三塔轻组合梁斜拉桥工业化施工技术

Hong Zhang, Gang Li, Hehui Zheng
{"title":"三塔轻组合梁斜拉桥工业化施工技术","authors":"Hong Zhang, Gang Li, Hehui Zheng","doi":"10.2749/istanbul.2023.0963","DOIUrl":null,"url":null,"abstract":"The Fifth Nanjing Yangtze River Bridge is a three-tower cable-stayed bridge with a main span of 600 m. The Steel Shell-Concrete Composite Pylon and steel-UHPC panel light composite girder are adopted.Aiming at the high-quality construction requirements of super-large projects, the research and practice of industrial construction technology including new structures, new processes, new materials and new equipment are carried out. The main innovations are as follows : (1) Based on the design-construction coordination concept of factory processing and modular installation, a new structure of steel shell-concrete composite bridge tower is developed, which has the advantages of good mechanical performance, fast construction and reliable quality. (2) The manufacturing process of making steel shell and main steel bar at the same time in the factory is developed. Only the steel shell is installed and the concrete is poured on site, which greatly improves the construction efficiency and quality of the site. (3) The lightweight self-climbing platform and precision adjustable spreader were developed, which improved the steel shell hoisting, platform climbing efficiency and appearance quality of bridge tower. (4) The lightweight composite beam structure of steel box-UHPC prefabricated panel and the wet joint connection structure of UHPC are developed, which have the advantages of light weight and fast assembly. (5) An automatic UHPC panel production line integrating multiple sets of equipment was developed, which realized the transformation of prefabricated component production from labor-intensive construction to technology-integrated manufacturing.","PeriodicalId":237396,"journal":{"name":"IABSE Symposium, Istanbul 2023: Long Span Bridges","volume":"31 3 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Industrialized construction technology of three-tower light composite beam cable-stayed bridge\",\"authors\":\"Hong Zhang, Gang Li, Hehui Zheng\",\"doi\":\"10.2749/istanbul.2023.0963\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The Fifth Nanjing Yangtze River Bridge is a three-tower cable-stayed bridge with a main span of 600 m. The Steel Shell-Concrete Composite Pylon and steel-UHPC panel light composite girder are adopted.Aiming at the high-quality construction requirements of super-large projects, the research and practice of industrial construction technology including new structures, new processes, new materials and new equipment are carried out. The main innovations are as follows : (1) Based on the design-construction coordination concept of factory processing and modular installation, a new structure of steel shell-concrete composite bridge tower is developed, which has the advantages of good mechanical performance, fast construction and reliable quality. (2) The manufacturing process of making steel shell and main steel bar at the same time in the factory is developed. Only the steel shell is installed and the concrete is poured on site, which greatly improves the construction efficiency and quality of the site. (3) The lightweight self-climbing platform and precision adjustable spreader were developed, which improved the steel shell hoisting, platform climbing efficiency and appearance quality of bridge tower. (4) The lightweight composite beam structure of steel box-UHPC prefabricated panel and the wet joint connection structure of UHPC are developed, which have the advantages of light weight and fast assembly. (5) An automatic UHPC panel production line integrating multiple sets of equipment was developed, which realized the transformation of prefabricated component production from labor-intensive construction to technology-integrated manufacturing.\",\"PeriodicalId\":237396,\"journal\":{\"name\":\"IABSE Symposium, Istanbul 2023: Long Span Bridges\",\"volume\":\"31 3 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, Istanbul 2023: Long Span Bridges\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2749/istanbul.2023.0963\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"IABSE Symposium, Istanbul 2023: Long Span Bridges","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2749/istanbul.2023.0963","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

南京长江第五大桥是一座主跨600米的三塔斜拉桥。采用钢壳-混凝土组合塔和钢- uhpc板轻组合梁。针对超大型工程的高质量施工要求,开展新结构、新工艺、新材料、新设备等工业施工技术的研究与实践。主要创新点如下:(1)基于工厂化加工、模块化安装的设计-施工协同理念,开发了钢壳-混凝土组合桥塔的新型结构,具有力学性能好、施工速度快、质量可靠等优点。(2)开发了在厂内同时制作钢壳和主钢筋的制造工艺。只需安装钢壳,现场浇筑混凝土,大大提高了现场施工效率和质量。(3)研制了轻型自爬升平台和精密可调吊具,提高了桥塔钢壳吊装、爬升平台效率和外观质量。(4)开发了钢箱-UHPC预制板轻量化组合梁结构和UHPC湿缝连接结构,具有重量轻、装配快的优点。(5)开发了集多套设备于一体的UHPC面板自动化生产线,实现了装配式构件生产由劳动密集型施工向技术集成制造的转变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Industrialized construction technology of three-tower light composite beam cable-stayed bridge
The Fifth Nanjing Yangtze River Bridge is a three-tower cable-stayed bridge with a main span of 600 m. The Steel Shell-Concrete Composite Pylon and steel-UHPC panel light composite girder are adopted.Aiming at the high-quality construction requirements of super-large projects, the research and practice of industrial construction technology including new structures, new processes, new materials and new equipment are carried out. The main innovations are as follows : (1) Based on the design-construction coordination concept of factory processing and modular installation, a new structure of steel shell-concrete composite bridge tower is developed, which has the advantages of good mechanical performance, fast construction and reliable quality. (2) The manufacturing process of making steel shell and main steel bar at the same time in the factory is developed. Only the steel shell is installed and the concrete is poured on site, which greatly improves the construction efficiency and quality of the site. (3) The lightweight self-climbing platform and precision adjustable spreader were developed, which improved the steel shell hoisting, platform climbing efficiency and appearance quality of bridge tower. (4) The lightweight composite beam structure of steel box-UHPC prefabricated panel and the wet joint connection structure of UHPC are developed, which have the advantages of light weight and fast assembly. (5) An automatic UHPC panel production line integrating multiple sets of equipment was developed, which realized the transformation of prefabricated component production from labor-intensive construction to technology-integrated manufacturing.
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
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信