• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.4
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• pp.78-85
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• 2010

When the fire occur, concrete filled steel tube(CFT) columns expected to form a much distinction in a fire resistance performance according to a kind of fire protection because the steel surface is directly exposed to high temperature. In this study, an experiment by three factors which were kind of fire protection, thickness of protection and time was performed to get the characteristics of temperature distribution types of CFT column with fire protection. As the result of this study, on a basis of heating temperature, spray protection was the most superior in a fire resistance performance, fireproof paint was next, and without fire protection was most inferior. In a heating time-location relationship, the temperature increased slowly on the surface of the concrete, but the temperature increased sharply on the surface of the steel.

• Journal of the Korea Institute of Building Construction
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• v.10 no.2
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• pp.89-96
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• 2010

This study was based on an experiment that examines the manufacture and performance of fiber-reinforced cement composite panels. The conclusions were drawn after testing the mechanical properties and durability characteristics of fiber-reinforced mortar, and the mechanical properties and fire resistance of ECC fire resistant column panels. It was found that the fluidity of CEL fiber was lower than that of PVA and NY fiber. The amount of air increased slightly as the combination of fibers caused the number of fine pores to increase. It was found that the mechanical performance and deformability of high strength concrete could be improved through the confinement effect of ECC fire resistant column panels. Through continuous studies on the manufacturing and field construction methods of fire resistant column panels, a new PC method that eliminates weakness in the existing processes may be developed for skyscrapers.

• Journal of the Korean Recycled Construction Resources Institute
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• v.3 no.4
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• pp.374-381
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• 2015

This study is investigating the fire resistant finishing materials composed of fly ash and glass forming light weight aggregate has the high temperature thermal stability. High temperatures such as a fire, cementitious materials beget dehydration and micro crack of cement matrix. From the test result, developed fire resistant finishing materials showed good stability in high temperatures. These high temperature stability is caused by the ceramic binding and low thermal conductivity of glass forming light weight aggregate. Also, alkali activation reaction of fly ash and meta kaolin not showing the decomposition of calcium hydrates. Thus, this result indicates that it is possible to fire resistant finishing light weight mortars.

• Journal of Korean Society of Steel Construction
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• v.19 no.2
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• pp.181-190
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• 2007

A fire-resistant steel with enhanced load-bearing capacity has been developed to enable structural elements such as columns and beams withstand exposure to severe fire conditions. To precisely evaluate the fire-resistant performance of structural elements that compose fire-resistant steels, mechanical properties such as yield strength and elastic modulus are essential. To obtain the mechanical database of fire-resistant steels at high temperatures, tensile tests at high temperatures were conducted on steels of two kinds of thicknesses. The results showed that the thickness difference could not affect the mechanical properties at a high temperature.

• 한국신재생에너지학회:학술대회논문집
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• 2009.06a
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• pp.867-870
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• 2009

일반적으로 내화재의 내침식성은 크롬 함량이 증가함에 따라 향상되는 특성을 가지는데, 본 연구에서는 이러한 크롬 내화재의 물성을 보다 향상시키기 위하여 인산염 화합물인 $AlPO_4$를 첨가하는 실험을 진행하였으며, 이러한 실험 결과 선정된 $AlPO_4$ 1% 첨가 크롬 내화재를 대상으로 캐스타블 및 브릭 형태로 각각 제작하였을 때 내침식 특성에 대해 회전 침식 시험장치를 이용한 실험을 실시하였는데, 실험 결과 캐스타블에 비해 브릭 내화재가 내침식성이 우수하지만 일부 spalling이 발생하는 것으로 파악되었다. 그리고, 가스화기로의 석탄 공급 방식에 따라 내화재 벽면에서 발생하는 석탄입자에 의한 내화재 침식 정도에 대한 전산해석을 수행한 결과 top feeding에 비해 side feeding 방식이 내화재 전면에 걸쳐 침식 현상이 크게 발생할 것으로 예측되어 보다 크롬 함량이 많은 내화재를 선정해야 할 것으로 평가되었다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.949-952
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• 2008

화재안전 신뢰성이 확보된 고강도 콘크리트 구조물의 시장 공급을 위하여 GS건설에서는 2005년 부터 고강도 콘크리트 구조물의 강도 영역별 폭렬 저감 및 거동 안전성 평가와 수치해석 방법을 통한 경제적인 설계방법를 최종 연구목표로 하여 현재까지 콘크리트 재료의 열적 특성 확보와 구조부재 화재 특성 연구를 수행해 왔다. 강도발현, 시공성, 내화성능과 경제성에 대한 분석을 해외연구 기관에 의뢰하여 섬유혼입공법을 선정한 후 이에 대한 재료의 물리적 특성과 역학적 특성 실험결과를 바탕으로 고강도 콘크리트 구조부재의 내화성능을 예측 분석할 수 있도록 비열 모델, 열전도율모델, 압축강도 모델, 탄성계수 모델을 구축하였다. 또한 기둥과 보에 대한 내화실험을 실시하여 내화성능을 평가하였으며, 이에 대한 열적 해석을 병행하여 진행하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.3
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• pp.28-39
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• 2014

This paper reviews past literatures relevant to fire-resistance properties of high strength concrete and investigates spalling mechanism of high strength concrete in fire. First, literatures were reviewed on spalling occurrence and fire-resistance methods. Second, a chemical change of concrete components in an elevated temperature was presented. Finally, the mechanism of the spalling occurrence and spalling resistance were examined in terms of hybrid fiber content. The focus of the experimental study as part of this research is to investigate the effects of fire on the variation of thermal properties of high strength concrete, which tends to be used in super tall buildings. This experimental study was devised to investigate the fire-resistance performance of high strength concrete containing hybrid fibers. A total of 48 test specimens were exposed to high temperature ranging from $100^{\circ}C$ to $700^{\circ}C$, including room temperature (${\sim}20^{\circ}C$). Test results provide valuable information regarding fire-resistance properties of strength concrete with 100 MPa or greater.

• Fire Science and Engineering
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• v.27 no.6
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• pp.21-25
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• 2013

Fire resistance steel, grading 490 MPa, had developed by using Thermo-mechanical control process (TMCP) and it has better performance at welding, seismic resistance than those of the ordinary structural steel, But the fire resistance performance is required to verify against the ordinary fire resistance, FR 490. Therefore this study was done to make database of mechanical properties at high temperature and to evaluate the structural stability at high temperature in terms of materials and structural member such as H-section from that of FR 490. The result of this study was that the structural stability of TMCP was lower than that of ordinary FR 490 at the range up about $700^{\circ}C$.

• Journal of the Korean Ceramic Society
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• v.38 no.2
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• pp.128-136
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• 2001

본 연구에서는 kaolin을 이용하여 반기상법, gel coating법, seed 첨가법으로 mullite를 합성하였으며 mullite 15 wt%를 고 알루미나질 내화물 원료에 첨가하여 내화물 시편을 제조하였다. 제조된 시편의 물성을 분석한 결과 seed 첨가법으로 제조된 mullite를 첨가한 시편의 물성이 338.60 MPa의 꺾임강도와 9,427 kgf/$\textrm{cm}^2$의 압축강도값을 나타내었다. 제조된 시편의 내화도 및 잔존선팽창수축률을 측정한 결과 나머지 두가지 방법으로 합성한 mullite나 일반적인 고 알루미나질 내화물에 비하여 좋은 특성을 나타내었다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.04a
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• pp.360-365
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• 2010

현장에서 내화피복재(내화뿜칠재)의 품질을 확인할 수 있는 간편한 품질방법이 부재하여 열 중량-적외선 분석 장치를 이용하여 내화피복재의 일치성 분석을 시도하였다. 국내의 9종 인정 내화뿜칠재에 대한 열 분해 곡선을 확인 하고, 이때 특정 성분을 측정하였다. 국내 시판 9종의 내화뿜칠재는 $400^{\circ}C$이내에서 무게변화가 15% 정도 감소하다가 $400^{\circ}C$부터 $1200^{\circ}C$까지 무게 변화가 거의 없이 유지되는 특성을 보였다. 이때 초기 열분석으로부터 발생되는 가스에 대한 적외선 스펙트럼의 분석결과로 O-H band 및 $CO_2$가 확인되었다. 하지만 내화성능이 없는 흡음뿜칠재의 경우에는 $400^{\circ}C$부터 $1200^{\circ}C$사이에 무게 중량이 급격하게 변화되는 것을 확인 할 수 있었다. 열중량-적외선 분석 장치를 이용하여 두 재료의 열분해곡선 및 적외선스펙트럼 변화를 측정하였으며, 이 분해 곡선을 통계처리 방식인 PCA (Principal components analysis)통계처리를 통해서 내화뿜칠재의 진위 구분이 가능함을 확인하였다.