Super High Integral Lifting Force Supporting System Design of Yuzhen Palace Gate

Abstract:

To Wudang Yuzhen palace gate lifting project as an example, it introduces a new type of lifting counterforce supporting system design. This lifting counterforce supporting system is designed in this paper in three aspects: the selection of lifting counterforce supporting system, steel pad, section steel reinforced concrete structure, and it puts forward the relevant suggestions: It is better to use H-steel reinforced concrete support system in building large high jacking works; In the design process of the steel cross section, it is need to focus on the bending strength and stability factors in the case of considering the eccentric force; In the design process of steel reinforced concrete walls, it is need to focus on resistance to overturning stability factor.

• Periodical: Advanced Materials Research (Volumes 838-841)
• Pages: 462-466
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.838-841.462
• Online since: November 2013
• Authors: Su Juan Fu, Zhi Hui Bian, Xu Guang Li, Yu Hang Hao
• Keywords: H-Steel Reinforced Concrete Support System, Large High Jacking Works, Lifting Counterforce Supporting System

References

[1] ZengJianwen. Solutions and Applications of Old Bridge Jacking Reaction Force Support System[J]. Jiangxi Building Materials, 2012, (6).

[2] Wu Ruixiang. Research on the Technique of Whole- slab Lifting in Bridge[J]. Communications Standardization, 2007, (5).

[3] Zhang Weixi, Chen Ping, Zhao Dong. Construction Technology of Integral Lift-up for Kaifeng Jade[J]. Construction Technology, 2009, (12).

[4] National Institute of Standards, Code for Design of Steel Structures GB 50017-2003[S]. Beijing: China Planning Press, (2003).