콘크리트학회논문집 (Journal of the Korea Concrete Institute)

  • 제26권2호
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  • Pages.125-133
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  • 2014
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  • 1229-5515(pISSN)
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  • 2234-2842(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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볼트 접합 및 프리스트레스를 적용한 프리캐스트 콘크리트 보-기둥 외부접합부의 내진실험

Seismic Experiment of Precast Concrete Exterior Beam-Column Joint Using Bolt Type Connection and Prestressing Method

  • Lee, Dong-Joo (Dept. of Architecture and Architectural Engineering, Seoul National University) ;
  • Lee, Ju-Dong (Dept. of Architecture and Architectural Engineering, Seoul National University) ;
  • Oh, Tae-Soo (Daewoo Institute of Construction Technology) ;
  • Kang, Thomas H.K. (Dept. of Architecture and Architectural Engineering, Seoul National University)
  • 투고 : 2013.09.06
  • 심사 : 2013.12.20
  • 발행 : 2014.04.30
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초록

이 연구에서는 볼트접합 및 프리스트레스를 적용한 프리캐스트 콘크리트 보-기둥 외부접합부의 내진 및 구조적 성능을 평가하였다. 총 5개의 보-기둥 외부접합부 실험체를 제작하고 보 단부에 변위제어 방식으로 반복하중을 가하며 실험을 수행하였다. 이 연구의 결과를 근거로 다음과 같은 결론을 얻을 수 있었다. 완전 건식공법이 적용된 PC 접합부는 완전 습식공법이 적용된 RC 접합부보다 에너지소산이나 핀칭현상에 있어서 불리한 거동을 보였지만 이는 설계과정에서 의도된 현상이며, 횡변형 능력에 있어서는 우수한 결과를 보였다. 또한 층간변위비 4%까지 횡하중 저항성능의 손실이 발생하지 않았고 매설용너트에 항복이 집중되는 메커니즘을 보이는 점으로 미루어 볼 때 개발된 접합부는 외부접합부 횡저항시스템으로서 적합한 것으로 사료된다. 추가적인 프리스트레스는 PC 접합부의 과도한 핀칭현상 방지 및 접합부 균열제어에 효과적이었으며 PC 접합부의 전체적인 내진성능을 향상시켰다.

In this study, experimental research was carried out to investigate the seismic and structural performance of precast concrete exterior beam-column joints using bolt type connection and prestressing method. A total of five full-scale exterior beam-column joints were constructed and tested under reversed cyclic loading, controlled by displacement. Results of the test are as follows: Energy dissipation capacity and pinching phenomenon of PC beam-column joints showed disadvantageous behavior compared to RC beam-column joints. However, drift capacity of the PC joint was excellent. Also, yield mechanism concentrated on embedded nuts was suitable as an exterior beam-column joint of lateral load resistance frame. Additional application of prestressing method was also very effective to control excessive pinching and cracking in the joint region, and thus improved an overall seismic performance of the PC joint.

키워드

참고문헌

  1. Park, H. G., Hong, S. G., Lee, B. H., and Yu, S. Y., "Precast Concrete Beam-Column Connection Subject to Seismic Load," KCI Concrete Magazine, Vol. 16, No. 5, 2004, pp. 10-15. https://doi.org/10.4334/JKCI.2004.16.1.010
  2. Kim, K. R. and Park, H. G., "Performance of Precast Concrete Beam-Column Connections Subjected to Cyclic Loading," Proceedings of the Korea Concrete Institute, Vol. 16 No. 2, 2004, pp. 619-622.
  3. Nakaki, S. D., Englekirk, R. E., and Plaehn, J. L., "Ductile Connectors for a Precast Concrete Frame," PCI Journal, Vol. 39, No. 5, 1994, pp. 46-59. https://doi.org/10.15554/pcij.09011994.46.59
  4. Englekirk, R. E., "Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns," PCI Journal, Vol. 40, No. 2, 1995. pp. 36-43. https://doi.org/10.15554/pcij.03011995.36.51
  5. Englekirk, R. E., "Concepts for the Development of Earthquake Resistant Ductile Frames of Precast Concrete," PCI Journal, Vol. 32, No. 1, 1987, pp. 30-48. https://doi.org/10.15554/pcij.01011987.30.48
  6. Cheok, G. S. and Lew, H. S., "Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading," PCI Journal, Vol. 38, No. 4, 1993, pp. 80-92. https://doi.org/10.15554/pcij.07011993.80.92
  7. Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Korea, 2012, 600 pp.
  8. Englekirk, R. E., Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley & Sons, Inc., 2003, pp. 218-245.

피인용 문헌

  1. Research on rotation capacity of the new precast concrete assemble beam-column joints vol.22, pp.3, 2016, https://doi.org/10.12989/scs.2016.22.3.613