• 한국화재소방학회논문지
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• 제17권2호
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• pp.10-16
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• 2003

본 연구의 목적은 성능위주의 화재안전설계법에 따른 구획실 용도별 요구내화시간산정을 실시함으로써 현행 내화성능기준의 문제점도출 및 개선방향을 제시하는 것이다. 내화성능기준에 대한 검토를 위해 본 연구에서는 현재 국내의 시방규정에 의해 결정된 요구내화시간과 등가시간공식에 의해 산정된 화재노출상응시간과 비교하였고, 화재노출상응시간을 산정하기 위해 화재하중밀도, 환기계수, 구조재료의 열적특성 그리고 구획실 형상치수 등을 조사하였다.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2010년도 춘계학술논문발표회 논문집
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• pp.371-376
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• 2010

The strength of steel material in a concrete filled steel tube (CFT) is reduced in fire, but the filled interior concrete structurally ensures the fire resistance due to its high thermal capacity. More, the contractibility of CFT is excellent since it can be constructed without form work. This research analyzed the interior concrete strength and deformation characteristics, which are the influence factors of the fire resistance of CFT, in proportion to the axial load ratio. The fire resistance performance according to changes of the axial load ratio showed great fluctuation. As $280{\times}280{\times}6$ CFT columns with the concrete strengths of 24 MPa and 40 MPa and the axial load ratios of 0.9, 0.6, and 0.2 in accordance with KS F 2257-1 and 7 were heated with loading to examine the fire resistance performance, the 24 MPa concrete exhibited the fire resistance time as 27, 113, and 180 minutes for the axial load ratios, 0.9, 0.6, and 0.2 respectively. In case of 40 MPa concrete, the fire resistance time were turned out to be 19 and 28 minutes for the axial load ratios, 0.9 and 0.6 respectively. The results of 40 MPa concrete showed the much lower fire resistance performance when comparing with those of 24 MPa concrete. The fire resistance performance was not increased significantly when the axial load ratio was reduced. Therefore, the deceased fire resistance performance of high strength concrete is assumed to be caused by the internal pressure increase upon the heat application.

• 한국안전학회지
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• 제25권4호
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• pp.48-60
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• 2010

The fire resistance performance of 2 RC slabs after exposure to the ISO-834 fire standard without loading has been experimentally investigated. A Comparison is made of the fire resistance performance between RC slabs without PP(polypropylene) fibers and RC slabs with PP fibers. From the fire test results, the presence of PP fibers in RC slabs can reduce spalling and enhance their fire resistance. Until now, the determination of fire resistance of reinforced concrete(RC) slabs has essentially been based on tabulated data. According to ACI 216 code and EUROCODE 2, the design of concrete structures is essentially based on tabulated data for appropriate concrete cover and various fire durations. From the comparison between fire test results and codes, current fire design provisions of codes such as the ACI 216 and the EUROCODE 2 are unconservative for estimating mechanical properties of RC slabs at elevated temperatures.

• 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.

• 한국화재소방학회논문지
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• 제23권5호
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• pp.78-83
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• 2009

방염도료의 주성분 및 특성에 따른 방염성능과 발연특성에 대하여 알아보기 위하여 국내에 유통되어지는 17종의 방염도료를 MDF에 방염처리하여 45도 연소실험과 연기밀도실험을 실시하였다. 45도 연소실험 결과 주성분별로는 아크릴 수지를 주성분으로 한 방염도료의 방염성능이 가장 우수한 것으로 평가되어지며 유성방염도료 보다는 수성방염도료의 방염성능이 우수한 것으로 나타났고 또한 무광방염도료보다 유광방염도료의 방염성능이 더 우수한 것으로 평가되었다. 연기밀도실험을 통한 발연특성은 아크릴 수지를 주성분으로 한 시료에서 연기밀도가 상대적으로 낮게 측정되었으며 특성별로는 수성방염도료를 처리한 시료들에서 유성방염도료를 칠한 시료보다 연기밀도가 낮게 측정되었다.

• 국제초고층학회논문집
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• 제2권1호
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• pp.23-30
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• 2013

This paper explains the Japanese present situations relevant to the fire resistance performance. Performance-based fire provisions was introduced in 1998 for the first time when the Building Standard Law was amended. However, performance-based fire resistance design had been used since long before the official introduction of performance-based provisions. A Comprehensive Technology Development Project of Ministry of Construction from 1982 to 1986 established a technical basis for performance-based fire safety engineering in Japan. A system of calculation methods for fire resistance verification was prescribed in the Ministry Notification in 2000 utilizing the results of this project as a background. This method, referred to as the Fire Resistance Verification Method (FRVM), is the standard method to verify the fire resistance performance of principal building parts such as columns, beams, and walls of steel, concrete, or wood structured buildings. For tall buildings, however, more advanced method for performance verification is often necessary because new building materials or structural systems are often used for these buildings. An example project of tall building owned by a major newspaper company is presented in this paper. Advanced thermal deformation analysis is executed to secure the fire resistance of the building.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.49-52
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• 2008

The present study was to develop a dry PFB method similar to the existing gypsum board construction method in order to apply the existing wet PFB method that uses fire-resistant adhesive. It was found that the existing wet method can produce concrete compressive strength of 80MPa and fire resistance of 3 hours with 30mm PF boards. The goal of development in this study was fire resistance of 3 hours through dry construction of 15mm fire-resistant boards. 1. Improved PF board was prepared by adding inorganic fiber to existing board and using aggregate with grain size of 3mm or less. Molding was done at temperature higher than that for existing PF board molding. While wet curing is used for existing PF boards, this study used dry curing in order to enhance heat insulation performance. 2. According to the results of fire resistance test, when the dry PF method was applied, the temperature of the main reinforcing bar was 116℃ in 15mm, 103.8℃ in 20mm, and 94℃ in 25mm, and these results satisfied the current standards for fire resistance control presented by the Ministry of Land, Transport and Maritime Affairs. When a 3-hour fire resistance test was performed and the external properties of the specimen were examined, the outermost gypsum board hardly remained and internal PF board maintained its form without thermal strain.

• 한국화재소방학회논문지
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• 제25권2호
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• pp.80-87
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• 2011

합성보의 내화성능을 확인하기 위한 재하가열시험 결과, 내화성능이 부족한 경우 단면의 변경을 통하여 그 성능을 향상시킬 수 있다. 하지만 변경조건이 다양하다면 다수의 실험을 실시해야 하기 때문에 많은 시간 및 비용이 필요하다. 본 연구에서는 비대칭 H형강 합성보 단면에서 내화성능에 가장 큰 영향을 미치는 부분을 열전달해석을 수행하여 확인하고, 이후 단면변경을 통한 내화성능 향상 추세를 열전달해석 및 비선형구조해석으로 확인하여 1시간 내화성능을 가질 수 있는 변경된 단면을 제시하였다.

• 한국화재소방학회논문지
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• 제25권5호
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• pp.76-84
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• 2011

건축물 화재는 인명과 재산피해가 동시에 유발될 수 있는 인위 재해이며, 피해의 최소화하기 위해서는 건축물 설계단계부터 화재안전에 관한 요구사항 특히 내화성능을 충족해야만 한다. 강구조물에서의 보부재는 수평하중 전달과 바닥하중을 축부재로 전달하는 주요 구조부재이며, 주로 H형강으로 시공되고 있다. H형강의 내화성능은 내화피복 시공에 의해서 만족되고 있으나, 구조성능과 내화성능을 동시에 향상시킬 수 있는 콘크리트 충전 보부재의 내화성능에 관한 연구 그리고 작용 하중비에 따른 내화성능 연구는 미진한 실정이다. 따라서 본 논문에서는 H형강 보부재와 H형강 웨브에 보통강도 및 고강도 콘크리트가 충전된 H형강 보부재를 대상으로 내화성능과 하중비에 따른 한계온도 자료를 확보하여 향후 성능적 내화설계의 기초자료로 활용하고자 한다.

• Steel and Composite Structures
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• 제43권3호
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• pp.353-362
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• 2022

Bridge fire hazard has become a growing concern over the last decade due to the rapid increase of ground transportation of hazardous materials and resulting fire incidents. The lack of fire safety provisions in steel bridges can be a significant issue owing steel thermal properties that lead to fast degradation of steel properties at elevated temperatures. Alternatively, the development of composite action between steel girders and concrete decks can increase the fire resistance of steel bridges and meet fire safety requirements in some applications. This paper reviews the fire problem in steel bridges and the fire behavior of composite steel-concrete bridge girders. A numerical model is developed to trace the fire response of a typical bridge girder and is validated using measurements from fire tests. The selected bridge girder is composed by a hot rolled steel section strengthened with bearing stiffeners at midspan and supports. A concrete slab sitting on the top of the girder is connected to the slab through shear studs to provide full composite action. The validated numerical model was used to investigate the fire resistance of real scale bridge girders and the effect of the composite action under different scenarios (standard and hydrocarbon fires). Results showed that composite action can significantly increase the fire resistance of steel bridge girders. Besides, fire severity played an important role in the fire behavior of composite girders and both factors should be taken into consideration in the design of steel bridges for fire safety.