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Volume 41 Issue 4
Dec.  2014
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Article Contents
Liu Junlong, Yu Hongfa, Sun Wei, Chen Shudong. EFFECT OF EXTERNAL CHLORIDE SALT ENVIRONMENT ON CHLORIDE BINDING CAPABILITY OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 103-106. doi: 10.13204/j.gyjz201104022
Citation: Liu Junlong, Yu Hongfa, Sun Wei, Chen Shudong. EFFECT OF EXTERNAL CHLORIDE SALT ENVIRONMENT ON CHLORIDE BINDING CAPABILITY OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 103-106. doi: 10.13204/j.gyjz201104022

EFFECT OF EXTERNAL CHLORIDE SALT ENVIRONMENT ON CHLORIDE BINDING CAPABILITY OF CONCRETE

doi: 10.13204/j.gyjz201104022
  • Received Date: 2010-07-26
  • Publish Date: 2011-04-20
  • The total chloride ion and free chloride ion contents of concrete were determined by natural diffusion method. Cl - binding capability was calculated for different kinds of concrete. The influences of the types of environmental media and chloride ion concentration on Cl - binding capacity were discussed. The results show that Cl - binding capacity of common concrete is weakened when composition of environmental medium becomes more complicated,concentration becomes higher and the number of ions is increased. The rule of mineral admixture concrete is basically the same. Cl - binding capacity of common concrete,fly ash concrete,silica fume concrete and slag concrete in ( 3. 5% NaCl + 5% MgSO4 ) solution are reduced by 38% ,36. 7% ,36% and 51. 7% separately, compared to the situation in 3. 5% NaCl solution,and those in Qinghai salt lake bittern are reduced respectively by 58% ,64. 7% ,74. 9% and 62. 1% ,from which it can be concluded that the weakening effect of concrete on Cl - should be taken into account in chloride salt environment under the situation of comparatively high concentration and complicated component.
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  • [2] Reddy B,Glass G K,Lim P J,et al. On the Corrosion Risk Presented by Chloride Bound in Concrete[J]. Cement & Concrete Composites,2002(24) :1 - 5.
    刘秉京. 混凝土结构耐久性设计[M]. 北京:人民交通出版社,2007.
    [3] Nilsson L O. Interaction Between Microclimate and Concrete A Prerequisite for Deterioration [J]. Construction and Building Materials,1996,10(5) :301 - 308.
    [4] 谢友均,陈书苹,龙广成. 改善水泥浆体结合氯离子性能的试验研究[J]. 铁道科学与工程学报,2007,4(2) :1 - 5.
    [5] 余红发,翁智财,孙伟,等. 矿渣掺量对混凝土氯离子结合能力的影响[J],硅酸盐学报,2007,35(6) :801 - 806.
    [6] Martin Perez B,Zibara H,Hooton R D,et al. A Study of the Effect of Chloride Binding on Service Life Predictions [J]. Cem Concr Res,2000,30(8) : 1215 1223.
    [7] JTJ 270 98 水运工程混凝土试验规程[S].
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