• 제목/요약/키워드: Fire Resistance Test

검색결과 391건 처리시간 0.029초

일정 축력을 받는 Double CFT기둥의 내화성능 평가 (Fire Resistance of Concrete Filled Double Skin Tubular Columns under Axial Load)

  • 정상근;김선희;이성희;최성모
    • 한국강구조학회 논문집
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    • 제23권1호
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    • pp.51-59
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    • 2011
  • 높은 축력비가 적용된 무피복 CFT기둥은 보통 중저층 건물에서 2시간 이하의 내화성능을 확보하는데 적용 가능하나, 고층건물에서 요구되는 3시간의 내화성능을 만족시키지는 못한다. 따라서 고층건물에 무피복 CFT기둥을 적용하기 위해서는 추가적인 내화성능 향상방안이 제시되어야 한다. 이에 본 연구에서는 무피복 CFT기둥의 내화성능 향상방안으로써 Double CFT기둥을 설정하였다. 본 연구에서는 실대크기의 무피복 CFT기둥과 Double CFT기둥에 대한 재하가열실험을 수행하였다. 이를 통해, Double CFT기둥의 적용에 따른 내화성능 향상 효과 및 강관의 단면형상 변화에 따른 영향을 비교 평가해 보고자 한다.

실험적 방법에 의한 ICT 파이어 댐퍼의 내화성능연구 (Fireproof Performance Study of ICT Fire Damper by Using Experimentalmethode)

  • 허남수;김인환;장성철;김재웅
    • 한국기계가공학회지
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    • 제13권5호
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    • pp.82-89
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    • 2014
  • In this paper, fire resistance test was carried out to obtain class H-120 thermal insulation of fire dampers according to a hydrocarbon fire conditions. Specimens were fabricated three different types according to the change of the insulation system applied to damper blade and coaming which were measured surface temperature by performing the fire resistance test. As a test result, specimen-1, 2 of an uninsulated damper blade were exceeded thermal insulation acceptance criteria at 21 minutes, 46 minutes respectively, but specimen-3 of an insulated damper blade was satisfied thermal insulation acceptance criteria during 120 minutes. The test results showed that the insulation of the damper blade was an important factor in the fireproof performance of fire dampers concerning the coaming length minimum 500 mm on the unexposed side as specified test standard.

와이어로프를 적용한 고강도 철근콘크리트 기둥의 내화공법 및 하중비에 따른 내화성능에 관한 연구 (A Study on the Fire Resistance Performance Concerning Types of Fire Protection Method and Load Ratio of High Strength Concrete Column Using The Wire Rope)

  • 조범연;여인환;김흥열;김형준;권인규
    • 한국화재소방학회논문지
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    • 제26권6호
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    • pp.64-71
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    • 2012
  • 60 MPa급, 100 MPa급 고강도 철근콘크리트 기둥에 대하여 횡구속력 보강공법(와이어로프)과 내화보강공법(Fiber-Cocktail) 적용 유무 및 하중비에 따른 내화성능을 평가하기 위하여 표준화재 재하조건에 내화실험을 실시하였다. 실험결과 60 MPa급 고강도 콘크리트 기둥의 경우 와이어로프를 적용함으로써 화재시 축방향의 연성이 향상되며, 내화성능은 23 % 이상 향상되는 것으로 나타났다. 또한 와이어로프를 적용할 경우 하중은 설계하중의 70 % 수준이 적정하다고 판단된다. 100MPa급 고강도 콘크리트 기둥에 와이어로프와 Fiber-Cocktail을 적용할 경우 띠철근만을 적용한 경우보다 내화성능이 4배 이상 향상되는 것으로 나타났으며, 100MPa급 고강도 콘크리트 기둥에 내화성능을 확보하기 위해서는 하중은 설계하중의 70 % 미만으로 설정하는 것이 적정하다고 판단된다.

국내 섬유질 단열재의 내화성능에 관한 연구 (A Study on the Fire Resistance of Korean Cellulose Insulation)

  • 권영철;황정하;유형규
    • 한국태양에너지학회 논문집
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    • 제28권4호
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    • pp.10-16
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    • 2008
  • The fire resistance of thermal insulation and interior finishing materials is recently much emphasized after the fire accident at the Icheon Cold Store in January 2008. Three kinds of thermal insulation are used in buildings. They are Organic, Non-organic and cellulosic insulation. Organic insulation such as polystyrene foam board and urethane foam has high thermal resistance but it has no fire resistance. While non-organic insulation such as rockwool and glassfiber has high fire resistance, it has lower thermal resistance than organic insulation. Cellulose insulation is primarily manufactured from recycled newsprint or cardboard using shredders and fiberizers. Despite of its environmental friendliness and high thermal resistivity, its domestic use has not much increased because of the prejudice that paper can easily burn. However, the cellulose insulation as a product is about 80 wt.% cellulosic fiber and 20 wt.% chemicals, most of which are fire retardants such as boric acid and ammonium sulfate. It is required to secure its fire safety for more consumption as a building insulation in Korea. Therefore, this study investigates the fire resistance of Korean cellulose insulation according to the rate of fire retardant and finally presents the optimum rate of fire retardant in cellulose as building insulation. The fire safety test was conducted according to the ASTM C 1485-00. The test results indicate that above 18 wt% of fire retardant is necessary to secure the fire safety of cellulose insulation.

터널 내화용 시멘트계 재료의 개발 및 성능 평가 (Development and Performance of Cementitious Materials for Fire Resistance of Tunnel)

  • 원종필;최석원;박찬기;박해균
    • 대한토목학회논문집
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    • 제26권4C호
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    • pp.265-273
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    • 2006
  • 본 연구의 터널 내화용 시멘트계 재료의 역학적 특성 및 내화성능을 평가하는 것이다. 이와 같은 목적을 달성하기 위하여 본 연구의 과정은 세단계로 나눌 수 있다. 첫 번째 과정은 서로 다른 종류의 재료를 이용하여 내화시험을 실시한 후 기본 배합비를 결정하는 것이다. 두 번째 과정으로 기본 배합비의 성능을 평가하기 위하여 내화특성 시험을 실시하였다. 세 번째 과정으로 내화용 시멘트계 재료의 성능을 목표성능 및 기존 상용제품과 비교하였다. 개발된 내화용 시멘트계 재료가 목표값을 만족하면 연구를 멈추었고, 만족하지 못한다면 첫 번째 과정으로 돌아가 반복 시험을 실시하였다. 연구결과 개발된 제품 및 상용제품 모두 화재에 의한 폭렬이 발생하지 않았다. 또한 개발된 내화용 시멘트계 재료는 밀도가 큰 골재를 사용하여 우수한 압축강도, 휨강도 및 부착강도를 보여주었으며, 충분한 화재에 대한 저항성을 확보할 수 있었다.

비금속관 설비관통부의 슬리브 종류에 따른 내화성능 비교 (Comparison of the Fire Resistance Performance of Firestop Systems on Non-Metallic Pipes, Based on the Type of Through-Penetration Sleeve Used)

  • 정아영;최홍범;박진오;이형도
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.301-302
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    • 2023
  • In this study, we aimed to identify changes in fire resistance according to the type of sleeves used for pipe penetrations and to examine their accreditation of fire resistance performance and use them as basic data. The test results of fire resistance according to the type of sleeve used in non-metallic pipe facilities showed that the temperature on the support side was higher for sleeves with higher thermal conductivity. For the temperature on the surface of the pipes, in the case of galvanized steel plates, steel pipes, and structures without sleeves, the highest temperature was observed after the expansion of the firestop material for 46 to 53 minutes and then decreased. PVC sleeves showed a steady increase in temperature until 53 minutes, after which the temperature did not increase further. In addition, for non-metallic pipes, the effect of the type of sleeve on fire resistance is considered to be insignificant because the lower part (heating direction of the furnace) under the support structure is cut off to block the heat during the two-hour fire resistance test.

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폴리올레핀계 구조용 합성섬유보강 콘크리트의 휨성능 및 화재 저항성 (Flexural Performance and Fire Resistance of Polyolefin Based Structural Synthetic Fiber Reinforced Concrete)

  • 박찬기;원종필
    • 한국농공학회논문집
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    • 제50권1호
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    • pp.49-57
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    • 2008
  • This study evaluated the flexural properties and fire resistance of polyolefm based structural synthetic fiber reinforced concrete. The effects of differing fiber length, dimension and fiber volume fraction were studied. Flexural and fire resistance test were conducted in accordance with the JCI SF-4 and RABT time heating temperature curve, respectively. The Flexural test results indicated that the polyolefln based structural fiber reinforcement showed an ability to increase the flexural toughness and good fire resistance significantly(as compared to steel fiber reinforcement).

재하하중에 따른 고강도 CFT의 내화성능 평가 (Evaluation for fire resistance performance of high strength CFT with loading)

  • 홍석범;유조형;김우재;이지환
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 추계 학술논문 발표대회
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    • pp.184-185
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    • 2013
  • Concrete filled steel Tube(CFT) columns have great strength but also fire resistance performance due to the heat storage effect of concrete. In this research, we focus on the fire performance of CFT using 100 MPa concrete without fire protection. We use steel fiber and nylon fiber for fire resistance. We perform the fire test of CFT specimen with loading 200, 300 and 400 ton. To investigate the effect of loading to fire resistance, we compare the fire resistance time according to the loading.

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Evaluation on Sensitivity and Approximate Modeling of Fire-Resistance Performance for A60 Class Deck Penetration Piece Using Heat-Transfer Analysis and Fire Test

  • Park, Woo Chang;Song, Chang Yong
    • 한국해양공학회지
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    • 제35권2호
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    • pp.141-149
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    • 2021
  • The A60 class deck penetration piece is a fire-resistance apparatus installed on the deck compartment to protect lives and to prevent flame diffusion in the case of a fire accident in a ship or offshore plant. In this study, the sensitivity of the fire-resistance performance and approximation characteristics for the A60 class penetration piece was evaluated by conducting a transient heat-transfer analysis and fire test. The transient heat-transfer analysis was conducted to evaluate the fire-resistance design of the A60 class deck penetration piece, and the analysis results were verified via the fire test. The penetration-piece length, diameter, material type, and insulation density were used as the design factors (DFs), and the output responses were the weight, temperature, cost, and productivity. The quantitative effects of each DF on the output responses were evaluated using the design-of-experiments method. Additionally, an optimum design case was identified to minimize the weight of the A60 class deck penetration piece while satisfying the allowable limits of the output responses. According to the design-of-experiments results, various approximate models, e.g., a Kriging model, the response surface method, and a radial basis function-based neural network (RBFN), were generated. The design-of-experiments results were verified by the approximation results. It was concluded that among the approximate models, the RBFN was able to explore the design space of the A60 class deck penetration piece with the highest accuracy.

구조용 집성재의 접착제 종류 및 접착면 방향성에 따른 내화성능 비교 분석 (Comparative Analysis of Fire Resistance in Glued Laminated Timber: The Impact of Adhesives and Surface Direction)

  • 최윤정;안재홍;백권혁
    • 한국건축시공학회지
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    • 제23권6호
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    • pp.761-772
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    • 2023
  • 목구조 내화설계는 탄화두께를 이용하여 설계에 반영할 잔존단면을 산정하여 구조설계에 반영한다. 유럽이나 미국에서는 목재의 특성에 따라 탄화두께를 제시하여 적용하고 있으며, 국내에서는 내화시험을 통해 탄화두께를 산출하고 있다. 본 연구에서는 국내 구조용 집성재에 사용되고 있는 접착제별로 구조용 집성재를 제작하여 접착제 종류에 따른 탄화특성과 접착면의 방향성에 따라 내화성능에 미치는 영향을 비교하였다. 집성재 집성 시 사용되는 접착제중 멜라민이 내화성능에 가장 유리한 것으로 나타났으며, 다음으로 레소시놀, 폴리우레탄 순이었다. 또한 적층면보다는 적층단면이 접착제의 영향으로 인해 탄화속도가 커서 내화성능에 더 많은 영향을 주는 것으로 확인되었다.