Model Test on Incremental Launching Construction Method for JIUBAO Bridge in Hangzhou

Article Preview

Abstract:

The incremental launching construction method of super large-span arch-girder combination bridges is a new way in construction for late-model bridges. In order to study the dangerous conditions during the construction of the real bridge, the similarity model of a large-span arch-girder combination bridge is introduced. This article discussed structure responses under one,two,three times dead-load additional weight and the wind load separately. The test result demonstrates that the test method could simulate the dangerous conditions during the real construction and check the stress effectively which can provide technical support for the construction of similar bridges.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

389-393

Citation:

Online since:

May 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Beaney N J, Martin J M, in: Design and construction of the Dornoch Firth Bridge. Proceedings of Institution Civil Engineering Transportation. 1993( 100), p.145~156.

DOI: 10.1680/itran.1993.24296

Google Scholar

[2] CHEN H S, WU J, CHEN X L, in: The application of Incremental Launching in bridge Construction. Journal of China & Foreign Highway,2006, 26 (3) , p.178~180.

Google Scholar

[3] Kwang H J, Kwang S K, Chung W S, in: Verification of Incremental Launching Construction Safety for the llsun Bridge, the World's Longest and Widest Prestressed Concrete Box Girder with Corrugated Steel Web Section. Journal of Bridge Engineering, 2011, p, 453~455.

DOI: 10.1061/(asce)be.1943-5592.0000165

Google Scholar

[4] ZHANG C L,ZHANG H X,DONG W L, in: The Application of Hydraulic Synchronous Pushing-jacking Technology to Bridge Construction. Chinese Hydraulics & Pneumatics,2008 (8) , p.65~68.

Google Scholar

[5] Marco Rosignoli. Prestressing Schemes for Incrementally Launched Bridges. Journal of Bridge Engineering.1999, p.107~109.

DOI: 10.1061/(asce)1084-0702(1999)4:2(107)

Google Scholar

[6] LIU A P, ZHANG J P, ZHAO X S. Model test of the first Zhongshan Bridge and theoretical analysis. China Journal of Highway and Transport.2005,18 (3) , p.75~79.

Google Scholar