NSM加固钢筋混凝土梁的防火试验

A. Palmieri, S. Matthys, L. Taerwe
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引用次数: 4

摘要

纤维增强聚合物(FRP)加固构件在火灾中的弱性能是阻碍FRP加固技术在建筑行业广泛实施的主要因素。进行了一项调查,以检查和记录NSM FRP增强混凝土梁在火灾条件下的性能。6根钢筋混凝土梁采用NSM FRP筋进行抗弯加固,并采用不同的保温体系进行保温。试件随后在使用负荷下暴露于标准火中。这些元件的测试参数包括使用不同的热保护(包括不同的材料和保护的几何布局)的胶合钢筋。在火灾测试中测量了整个截面的构件挠度和温度。试验结果表明,隔热NSM FRP加固梁可以达到至少2小时的耐火性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fire testing of RC beams strengthened with NSM reinforcement
The weak performance of fibre reinforced polymer (FRP) strengthened members in fire is a primary factor hindering the widespread implementation of FRP strengthening technology in the construction industry. An investigation was undertaken to examine and document the performance of NSM FRP strengthened concrete beams under fire conditions. Six reinforced concrete beams were strengthened in flexure with NSM FRP bars and insulated with different insulation systems. The specimens were subsequently exposed to a standard fire under service load. The testing parameters of these elements include the use of different thermal protections (including different materials and geometric layouts of the protection) of the glued reinforcement. Member deflections and temperatures throughout the section were measured during fire testing. Tests results indicated that insulated NSM FRP strengthened beams can achieve a fire endurance of at least of two hours.
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