A Comparative Study between Welding and High-Tensile Vertical Bolt Methods in PHC Pile Coupling Work

Yoon Seok Shin; Gwang Hee Kim

doi:10.4028/www.scientific.net/AMM.681.183

Paper Titles

Simulation of SVPWM in PSCAD/EMTDC
p.164

Study of System Stability Based on the Combination of Low Voltage Protection and Security Automatic Device
p.169

The Electrical Properties and Impedance Analysis of ZnO Varistors Doped with Different Cu₂O Contents
p.173

The Setting Calculation of the Current Increment Protection of the Traction Power Supply System for High-Speed Railways
p.177

A Comparative Study between Welding and High-Tensile Vertical Bolt Methods in PHC Pile Coupling Work
p.183

Complicated Super High-Rise Structural Model Conversion Technology
p.187

Experimental Study on the Effect of Road Rollers Construction Vibration
p.195

Finite Element Analysis on Acoustic Wind Tunnel Structure of Special-Shaped Thin-Walled Concrete
p.200

Reliability Analysis of Pre-Stressed Concrete Continuous Girders Bridge Using Incremental Launching Method on Different Codes
p.205

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 681A Comparative Study between Welding and...

A Comparative Study between Welding and High-Tensile Vertical Bolt Methods in PHC Pile Coupling Work

Abstract:

Few studies have been conducted on the constructability or economic feasibility of the coupling of Pre-tensioned Spun High Strength Concrete (hereinafter PHC pile). For this reason, before applying it to actual construction sites, an analysis of constructability and economic feasibility is necessary. Therefore, this study aims to compare the welding method with the high-tension vertical bolt method. It is found that the use of the high-tension vertical bolt method can reduce expenses by 25 percent on average compared with the welding method.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 681)

Pages:

183-186

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.681.183

Citation:

Cite this paper

Online since:

October 2014

Authors:

Yoon Seok Shin, Gwang Hee Kim*

Keywords:

High-Tensile Vertical Bolt Method, PHC Pile, Welding Method

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Choi WY, Kim DK, Shim NH, Song BE, Kim HD and Park HD. An Analytical Study on Bolted Joints of PHC Piles. Journal of Korean Society of Civil Engineers. pp.618-621 (2010).

Google Scholar

[2] Korean Industrial Standard KS F 4306 Pretensioned Spun High Strength Concrete Piles (2003).

Google Scholar

[3] Kim DH, Shim NJ and Ryu SH. An Application of A Study on Permanent Basement Wall Method Using PHC Pile. Vol. 20. No. 1. p.56~59. (2013).

Google Scholar

[4] Yoo HG. Development & Performance Evaluation of Ground Heat Exchanger Utilizing PHC Pile Foundation of Building. Journal of The Korea Solar Energy Society. Vol. 28. No. 5. pp.56-64 (2008).

Google Scholar

[5] Joeng GS. (A)study on performance evaluation and design guidelines of large diameter cast-in-place energy pile [dissertation]. Iansan-Si; Hanyang University (2013).

Google Scholar

[6] Ryu SH, Won YS and Kim DH. A Study on Permanent Basement Wall Method Using PHC Pile. Proceeding of annual conference of the architectural institute of Korea. Vol. 31. No. 2. pp.369-370 (2011).

Google Scholar

[7] Lee JH, Kim YS, Kim JR and Cho MY. Development and Field Test of PHC Pile Head Cutting and Crushing Machine. Journal of the architectural institute of Korea. Vol. 22. No. 8. pp.171-180 (2006).

Google Scholar