Accelerated Testing for Concrete Reinforcing Bar Corrosion Protection Systems

混凝土钢筋腐蚀防护系统的加速测试

• 批准号: 9812716
• 负责人: David Darwin
• 金额: $ 17万
• 依托单位: University of Kansas Center for Research Inc
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 1999
• 资助国家: 美国
• 起止时间: 1999-02-15 至 2003-01-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=9812716&HistoricalAwards=false
• 关键词: Accelerated; Testing; Concrete; Reinforcing; Bar

The goal of the current study is to develope a detailed correlation between accelerated laboratory test and field performance for a broad range of corrosion protection systems. The study, carried out in partnership wiith the Kansas Department of Transportation and the manufactures of corrosion protection systems, takes advantage of ongoing state and university surveys in northeast Kansas evaluating the performance of bridge decks. The study includes the evaluation and modification of laboratory test procedures to establish those that provide the best match with the corrosion behavior of reinforced concrete bridge decks subjected to normal and accelerated exposure. The corrosion evaluation techniques address the protection provided by epoxy-coated bars, correction inhibiting admixtures, corrosion-resistant steel, the effects of different deicers, and modifications in concrete mix proportions. The field test platforms are subjected to corrosion environments matching those of the bridge and to aggressive corrosion environments matching those obtained in the labortory. Direct correlation of corrosion performance will allow more effective and rational evaluation techniques to be instituted. The final result will be more efficient selection procedures, more rapid movement of corrosion technology into practice, the extension of structure service life, and the overall reduction in the repair and rehabilitation cost associated with chloride induced corrosion in reinforced concrete structures.

目前这项研究的目标是为广泛的腐蚀防护系统开发加速实验室测试和现场性能之间的详细关联。这项研究是与堪萨斯州交通部和防腐系统制造商合作进行的，利用了堪萨斯州东北部正在进行的州立和大学调查，评估了桥面的性能。这项研究包括评估和修改实验室测试程序，以建立与钢筋混凝土桥面在正常和加速暴露下的腐蚀行为最佳匹配的程序。腐蚀评估技术涉及由环氧涂层钢筋提供的保护、校正抑制外加剂、耐腐蚀钢材、不同除冰剂的影响以及混凝土配合比的改变。现场试验平台的腐蚀环境与桥梁相匹配，侵蚀性环境与实验室获得的腐蚀环境相匹配。腐蚀性能的直接关联将允许建立更有效和更合理的评估技术。最终的结果将是更有效的选择程序，更快地将腐蚀技术应用于实践，延长结构的使用寿命，并总体上减少与氯离子引起的钢筋混凝土结构腐蚀有关的维修和修复成本。