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在海洋与化冰盐环境中钢筋混凝土构筑物的钢筋防锈技术对策 被引量:18

Reinforcement Corrosion Prevention for Concrete Structures Exposed to Marine and Deicing Salt Environment
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摘要 针对处于海洋与化冰盐环境中的工程因氯盐引起钢筋锈蚀大幅度降低普通钢筋混凝土结构使用寿命的主要问题 ,综述了有关防锈技术措施、结构寿命与高耐久混凝土技术要求 ,并介绍了近 5年内建成的 4座设计使用寿命为 10 0~ 12 To counter the main problems that chloride induced reinforcement corrosion substantially decreases the lifetime of conventional concrete structures of engineering in hostile marine and deicing salt environment, the methods for corrosion prevention, definition of lifetime, technical requirements for high durable concrete and concrete specifications for 4 marine bridges, completed in last 5 years, with design lifetime of 100~120 years have been reviewed.
作者 赵筠
出处 《公路》 北大核心 2001年第4期52-59,共8页 Highway
关键词 钢筋混凝土构筑物 防锈技术 耐久性 钢盘锈蚀 氯离子 海洋环境 化冰盐 High performance concrete Durability Reinforcement corrosion Structure lifetime Chloride Microsilica Marine environment Deicing salt
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参考文献8

  • 1[1]ACI 201-Guide To Durable Concrete. 1998.
  • 2[2]High Performance Concrete Handbook-Materials andApplications (in Swedish). 1998.
  • 3[3]L. Dunaszegi. ‘HPC for Durability of the Confede-ration Bridge'. HPC Bridge Views,1999, 5.
  • 4[4]Swedish Building Centre. ‘High Performance Concrete Structures-Design Handbook'.Printed by Elanders Svenskt AB,Stockholm 2000.
  • 5[5]ACI 234R-96. 'Guide for the Use of Silica Fume in Concrete'. Reported by ACI Committee 234.
  • 6[6]W.F. Price. ‘High Performance Concrete in Practice'. Presented at the 22nd Annual Convention of the Institute of Concrete Technology, 1994.
  • 7[7]CEB Bulletin d'Information 222.‘Application of High Performance Concrete:Great Belt Link-Denmark'. 1994.
  • 8[8]Klaus Falbe-Hansen, et al. ‘Concrete for the Oresund Bridge'. Concrete, 1998.

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