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土壤环境中电场与硫酸盐对水泥基材料性能的影响及机理 被引量:5

Effect of Electrical Field and Sulfate on Cement-based Materials under Soil Environment and Its Mechanism
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摘要 在土壤环境中,脉冲电场与硫酸盐共同作用来模拟城市轨道交通环境,研究该环境对水泥基材料性能的影响。通过外观破坏、抗压强度、离子分布、扫描电子显微镜(SEM/EDS)及X射线衍射(XRD)等方法表征。研究表明:在土壤环境中,电场会加速SO2-4的迁移。电场条件下的SO2-4迁移量约为未施加电场的2~4倍;同时,电场条件下水泥基材料的抗压强度下降幅度约为未施加电场的4~10倍。表明城市轨道交通环境中的水泥基材料遭受比普通环境更为严重的硫酸盐侵蚀,应采取一定的措施预防和减缓。 Sulfate and electrical pulse acted together under soil environment to simulate the urban railway system and study the effect on cement-based materials. The changes were analyzed by appearance corrosion,corrosion resistant coefficient,distribution of sulfate ions,scanning electron microscope( SEM/EDS) and X-ray diffraction( XRD). The results show that the electrical pulse accelerated the migration of sulfate ions in specimens. The amount of specimens with electrical field is 2-4 times as those without electrical field; the decrease of compressive strength with electrical field is 4-10 times as those without electrical field. It shows cement-based materials of urban railway system suffer more severe sulfate attack,so some measures should be taken to prevent and slow down the effect.
出处 《硅酸盐通报》 CAS CSCD 北大核心 2017年第9期3057-3063,共7页 Bulletin of the Chinese Ceramic Society
基金 国家自然科学基金面上项目(51572038)
关键词 土壤环境 脉冲电场 硫酸盐侵蚀 水泥基材料 城市轨道交通系统 soil environment electrical pulse sulfate attack cement-based material urban railway system
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  • 1刘荣桂,陆春华.海工预应力混凝土氯离子侵蚀模型及耐久性[J].江苏大学学报(自然科学版),2005,26(6):525-528. 被引量:20
  • 2高小建,马保国,朱洪波.含石灰石粉水泥砂浆在低温环境中的硫酸盐侵蚀[J].材料研究学报,2005,19(6):644-650. 被引量:23
  • 3ASTM C1152, 2004. Standard Test Method for Acid-Soluble Chloride in Mortar and Concrete. ASTM International, West Conshohocken, PA, USA.
  • 4ASTM C1218, 2008. Standard Test Method for Water-Soluble Chloride in Mortar and Concrete. ASTM International, West Conshohocken, PA, USA.
  • 5ASTM C150, 2005. Standard Specification for Portland Ce- ment. ASTM International, West Conshohocken, PA, USA.
  • 6ASTM C593, 2006. Standard Specification for Fly Ash and Other Pozzolans for Use with Lime for Soil Stabilization. ASTM International, West Conshohocken, PA, USA.
  • 7Chalee, W., Teekavanit, M., Kiattikomol, K., Siripanichgorn, A., Jaturapitakkul, C., 2007. Effect of W/C ratio on cov- ering depth of fly ash concrete in marine environment. Construction and Building Materials, 21(5):965-971. [doi:10.1016/j.conbuildmat.2006.03.002].
  • 8Chindaprasirt, P.,-Chotithanorm, C., Cao, H.T., Sirivivatn, V., 2007. Influence of fly ash fineness on the chloride penetration of concrete. Construction and Building Materials, 21(2):356-361. [doi:10.1016/i.conbuildmat.2005,08.010].
  • 9Choi, Y.S., Kim, J.G., Lee, K.M., 2006. Corrosion behavior of steel bar embedded in fly ash concrete. Corrosion Sci- ence, 48(7):1733-1745. [doi: 10.1016/].corsci.2005.05. 019].
  • 10Darmawan, M.S., 2010. Pitting corrosion model for reinforced concrete structures in a chloride environment. Magazine of Concrete Research, 62(2):91-101. [doi:10.1680/macr. 2008.62.2.91].

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