{"title":"Saleyard桥-钢-混凝土组合桥面预制的改进方法","authors":"Robert N. Wheatley, Joe Niblett, C. Hendy","doi":"10.1680/jbren.21.00038","DOIUrl":null,"url":null,"abstract":"Saleyard Bridge carries the A465 Heads of the Valleys Road over the River Clydach near Gilwern, Monouthshire. It comprises a 67m single span steel-concrete composite multi-girder superstructure made integral with the abutments. A full depth precast deck was chosen to tackle site constraints and improve constructability. The alternative precast panel connection detail developed used straight laps to overcome the problems that can arise from using typical U-bar loop type connections between precast deck panels. The successful use of the precast panels proved that a deck design with straight laps was a practical alternative. The ability to increase the multi-beam centres and avoid cantilever edge formwork created a more economical solution with savings estimated at £500,000. The paper examines the detailed design and construction planning needed to realise the savings and speed up construction as well as improving site safety. The lessons learnt are also applicable to the wider use of precast panels as an alternative to insitu concreting.","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"42 1","pages":""},"PeriodicalIF":1.5000,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Saleyard Bridge – an improved approach to precasting steel-concrete composite bridge decks\",\"authors\":\"Robert N. Wheatley, Joe Niblett, C. Hendy\",\"doi\":\"10.1680/jbren.21.00038\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Saleyard Bridge carries the A465 Heads of the Valleys Road over the River Clydach near Gilwern, Monouthshire. It comprises a 67m single span steel-concrete composite multi-girder superstructure made integral with the abutments. A full depth precast deck was chosen to tackle site constraints and improve constructability. The alternative precast panel connection detail developed used straight laps to overcome the problems that can arise from using typical U-bar loop type connections between precast deck panels. The successful use of the precast panels proved that a deck design with straight laps was a practical alternative. The ability to increase the multi-beam centres and avoid cantilever edge formwork created a more economical solution with savings estimated at £500,000. The paper examines the detailed design and construction planning needed to realise the savings and speed up construction as well as improving site safety. The lessons learnt are also applicable to the wider use of precast panels as an alternative to insitu concreting.\",\"PeriodicalId\":44437,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Bridge Engineering\",\"volume\":\"42 1\",\"pages\":\"\"},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2022-09-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Bridge Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/jbren.21.00038\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jbren.21.00038","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
摘要
Saleyard桥承载着A465 Heads of the Valleys Road,横跨莫诺斯郡Gilwern附近的Clydach河。它包括一个67米的单跨钢-混凝土组合多梁上部结构,与桥台融为一体。选择全深度预制甲板以解决场地限制并提高可施工性。可选择的预制面板连接细节使用直搭接,以克服预制面板之间使用典型u型环型连接可能产生的问题。预制面板的成功使用证明了直圈甲板设计是一种实用的替代方案。增加多梁中心和避免悬臂边缘模板的能力创造了一个更经济的解决方案,估计节省了50万英镑。本文探讨了实现节约和加快施工速度以及提高现场安全所需的详细设计和施工规划。所吸取的经验教训也适用于更广泛地使用预制板作为就地混凝土的替代方案。
Saleyard Bridge – an improved approach to precasting steel-concrete composite bridge decks
Saleyard Bridge carries the A465 Heads of the Valleys Road over the River Clydach near Gilwern, Monouthshire. It comprises a 67m single span steel-concrete composite multi-girder superstructure made integral with the abutments. A full depth precast deck was chosen to tackle site constraints and improve constructability. The alternative precast panel connection detail developed used straight laps to overcome the problems that can arise from using typical U-bar loop type connections between precast deck panels. The successful use of the precast panels proved that a deck design with straight laps was a practical alternative. The ability to increase the multi-beam centres and avoid cantilever edge formwork created a more economical solution with savings estimated at £500,000. The paper examines the detailed design and construction planning needed to realise the savings and speed up construction as well as improving site safety. The lessons learnt are also applicable to the wider use of precast panels as an alternative to insitu concreting.