高特鲁巴山谷大桥(Gottleubatalbrücke)的启动经验

ce/papers Pub Date : 2024-09-11 DOI:10.1002/cepa.3093
Marek Foglar, Libor Švec, Igor Chorovský, Jan Krysta, Vladimír Beneš
{"title":"高特鲁巴山谷大桥(Gottleubatalbrücke)的启动经验","authors":"Marek Foglar,&nbsp;Libor Švec,&nbsp;Igor Chorovský,&nbsp;Jan Krysta,&nbsp;Vladimír Beneš","doi":"10.1002/cepa.3093","DOIUrl":null,"url":null,"abstract":"<p>This article briefly describes the project background, timelines, structural data, actually achieved milestones and current stage of project of the bridge over Gottleubavalley in Pirna, Saxony, Germany. The bridge is being built using incremental launching method, the main challenges of the launching process are briefly described together with some learning points.</p><p>The winning design from the architectural competition in 2006 proposed very slender (1 to 35 !) hybrid steel-concrete semi-integral frame crossing the 70m deep and 1000m wide valley with nine spans (92 – 116 – 120 – 120 – 124 – 108 – 92 – 76 m) with maximum span length of 124m. The paper describes the challenges the team faced during the preparation and launching of a very slender bridge deck with deflections up to 6m when touching down at the bridge pier. By the time of the venue, the incremental launching will be already finished, and the lowering works will be in progress.</p>","PeriodicalId":100223,"journal":{"name":"ce/papers","volume":"7 3-4","pages":"125-127"},"PeriodicalIF":0.0000,"publicationDate":"2024-09-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experiences from launching the bridge over Gottleuba-valley (Gottleubatalbrücke)\",\"authors\":\"Marek Foglar,&nbsp;Libor Švec,&nbsp;Igor Chorovský,&nbsp;Jan Krysta,&nbsp;Vladimír Beneš\",\"doi\":\"10.1002/cepa.3093\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>This article briefly describes the project background, timelines, structural data, actually achieved milestones and current stage of project of the bridge over Gottleubavalley in Pirna, Saxony, Germany. The bridge is being built using incremental launching method, the main challenges of the launching process are briefly described together with some learning points.</p><p>The winning design from the architectural competition in 2006 proposed very slender (1 to 35 !) hybrid steel-concrete semi-integral frame crossing the 70m deep and 1000m wide valley with nine spans (92 – 116 – 120 – 120 – 124 – 108 – 92 – 76 m) with maximum span length of 124m. The paper describes the challenges the team faced during the preparation and launching of a very slender bridge deck with deflections up to 6m when touching down at the bridge pier. By the time of the venue, the incremental launching will be already finished, and the lowering works will be in progress.</p>\",\"PeriodicalId\":100223,\"journal\":{\"name\":\"ce/papers\",\"volume\":\"7 3-4\",\"pages\":\"125-127\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-09-11\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"ce/papers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3093\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"ce/papers","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3093","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

本文简要介绍了德国萨克森州皮尔纳 Gottleubavalley 跨河大桥的项目背景、时间表、结构数据、实际完成的里程碑以及目前的项目阶段。2006 年建筑设计竞赛的获奖设计提出了非常纤细(1 至 35 !)的钢-混凝土混合半整体框架,横跨 70 米深、1000 米宽的山谷,共有九跨(92 - 116 - 120 - 120 - 124 - 108 - 92 - 76 米),最大跨度为 124 米。论文描述了团队在准备和下水过程中面临的挑战,桥面非常纤细,在桥墩着地时挠度高达 6 米。在会场时,增量下水已经完成,下放工程正在进行中。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Experiences from launching the bridge over Gottleuba-valley (Gottleubatalbrücke)

This article briefly describes the project background, timelines, structural data, actually achieved milestones and current stage of project of the bridge over Gottleubavalley in Pirna, Saxony, Germany. The bridge is being built using incremental launching method, the main challenges of the launching process are briefly described together with some learning points.

The winning design from the architectural competition in 2006 proposed very slender (1 to 35 !) hybrid steel-concrete semi-integral frame crossing the 70m deep and 1000m wide valley with nine spans (92 – 116 – 120 – 120 – 124 – 108 – 92 – 76 m) with maximum span length of 124m. The paper describes the challenges the team faced during the preparation and launching of a very slender bridge deck with deflections up to 6m when touching down at the bridge pier. By the time of the venue, the incremental launching will be already finished, and the lowering works will be in progress.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Issue Information Reliability-based Allowances of Corrosion Losses for Weathering Steel Bridges Failure mode and load prediction of steel bridge girders through 3D laser scanning and machine learning methods ‘Robinson’ Pedestrian Bridge in Budapest, Hungary Cable-stayed footbridge in Lover Vítkovice Area-DOV
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1