The Application of Foundation Underpinning Technology of Steel Box Girder Shield in the Integrally Lifting of Yuzhen Palace

Zhi Hui Bian; Shi Feng Fu; Tie Cheng Wang; Xu Guang Li

doi:10.4028/www.scientific.net/AMM.427-429.19

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The Application of Foundation Underpinning Technology of Steel Box Girder Shield in the Integrally Lifting of Yuzhen Palace
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 427-429The Application of Foundation Underpinning...

The Application of Foundation Underpinning Technology of Steel Box Girder Shield in the Integrally Lifting of Yuzhen Palace

Abstract:

The technology of steel box girder shield and PLC synchronous pushing are used in the foundationl underpinning during the Yuzhen palace integrally lifting of Wudang Mountain for the first time. The characteristic of steel box girder is light weight, large internal operating space, high strength, and low friction coefficient with soil. The foundation underpinning of building is done by the steel box girder with PLC synchronous pushing system. The building is located on the integrity of good rigid chassis. The paper provides design principle of key component, design of PLC synchronous pushing system and related calculation method, and provides a new technology for protection building.

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Periodical:

Applied Mechanics and Materials (Volumes 427-429)

Pages:

19-23

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.427-429.19

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Online since:

September 2013

Authors:

Zhi Hui Bian*, Shi Feng Fu, Tie Cheng Wang, Xu Guang Li

Keywords:

Foundation Underpinning, PLC Synchronous Pushing System, Steel Box Girder of Shield Method, Yuzhen Palace

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* - Corresponding Author

References

[1] QianDengzhou, WangTiecheng, BianZhihui. New technologies of Kunming Jinggang Tower lifting construction[J]. Construction Technology, 2005, 34(8): 17-19.

Google Scholar

[2] ZhangWeixi, ChenPing, ZhaoDong. Kaifeng Yuhuang Pavilion overall Lifting Construction Technology[J]. Construction Technology, 2010, 39(11): 48-50.

Google Scholar

[3] ZhangWeixi, ChenPing, ZhaoDong, etc. Applications of Hand-dug-in pipe lifting technology n the protection of ancient masonry buildings[J]. Construction Technology, 2011, 41(3): 127-130.

Google Scholar

[4] Pipe jacking technology and acceptance (Trial)[S]. Beijing: China Communications Press, (2007).

Google Scholar

[5] HuangJilong, ChenJinjian, WangJianhua, etc. Large diameter pipe jacking Numerical simulation analysis[J]. Underground Space and Engineering Journal. 2008, 4(3): 389-493.

Google Scholar