Research on Crack Prevention Method for Long Concrete Foundation Slab of Pumping Station

Sheng Qiang; Nan Nan Zhang; Chao  Wu; Yong  He

doi:10.4028/www.scientific.net/AMM.427-429.104

Paper Titles

Sliding Mode Control of Anti-Lock Braking System
p.85

Structural Optimization Design on the Sunflower Shaped Arch Bridge
p.90

Analysis on Flexural Bearing Capacity and Ductility of NHC Pile
p.94

Design and Compression Deformation Analysis of an Innovational Structure with Auxetic Effect
p.99

Research on Crack Prevention Method for Long Concrete Foundation Slab of Pumping Station
p.104

Optimization Research on the Bolt Arrangement of a Double-Wall Steel Insulation Silo with Multiple Bolted Joint
p.108

Vibration Isolation Analysis of Vibrating Screen with Two-Mass and High Energy
p.112

Simulation of the Squeeze Film Damping in a RF MEMS Switch
p.116

The Response of Electrostatic MEMS Structure under Mechanical Shock and Electrostatic Forces
p.120

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 427-429Research on Crack Prevention Method for Long...

Research on Crack Prevention Method for Long Concrete Foundation Slab of Pumping Station

Abstract:

The foundation slab is the key structure of a pumping station. For such a hydraulic structure cracking is not permitted because it will cause heavily seepage and other disaster. Temperature control is an important way to prevent cracking. With the aid of finite element method for temperature field and stress field simulation, research is carried out for a 43.5m long mass concrete foundation slab of a pumping station poured in different seasons. Different measures, such as pipe cooling, surface preservation and pouring temperature control, are tried to control the temperature and stress. This research gets some useful results, and the measures proposed have a significant reference to similar projects.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 427-429)

Pages:

104-107

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.427-429.104

Citation:

Cite this paper

Online since:

September 2013

Authors:

Sheng Qiang*, Nan Nan Zhang, Chao Wu, Yong He

Keywords:

Computer Simulation, Crack Prevention, Foundation Slab, Mass Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Y. F. Ma, Y. M. Zhu, Y. Z. Liu. Feedback study of temperature control and crack prevention of Jiangtanghu pump concrete sluice during construction, Water Power, 32 (2006) 33-35.

Google Scholar

[2] Z. M. Zhang, X.W. Guo, and R. Q. Du. Analysis of hydration heat-induced stresses and cracks in massive concrete walls, Journal of Hohai University, 30(2002)12-16.

Google Scholar

[3] S. K. Chen, S. Qiang, L. Guo, L. X. Guo. Simulation and analysis on temperature and stress of concrete for tubular flow path of Huaiyin No. 3 Pumping Station, Water Resources and Hydropower Engineering, 42 (2011) 44-47.

Google Scholar

[4] B. F. Zhu. Thermal Stresses and Temperature Control of Mass Concrete, Second ed, China Electric Power Press, Beijing, (1999).

Google Scholar

[5] Y. M. Zhu, Z. Q. Xu, J. R. He. A calculation method for solving temperature field of mass concrete with cooling pipes, Journal of Yangtze River Scientific Research Institute, 20 (2003) 19-22.

Google Scholar