Experimental Study on the Maximum Allowable Hydration Temperature for 900t Box Girder of High-Speed Railway

Article Preview

Abstract:

Due to the usage of high-strength concrete, excessive hydration heat is generated in the whole span box girder of high-speed railway. The maximum allowable temperature should not exceed 60°C according to the Technical Guide on Railway Bridge Construction of Passenger Dedicated Line. However, according to the field measurement and simulation to the maximum temperature of box girder concrete, we find that the maximum hydration temperature of concrete is generally more than 60°C which is the limited value of the specification. The research results show that the limited value of maximum hydration temperature for box girder concrete can be relaxed to 65°C.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

964-968

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Institute of Economic Planning Ministry of Railways.TZ213-2005: Beijing, (2005). (In Chinese)

Google Scholar

[2] Minxia Li: Xian: Xi'an University of Architecture Technology, (2006). (In Chinese)

Google Scholar

[3] Jiayan Lei, Wenyu Ji, Wenliang Lu: Journal of Beijing Jiaotong University, Vol.26, NO.1 (2002), pp.85-92. (In Chinese)

Google Scholar

[4] Defei Feng, Wenliang Lu: Journal of Railway Engineering Society, NO.8 (2006), pp.62-67. (In Chinese)

Google Scholar

[5] Jing Ruan, Jianshu Ye, Faxiang Xie, etc: Journal of Southeast University (Natural Science Edition), Vol.31, NO.3 (2001), pp.53-56. (In Chinese)

Google Scholar

[6] Kehlbeck F. Beijing: Chinese Railway Press, (1981). (In Chinese)

Google Scholar

[8] Cement and Concrete Association. Annual Report, Slough, (1976), pp.14-19

Google Scholar

[9] Nurse, R.W., Whitaker, T.: Moscow, (1964).

Google Scholar

[10] Nasser, K.W., Lohtia, R.P.: ACI Journal, Proceedings V.68, No.3(1971), pp.180-186.

Google Scholar