Development of New Repair and Maintenance Technique with Carbon Fiber Reinforced Polymer Composite

玻璃钢 Pub Date : 1999-08-01 DOI:10.14359/5658
T. Ando, E. Sawada, K. Nii
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引用次数: 1

Abstract

New repair and maintenance techniques for existing reinforced concrete structures has been developed as a result of a marriage of corrosion prevention and carbon fiber reinforced polymer (CFRP) installation techniques. Rebar corrosion prevention is basically provided by penetration liquid and/or mortar, while mechanical degradation is compensated by CFRP. CFRP can also provide an effective layer for subsequent corrosive agent penetration. The technique can overcome various drawbacks of the current repair techniques by minimizing repair time and unnecessary chipping of damaged concrete, and protect degrading concrete structures. Such excellent performances have been proven by a series of experiments. Steel rebar embedded in a concrete block brushed with lithium nitrate-based penetrating corrosion inhibitor has been proven rust-free for years. The tensile strength of CFRP sheet have been proven unchanged after the exposure of 10,000 hours of accelerated weathering conditions. The CFRP sheet has also been proven impermeable to salt ion and water by experiments. Both shear and tensile strengths of concrete columns, damaged by salt penetration and then repaired with this new technique, have been proven equal or greater than the original strengths of control column.
碳纤维增强聚合物复合材料维修新技术的发展
由于防腐和碳纤维增强聚合物(CFRP)安装技术的结合,现有钢筋混凝土结构的新维修和维护技术已经发展起来。钢筋防腐蚀主要由渗透液和/或砂浆提供,而机械退化则由CFRP补偿。CFRP还可以为后续腐蚀剂渗透提供有效的保护层。该技术可以克服当前修复技术的各种缺点,最大限度地减少修复时间和不必要的破损混凝土碎片,并保护退化的混凝土结构。这些优异的性能已经被一系列的实验证明了。用硝酸锂基渗透缓蚀剂刷刷混凝土砌块中的钢筋多年来一直被证明是防锈的。碳纤维布的抗拉强度在10000小时的加速老化条件下保持不变。实验还证明了CFRP片材对盐离子和水的不渗透性。经试验证明,经盐侵破坏后的混凝土柱抗剪强度和抗拉强度均等于或大于原控制柱的强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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