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contributor authorJia Shao-min
contributor authorZhao Lei
contributor authorLl Bing
date accessioned2017-05-08T22:33:46Z
date available2017-05-08T22:33:46Z
date copyrightMarch 2015
date issued2015
identifier other49745055.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82663
description abstractThe main channel girder of Jiaxing-Shaoxing Bridge is the first six-tower, separate-deck, space four-cable-plane cable-stayed bridge in the world. The main bridge has seven closures, and the closure scheme is complex. Considering the problems in traditional temperature closure, this study introduced a new closure process called geometric closure based on geometric construction control. Then, this study introduced a closure attitude adjustment calculation method and enumerated the considerations in selecting geometric closure for the main channel bridge. Finally, the operating details that implement geometric closure for Jiaxing-Shaoxing Bridge was introduced. Geometric closure can eliminate the additional effect of temperature and ensure the established closure time. The measurement data show that the profile of the main girder of Jiaxing-Shaoxing Bridge is smooth and that the error is small with geometric closure. As a result, the construction control work achieves satisfactory results.
publisherAmerican Society of Civil Engineers
titleGeometric Closure Control of the Main Channel Girder of Jiaxing-Shaoxing Bridge
typeJournal Paper
journal volume9
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000426
treeJournal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 001
contenttypeFulltext


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