DOI QR코드

DOI QR Code

Durability Performance Evaluation of PolyUrea for Seismic Retrofitting of RC Structures

구조물 내진 보강용 폴리우레아의 내구 성능 평가

  • Received : 2016.11.24
  • Accepted : 2017.01.13
  • Published : 2017.05.01

Abstract

An experimental study is needed a reinforcing method for seismic load to apply for RC structures because a lot of earthquakes have frequently happened in the world and those also collapsed infrastructures or damaged human lives. The reinforcing effect of PolyUrea (PU) appeared to be excellent under blast and impact about RC structures. In this study, Stiff Type PolyUrea (STPU) had developed by manipulating the ratio of the components of prepolymer and hardener of PU. And the durability performance evaluation of STPU for deterioration and chemical resistance has been performed. Acid environmental exposure test and ultraviolet (UV) exposure test have been performed as the durability performance evaluation for STPU. Concrete carbonation exposure test and freezing and thawing test for concrete coated with STPU have been performed. The experimental result showed that STPU has high resisting capacity and durability in all tests. Therefore, STPU would be used as seismic reinforcement materials.

전 세계적으로 지진발생이 빈번하고 많은 인명피해와 사회기반시설물의 피해가 발생하고 있다. 지진에 대한 보수, 보강기법에 대한 연구가 많이 있었지만 대부분은 강성보강형태로 반복적인 하중이 구조물에 작용하면 2차적 피해가 발생할 수 있다. 따라서 강성보강이 아닌 연성보강형태의 보수, 보강기법이 필요하다. 본 연구에서는 철근 콘크리트 기둥 부재에 적용할 수 있는 보강 공법으로써 폴리머계의 고인성과 고연성 효과를 나타내는 경질형 폴리우레아를 내진보강용 재료로 선택하였고 재료의 열화 및 내화학적 특성에 대한 내구 성능을 평가하였다. 내구 성능 평가는 폴리우레아의 산 환경 및 자외선 노출 시험을 실시하였고, 폴리우레아를 도포한 콘크리트의 탄산화 노출 및 동결융해 시험을 실시하였다. 내진보강용 폴리우레아는 모든 시험을 통하여 내구성능과 저항능력이 우수한 것으로 판단되며 추후 내진 보강 재료로써 유용하게 사용될 것으로 사료된다.

Keywords

References

  1. Chen, Z. F., Wan, L. L., Lee, S., Ng, M., Tang, J. M., Liu, M. and Lee, L. (2008). Evaluation of CFRP, GFRP and BFRP material systems for the strengthening of RC slabs. Journal of reinforced plastics and composites, 27(12), 1233-1243. https://doi.org/10.1177/0731684407084122
  2. Hrynyk, T. D. and Myers, J. J. (2008). Out-of-plane behavior of URM arching walls with modern blast retrofits: Experimental results and analytical model. Journal of structural engineering, 134(10), 1589-1597. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:10(1589)
  3. Kim, C. H., Kim, S. D. and Kim, N. W. (2013). Improvement of Durability in Concrete Structures Using CRM. Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 17(6), 145-152. https://doi.org/10.11112/jksmi.2013.17.6.145
  4. Kim, J. S., Kwon, M. H., Seo, H. S., Lim J. H. and Kim, D. Y. (2013). An Experimental Study on Seismic Performance Evaluation of Retrofitted Column of FRP Seismic Reinforcement that can be Emergency Construction, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 17(6), 21-30. https://doi.org/10.11112/jksmi.2013.17.6.021
  5. Kim, S. B., Kim, J. H. J., Choi, H. S. and Heo, G. (2010). Development and Applicability Evaluation of High Performance Poly-urea for RC Construction Reinforcement, Journal of the Korean Society of Civil Engineers, KSCE, 30(2), 169-176.
  6. KS F 2274. (2002). Recommended Practice for Accelerated Artificial Exposure of Plastics Building Materials. Korea Standards Association.
  7. KS F 2456. (2010). Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing. Korea Standards Association.
  8. KS F 2584. (2010). Standard Test Method for Accelerated Carbonation of Concrete. Korea Standards Association.
  9. KS F 4922. (2007). Polyurea Resin Waterproofing Membrane Coating. Korea Standards Association.
  10. KS M 6518. (2006). Physical Test Methods for Vulcanized Rubber. Korea Standards Association.
  11. KS M ISO 6353-2 (R37). (2012). Reagents for chemical analysis - Part 2 : Specifications - First Series [Sulfuric acid]. Korea Standards Association.
  12. Lamba, N. M. K., Woodhouse K. A. and Cooper, S. L. (1998). Polyureathanes in Biomedical Applications, CRC PRESS, United States of America, 14-23.
  13. Lu, X. Z., Teng, J. G., Ye, L. P. and Jiang, J. J. (2005). Bond-slip models for FRP sheets/plates bonded to concrete. Engineering structures, 27(6), 920-937. https://doi.org/10.1016/j.engstruct.2005.01.014
  14. Nam, H. W. (2014).The status of Earthquake occurrence in Korea in 2013, Press Releas of Korea Meteorological Administration, KMA.
  15. Pack, J. C., Lee, S. W., Lim, S. B. and Kim, J. J. H. (2011). Performance Evaluation of RCSlab Strengthened by Stiff Type PolyUrea. Journal of the Korean Society of Civil Engineers, 31(6), 457-464.