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Intelligent tensioning control and management integrated system for high-speed railway pre-stressed concrete beam

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Abstract

The tension force pre-stressing of most pre-stressed concrete beams (BPS) for high-speed railways in China is currently performed using a traditional manual operation method, leading to low efficiency, poor precision, a complicated operation, and uncontrollable calibration authenticity, among other factors. This paper presents an intelligent tension control and management system for a BPS, including the hardware equipment and corresponding matching software system. In accordance with the current scenario in pre-stressed tension construction, intelligent tensioning control station, tensioning jacks, and other hardware equipment, matching BPS software has been developed. This system is based on radio frequency identification technology, cloud technology, big data technology, the building of a set platform regarding the pre-stressed tension construction control, process management, supervision, and implementation of a railway precast beam. The system achieves automation, information, visualization and remote of the entire process of pre-stressed tension construction, and lays the foundation for the popularization of the Internet of Things technology within railways in China.

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References

  1. Soojin Cho et al (2010) Development of an automated wireless tension force estimation system for cable-stayed bridges [J]. J Intell Mater Syst Struct 21:361–376

    Article  Google Scholar 

  2. Hongyan Ding, Peng Liu, Puyang Zhang et al (2017) Influences of installment tensioning technology on bearing capacity of rectangular prestressed concrete beam [J]. Trans Tianjin Univ 23(2):122–129

    Article  Google Scholar 

  3. Kim Ji-Min, Lee Jun, Sohn Hoon (2017) Automatic measurement and warning of tension force reduction in a PT tendon using Eddy current sensing [J]. NDT E Int 87(4):93–99

    Article  Google Scholar 

  4. L Wei-Hwang. Prestressed concrete tensioning system: US, 5718090(A) [P]. 1998-02-17

  5. De Backer H et al (2003) A case study on strain gauge measurements on large post-tensioned concrete beams of a railway support structure [J]. Insight 45(12):822–826

    Article  Google Scholar 

  6. Xin M, Jianhan H, Xiaojun W et al (2014) Research on the tension monitoring for contact line of traction power supply system. IEEE 10:1529–1534

    Google Scholar 

  7. Xianglin Xiao (2016) Research on information technology in railway bridge prestress construction [J]. Railw Eng 4:5–8 (in Chinese)

    Google Scholar 

  8. Quanquan Guo, Zhu Li, Lian Duan, (Tongji University, China) (2004) Automatic post-tensioning in prestressed concrete structures [J]. Str Eng Int 14(1):37–41

    Article  Google Scholar 

  9. Quanquan Guo, Zhu Li, Shanyuan Zhang (2004) Study on digtal tensioning technique in prestressed concrete structure [J]. China Civ Eng J 37(7):13–17 (in Chinese)

    Google Scholar 

  10. Bing L, Zhu L (2009) Experimental study on automatic control technology in prestressed concrete structure [C]. IEEE, Chongqing, pp 62–66

    Google Scholar 

  11. Liao Qiang Xu, Jianmin Li Wenfeng (2015) Application of presstressed intelligent tension system in construction of bridges [J]. Technol Highw Trans 2:102–105 (in Chinese)

    Google Scholar 

  12. Xuehong Liu (2012) Application of automatic stretching-control system in prefabrication of box girder on Datong-Xi’an passenger-dedicated line [J]. Railw Stand Des 10:54–57 (in Chinese)

    Google Scholar 

  13. Want R (2006) An introduction to RFID technology [J]. Pervasive Computing 5(1):25–33

    Article  Google Scholar 

  14. China Railway (2015) Technical specification for construction of high speed railway bridge and culvert engineering (Q/CR 9603-2015) [S]

  15. China Railway (2003) Post-tensioned pre-cast concrete simple-support girder for railway bridge pro-stress specifications (TB/T 2092-2003) [S]

  16. Masahiro Sakano et al (2006) (Japan). Monitoring of steel railway floor beams prestressed by steel plates [J]. J Bridge Eng 11(6):681–687

    Article  MathSciNet  Google Scholar 

Download references

Acknowledgments

This project is supported by Key projects of science and technology development of China Railway Design Group Co., Ltd. (721628) which are gratefully acknowledged.

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Correspondence to Yi Zhuo.

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Zhuo, Y. Intelligent tensioning control and management integrated system for high-speed railway pre-stressed concrete beam. J Civil Struct Health Monit 8, 499–508 (2018). https://doi.org/10.1007/s13349-018-0288-1

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