diffusion in well-cured OPC and OPC/30% PFA plastes[J].Cement and Concrete Research,1995,25 (4):819-826.
  • 3V T Ngala,C L Page.Effects carbonation on pore structure and diffusional properties of hydrated cement pastes[J].Cement and Concrete Research,1997,27(7):995-1007.
  • 4杨英姿.负温防冻剂混凝土界面显微结构与性能研究[D].哈尔滨:哈尔滨建筑大学,1995.
  • 5KAMAL Henri Khayet.Frost durability of concrete containing viscositymodifying admixture[J].ACI Mater J,1995,92:625-633.
  • 6JUHAN Aavik.SATISH Chandra.Influence of organic admixture and testing method on freeze-thaw resistance of concrete[J].ACI Mater J,1995,92:10-14.
  • 7ZHIGNIEW Rusin.A mechanism of expansion of concrete aggregate due to frost action[J].Cem Concr Res,1991,21:614-624.
  • 8吴中伟,廉慧珍.水泥基复合材料科学研究中的辩证思维[J].混凝土,2000(4):3-7. 被引量:31
  • 9朱卫中.负温混凝土及其抗冻临界强度研究[J].低温建筑技术,1991,14(3):36-38. 被引量:12

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