Journal of the Korean Society of Industry Convergence (한국산업융합학회 논문집)

The Korean Society of Industry Convergence (한국산업융합학회)
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Behavior of PHC Pile Connected by Bolted Rectangular Steel Tubular

볼트식 각관형식으로 이음된 PHC 말뚝의 거동

  • Yoon, Won-Sub (Dept. of Civil Engineering, Chang-Shin University)
  • 윤원섭 (창신대학교 토목공학과)
  • Received : 2019.09.26
  • Accepted : 2019.11.22
  • Published : 2019.12.31
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Abstract

In this study, the applicability of PHC pile jointing method using rectangular steel tubular was studied. PHC pile joints are welded and bolt assembly. The bolt assembly method is a method that improves the various problems of welded joints. Numerical analysis and tests were conducted to analyze the applicability of the PHC pile jointing method using a rectangular steel tubular. The tests were carried out to test the material properties of the rectangular steel tubular material and the bending test of the pile joints. The numerical analysis was interpreted in the same conditons as the tests conditions. As a result, the material strength of each rectangular steel tubular could be used as a joint material. In the bending test, it was evaluated as a sTable material above the allowable stress of piles. In the numerical analysis results under the same conditions as the tests, it was possible to apply the pile joint material without exceeding the allowable stress of the material.

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References

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