Construction technology innovation of 2300-meter suspension bridge: new diaphragm wall and composite tower

X. You, Hu Wei, C. Peng, M. Chao
{"title":"Construction technology innovation of 2300-meter suspension bridge: new diaphragm wall and composite tower","authors":"X. You, Hu Wei, C. Peng, M. Chao","doi":"10.2749/istanbul.2023.0962","DOIUrl":null,"url":null,"abstract":"Zhang-Jing-Gao Yangtze River Bridge adopts a double-span suspension bridge with a main span of 2300 meters. The anchorage foundation adopts a composite diaphragm wall, which is used as an temporary supporting structure during construction, and then transformed into a permanent structure, and the main tower adopts a 350-meter composite structure of steel box and steel tube confined concrete. This diaphragm wall has high requirements on the verticality of the slot segment and the installation precision of the rigid joint, and there are difficulties in segment hoisting, linear control and the construction quality control of steel tube concrete of super high tower. Therefore, technical research was carried out: (1) The intelligent aided decision-making system for trenching, the automatic detection and adjustment device for slurry performance, and the three-dimensional shape detection technology for slot are developed to achieve high-precision trenching; (2) The high-precision manufacturing and installation technology of new rigid joint and steel reinforcement cage is studied to reduce the stuck risk; (3) Through the application of W12000-450 intelligent tower crane and construction control with the whole process control concept, the purpose of high precision control of tower alignment is achieved; (4) The pouring platform on tower of concrete and construction technology of self-compacting concrete with 40-meter high drop are developed to ensure the construction quality of steel tube concrete.","PeriodicalId":237396,"journal":{"name":"IABSE Symposium, Istanbul 2023: Long Span Bridges","volume":"21 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.2023.0962","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Zhang-Jing-Gao Yangtze River Bridge adopts a double-span suspension bridge with a main span of 2300 meters. The anchorage foundation adopts a composite diaphragm wall, which is used as an temporary supporting structure during construction, and then transformed into a permanent structure, and the main tower adopts a 350-meter composite structure of steel box and steel tube confined concrete. This diaphragm wall has high requirements on the verticality of the slot segment and the installation precision of the rigid joint, and there are difficulties in segment hoisting, linear control and the construction quality control of steel tube concrete of super high tower. Therefore, technical research was carried out: (1) The intelligent aided decision-making system for trenching, the automatic detection and adjustment device for slurry performance, and the three-dimensional shape detection technology for slot are developed to achieve high-precision trenching; (2) The high-precision manufacturing and installation technology of new rigid joint and steel reinforcement cage is studied to reduce the stuck risk; (3) Through the application of W12000-450 intelligent tower crane and construction control with the whole process control concept, the purpose of high precision control of tower alignment is achieved; (4) The pouring platform on tower of concrete and construction technology of self-compacting concrete with 40-meter high drop are developed to ensure the construction quality of steel tube concrete.
2300米悬索桥施工技术创新:新型连续墙和组合塔
张京高长江大桥采用双跨悬索桥,主跨2300米。锚固基础采用组合连续墙,施工时作为临时支撑结构,后改造为永久结构,主塔采用350米钢箱与钢管约束混凝土组合结构。这种连续墙对槽段的垂直度和刚性接头的安装精度要求较高,在段吊装、直线控制和特高塔钢管混凝土施工质量控制等方面存在困难。为此,开展了技术研究:(1)开发挖沟智能辅助决策系统、料浆性能自动检测与调整装置、槽形三维检测技术,实现高精度挖沟;(2)研究新型刚性接头和钢筋保持架的高精度制造与安装技术,降低卡死风险;(3)通过应用W12000-450型智能塔机,采用全过程控制理念进行施工控制,达到塔架对中高精度控制的目的;(4)为保证钢管混凝土的施工质量,开发了塔上混凝土浇筑平台和40米高落差自密实混凝土施工技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
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