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Best practice in the management and protection of concrete assets

机译:混凝土资产管理与保护的最佳实践

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摘要

While reinforced concrete construction has boomed over the past 70 years, forensic analysis of failures shows thatmany structures have not achieved the design service life due to poor durability. This can primarily be attributed toa lack of understanding about durability design, poor construction practices and poor life-cycle maintenance,resulting in unexpected deterioration and damage that requires intervention. Exposure to chloride ions continues topresent the construction industry with the greatest challenges. In Europe, EN 206 sets durability performance criteriafor reinforced concrete under normal exposure environments, supplemented by national recommendations.Increasingly, infrastructure is being built either in environments that are so hostile to reinforced concrete or withservice design lives that are so long, that they are outside the scope of European standards. For design in hostileenvironments, both within Europe and around the world, performance-related durability methods have beenadopted, using predictive ingress models over extended service lives. However, even then, the fundamental riskremains as to whether what the designer intended, through the various cement and cover combinations, will beachieved in practice by the contractor’s workforce and site practices. This paper explores the lessons from durabilityfailures of reinforced concrete and examines how performance can be modelled and enhanced in extremeenvironments and assured by effective corrosion monitoring and management strategies.
机译:虽然在过去的70年里,钢筋混凝土建筑蓬勃发展,但对失败的法医分析表明由于耐用性差,许多结构没有实现设计使用寿命。这可以主要归因于对耐用性设计缺乏了解,建筑良差和生命周期维护差,导致需要干预的意想不到和损坏。暴露于氯离子继续提出了最大挑战的建筑业。在欧洲,EN 206套装耐用性绩效标准对于正常暴露环境的钢筋混凝土,由国家建议补充。越来越多地,基础设施正在建造在对钢筋混凝土或与钢筋混凝土如此敌视的环境中服务设计生活如此之长,它们超出了欧洲标准的范围。在敌对的设计欧洲和世界各地的环境,有效相关的耐用方法采用,在扩展服务生活中使用预测入口模型。然而,即使,即使是根本的风险仍然是设计师是否打算通过各种水泥和覆盖组合是什么通过承包商的劳动力和现场实践在实践中实现。本文探讨了耐用性的课程钢筋混凝土的故障和检查如何在极端模拟和增强性能环境和有效的腐蚀监测和管理策略确保。

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