• 한국화재소방학회논문지
• /
• 제1권1호
• /
• pp.19-26
• /
• 1987

In this study, fire resistance of steel fiber reinforced concrete was investigated Cylindrical and prismatic specimens made of Ordinary Portland Cement plain concrete and steel fiber reinforced concrete were exposed to heating in accordance with a standard time-temperature curve as specified in KS·F22 57, method of fire resistance test for structural parts of buildings, the period of heating was 1 hour and 2 hours. After the fire resistance test, mechanical properties of specimens such as compressive and bending strength, stress-strain curve, static and dynamic modulus of elasticity and bending toughness were investigated. Also the cracks and spallings of the specimens were observed. From the test results, it was confirmed that steel fiber reinforced concrete has a excellent fire resistance than plain concrete in the view of higher residual strength of concrete and smaller crackings because of steel fibers in concrete.

• 대한안전경영과학회지
• /
• 제12권1호
• /
• pp.1-9
• /
• 2010

Recently, in circumstantial situation it is recommended positively to utilize of EIFS(Exterior Insulating and Finishing System) as energy policy for economizing energy. But internal EPS insulators of EIFS are exterior panel of high fire risk, because of constituting of flammable materials to be fragile in fire. In this study, fire risk is assessed by experiment Con Calorimeter test and SBI(Single Burning Item) test. As the result of experiment, Con Calorimeter tests do not reach to capability standard of internal incombustible grade, and are assessed as low grade in SBI incombustible grade. Because EIPS is exterior material in buildings with high fire risk in spite of good efficiency, it is required rapidly to take measures to meet situation through various studies(for instance, adjusting law regulation, etc.) in the future.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2009년도 춘계학술대회 논문집
• /
• pp.206-212
• /
• 2009

Chemical behaviors of each surface material for interior facilities affect to fire initiation and growth in general fire situation. These chemical behaviors were characterized by thermal properties (Heat release rate, Pyrolysis rate, specific heat, etc) which could be derived from experimental test. Especially, Heat release rate which indicates aspect of fire size is one of the most important property to asses fire hazard and protection needs. The cone calorimeter test (ISO 5660) has recently assumed to a dominant role in bench scale fire testing to obtain the Heat release rate of materials. This value could be calculated by the 'Oxygen Consumption Method' under various producing irradiances to each surface of materials. In this study, Process of the cone calorimeter test was simulated by Pyrolysis model of FDS (Fire Dynamics Simulator by NIST) base on the ISO 5660 international standard. Then, we could estimate the simulation method of FDS in case of single materials through the comparative study with test results.

• 한국화재소방학회논문지
• /
• 제25권6호
• /
• pp.64-72
• /
• 2011

기존의 무량판 구조와 동일한 콘크리트 중공슬래브구조는 구조적 하중지지 성능이 불필요한 슬래브 단면상의 중앙부 콘크리트를 제거하여 슬래브의 자중을 줄이고 무량판 구조의 단점을 보완하여 장점을 극대화시킨 구조형식이다. 본 연구에서는 콘크리트 중공슬래브 공법의 실제 스팬길이인 7.5 m에서 슬래브 피복두께에 따른 화재거동 영향성 분석을 위하여 화재실험을 수행하였다. 하중조건은 고정하중과 적재하중을 고려하여 실험체에 등분포 조건으로 사전 재하하였으며, 표준화재조건으로 재하가열 실험을 수행하였다. 슬래브의 화재가열 노출면으로부터의 깊이별 온도변화와 처짐변형 특성을 측정하였으며, KS F 2257-1 평가기준에 의거하여 슬래브의 내화성능을 평가하였다. 실험결과 피복두께 50 mm를 확보할 경우, EPS 중공체로 제작한 실험체의 경우 약 2시간 정도의 내화성능을 확보할 수 있는 것으로 나타났다.

• 한국화재소방학회:학술대회논문집
• /
• 한국화재소방학회 2008년도 춘계학술논문발표회 논문집
• /
• pp.180-184
• /
• 2008

Fire prevention strategies should be aimed at the prevention of structured fire since average annual rates of structured fire have been increased due to economic growth resulted in increasing high rise buildings and multipurpose occupancies over the past ten years. Hence, this study mainly focused on the improve method and problems in the field test of fire detector in compliances with experimental consideration. And it leads us to the flowing conclusions : Firstly, it is necessary to formulate a safety standards on field test. Nowadays, the test enforced in many ways without formulated standard. Therefore it is necessary to be complete the arrangements standardized and how to do the test with formulated safety standards. Second, it is necessary to establish the regal guidance with regard to inspection equipment, ie density, component and temperature of test equipment should be considered. Also the equipment is need to be standardized and improved. Third, fire inspector's competency in their practice should be enhanced. The problems arising from the lack of knowledge and competence regarding inspection could be settled by providing professional education to ensure proficiency in their practice. Specialized training, as has been noted, should be offered in accordance with occupancy type, scale and fire protection system in the fire facilities.

• 한국화재소방학회논문지
• /
• 제33권3호
• /
• pp.1-8
• /
• 2019

ISO TC 92에서는 콘칼로리미터의 연소가스를 FT-IR 방식의 가스분석기로 분석하기 위한 표준을 개발하고 있다. 2018년에는 표준 초안(WD 21397)의 절차에 따라 6개 기관이 참여하여 표준 초안의 반복성 및 재현성을 평가하였다. 시험대상 시료는 polymethyl methacrylate (PMMA), 경질 폴리우레탄 보드 및 PVC 장판이었고 콘칼로리미터 시험결과 중 착화시간(s), 최대 열방출률(kW·m^-2), 총 방출열량(MJ·m^-2) 및 유효연소열(MJ·m^-2·kg^-1)을, 그리고 FT-IR 가스분석결과 중 독성가스의 최대 농도(µL·L^-1), 가스 발생량(g) 및 가스 수율(g·g^-1)을 ISO 5725-2에 따라 통계 분석하여 정밀도를 평가하였다. 이상치(outlier)는 발견되지 않았으며 콘칼로리미터 시험의 반복성(sr/m)은 1.5%, 재현성(sR/m)은 9.8%로 나타났고 FT-IR 가스분석의 반복성은 12.9%, 재현성은 27.9%로 나타났다.

• 한국공간구조학회논문집
• /
• 제17권1호
• /
• pp.41-47
• /
• 2017

Structures of steel frame buildings getting vary depending on the development of construction technology. Fire-resistant steel beams and Columns accredited by accreditation bodies from the performance of various fire-resistant coating is applied to the current pillar method is most H-beams. H-beam has been proposed a non-load test specifications in the relevant regulations, its scope of accreditation to be granted without limitation of size H-beams from the performance of the test specification. However, in the case of the rectangular steel structure is to check its performance and to a separate one of the receive acknowledge and so take advantage of the cross-sectional shape factor in this study to test the performance of the fire-resistant structure proposed for standard test specimen.

• 한국화재소방학회논문지
• /
• 제29권4호
• /
• pp.26-32
• /
• 2015

이산화탄소 소화설비는 질식소화가 주된 소화작용이므로 제한된 시간 내에 소화약제를 방출하여 방호구역의 산소농도를 기준치 이하로 유지시키는 능력이 확보되어야 한다. 국내에서 이산화탄소 소화설비는 국민안전처 고시에 따라 인증된 설계프로그램을 사용하여 소화설비를 설계하고 있다. 그러나 소화설비가 설치된 방호구역의 기하학적 구조는 성능인증 단계의 모의실험장치와 차이가 있기 때문에 설계프로그램 적용 범위를 벗어난 소화설비 설계가 이루어질 수 있다. 특히, 저압식 이산화탄소 소화설비는 배관 내 유동현상에 따라 소화약제 방출량이 변하므로 소화설비 설치 후에 현장 방출시험을 통하여 성능을 확인할 필요가 있다. 현재까지 국내 외 기술기준에는 방출시험에 대한 방법론이 구체적으로 명시되어 있지 않다. 본 논문에서는 국내외 기술기준을 비교 분석하고, 방출시험 사례분석을 통하여 현장 방출시험 방법론을 제시하였다.

• 한국화재소방학회논문지
• /
• 제23권6호
• /
• pp.39-45
• /
• 2009

본 연구에서는 샌드위치패널의 종합적인 화재특성을 파악하기 위하여 스티로폼, 난연 스티로폼, 우레탄폼, 난연 우레탄폼, 그라스울 샌드위치패널에 대해 국제 화재 시험 규격인 ISO 9705 시험(Full-scale room test)을 실시하였다. 이를 바탕으로 EN 13501-1 및 Eurefic Research Program에서 제시하고 있는 분류기준에 적용하여 샌드위치패널의 종합적인 화재특성을 분석하였다. 그 결과 그라스울 샌드위치 패널은 A class, 난연 우레탄폼과 난연 스티로폼 샌드위치 패널은 B class로 나타났다. 플래시오버가 발생한 스티로폼, 우레탄폼 샌드위치 패널은 E class 로 나타났다.

• 한국안전학회지
• /
• 제25권4호
• /
• pp.48-60
• /
• 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.