期刊文献+

地铁工程中高性能混凝土抗杂散电流腐蚀模拟试验研究 被引量:3

Research on Anti-Caustic Simulation Experiment of Dispersed Electric Current in High Performance Concrete of Subway Project
原文传递
导出
摘要 杂散电流对地铁工程钢筋混凝土的损害是严重的。本文通过混凝土试件在Ca(OH)2饱和溶液和3.5%NaCl溶液中的模拟试验及微观机理分析,得出采用优化配制的复掺优质粉煤灰和矿渣微粉的高性能混凝土抗杂散电流腐蚀能力比同水胶比基准混凝土提高6~8倍的结论,并通过耐久寿命评估,达到了设计使用寿命100年的基本要求。 The reinforced concrete of subway project was damaged by the dispersed electric current seriously. Through the simulation experiment of concrete test pieces in Ca(OH)2 saturation solution or seawater and the microcosmic mechanism analysis, it is concluded that the anti-caustic ability of the high performance concrete mixed by both high quality pulverized coal ash and slag ash is increased 6 to 8 times than that of the normal concrete,and it can reach the evaluation of design working life 100 years.
出处 《建筑科学》 北大核心 2006年第4期47-50,共4页 Building Science
关键词 地铁工程 高性能混凝土 杂散电流腐蚀 模拟试验 subway project high performance concrete eroded by dispersed electric current simulation experiment
  • 相关文献

参考文献8

  • 1蔡跃波等.海工高性能混凝土成套技术研究[R].南京水利科学研究院,2000.
  • 2H.索默编,冯乃谦,等译.高性能混凝土的耐久性[M].北京:中国科学出版社,1998.
  • 3Alan Bilodeau & Mohan Malhotra,High-Volume Fly Ash System:Concrete Solution for Sustainable Devlopment[J].ACI Materials Journal,2000,97(1):41 ~ 48.
  • 4Jan B.Blast furnace slag cement for durable marine structure[C].Association of the Netherlands cement Industry,Netherlands,1998.
  • 5方景等.厦门高集海峡大桥工程混凝土双掺技术应用研究[R].南京水利科学研究院,1987.
  • 6陆采荣,梅国兴.厦门海沧大桥混凝土试验研究专题报告[R].南京:南京水利科学研究院,1997.
  • 7蔺安林,周晓军.地铁迷流对钢筋混凝土中钢筋腐蚀的模拟试验研究[J].西部探矿工程,1999,11(3):66-72. 被引量:8
  • 8杨卫东,刘建民,迟培云.沿海地区钢筋混凝土的腐蚀及其防护[J].混凝土,2003(8):22-24. 被引量:12

二级参考文献10

共引文献19

同被引文献25

  • 1SHAMSAD A. Reinforcement corrosion in concrete structures, its monitoring and service life prediction-a review [J]. Cem Concr Compos, 2003, 25(4): 459-471.
  • 2LUCA B, MADDALENA C, PIETRO P. Corrosion behavior of steel in concrete in the presence of stray current [J]. Corros Sci, 2007, 49(3): 1056-1068.
  • 3Shamsad A. Reinforcement corrosion in concrete structures, its monitoring and service life prediction-a review [J]. Cement and Concrete Composites, 2003, 25(4): 459-471.
  • 4Darowicki K, Zakowski K. A new time-frequency de-tection method of stray current field interference on metal structures[J]. Corrosion Science, 2004, 46 (5) : 1061-1070.
  • 5Luca B, Maddalena C, Pietro P. Corrosion behaviorof steel in concrete in the presence of stray current [J]. Corrosion Science, 2007, 49(3): 1056-1068.
  • 6UHLIG H H, REVIE R W. Corrosion and Corrosion Con- trol[M]. 3rd ed. Hoboken New Jersey: John Weley Sons, 1985: 261-268.
  • 7山田佑定,高桑信?杉村登.迷走電流による鉄筋コンクリート中の鉄筋腐食について[J].ヤ技年披,昭和56,35(1):345-348.
  • 8STERN M, GEARY AL. Electrochemical Polarization: I. A Theoretical Analysis of the Shape of Polarization Curves[J]. Journal of Electrochemical Society, 1957, 104(11): 56-63.
  • 9中华人民共和国建设部,国家质量监督检验检疫总局.GB50344-2004建筑结构检测技术标准[S].北京:中国建筑工业出版社,2004.
  • 10ANDRADE C, ALONSO C. Corrosion Rate Monitoring in the Laboratory and on-site[J]. Construction Building Materials, 1996, 10(5)..315-328.

引证文献3

二级引证文献34

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部