混凝土板后加固

玻璃钢 Pub Date : 1999-08-01 DOI:10.14359/5703
V. Karbhari, F. Seible, W. Seim, Álvaro Vásquez
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引用次数: 11

摘要

由于建筑物的使用变化,如老化、老化、占用变化,或需要安装空调、供暖、自动扶梯、电梯、额外的天窗或新的立面结构等因素,升级通常是必要的。在许多情况下,升级与影响结构承重部件的变化有关。纤维增强聚合物基复合材料为增强板的承载能力提供了一种有效的粘结加强手段,并在安装切口后加强板。本文报告了一系列测试,以评估商业上可用的条形和织物形材料在增强能力和延展性方面的比较效率。结果表明,材料裁剪可以导致效率的显著变化。还详细说明了将这一工作扩展到修复断口的情况,并阐明了该领域正在进行的全面试验方案的各个方面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Post-Strengthening of Concrete Slabs
Upgrading often becomes a necessity due to changes in usage of buildings due to factors such as deterioration and aging, change in occupancy, or the need for installation of facilities such as air-conditioning, heating, escalators, elevators, additional skylights, or new facade structures. In a number of cases upgrading is related to changes which affect the load bearing components of the structure. Fiber reinforced polymer matrix composites provide an efficient means of bond strengthening slabs for enhanced load carrying capacity and for strengthening slabs after installation of cut-outs. This paper reports on a series of tests conducted to assess the comparative efficiencies of a commercially available strip form and a fabric form of material vis-a-vis strengthening ability and ductility. It is shown that material tailoring can result in significant changes in efficiencies. The extension of this to the rehabilitation of cut-outs is also detailed and aspects of an on-going full-scale test program in that area are elucidated.
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