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混凝土的抗盐冻性能 被引量:13

Freeze-deicing salt resistance of concrete
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摘要 为了配制抗盐冻混凝土,自行配制了AS型抗盐冻外加剂,并参照CDF混凝土抗盐冻试验方法,研究涂刷该外加剂的三种混凝土的抗盐冻性能。结果表明:涂刷AS型抗盐冻外加剂后,三种水灰比(0.40、0.36和0.32)的混凝土经56次盐冻后剥蚀量是未涂刷该外加剂混凝土的0.09%-0.07%,约降低了99%;动弹性模量损失率降低了79%-86%。SEM表明,AS型抗盐冻外加剂能够有效减少NaCl在混凝土内部结晶及微裂缝出现。与减小水灰比、掺加引气外加剂和掺合料相比,AS型抗盐冻外加剂显著提高了混凝土的抗盐冻性能。 A new AS type of salt-scaling resistant admixture was prepared to improve the freeze-deicing salt resistance of concrete. The deicing salt scaling resistance of 3 kinds of concrete were investigated according to CDF test - test method for the freeze-thaw resistance of concrete-tests with sodium chloride solution. The results show that after brushing the AS admixture, the scaled mass of 3 kinds of concrete with water-cement ratio 0. 40, 0. 36 and 0. 32 were only 0. 09% -0. 07% of those of concrete without AS admixture after 56 freeze-thaw cycles, and the reduction was more than 99%, and the loss rate of dynamic elastic modulus of concrete with AS admixture was reduced by 79% to 86% of that of concrete. SEM observations demonstrated that the AS salt-scaling resistant admixture distinctly restrain the formation of cubic NaCl crystals and micro-cracks inside concrete. Compared with reducing the water-cement ratio, adding the air-entraining agent and the mineral admixture the AS salt-scaling resistant admixture improves significantly the freeze-deicing salt resistance of concrete, being in favor of its application in cold regions.
出处 《吉林大学学报(工学版)》 EI CAS CSCD 北大核心 2009年第4期926-931,共6页 Journal of Jilin University:Engineering and Technology Edition
基金 国家自然科学基金项目(50408016) 黑龙江省科技攻关计划项目(GC06A603)
关键词 土木建筑工程 抗盐冻道路混凝土 除冰盐 剥蚀量 materials synthesis and processing technology pavement concrete with freeze-deicing salt resistance deicing-salt scaled mass
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  • 1杨全兵.NaCl溶液结冰压的影响因素研究[J].建筑材料学报,2005,8(5):495-498. 被引量:29
  • 2杨全兵.氯化钠对混凝土内部饱水度的影响[J].硅酸盐学报,2005,33(11):1422-1425. 被引量:11
  • 3LINDMARK S. Mechanisms of salt frost scaling of portland cement-bound materials: studies and hypothesis [D]. Report TVMB 1017,Division of Building Materials, Lurid Institute of Technology, Lurid University, Sweden, 1998. 被引量:1
  • 4LITVAN G G Frost action in cement in the presence of de-icers [J].Cem Concr Res, 1976, 6(3): 351-356. 被引量:1
  • 5FAGERLUND G Studies of the scaling, the water uptake and the dilation of mortar specimens exposed to freezing and thawing in NaCl solutions [A]. Freeze-thaw and De-icing Resistance of Concrete [C].RILEM Committee TC-117 FDC Meeting in Lund, TVBM-3048,Lund Institute of Technology, Division Building Materials, 1991.36-66. 被引量:1
  • 6SETZER M J. On the abnormal freezing of pore water and testing on freeze-thaw and deicing salt resistance [A]. International Workshop on the Resistance of Concrete to Scaling due to Freezing in the Presence of Deicing Salts [C], University Laval, Quebec, 1993. 1-20. 被引量:1
  • 7GEIKER M, THAULOW N. Ingress of moisture due to freeze/thaw exposure [A]. In: LINDMARK S ed. Frost Resistance of Building Materials [C], Lurid Institute of Technology, Division Building Materials,1996. 159-162. 被引量:1

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