Structural Finite Element Analysis on Side Wall Pouring Formwork Trolley for Subway Station

Article Preview

Abstract:

Structure finite element analysis software ANSYS is used to establish relatively complete finite element model for automatic side wall formwork trolley, analyze the stability of formwork trolley under light condition and work condition, and give a correct classification on working conditions of formwork trolley. Main factors influencing the stability of formwork trolley are found and improving measures are proposed to provide reference for optimal structure design and standardized design of formwork trolley.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

95-100

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Huang Changjian. Development of Automatic Side Wall Formwork Trolley and Application in Subway Structural Engineering [J]. Tunnel Construction. 2012 (32): 429-432.

Google Scholar

[2] Xia Songlin et al. Application of Simple Adjustable Section Sliding Formwork Trolley Technology [J]. Shanxi Construction, 2007 (20).

Google Scholar

[3] Zhao Zengyao. Application of Finite Element Analysis in Construction Machinery Steel Structure Design and Optimal Structure [D]. Changan University, (2009).

Google Scholar

[4] Pang Jilai et al. Development and Application of Overall Movable Concrete Bedded Formwork Trolley [C]/ 2010 National Mining Scientific Technology Summit Forum Memoir. Harbin: Chinese Society for Metals Mining Branch, (2010).

Google Scholar

[5] Deng Fangping. ANSYS10. 0 Finite Element Analysis Self-study Manual [M] Posts and Telecom Press, (2007).

Google Scholar

[6] Yang Minggang. Design of Tunnel Lining Formwork Trolley [J]. Sichuan Machinery. 2005 (6): 145-147.

Google Scholar

[7] Zhao Fuan, He Zhentong. Structural Finite Element Analysis on Tunnel Lining Formwork Trolley [J]. Shanxi Construction. 2008 (34): 344-345.

Google Scholar