{"title":"Monitoring to secure the Ile-de-Ré Viaduct, France","authors":"Stéphane Joye, Marcel De Witt","doi":"10.2749/prague.2022.0318","DOIUrl":null,"url":null,"abstract":"The Ile de Ré viaduct is cantilever bridge made of 6 independent viaducts to link the Ré island to the city of La Rochelle in France. Built in 1988 its length reach 2926m.Unfortunately the viaduct experienced in 2018 a failure of one of its external post tensioning tendon. The Department de la Charente, owner of the bridge asked Sixense and Freyssinet to secure the structure in order to enable the replacement of the broken tendon. This securing operation consisted in 3 phases: Ultrasonic inspection of the cables anchorage zone, installation of acoustic monitoring and finally strapping of the group of cables together.The objective of the ultrasonic inspection is to qualify the current state of degradation of the anchorage. Indeed, the cause and location of cable failure was known to be a few meter behind the anchorage head because of corrosion due to poor injection of cement grout inside the cable duct.Once the current state is qualified, the acoustic monitoring allowed to detect remotely any future failure of wire from the tendons. Any overpassing of the maximum allowed broken wire or any acceleration of failing wire would stop the progress of the cable replacement job.Finally once the way was secured by ultrasonic inspection and equipped with acoustic monitoring, the external post tensioning cables were strapped by group in order to prevent any whipping effect that would hurt the operator in case of cables failure. The quantity, strength, and location of straps has been carefully calculated with dynamic load cases.Thanks to this monitoring securing of 85 anchorages, the broken cable and three additional cables in poor state were replaced between 2019 and 2020 allowing the securing of the whole viaduct.","PeriodicalId":168532,"journal":{"name":"IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures","volume":"15 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2749/prague.2022.0318","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The Ile de Ré viaduct is cantilever bridge made of 6 independent viaducts to link the Ré island to the city of La Rochelle in France. Built in 1988 its length reach 2926m.Unfortunately the viaduct experienced in 2018 a failure of one of its external post tensioning tendon. The Department de la Charente, owner of the bridge asked Sixense and Freyssinet to secure the structure in order to enable the replacement of the broken tendon. This securing operation consisted in 3 phases: Ultrasonic inspection of the cables anchorage zone, installation of acoustic monitoring and finally strapping of the group of cables together.The objective of the ultrasonic inspection is to qualify the current state of degradation of the anchorage. Indeed, the cause and location of cable failure was known to be a few meter behind the anchorage head because of corrosion due to poor injection of cement grout inside the cable duct.Once the current state is qualified, the acoustic monitoring allowed to detect remotely any future failure of wire from the tendons. Any overpassing of the maximum allowed broken wire or any acceleration of failing wire would stop the progress of the cable replacement job.Finally once the way was secured by ultrasonic inspection and equipped with acoustic monitoring, the external post tensioning cables were strapped by group in order to prevent any whipping effect that would hurt the operator in case of cables failure. The quantity, strength, and location of straps has been carefully calculated with dynamic load cases.Thanks to this monitoring securing of 85 anchorages, the broken cable and three additional cables in poor state were replaced between 2019 and 2020 allowing the securing of the whole viaduct.
罗维尔岛高架桥是由6座独立高架桥组成的悬臂桥,连接罗维尔岛和法国的拉罗谢尔市。它建于1988年,全长2926米。不幸的是,高架桥在2018年经历了一个外部后张拉肌腱的失效。桥的所有者de la Charente部门要求Sixense和Freyssinet确保结构的安全,以便能够更换断裂的肌腱。该固定作业包括三个阶段:超声检查电缆锚固区,安装声学监测装置,最后将电缆捆绑在一起。超声检测的目的是确定锚固体退化的当前状态。事实上,已知电缆损坏的原因和位置是锚固头后几米,这是由于电缆管道内注入水泥泥浆不足造成的腐蚀。一旦当前状态合格,声学监测就可以远程检测肌腱上的钢丝是否会出现故障。任何超过最大允许断线或任何加速断线将停止电缆更换工作的进展。最后,在通过超声波检查确定通道并配备声学监测后,将外部后张拉电缆进行成组绑扎,以防止在电缆失效时产生振荡效应,从而伤害操作人员。绑带的数量、强度和位置已经过动态载荷情况下的仔细计算。通过对85个锚杆的监测加固,在2019年至2020年期间更换了损坏的电缆和另外3条状态不佳的电缆,从而确保了整个高架桥的安全。