Study on the Relationship between Ergometer and Tensioning Force of Pre-Stressed Pier Anchor Cable

Article Preview

Abstract:

During the construction of pre-stressed anchor cables for discharging flood and sand in the lower reservoir of Pushihe Pumped-storage Power Station, the tensioning of main and secondary cables are overall carried out according to design, in which the tensioning force is divided into seventh grades, the indicator values of ergometer and tensioning force of jack were obtained by experiment, and the difference between them were compared and analysis, the results of experiment provides the basis for the long-term and stable operation of pre-stressed pier in Pushihe project.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2822-2826

Citation:

Online since:

August 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Z.F. Yang, J.Y. Li, in: Modern pre-stressed construction, edited by China Architecture & Building Press, Beijing 2008. (in Chinese).

Google Scholar

[2] China Engineering Construction Standardization Association. CECS22, in: 2005 Rock and Soil Anchor (cable) Technical Specification, edited by China Planning Press, Beijing 2005. (in Chinese).

Google Scholar

[3] M.H. Miao, Z. Liu, Y.G. Gong, et al: YUNNAN WATER POWER, Vol. 26(1)(2010), p.45 (in Chinese).

Google Scholar

[4] Q.Q. Zhao, H.L. Li, Y.X. Wang: Sichuan Water Power, Vol. 31(4)(2012): p.54 (in Chinese).

Google Scholar

[5] Y.F. Du, S. Wen. China Water Transport, Vol. 13(3)(2013): p.235 (in Chinese).

Google Scholar

[6] W.G. Fu, H.L. Yu, P. Geng. Chinese Journal of Geotechnical Engineering, 2010, Vol. 32(SUPP. 2)(2010): p.487 (in Chinese).

Google Scholar