• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.50-51
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• 2013

In case of Korea, it goes frequently that underground parks has been burned. Based on standard temperature time curve(ISO-834), gerber, walls, slab of structures are constructed. However, Standard temperature time Curve is not considered that buildings are affected by vehicle fire. that is why it has the hazard that makes building reinforcement feeble. Based on the result that got from vehicle experiment before, we made four RC slab in this experiment and set the fire severity. according to the loading experiment after heating, we measured the effects that makes reinforcement and shape changes. Furthermore, we examined the safty of the structure by comparing before and after heating.

• 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.

• Steel and Composite Structures
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• 제17권6호
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• pp.835-850
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• 2014

The fire resistance of composite steel and concrete structures may be determined by using the simplified methods provided in EN 1994-1-2. For the particular situations not covered by the standard, an advanced calculation model might be applied, using special purpose programs for the analysis of structures in fire. The validation of these programs has always been an important issue for software developers, but also for designers and authorities. Clause 4.4.4 from EN 1994-1-2 refers to the validation of the advanced calculation models and states that these models must be validated through relevant test results. The paper presents the calculation of fire resistance of the composite columns in a high-rise building built in Romania, and focusses on the validation of the calculation model (computer program SAFIR), for this particular case. This validation, asked by the Romanian authorities, considers the available experimental results of a fire test, performed on a similar composite steel-concrete column.

• 대한금속재료학회지
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• 제49권9호
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• pp.671-677
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• 2011

Steel columns used in steel buildings are inclined to lose their strength when exposed to severe fire conditions, so fire resistance is required in most countries to protect against loss of life and building collapses. In Korea, the fire resistance of columns can be obtained by the fire test defined in KS F 2257-1, 7. The fire resistance of a steel column should be evaluated in terms of the column's conditions, such as various section types (H-section, hollow-section), the column's length and boundary conditions, and whether it is fixed or hinged. However, fire testing of steel columns is usually conducted on one standard-sized H-section over 3,000 mm, and the result is used as the column's fire resistance. This is not a reasonable way to ensure that a building can withstand fire conditions. In this study, to evaluate the possibility of calculating the fire resistance of steel columns with material properties of high tensile strength of SS 400, both load-bearing fire tests and calculation of steel temperatures were carried out. The results of temperature calculation were very similar to those obtained by fire test.

• 한국화재소방학회논문지
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• 제26권6호
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• pp.85-91
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• 2012

건축물에서 화재 시 인명과 재산의 피해를 줄이기 위해서는 초기의 화염의 확산을 억제하는 것이 우선되어야 한다. 화염의 확산을 방지하기 위한 화재확산방지 대책은 일반적으로 방화구획에서의 구조부재의 내화 성능 확보, 마감재료의 연소 성능에 따른 사용 제한 등이 있다. 마감재료의 연소 성능 판단은 화염의 확산을 판단하기 위해 가장 기초적인 화재 안전 설계이지만 국내의 연소 시험은 시편 크기의 화재 시험 방법으로 연소 성능을 판단하고 있어 샌드위치패널 등과 같은 복합재료의 연소 성능을 판단하기에는 많은 제약을 가지고 있다. 특히 외벽 마감재료의 경우 내부 마감재료에 비해 드라이비트, 알루미늄복합패널, 메탈패널 등과 같은 다양한 복합재료 등이 사용되고 있기 때문에 본 연구에서는 외벽 마감재료의 국제시험규격인 ISO 13785-2 시험방법을 통해 외벽 마감재료의 실물 화재 실험을 통해 외벽 마감재료의 수직화재 확산 특성을 판단하고자 하였다.

• 한국안전학회지
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• 제23권6호
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• pp.76-83
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• 2008

In the course of increasing in human and material damage caused by fire, it is an important research field to develop clean extinguishing agent which does no harm to global environment as well as has a good extinguishing efficiency. This research is a basic step to develop a new clean extinguishing agent. In order to get a satisfactory result, we tested fire extinguishing ability using nitrogen and Novec mixtures gas which are inert gas and new clean extinguishing agent. We used Cup Burner Test made by international standard ISO-14520 regulations of gaseous extinguishing agent ability test, and the fuels used in the test are n-heptane, methanol, ethanol, iso-propanol and 1-butanol. The experimental results of flame extinguishing concentration are n-heptane 6.54%, methanol 8.47%, ethanol 6.98%, isopropanol 6.10% and butanol 6.54% by pure Novec agent. So the finding is that a new clean agent, Novec has an efficient extinguishing ability in a state of gas. Also, in a test as to mixtures gas of nitrogen and Novec, it has a good result for minimum oxygen concentration is under 16%.

• Journal of Advanced Marine Engineering and Technology
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• 제38권9호
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• pp.1150-1155
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• 2014

강화플라스틱(FRP) 선박은 화재 시 화염확산을 막기 위하여 관련 구조 기준에 따라 기관실 주위 벽 내부를 난연성 수지로 3회 이상 적층하거나, 이와 동등한 방열재로 둘러싸야한다. 관련 난연성 적층용 수지 및 일부 난연재료(연질폴리우레탄복합체)의 경우 선박용 물건의 형식승인 시험기준에 따라 그 성능을 평가할 수 있으나, 방열재로 빈번하게 사용되고 있는 '겔코트'에 대한 성능기준은 명확하지 않은 실정으로 난연성 수지와 화재안전성능이 비교 평가된 바 없다. 본 연구에서는 FRP 선박을 건조하는 조선소를 대상으로 설문조사를 실시하여 사용 중인 난연성 수지 3종, 겔코트 4종, 방염도료 1종 및 폴리우레탄 복합재 1종에 대해 화염전파시험과 방염성능시험을 적용하여 그 성능을 비교하였다. 화염전파시험 결과 임계열유속(CFE) 기준으로 각 종별 평균값을 비교하면 폴리우레탄 복합재, 난연성 수지, 방염도료, 겔코트 순으로 양호한 것으로 나왔고, 겔코트는 3회 도포한 것이 6회 도포한 것보다 양호한 결과를 보였다. 방염성능시험 결과 탄화면적 기준으로 각 종별 평균값을 비교하면 방염도료가 가장 좋게 나왔고 난연성 수지와 겔코트는 유사한 수준으로 나타났다.

• Nuclear Engineering and Technology
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• 제54권5호
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• pp.1652-1656
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• 2022

Fire tests were conducted on cables using fire-retardant paint employed in nuclear power plants that transmit electrical power, control and instrument signals. The failure criteria of various power and control cables coated with fire retardant coating at three different coating thicknesses (~0.5 mm, 1.0 mm & 1.5 mm) were studied under direct flame test using Container Fire Test Facility (CFTF) based on standard tests for bare cables. A direct flame fire test was conducted for 10 min with an LPG ribbon burner rated at ten by fixing the cable samples in a vertical cable track. Inner sheath temperature was measured until ambient conditions were achieved by natural convection. The cables are visually evaluated for damage and the mass loss percentage. Cable functionality is ascertained by checking for electrical continuity for each sample. The thickness of cable coating on fire exposure is also studied by comparing the transient variation of inner sheath temperature along the Cable length. This study also evaluated the adequacy of fire-retardant coating on cables used for safety-critical equipment in nuclear power plants.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2011년도 추계학술논문발표회 논문집
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• pp.201-204
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• 2011

ISO 13784-1 sandwich panel tests were conducted by FILK, KICT in Korea, SP in Sweden and CSIRO in Australia. Sandwich panels composed of steel sheets, EPS and glass wool supplied by FILK were tested. Mainly heat release rate was compared and equality of distribution also analyzed on the point of statistical view based on ISO.

• Steel and Composite Structures
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• 제12권4호
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• pp.325-350
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• 2012

Concrete filled steel hollow structural sections (CFSs) are an efficient, sustainable, and attractive option for both ambient temperature and fire resistance design of columns in multi-storey buildings and are becoming increasingly common in modern construction practice around the world. Whilst the design of these sections at ambient temperatures is reasonably well understood, and models to predict the strength and failure modes of these elements at ambient temperatures correlate well with observations from tests, this appears not to be true in the case of fire resistant design. This paper reviews available data from furnace tests on CFS columns and assesses the statistical confidence in available fire resistance design models/approaches used in North America and Europe. This is done using a meta-analysis comparing the available experimental data from large-scale standard fire tests performed around the world against fire resistance predictions from design codes. It is shown that available design approaches carry a very large uncertainty of prediction, suggesting that they fail to properly account for fundamental aspects of the underlying thermal response and/or structural mechanics during fire. Current North American fire resistance design approaches for CFS columns are shown to be considerably less conservative, on average, than those used in Europe.