首页> 外文期刊>Structural concrete >In-field performance of North Sea offshore platforms with regard to chloride resistance
【24h】

In-field performance of North Sea offshore platforms with regard to chloride resistance

机译:关于抗氯化物的北海海上平台的现场性能

获取原文
获取原文并翻译 | 示例
           

摘要

Since 1973 a total of 34 platforms for the oil and gas industry, representing 2 650 000 m~3 high-strength concrete/high-performance concrete, have been installed in the North Sea. The structures have been closely monitored by the operating companies with regard to their in-field performance. This paper analyses chloride profiles from some 180 cores taken from ten structures after 2-26 years' service. The profiles are applied to assess the remaining service life by modelling. Based on this, the remaining service life as a function of reliability for not passing a critical chloride content at the reinforcement, is directly quantified. The findings are compared with the requirements given in the present Norwegian standards for concrete works exposed to a harsh marine environment.
机译:自1973年以来,北海共安装了34个石油和天然气行业平台,代表2 650 000 m〜3高强度混凝土/高性能混凝土。运营公司已就其现场绩效对其结构进行了严格的监控。本文分析了使用2-26年后从十个结构中获取的约180个岩心的氯离子剖面。配置文件用于通过建模评估剩余使用寿命。基于此,直接确定剩余使用寿命与不通过钢筋临界氯化物含量的可靠性的函数。将结果与挪威现行标准对暴露于恶劣海洋环境的混凝土工程的要求进行了比较。

著录项

  • 来源
    《Structural concrete》 |2010年第1期|p.15-24|共10页
  • 作者单位

    Skanska Norge AS, Norway;

    rnRaKon AS, Norway;

    rnSkanska Norge AS, Norway;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号