DOI QR코드

DOI QR Code

Study of the Standard Testing Specifications for a Non-loading Performance Evaluation of Coating Material-sprayed Circular Steel Structures

뿜칠 피복 원형 철골구조의 비재하 내화성능 평가용 시험체 제안을 위한 연구

  • Ok, Chi-Yeol (Dept. of Architectural Engineering, HanYang Univ.) ;
  • Kim, Jae-Jun (Dept. of Architectural Engineering, HanYang Univ.)
  • Received : 2016.03.22
  • Accepted : 2016.06.21
  • Published : 2016.06.30

Abstract

The cross-sectional shape factor is used worldwide to evaluate the scientific performance of fire-resistant structures. In South Korea, however, a system for applying a cross-sectional shape factor has not been arranged and circular or rectangular steel pipes are commonly used for large-scale steel frame buildings. On the other hand, coating material-spray steel beams and pillars that have received the certification of a fire-resistant structure from recognized organizations are mostly limited to a H-beam. A H-beam is granted a wide range of certifications without size limitations from a non-loading performance test with test standards based on the relevant provisions. Other types of steel pipe are to be certified for fireresistance according to shape. In this study, a cross-sectional shape factor was used to propose standard testing specifications for the application of coating material-sprayed circular and rectangular steel pipes, eventually to set the scope of certification for reasonable fire-resistant structures.

단면형상계수는 세계적으로 흔하게 활용되는 공학적 내화구조 성능평가 방법이지만 국내의 경우 단면형상계수의 적용을 위한 제도가 아직 마련되어 있지 못하다. 실제 우리나라의 대부분의 철골조 건축물에서 원형 강관의 사용을 흔히 볼 수 있으나, 인정기관으로부터 성능을 인정받은 뿜칠 피복 철골 보 및 기둥은 대부분이 H형강으로 한정되어 있다. 비재하 시험의 특성상 H형강은 관련규정에 따른 시험규격으로 부재에 대한 평가를 수행하여 크기의 제한 없이 인정범위가 부여되나, 이형 강관의 경우는 형상별로 별도의 내화성능에 대한 인정을 받아야 한다. 본 연구에서는 합리적인 내화구조의 인정범위를 설정할 수 있도록 단면형상계수를 활용하여 뿜칠 피복재의 원형 강관의 적용을 위한 표준 시험체 규격을 제시하고자 한다.

Keywords

References

  1. Ministry of Land, Infrastructure and Transport, "The Evacuative and Fireproof Construction of Buildings", Minister Decree No:149 (2014).
  2. Ministry of Land, Infrastructure and Transport, "Standards for Accreditation and Management of Fire Resistant Construction", Notification No:2018-843 (2015).
  3. Ministry of Land, Infrastructure and Transport, "Detail Instructions for Accreditation and Management of Fire Resistant Construction", Document No:7749 (2012).
  4. Korea Institute of Civil Engineering and Building Technology, Certificate List of Fire Resistant Construction, http://g4b.go.kr/ (2015).
  5. Korea Agency for Technology and Standards, "Method for Calculating Fire Protective Thickness of Structural Steel According to Section Factor", KS F 2848:2010 (2010).
  6. Underwriter's Laboratoties, Online Certification Direstory, "BXUV.X851 Fire Resistance Rating-ANSI/UL 263", http://database.ul.com/ (2015).
  7. S. H. Kim, C. Y. Ok and S. M. Choi, "Clarification of the Thermal Properties of Intumescent Paint and Suggestion of the Required Fire Protection Thickness for Steel and Composite columns", J. Korean Soc. Adv. Comp. Struc., Vol. 6, No. 1, pp. 21-29, 125-132 (2015). https://doi.org/10.11004/kosacs.2015.6.1.021
  8. S. M. Jeon and J. J. Kim, "Experimental Study on Separate Evaluations of Fire Resistance of SFRM for Steel Beams and Columns", Journal of the Architectural Institute of Korea, Vol. 18, No. 9, pp. 125-132 (2002).
  9. C. W. Jung, N. Y. Jee and I. K. Kwon, "Study on the Determination of Fire Protection Thickness Based on Section Factor", Proceedings of 2003 Spring Annual Conference, Korean Institute of Building Construction, pp. 139-142 (2003).
  10. Korea Agency for Technology and Standards, "Methods of fire Resistance Test for Elements of Building Construction-General Requirements", KS F 2257-1:2014 (2014).
  11. Korea Agency for Technology and Standards, "Methods of Fire Resistance Test for Elements of Building Construction-Specific Requirements for Beams", KS F 2257-6:2014 (2014).
  12. Korea Agency for Technology and Standards, "Methods of Fire Resistance Test for Elements of Building Construction-Specific Requirements for Columns", KS F2257-7:2014 (2014).
  13. I. K. Kwon, N. Y. Jee and H. Y. Kim, "Experimental Study on the Determination of Fire Protection Thickness through Section Factors of Structural Steels", Journal of the Architectural Institute of Korea, Vol. 18, No. 9, pp. 125-132 (2002).
  14. C. W. Jung, N. Y. Jee and I. K. Kwon, "Study on the Determination of Fire Protection Thickness Based on Section Factor", Proceedings of 2003 Spring Annual Conference, Korean Institute of Building Construction, pp. 139-142 (2003).
  15. J. S. Lee, S. C. Yang, S. M. Son, I. H. Yeo and H. J. Kim, "A Theoretical Analysis on Performance-Based Design of New Zealand and EURO Code", Korean Societ.
  16. Association for Specialist Fire Protection, YELLOW BOOK, "Fire Protection for Structural Steel in Building, 4 th Edition", (Volumn 1 of 2) http://www.asfp.org.uk/ (2010).
  17. I. K. Kwon, "Experimental Study on the Determination of Fire Resistant Performance of Structural Steels", Hanyang University (2002).
  18. S. H. Park and S. M. Choi, "A Study on the Fire Resistance of Concrete-Filled Steel Square Tubular Columns", University of Seoul (2009).