基础混凝土构件腐蚀损伤研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

河北省自然科学基金项目(E2010001034)


Research on corrosion damage of foundation reinforced concrete members in geotechnical environment
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    基于部分地下水和场地土环境(岩土环境)下基础钢筋混凝土构件的检测数据,分析了在役基础混凝土结构的腐蚀损伤特征,以及抗压耐腐蚀系数与碳化深度随其服役时间的变化特征。结果表明:岩土环境对基础混凝土结构的腐蚀损伤作用是普遍存在的,且腐蚀损伤进程与岩土环境的类型、介质因素密切相关;大多数基础混凝土的抗压耐腐蚀系数随其服役时间的增长而减小,碳化深度随其服役时间的增长而增大。

    Abstract:

    Based on the analysis of the test data of service foundation reinforced concrete structure under ground water and ground soil environment(geotechnical environment),the corrosion damage characteristic and the evolution characteristic of the anti-corrosion coefficient and the carbonation depth were studied.The results showed that the corrosion damage effects of geotechnical environment were ubiquity to the foundation reinforced concrete structures.And the corrosion damage evolution of reinforced concrete structure was closely related to the type of geotechnical environment and the corrosion medium factors;the anti-corrosion coefficient decreased with the increase of attended time.At the same time,the carbonation depth increased with the increase of attended time.

    参考文献
    相似文献
    引证文献
引用本文

安新正,易成,姜新佩,高延安.基础混凝土构件腐蚀损伤研究[J].河北工程大学自然版,2011,28(4):14-17,29

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2011-10-22
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-01-12
  • 出版日期:
文章二维码