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快速检测混凝土抗氯离子渗透性能的试验方法 被引量:2

Method for Quickly Testing Property of Resistance of Concrete to Seepage of Chlorine Ion
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摘要 提出用混凝土电导来快速评定海港浪溅区混凝土抗氯离子渗透性能的试验方法和指标,并用该法试测不同水灰比、水泥品种、外加剂、掺合料、龄期、厚度的混凝土和出错混凝土试件,以验证其可靠性和正确性。 Test method and index of quickly eyaluating property of resistance ofconcrete to seepage of chlorine ion (at splash zone) by conductance ofconcrete are set forth.By this method,concrete and failed concrete sampleswith different water-cement ratio,kinds, admixture,mixture, age and thickness,etc. are tested, so as to test and verify its reliability and correctness.
出处 《水运工程》 北大核心 1993年第11期1-4,共4页 Port & Waterway Engineering
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同被引文献11

  • 1赵铁军.如何评定高性能混凝土的渗透性[J].混凝土,1995(3):19-21. 被引量:13
  • 2贺行洋,陈益民,苏英.混凝土浆状掺合料物理化学性能的研究[J].中国建材科技,2006,15(2):4-7. 被引量:8
  • 3贺行洋,陈益民,苏英.用比表面积表征胶凝材料粉体细度方法的改进[J].建材标准化与质量管理,2006(3):25-26. 被引量:3
  • 4FREY R.Kinetic method to analyze chloride diffusion in various concrete[J].Cement and Concrete Research,1994,24:863-873.
  • 5NGALA V T.Diffusion in cementitious materials:further investigations of chloride and oxygen diffusion in well-cured OPC and OPC/30%PPA pastes[J].Cement and Concrete Research,1995,25:819-826.
  • 6HE Xingyang,CHEN Yimin,MA Baoguo,et al.Studies on small ionic diffusivity concrete[C] //Proceedings of International Workshop on Sustainable Development and Concrete Technology.Iowa:Center for Transportation Research and Education of Iowa State University,2004:319-333.
  • 7FELDMAN R F.Pore structure formation during hydration of fly ash and slag cement blends[C] //Effects of Fly ash Incorporation in Cement and Concrete Proceedings,Boston:Materials Research Society,1981:124-133.
  • 8SCANLON J M,SHERMAN M R.Fly ash concrete:an evaluation of chloride penetration testing methods[J].Concrete International,1996,18(6):57-64.
  • 9CHEEWAKETA T,JATURAPITAKKULA C,CHALEE W.Long term performance of chloride binding capacity in fly ash concrete in a marine environment[J].Construction and Building Materials,2010,24:1352-1357.
  • 10贺行洋,马保国,苏英.细度及放置时间对湿磨矿渣胶砂强度的影响[J].济南大学学报(自然科学版),2009,23(1):9-13. 被引量:2

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