The Detection Research of Tension about Vertical Prestressed Fine Rolled Twisted Bar in Box-Girders Construction of Civil Engineering

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Abstract:

At present, vertical prestress detection is almost blank during box-girders construction of civil engineering . In order to effectively detect the effective tension at box-girder construction process in civil engineering based on the theory of structural dynamics, scene detection means, the relationship of box-girder vertical prestressing tensile force and dynamic characteristics of the exsertion segment reinforced was established. Vertical prestress of part of the box beam segments of a three-span prestressed concrete continuous rigid frame was detected , the shortcomings of the current vertical prestressing tensile force was analyzed . The results show that: the proposed method is direct, effective and able to effectively monitor the vertical prestressing tensile force. The research has important theoretical and engineering applications for crack prevention of box-girders.

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134-137

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September 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhang Feng. Prestressed concrete continuous box beam after cracking behavior of structures [D ]. Dissertation of Southeast University, (2007).

Google Scholar

[2] Ministry of communications of the people's Republic of China. Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts. JTG D62-(2004).

Google Scholar

[3] Zhong Shintani, Xue-Wei Liu, Chen Mingyan. Statistical study of the inclination errors of vertically prestressed anchor plates of concrete box beams. [J]. Journal of Civil Engineering, 2010, 43 (5) : 23-28.

Google Scholar

[4] Li Shoukai, Zhang Feng, Li Shucai. Research on the influence of constructing localization of vertical prestress tendons to it's prestress loss[J]. Journal of Shandong University, 2011, 41(3): 101-105.

Google Scholar

[5] Liang Donghai, Liu Xuewei. The vertical prestressed verticality measurement and analysis method [J ]. China highway . 2009, 29(6): 178-180.

Google Scholar

[6] Shen Mingyan, Zhong Xingu, Shu Xiaojuan . PC box beam bridge web vertical prestressed long-term loss test and research [J ] . 2007, 27(6): 71-73.

Google Scholar

[7] Shao Xudong, Li Bin, Ceng Tian wins. Calculation and Measure of Web Vertical Stress Field Using Low Retracting Prestressed Anchorage Journal of Highway and Transportation Research and Development[J]. Technology of highway and transport, 2009, 26(9): 91-96.

Google Scholar

[8] Zhong Xingu, Yang Tao, Shen Mingyan. Method for Tension Test of Vertical Prestressing Bars in Webs of Concrete Box Girder Bridges[J]. China Journal of highway and transport, 2010, 23(4): 63-69.

DOI: 10.1061/(asce)be.1943-5592.0000164

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