Study on Steel Strand’s Reasonable Tension Order of Reaction Wall

Dai Guo Chen; Yong Yao; Wei Gu

doi:10.4028/www.scientific.net/AMR.446-449.109

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Study on Steel Strand’s Reasonable Tension Order...

Study on Steel Strand’s Reasonable Tension Order of Reaction Wall

Abstract:

Pre-stressed reaction wall is an important test facility in structure laboratory．Reaction wall will bear large static and dynamic loads when working, so pre-stressed concrete structure is often used. A model of micro-concrete pre-stressed reaction wall is made in the test in order to insure tension quality of steel strand of reaction wall. Proposed 4 different tension schemes of reaction wall pre-stress rebar, and a comparative study on the variety trend and distribution of strain on reaction wall in the 4 different schemes．The experimental results show that the best schemes of tension pre-stress rebar is：use the wall cross-section center of gravity as the symmetric point, tension symmetrical up and down from central to outside．And we suggest that two times or supplement tension methods be use to stretching steel strand of reaction wall.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

109-113

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.109

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Online since:

January 2012

Authors:

Dai Guo Chen, Yong Yao, Wei Gu

Keywords:

Pre-Stress, Reaction Wall, Steel Strand, Tension Scheme

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References

[1] Zongfang Yang. Modern Pre-stressed Engineering Construction (Second Edition) [M]. Beijing: China Architecture & Building Press, 2008 (in chinese).

Google Scholar

[2] Minghua Zhou. Civil Engineering Structural Test and Measurement [M]. Nanjing: Southeast University Press, 2002 (in chinese).

Google Scholar

[3] National Standards. Pre-stressed Anchorage, Fixture and Connector. GT/T14370-2007 (in chinese).

Google Scholar

[4] Shanxi Construction Engineering Bureau. Pre-stressed Tension Process [M]. Beijing: China Building Industry Press, 19742.19-135 (in chinese).

Google Scholar

[5] Guoping Li. Pre-stressed Concrete Beams in Vitro Experimental Study on Shear [J]. Journal of Civil Engineering, 2007.40 (2):58-63 (in chinese).

Google Scholar

[6] An Lin, Ye Jianshu, Ma Yuefeng. Dual pre-stressed concrete beams Study [J]. Bridge construction, 1999, (3):8-10(in chinese).

Google Scholar

[7] Xueyu Xiong etc. Pre-stressed Engineering Design and Construction Manual [M]. Beijing: China Architecture & Building Press, 2003 (in chinese).

Google Scholar