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首页> 外文期刊>PCI journal >Ave River Bridge - A Major Precast Prestressed Concrete U-Girder Bridge in Portugal
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Ave River Bridge - A Major Precast Prestressed Concrete U-Girder Bridge in Portugal

机译:Ave River大桥-葡萄牙主要的预制预应力混凝土U型梁桥

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style="text-align: left;">Only within the last 20 years has precast concrete construction been used in the Portuguese infrastructure. This paper presents the new bridge over the Ave River in northeast Portugal as an example of  the current technology of precast concrete. The 280 m (919 ft) long bridge is one of the most innovative precast concrete highway bridges built in northern Portugal. A detailed description of the design,  fabrication, and construction is provided to explain the complexity of the designera€?s structural solution. The structural division of Minho University in Guimar?£es, Portugal, provided scientific and technical support during the instrumentation of the girders and prepared the long-term monitoring plan. Results of load tests, details of the monitoring plan, and measurements obtained during prefabrication and in  various construction stages are presented.  >References style="text-align: left;">1. RSA, Minist??rio da Habita?§ao, Obras P??blicas e Transportes, a€?Design Specification of Actions for Building Structures and Bridges (Regulamento de Seguran?§a e Ac?§oes em EdifIcios e Pontes),a€? 1983 (in Portuguese). style="text-align: left;">2. REBAP, Ministdrio da Habita?§ao, Obras Ptiblicas e Transportes, a€?Design Specification for Reinforced and Prestressed Concrete Structures (Regulamento de Estruturas de Bet?£o Armado e  Pr??-Esforcado),a€? 1985 (in Portuguese). style="text-align: left;">3. EC2-1- CEN, European Prestandard prEN 1992-1-1, target="_blank" title="a€?Eurocode 2 - Design of Concrete Structures. Part 1: General Rules and Rules for Buildings,a€?" href="http://dx.doi.org/10.3403/00271112 ">a€?Eurocode 2 - Design of Concrete Structures. Part 1: General Rules and Rules for Buildings,a€? 1991. style="text-align: left;">4. EC2-2 - CEN, European Prestandard prEN 1992-2, target="_blank" title="a€?Eurocode 2 - Design of Concrete Structures, Part 2: Concrete Bridges,a€?" href="http://dx.doi.org/10.3403/02214914 ">a€?Eurocode 2 - Design of Concrete Structures, Part 2: Concrete Bridges,a€? 1994. style="text-align: left;">5. Greuel, A., Baseheart, T. M., Rogers, B. T., Miller, R. A., and Shahrooz, B. M., target="_blank" title="a€?Evaluation of a High Performance Concrete Box Girder Bridge,a€?" href="http://dx.doi.org/10.15554/pcij.11012000.60.71 ">a€?Evaluation of a High Performance Concrete Box Girder Bridge,a€? PCI JOURNAL, V. 45, No.6, November-December  2000, pp. 60-71. style="text-align: left;">6. Crua, P. J. S., a€?Monitoring Plan of the Bridge Over Ave River (Monitoriza?§ao da Ponte sobre o Rio Aye),a€? Report 02-DEC/E-l4, December 2002 (in Portuguese). style="text-align: left;">7. Cruz, P. J. S., Wisniewski, D., and Valente, I., a€?Proof Load Test of the Bridge Over Ave River (Prova de Carga da Ponte sobre o Rio Aye),a€? Report 03-DEC/E-19, July 2003 (in Portuguese). 
机译:style =“ text-align:left;”>在过去的20年中,仅在葡萄牙基础设施中使用了预制混凝土结构。本文以葡萄牙东北部Ave河上的新桥为例,介绍了目前预制混凝土的技术。长280 m(919 ft)的桥梁是葡萄牙北部建造的最具创新性的预制混凝土公路桥梁之一。提供了设计,制造和构造的详细说明,以解释设计师的结构解决方案的复杂性。葡萄牙吉马雷斯的Minho大学的结构部门在对大梁进行仪器安装期间提供了科学和技术支持,并制定了长期监控计划。介绍了负载测试的结果,监控计划的详细信息以及在预制期间以及在各个施工阶段中获得的测量结果。 >参考 style =“ text-align:left;”> 1。 RSA,Minist(居住在里约热内卢),Obras P ?? blicas e Transportes,《建筑结构和桥梁作用的设计规范》(Regulamento de Seguran,§aeAc?§oesem EdifIcios e Pontes),a €? 1983年(葡萄牙语)。 style =“ text-align:left;”> 2.。 REBAP,Ministdrio da Habita,§ao,Obras Ptiblicas e Transportes,《钢筋和预应力混凝土结构的设计规范》(Regulamento de Estruturas de Bet,Armado e Pr ??-Esforcado), 1985年(葡萄牙语)。 style =“ text-align:left;”> 3。 EC2-1- CEN,欧洲标准PREN 1992-1-1,target =“ _ blank” title =“ a ??欧洲法规2-混凝土结构设计。第1部分:建筑物的一般规则和规定,a?” href =“ http://dx.doi.org/10.3403/00271112”>欧洲规范2-混凝土结构设计。第1部分:《建筑物通用规则和规则》,1991年。 style =“ text-align:left;”> 4。 EC2-2-CEN,欧洲标准PREN 1992-2,target =“ _ blank” title =“ a€?欧洲规范2-混凝土结构设计,第2部分:混凝土桥梁,a?” href =“ http://dx.doi.org/10.3403/02214914”>欧洲规范2-混凝土结构设计,第2部分:混凝土桥梁,1994年。 style =“ text-align:left;”> 5。 Greuel,A.,Baseheart,T.M.,Rogers,B.T.,Miller,R.A。,和Shahrooz,B.M。,target =“ _ blank” title =“ a€?高性能混凝土箱梁桥的评估,a?” href =“ http://dx.doi.org/10.15554/pcij.11012000.60.71”> a?高性能混凝土箱梁桥的评估,a? PCI JOURNAL,V。45,否.6,2000年11月至12月,第60-71页。 style =“ text-align:left;”> 6。 Crua,P. J. S。,“ Ave河大桥监测计划(Monitoriza?§aoda Ponte sobre o Rio Aye)”,a? 2002年12月的02-DEC / E-14号报告(葡萄牙语)。 style =“ text-align:left;”> 7。 Cruz,P。J. S.,Wisniewski,D。和Valente,I。,“ Ave河上的桥梁的证明荷载测试”(Prova de Carga da Ponte sobre o Rio Aye),a? 2003年7月的报告03-DEC / E-19(葡萄牙语)。

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