• Title/Summary/Keyword: Fire Expansion

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A Study on the Use of Balcony Areas to Improve Fire Escape for Residents in Apartments (화재피난 방안 수립을 위한 공동주택 거주자의 발코니 사용실태 조사)

  • Lee, So-Young;Lee, Myung-Sik
    • Korean Journal of Human Ecology
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    • v.17 no.3
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    • pp.541-552
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    • 2008
  • With the increase of apartments and expansion of balcony areas, fire safety issues are becoming more important. Many researchers have conducted a lot of researches to reduce vertical flame spread in the balcony when an apartment unit is in fire. However, there have rarely been studies to use balcony area as a space for fire escape and evacuation. The study aims to examine the conditions of balcony use in apartments in order to find out prevention elements from fire escape and evacuation, and to investigate residents' satisfaction with balcony. For this study, questionnaires were collected from apartment residents and workers of architectural planning and construction companies. The findings show as follows: first, the balcony is generally used as a storage in each apartment unit nowadays. Second, when fire breaks out, many storage items could disturb residents' safe escape by blocking escape route, and easily promote to spread flame vertically in the balcony.

A Study for the Fire Retardant-Characteristics of Expandable Graphite Composite Materials (팽창흑연을 사용한 복합재료의 난연 특성에 관한 연구)

  • Chun, Kwan-Ok;Rie, Dong-Ho
    • Journal of the Korean Society of Safety
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    • v.32 no.3
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    • pp.28-33
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    • 2017
  • In this study, the composite material of expandable graphite was made to the material development for improving such as a composite material of the sandwich panels or material properties of a fire door and was tested by the ISO 1182, ISO 5660-1(Cone calorimeter Method). For the test, the composite material of expandable graphite, what the expandable graphite ratio was increased by respectively 0g~30g, was classified A1,A2, A3, A4, and made to the test specimens. Through cone calorimeter test, peak heat release rate(HRR) and total heat release(THR), expanded thickness and expansion rate of each composite material of expandable graphite, and fire prone crack and mass loss rate after burning was measured. Thus, the effect of the addition of the expandable graphite and whether is suitable for reference as a fire retardant, was analyzed. Consequently the correlation of THR and fire retardant performance rate was confirmed.

Properties of Fire Endurance of High Performance RC Column with Laterral Confinement Method (횡구속 방법에 따른 고성능 RC 기둥 콘크리트의 내화특성)

  • Hwang Yin Seong;Kim Ki-Hoon;Bae Yeoun Ki;Lee Bo Hyeong;Lee Jae Sam;Han Cheon Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.553-556
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    • 2004
  • This paper is to investigate the spalling and fire endurance of high performance RC column member with PP fiber and lateral confinement of metal lath and non fire resistance removal type form. According to test results, combination of PP fiber and metal lath as well as use fire resistance non removal type form had favorable fire resistance by discharging internal vapour pressure and lateral confining. After fire endurance test, compressive strength decreased markedly caused by internal expansion pressure and crack. Residual strength of plain concrete was decreased to $22\%$. The use of PP fiber and lateral confinement of metal lath and non removal type form enhanced the residual strength above $40\%$. Especially, the combination of $0.1\%$ of PP fiber and lateral confinement with the level of 2.3T exhibited more than $51\%$ of residual strength. Therefore, to improve fire endurance and spalling resistance, the combination of $0.1\%$ of PP fiber and metal lath with 2.3T can be the proper measure.

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THE DEVELOPMENT OF THE EM-$200^{TM}$ GAS-FILLED AFFF FIRE EXTINGUISHER FOR AUTOMATIC FIRE SUPPRESS10N SYSTEMS IN THE ENGINE COMPARTMENT OF AUTOMOBILES

  • Jung, Ki-Chang;Kim, Hong;Kang, Young-Goo
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 1997.11a
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    • pp.598-605
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    • 1997
  • In recent years, the number of vehicle fires, as well as the number of motor vehicles, has been increasing rapidly. Therefore, several types of automatic fire suppression systems for the engine compartment of automobiles have been developed to extinguish automobile fires, and most of these systems use halon 1301 as a fire extinguishing agent. Due to environmental concerns, the phase-out of halons has been announced, so now there is a need to replace halon 1301. For this, a 1,1,1,2,3,3,3-heptaflouropropane (HFC-227ea, FM-$200^{TM}$) gas-filled Aqueous Film- Forming foam (known as AFFF) extinguisher was devised even though air foam extinguishers could be used. This is because the air in the foam bubbles is a source of oxygen required for the combustion reaction. It can be surmised that it is possible to increase the fire extinguishing efficiency of AFFF by filling in foam bubbles with a gaseous extinguishing agent. The best choice is the FM-$200^{TM}$ gas-filled AFFF, Which has the maximum expansion ratio of 62:1. This makes it possible for the expanded foam to rapidly fill the engine compartment.

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An Study on Heat Transfer Analysis to Concrete PC Pannel Lining under Tunnel Fire Scenario (터널 화재시나리오에 따른 콘크리트 PC패널 라이닝의 전열특성에 관한 해석적 연구)

  • Kim, Hyung-Jun;Kim, Heung-Youl;Park, Kyung-Hoon;Shin, Hyun-Jun
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 2009.04a
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    • pp.487-492
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    • 2009
  • This study was performed FE numerical analysis under 120-minute fire conditions, using the ABAQUS, a wide use software, on the basis of the test results by concrete tunnel lining fire strengths (ISO, RWS, and MHC). The concrete material test was to secure the material properties of concrete linings, which were numerical analysis input conditions. And then built the material properties, such as specific heat, heat transfer rate, heat expansion rate, density, elasticity coefficient and compression strength under high temperature conditions, as database at 20 $^{\circ}C$ to 800 $^{\circ}C$, applying them to analysis as input values. As a result, the tunnel linings under RWS fire conditions saw fire temperature rose to maximum 1119 $^{\circ}C$at the location of 5 mm above a thermal surface, and saw surface temperature amount to 1214 $^{\circ}C$ in the middle part.

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A Study on the Survey of Each Country's Standards to Prevent Flashover of Housing Building (주거시설의 플래시오버 방지를 위한 각국의 내장재 기준 조사에 관한 연구)

  • Hun, Ye-Rim;Kim, Yoon-Seong;Lee, Byeong-Heun;Jin, Seung-Heun;Kwon, Young-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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    • pp.44-45
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    • 2021
  • In Korea, the risk of fire in buildings is increasing. Therefore, efforts are needed to reduce casualties and property damage. Accordingly, it is important to limit the flashover so that the fire inside the building does not expand to the outside. Flashover refers to the generation of upward airflow after the fire in the compartment, and when combustible gas accumulates in the upper part of the fire chamber and reaches about 500℃, explosive expansion combustion occurs inside the compartment. This can suppress flashover due to limitations on building interior materials. To this end, internal limitations are being implemented at home and abroad through standards related to internal materials. In this paper, we intend to secure basic data on domestic fire safety design by comparing domestic and foreign standards and reviewing the Japanese housing interior design manual.

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

  • Jeong, A-Yeong;Choi, Hong-Beom;Park, Jin-O;Lee, Hyung-Do
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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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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An Experimental Study on the Engineering Properties of Deteriorated Concrete by Fire Damage According to Curing Conditions (화재피해를 입은 콘크리트의 폭력에 대한 양생조건의 영향성 검토에 관한 연구)

  • Na, Chul-Sung;Kim, Young-Sun;Kim, Jae-Hwan;Kwon, Yung-Jin;Kim, Gyu-Yong;Kim, Moo-Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.557-560
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    • 2006
  • In the existed study, a fire outbreak in a reinforced concrete structure looses the organism by the different contraction and expansion of hardened cement pastes and aggregate, and causes cracks by thermal stress, leading to the deterioration of the durability. So accurate diagnosis of deterioration is needed based on mechanism of fire deterioration in general concrete structures. Fundamental information and data on the properties of concrete exposed to high temperature are necessary for accurate diagnosis of deterioration. Therefore, this study is willing to propose fundamental data for accurate diagnosis of deteriorated concrete structure by fire damage with experiment according to the curing conditions.

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An Experimental Study on the Engineering Properties of Deteriorated Concrete by Fire Damage According to Design Compressive Strength (화재피해를 입은 콘크리트의 폭렬에 대한 설계기준강도의 영향성 검토에 관한 연구)

  • Na, Chul-Sung;Cho, Bong-Suk;Kim, Jae-Hwan;Kwon, Yung-Jin;Kim, Gyu-Yong;Kim, Moo-Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.465-468
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    • 2006
  • In the existed study, a fire outbreak in a reinforced concrete structure looses the organism by the different contraction and expansion of hardened cement pastes and aggregate, and causes cracks by thermal stress, leading to the deterioration of the durability. So accurate diagnosis of deterioration is needed based on mechanism of fire deterioration in general concrete structures. Fundamental information and data on the properties of concrete exposed to high temperature are necessary for accurate diagnosis of deterioration. Therefore, this study is willing to propose fundamental data for quick and accurate diagnosis of deteriorated concrete structure by fire damage with experiment according to the design compressive strength.

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