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钢筋锈蚀对混凝土构件耐久性的影响分析 被引量:1

Analysis of Impact of Reinforcing Steel Corrosion on Concrete Members
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摘要 文章针对一般环境下的钢筋混凝土构件,取锈蚀裂缝宽度1mm为危险点,即结构耐久性终结的标志,并提出了基于结构构件性能的使用寿命预测模型。 Aiming at reinforced concrete members in general environment, this article takes corrosion crack width lmm as dangerous point, namely mark of end of structure durability, and gives service life prediction model based on properties of structural nmmbers.
作者 周俊
出处 《住宅科技》 2013年第4期25-27,共3页 Housing Science
关键词 钢筋混凝土 耐久性 钢筋锈蚀 保护层 reinforced concrete, durability, reinforcing steel corrosion, protectivecovering
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  • 1牛荻涛,王庆霖.一般大气环境下混凝土强度经时变化模型[J].工业建筑,1995,25(6):36-38. 被引量:108
  • 2张平生,卢梅,李晓燕.锈损钢筋的力学性能[J].工业建筑,1995,25(9):41-44. 被引量:112
  • 3GB 50292-1999,民用建筑可靠性鉴定标准[S].北京:中国建筑工业出版社,1999.
  • 4GB/T 50283-1999,公路工程结构可靠度设计统一标准[S].北京:中国计划出版社,1999.
  • 5RODRIGUEZ J,ORTEGA L M,CASAL J.Load carrying capacity of concrete structures with corroded reinforcement[J].Constr and Building Mater,1997,11(4):239-248
  • 6CABRERA J G.Deterioration of concrete due to reinforcement steel corrosion[J].Cem & Concr Compos,1996,18(1):47-59
  • 7MORINAGA S.Prediction of service lives of reinforced concrete buildings based on the corrosion rate of reinforcing steel[C]∥ BAKER J M,NIXON P J,MAJUMDAR A J,et al.Proceedings of the 5th International Conference on Durability of Building Materials and Components.London:E & F.N.Spon,1990:5-16
  • 8AMEY S L,JOHNSON D A,MILTENBERGER M A,et al.Predicting the service life of concrete marine structures:An environmental methodology[J].ACI Struct J,1998,95(2):205-214
  • 9WEYERS R E.Service life model for concrete structures in chloride laden environments[J].ACI Mater J,1998,95(4):445-453
  • 10MICHAEL P E,DAN M F.Service-life prediction of deteriorating concrete bridges[J].J Struct Eng,1998,124(3):309-317

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