{"title":"Aguieira桥梁内部膨胀反应的结构效应监测","authors":"L. O. Santos, Min Xu, A. Silva","doi":"10.1680/jcoma.21.00046","DOIUrl":null,"url":null,"abstract":"The São João das Areias and Criz II bridges, located in the reservoir of Aguieira Dam, in the centre of Portugal, were affected by internal swelling reactions of concrete, which particularly affected their piers and foundations. Laboratory tests diagnosed both Alkali-Aggregate Reaction and Delayed Ettringite Formation as the causes of those expansions. This situation motivated important rehabilitation works on the piers and foundations of both bridges. These rehabilitation works was based on the construction of six piles around the footing of every pier founded on the riverbed. The corresponding pile cap was connected to the emersed part of the pier. In the course of these works, a structural health monitoring system was installed in each of these bridges in order to characterize the structural effects of the swelling reactions, both in the loss of rigidity and the temporal evolution of this degradation. The aim of this paper is to describe the instrumentation performed in these bridges and present the preliminary results achieved.","PeriodicalId":51787,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Construction Materials","volume":"1 1","pages":""},"PeriodicalIF":1.3000,"publicationDate":"2022-03-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Monitoring the structural effects of internal swelling reactions in Aguieira bridges\",\"authors\":\"L. O. Santos, Min Xu, A. Silva\",\"doi\":\"10.1680/jcoma.21.00046\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The São João das Areias and Criz II bridges, located in the reservoir of Aguieira Dam, in the centre of Portugal, were affected by internal swelling reactions of concrete, which particularly affected their piers and foundations. Laboratory tests diagnosed both Alkali-Aggregate Reaction and Delayed Ettringite Formation as the causes of those expansions. This situation motivated important rehabilitation works on the piers and foundations of both bridges. These rehabilitation works was based on the construction of six piles around the footing of every pier founded on the riverbed. The corresponding pile cap was connected to the emersed part of the pier. In the course of these works, a structural health monitoring system was installed in each of these bridges in order to characterize the structural effects of the swelling reactions, both in the loss of rigidity and the temporal evolution of this degradation. The aim of this paper is to describe the instrumentation performed in these bridges and present the preliminary results achieved.\",\"PeriodicalId\":51787,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Construction Materials\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":1.3000,\"publicationDate\":\"2022-03-21\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Construction Materials\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/jcoma.21.00046\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Construction Materials","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jcoma.21.00046","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
摘要
位于葡萄牙中部Aguieira大坝水库的 o jo达斯阿雷亚斯桥和Criz II桥受到混凝土内部膨胀反应的影响,特别是对桥墩和基础的影响。实验室测试诊断碱集料反应和延迟钙矾石形成是这些膨胀的原因。这种情况促使对两座桥梁的桥墩和基础进行重要的修复工作。这些修复工程的基础是在河床上建立的每个桥墩的基础周围建造六个桩。相应的桩帽与墩的露出部分相连。在这些工程的过程中,每座桥梁都安装了结构健康监测系统,以表征膨胀反应对结构的影响,包括刚度的丧失和这种退化的时间演变。本文的目的是描述在这些桥梁中进行的仪器,并介绍取得的初步结果。
Monitoring the structural effects of internal swelling reactions in Aguieira bridges
The São João das Areias and Criz II bridges, located in the reservoir of Aguieira Dam, in the centre of Portugal, were affected by internal swelling reactions of concrete, which particularly affected their piers and foundations. Laboratory tests diagnosed both Alkali-Aggregate Reaction and Delayed Ettringite Formation as the causes of those expansions. This situation motivated important rehabilitation works on the piers and foundations of both bridges. These rehabilitation works was based on the construction of six piles around the footing of every pier founded on the riverbed. The corresponding pile cap was connected to the emersed part of the pier. In the course of these works, a structural health monitoring system was installed in each of these bridges in order to characterize the structural effects of the swelling reactions, both in the loss of rigidity and the temporal evolution of this degradation. The aim of this paper is to describe the instrumentation performed in these bridges and present the preliminary results achieved.