Fe-SMA加固道路复合桥梁

J. Vůjtěch, P. Ryjáček, E. Ghafoori, J. Matos
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引用次数: 0

摘要

卡罗维发利新建复合桥的超蠕变作用导致其过度挠曲结构的快速修复。在有限空间内,预应力加固系统的激活是一项艰巨的任务。在低填充梁桥下,采用热激活形状记忆合金的预应力系统来对抗蠕变造成的挠曲,而不是对空间要求很高的液压致动器。采用带电阻丝的加热陶瓷垫对17根填充梁进行了Fe-SMA的热活化。在以往的应用中,该方法被证明是最适合现场激活的。加固工作于2021年2月进行,没有对桥上的交通进行任何干预。这是世界上第一个永久性的Fe-SMA应用。在预应力激活之前,对桥梁的无线监测就开始了,并持续了几个月。用32吨卡车进行了静载试验。在长期监测的基础上,对Fe-SMA的弛豫进行了评价,并与同一改造系统在实验室条件下进行的实验分析结果进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strengthening of road composite bridge using Fe-SMA
Exceeding creep actions on newly built composite bridge in Karlovy Vary led to rapid repair works of the excessively deflected structure. Activation of retrofit prestressing system in confined places is usually a difficult task. Instead of space-demanding hydraulic actuators, prestressing system of thermally activated shape memory alloys was used under low filler beam bridge to act against the creep inflicted deflection. Method of thermal activation of Fe-SMA with use of heating ceramic pads with resistance wire was performed on all of 17 filler beams. This method was proven as most suitable for field activation in previous application. Strengthening was done in February 2021 without any intervention into the traffic on the bridge. It is the first permanent Fe-SMA application of its kind in the world. Wireless monitoring of the bridge started before the prestress activation and continued for several months. Static load test with use of 32-ton trucks was conducted. Based on the long-term monitoring, the relaxation of Fe-SMA is evaluated and compared with the results from the experimental analysis conducted in laboratory conditions on the same retrofit system.
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