Steel Cofferdam Design and Calculation for High Pile Cap Construction

Article Preview

Abstract:

Using the steel cofferdam of Xinzhao Pearl River Bridge in Guangzhou City as the engineering background, structural designing and size proposing of steel cofferdam are introduced briefly. To ensure structural safety, general purpose finite element software Ansys was used to analyze structural strength and stability. Load styles and boundary conditions were also discussed. 6 load cases with calculating model were presented.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1879-1884

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] CHEN Ming-xian. Constructing techniques of cable-stayed bridges(People's Communications Press, Beijing 2003).

Google Scholar

[2] No.1 Highway Engineering General Corporation. Highway constructing manuals---bridges and culverts(People's Communications Press, Beijing, 2003).

Google Scholar

[3] SHEN Xiao-song. Constructing techniques of deep water foundation in Guanzhou Xinggang Bridge[D].Changsha: Changsha University of Science and Technology,2007.

Google Scholar

[4] LUo Guan-yong, CAO Hong, PAN Hong, ZHOU Hong-xing: Journal of south china university of technology(natural science edition),2006,34(2):124-129.

Google Scholar

[5] WEI Xian-hua, in: Bridge construction,2009(6):58-61.

Google Scholar

[6] XIA Gui-yun, LI Chuan-xi. Calculating report of double walled steel cofferdam in Xinzhao Pearl River Bridge[R]. Changsha: Changsha university of Science and Technology, 2007.

Google Scholar

[7] XIA Gui-yun, LI Chuan-xi. Calculating report of steel sheet pile cofferdam in Guanzhou Lake Bridge[R]. Changsha: Changsha university of Science and Technology, 2007.

Google Scholar