• 한국화재소방학회논문지
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• 제30권2호
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• pp.49-55
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• 2016

강구조용 내화피복은 내화성능평가를 통하여 내화구조로 인정을 받아야 사용할 수 있는데 기둥용 내화피복은 4면, 보용 내화피복은 3면을 가열하여 내화성능을 평가한다. 4면이 균등하게 가열되는 기둥과 달리 3면이 가열되는 보의 경우 비가열면인 상부의 온도가 가열면의 온도와 차이가 있을 것이 예상된다. 보용 내화피복 내화성능 평가시 비가열면의 온도도 포함되는데 비가열면의 온도가 부재의 온도와 유의한 차이가 있다면 온도측정 부위에 대한 신중한 검토가 필요할 것이다. 이에 본 논문에서 내화구조로 인정된 보용 내화피복의 내화성능시험결과를 분석하여 보용 내화피복 내화성능 평가단면의 타당성을 살펴보고자 한다.

• 방재기술
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• 통권50호
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• pp.15-26
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• 2011

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.633-636
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• 2006

High-rise and large size buildings require high strength concrete and steel structure as a necessity. However, high strength concrete and steel structure are strong material but have a weakness to high temperature. Therefore, fire protection is a matter that must be considered very importantly in design for structure of high strength concrete and steel. Fire proof board that is existing method for fire proof has relatively low performance in fire protection emphasizes the need of new fire protection material due to the using of in numerable inflammables like plastics. The objective of this study is to understand the fire-resisting performance of newly developed fire protection material for building. This paper describes the results of fire tests using ISO curve that is fire protection regulation for buildings of the newly developed cementitious fire protection coating material applied concrete tunnel lining specimens.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.826-829
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• 2004

An increasing interest in fire safety engineering can currently be identified in Korea and overseas. The fire-resistant characteristics of spray coating material for fire protection with or without nano $Al(OH)_3$ colloid has been experimentally investigated and the results are presented in this paper. The fire-resistance characteristics of spray coating material with nano $Al(OH)_3$ were superior to those without $Al(OH)_3$. Especially, spray coating material with nano material showed that thermal characteristic in the early days was remarkably excellent.

• Earthquakes and Structures
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• 제22권2호
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• pp.137-145
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• 2022

As steel is highly sensitive to temperature variations, fire exposure is more destructive in the case of steel structures in comparison to the concrete ones. The performance of an intermediate three-story steel moment frame with 4 spans was studied under the service load, thermal load and post-earthquake fire in this paper. Also, the effects of passive fire-protection materials such as ordinary cement-based and fire-retardant coatings were investigated. To model and analyze the structure; Abaqus software is utilized. In order to apply the earthquake effect, the push-over analysis method is employed. Changes in the stories deflection, endurance time and growth of nonlinear regions due to losses in the steel stiffness and strength, are among the issues considered in this study. As an interesting finding, the beams protected by ordinary cement-based coating could sustain the fire exposure at least for 30 minutes in all cases. The mentioned time is increased by employing a new fire-retardant protection, which could prevent significant loss in the structure resistance against fire, even after 60 minutes of exposure to fire.

• 한국화재소방학회논문지
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• 제23권2호
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• pp.27-35
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• 2009

본 연구는 질석계 내화피복재를 뿜칠한 단순지지 TSC 합성보에 대해 하중 재하의 영향과 합성보의 형상, 웨브에 설치한 메탈라스의 영향 등을 변수로 내화성능 평가를 하였다. 내화피복재는 3시간 내화성능의 요구치가 40mm 이나 25mm만 뿜칠 후 내화실험을 실시하였다. 또한 강재 표면이 부착강도에 미치는 영향도 확인하였다. 실험결과 TSC 합성보에 25mm의 내화피복재를 뿜칠한 경우 재하와 비재하시험 모두 3시간의 내화성능을 확보하는 것으로 나타났다. 재하와 비재하에 대한 내화성능 기준으로 온도를 비교하면, 평균온도는 $250^{\circ}C$ 이하, 최고온도는 $310^{\circ}C$ 이하가 되었다. 또한 보의 형상 및 메탈라스의 부착 유소(昭)' 등에 의한 온도의 영향은 없었다.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 1997년도 International Symposium on Fire Science and Technology
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• pp.120-129
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• 1997

The fire protective coating can reduce certain damages in case of fire, also conserve energy by thermal insulation and prevent corrosion and errosion in normal daily life by means of blocking thermal transfer, that were generally made of organic, inorganic and metallic materials as adiabatic coating. In case of inorganic material such as soluble silicate, it produces less toxic substances which are exposed to Ore, and have a plenty of raw material. Also inorganic thermal insulator is good in heat resistance. To develope such a excellent inorganic thermal insulator, the study of fire protective coating using the alkali silicate is necessary The principle of intumescence for alkali silicate is from rapid evolution of water in the coating material, the quantity of water in it is of course influenced on the degree of intumescence. The phenomenon of intumescence in ternary silicate is increased as the radius of ion is bigger, and this is caused by evolution of so many kinds of water. The individual degree of intumescence is ordered like this ; $K^+$ > $Na^+$ > $Li^+$ . The best protection effect is similarity found to intumescence of ternary silicate. The result of X-ray diffraction analysis indicates that $KHSi_2O_5$ is an important ingredient in K-silicate.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2011년도 추계학술논문발표회 논문집
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• pp.413-416
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• 2011

대용량 기기의 효율적인 전력 공급을 위해 부스닥트의 수요가 급증하고 있으며, 특히 컴팩트형 부스닥트는 케이블에 비해 무게와 부피가 가볍고 전력 효율도 25% 이상 우수하며, 기술의 핵심은 에폭시분체도료의 절연 특성 향상과 제작공정의 최적화와 안정화이다. 따라서 본 연구에서는 유동침적방식(Fluidized Bed Process)에 대한 최적화와 에폭시 분체도료의 절연설계 및 열화특성에 대해 실험 검토 하였다. 또한 전기화재의 주된 원인인 아크방전특성과 절연파괴 특성에 대한 분석과 더불어 다양한 상용제품들의 특성을 비교하였다.

• Steel and Composite Structures
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• 제37권5호
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• pp.589-603
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• 2020

This paper presents an investigation of the thermal performance of composite floor slabs with profiled steel decking exposed to fire effects from floor. A detailed finite-element model has been developed by representing the concrete slab with steel decking under of it and steel beam both steel parts protected by intumescent coating. Although this type of floor systems offers a better fire resistance, passive fire protection materials should be applied when a higher fire resistance is desired. Moreover, fire exposed side is so crucial for composite slab systems as the total fire behaviour of the floor system changes dramatically. When the fire attack from steel parts, the temperature rises rapidly resulting in a sudden decrease on the strength of the beam and decking. Herein this paper, the fire attack side is assumed from the face of the concrete floor (top of the concrete assembly). Therefore, the heat is transferred through concrete to the steel decking and reaching finally to the steel beam both protected by intumescent coating. In this work, the numerical model has been established to predict the heat transfer performance including material properties such as thermal conductivity, specific heat and dry film thickness of intumescent coating. The developed numerical model has been divided into different layers to understand the sensitivity of steel temperature to the number of layers of intumescent coating. Results show that the protected composite floors offer a higher fire resistance as the temperature of the steel section remains below 60℃ even after 60-minute Standard (ISO) fire and Fast fire exposure. Obtaining lower temperatures in steel due to the great fire performance of the concrete itself results in lesser reductions of strength and stiffness hence, lesser deflections.

• 한국화재소방학회논문지
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• 제30권3호
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• pp.67-72
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• 2016

본 연구에서는 최근 사회적으로 이슈가 되고 있는 다중이용시설의 화재 시 건축자재로 사용되는 내장재의 가연성으로 인한 화재확산 및 연소 시 유독가스 발생으로 인한 인명피해를 사전 예방하기 위한 방염제를 개발하고자 한다. 유-무기 하이브리드 소재로 실리카 졸에 방염성을 부여할 수 있는 방염 소재를 적용하여 졸-겔법에 의한 방염 접착제 또는 코팅제를 제조하였다. 기존의 방염소재는 물론 비방염소재의 방염화를 비할로겐 방법으로 적용가능하며, 기존의 접착 코팅제의 기본 물성과 특히 내열성능을 높여 화재 시 내열성 및 내구성을 향상시킬 수 있기 때문에 건축자재의 비할로겐 방염화를 확대하고자 한다.