Concrete Crack Control Technology in Chongqing Inch Container Terminal Box Letter of Application in Engineering

Ya Nan Fu; Ze Ping He

doi:10.4028/www.scientific.net/AMM.217-219.161

Paper Titles

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Concrete Crack Control Technology in Chongqing Inch Container Terminal Box Letter of Application in Engineering
p.161

Study on Physical and Dynamic Properties of BR Based Composites Filled with Different Particle Size of Magnesia
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Study on the Performance of Pearl Fiber Composite Yarn
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 217-219Concrete Crack Control Technology in Chongqing...

Concrete Crack Control Technology in Chongqing Inch Container Terminal Box Letter of Application in Engineering

Abstract:

This paper mainly introduces the main causes of the concrete cracks, and with Chongqing inch beach bonded port freight container terminal, drain tank letter concrete crack control as the engineering example, the paper analyzes the method of crack control. For example reduce water consumption, choose the narrow fly ash cement, reduce the narrow concrete constraint, and control the hydration heat, strengthen the concrete curing, control the steel corrosion of crack, control the box by letter of the surrounding rock deformation, they can be reached that box culverts basic don't crack effect.

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Periodical:

Applied Mechanics and Materials (Volumes 217-219)

Pages:

161-164

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.217-219.161

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Online since:

November 2012

Authors:

Ya Nan Fu, Ze Ping He

Keywords:

Concrete Crack, Creep, Shrinkage Deformation, Temperature Stress

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References

[1] Construction manual (version 4). Published by China architecture &building press (In China).

Google Scholar

[2] GB50010—2010. Concrete structure design codes (China 2010).

Google Scholar

[3] GB50204—2002. Concrete structure engineering construction quality inspection specifications (China 2002).

Google Scholar

[4] Li Li Xu. The discussion of Reinforced concrete structure crack control, Architectural technology, 2011, 17, 167. (In Chinese)

Google Scholar

[5] Wen Jiang Xiao. Measures of concrete dam cracking reason and prevention, Architectural engineering, 2008. 03. (In Chinese)

Google Scholar

[6] Wei Bin Wang; Research of mass concrete crack control and construction technology, University of Tianjin, 2006.07. (In Chinese)

Google Scholar

[7] Ji Xia Wang, Ting Chao Wu. The mass concrete construction technology of KaiHeng bottom center, Construction technology, 2007，36( 10). (In Chinese)

Google Scholar

[8] Guo Liang Zhang, Shun Zeng Zhao. The mass concrete construction technical of measures King's landing building of 3. 3m thick basement, Expansion agent and expansive concrete2008 (2). (In Chinese)

Google Scholar