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Field Application of 80MPa High Strength Fire Resistant Concrete using Ternary Blended Cement

설계강도 80MPa 3성분계 고강도내화콘크리트의 현장적용 및 성과분석

  • Kim, Seong-Deok (Construction Technology Reserch Dept., Land & Housing Institute, LH) ;
  • Kim, Sang-Yun (Construction Technology Reserch Dept., Land & Housing Institute, LH) ;
  • Bae, Ki-Sun (Construction Technology Reserch Dept., Land & Housing Institute, LH) ;
  • Park, Su-Hee (Construction Technology Reserch Dept., Land & Housing Institute, LH) ;
  • Lee, Bum-Sik (Construction Technology Reserch Dept., Land & Housing Institute, LH)
  • Received : 2010.08.31
  • Accepted : 2010.09.22
  • Published : 2010.10.20

Abstract

Fire resistance and field tests for high-strength concrete(HSC) of 80MPa were carried out to evaluate whether or not it shows the same material properties even in the field condition of being mass-produced and supplied. As a result, it was found that fire resistant HSCs containing composite fiber(NY, PP) of 0.075% have great resistance to fire and spalling. In the field test, before the pumping air contents, slump flow, U-box, L-flow, compressive strength, gap of hydration temperature of interior and exterior of specimen and placing ratio per hour satisfied the required properties of HSC. However, after the pumping of HSC, as slump flow and L-flow were slightly less than required criterion, they need to be improved. In terms of hydration temperature of HSC, it was found to satisfy the related criterion. Packing ability as well as placing ratio per hour of HSC, which was about $44m^3$, show outstanding results. If slump flow of developed ternary HSC is improved after the pumping it can be useful for the construction of high-rise buildings.

설계강도 80 MPa인 고강도 콘크리트가 B/P에서 대량 생산, 공급되는 현장조건하에서도 시험실 조건과 동일한 재료물성을 발휘하는지 여부를 평가하기 위하여 내화시험과 시험시공을 수행하고, 그 결과를 평가하였다. 내화성능평가 결과, 복합섬유(PP섬유, NY섬유)를 0.075 %혼입한 80 MPa의 고강도 콘크리트가 내화성능과 폭렬방지 성능이 우수한 것으로 나타났다. 고강도 콘크리트 시험시공 결과, 압송 전에는 공기량, 유동성, 압축강도 등을 모두 만족하였으나, 압송 후에는 슬럼프 플로가 목표물성보다 다소 작게 평가되어 개선이 필요한 것으로 판단되었다. 고강도 콘크리트의 수화온도 역시 관련 기준을 만족하였다. 고강도 콘크리트의 단위시간당 타설량은 약 $44m^3$로 우수한 것으로 나타났으며, 충전성 또한 매우 우수한 것으로 평가되었다. 개발된 3성분계 고강도 콘크리트는 실리카 흄이 사용된 기존 고강도콘크리트와 비교하여 경제적이며 경화 전 후의 재료물성과 시공성이 우수하여 초고층 구조물의 건립 시 유용하게 활용될 수 있을 것으로 판단된다.

Keywords

References

  1. Kim SH, Ji SW, Seo CH, An experimental study on thecharacteristics of internal pressure on pipeline in highpressure pumping for high-rise building, Journal of thearchitectural institute of korea Structure & Construction,2007;23(12):149-156
  2. Choi SM, Lee BS, Bae KS, Kim SY, Park SH,Rheological Characteristics of Fiber-ReinforcedHigh-Strength AFR Concrete, Proceedings of the KoreaConcrete Institute, 2009;21(1):543-544
  3. Ko JH, Moon HJ, Seok WK, Park SJ, Kim HJ, A studyon the 1:1 full scale core wall mock-up test of highstrength concrete performed by testing pumpability,Journal of the architectural institute of korea Structure& Construction, 2008;24(8):203-210
  4. Kim HY, Seo CH, An Experimental Study on thePhysical Properties by Compressive Strength Areas ofConcrete at High Temperature, Journal of thearchitectural institute of korea Structure & Construction,2004;20(11):75-82
  5. Kim WJ, Lee GC, Kim KK, Jung SJ, Lee JI, Kim HB,A study on 80MPa high strength concrete pumping forthe construction of high rise buildings, ProceedingAnnual Conference of the Architectural institute ofKorea Structure & Construction, 2007;27(1):491-494
  6. Song H, Chu YS, Lee JK, Strength and Deformation ofHigh Strength Concrete in High Temperatures,Proceeding Annual Conference of the Architecturalinstitute of Korea Structure & Construction,2006;26(1):505-508
  7. Sanjayan JG, Design against spalling of concrete in fire,Proceeding of the First Korea-Australia Workshop onRecent Advance in high Performance Concrete, 2005:.155-169
  8. Han CG, Yang SH, Han MC, Pei CC, The Influence ofPolymer Contents and Appearance on SpallingPrevention of High Strength Concrete, Journal of thearchitectural institute of korea Structure & Construction2008;24(5):93-100