• 한국기계가공학회지
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• 제13권2호
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• pp.131-136
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• 2014

In this paper, a fire resistance test was carried out in accordance with the change of the insulation conditions on the exposed side and unexposed side of a coaming to obtain the optimal insulation conditions for class H-120 insulation in connection with specimen1 of the preceding paper for an evaluation of the fireproof performance of fire dampers according to hydrocarbon fire conditions. In the test results, specimen2(88 mm, $171^{\circ}C$) met the class H-120 insulation conditions, but specimen3(76mm, $181^{\circ}C$) exceeded the thermal insulation acceptance criteria at 110 minutes. Therefore, specimen2(88 mm) represents the optimal insulation conditions as a possible lightweight materialas compared to specimen1. From a comparison of the test results, we concluded that the temperature increase of the coaming insulation surface was influenced by conductive heat from the bulkhead and that the coaming surface was influenced by radiant heat from the blade and coaming.

• Computers and Concrete
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• 제25권6호
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• pp.497-507
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• 2020

This paper presents a numerical method for evaluating fire performance of prestressed concrete (PC) T shaped bridge girders under combined effect of structural loading and hydrocarbon fire exposure conditions. A numerical model, developed using the computer program ANSYS, is employed to investigate fire response of PC T shaped bridge girders by taking into consideration structural inherent parameters, namely; arrangement of prestressing strands with in the girder section, thickness of concrete cover over prestressing strands, effective degree of prestress and content of prestressing strands. Then, a sequential thermo-mechanical analysis is performed to predict cross sectional temperature followed by mechanical response of T shaped bridge girders. The validity of the numerical model is established by comparing temperatures, deflections and failure time generated from fire tests. Through numerical studies, it is shown that thickness of concrete cover and arrangement of prestressing strands in girder section have significant influence on the fire resistance of PC T shaped bridge girders. Increase in effective degree of prestress in strands with triangular shaped layout and content in prestressing strands can slow down the progression of deflections in PC T shaped bridge girder towards the final stages of fire exposure, to thereby preventing sudden collapse of the girder. Rate of deflection based failure criterion governs failure in PC T shaped bridge girders under most hydrocarbon fire exposure conditions. Structural inherent parameters incorporated into sectional configuration can significantly enhance fire resistance of PC bridge girders; thus mitigating fire induced collapse of these bridge girders.

• 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.

• Journal of Advanced Marine Engineering and Technology
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• 제37권4호
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• pp.431-437
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• 2013

본 논문에서는 방화 댐퍼의 H-120 등급 방열성능 확보를 위하여 탄화수소화재 조건에 따른 내화 실험을 수행하였다. 실험체는 댐퍼 블레이드 방열 유무와 코밍 방열재 두께의 변화에 따라 3가지 타입으로 제작 하였으며, 내화실험을 통한 비 노출면 단열재와 코밍 표면 온도를 측정 하였다. 내화실험 결과 댐퍼 블레이드를 방열하지 않은 실험체-1, 2는 각각 21분, 46분경과 방열성능 허용 기준을 초과하였으며, 댐퍼 블레이드를 방열한 실험체-3은 120분 방열성능을 만족하는 것으로 나타났다. 방화 댐퍼 내화 시험 기준에 따른 비 노출면 최소 돌출길이(500 mm) 조건에서 댐퍼 블레이드 방열조건이 방화 댐퍼 내화성능에 큰 영향을 미치는 요인임을 확인할 수 있었다.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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• pp.484-489
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• 2008

We carried out a one-way heating experiment on the PC panel manufactured by changing the filling depths(20,30,40,50mm) of concrete regarding the fire strength in order to measure the inner concrete pressure which is a direct cause of concrete spalling. This fire experiment was conducted under the fire strength conditions of ISO 834 Standard, Modified Hydrocarbon and the maximum value of Pore Pressure was measured. As a result of analyzing the time it took to reach maximum pressure, it showed that the time rising to the maximum pressure of high strength concrete of 40MPa is slower than that of a 24MPa tunnel lining. In case of ISO fire conditions, spalling damage might take place in heating period of $20{\sim}40$ minutes in the range of $100{\sim}200^{\circ}C$ temperature. In case of MHC fire conditions, the area damaged by fire can appear after a lapse of $25{\sim}50$ minutes in the range of $150{\sim}250^{\circ}C$ temperature.

• 한국산업융합학회 논문집
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• 제20권5호
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• pp.425-430
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• 2017

This study propose CAE analysis of fire damper and design of the damper control system. Through the design of the damper system for ANSYS-CFX heat transfer. As a result of the analysis, continuance equation of the damper control. Climate system. Finaily, We have obtained a fire damper solution by using orthogonal array. The fire damper of the set of fixture and alveolus are made by using a CAE software. Also, the optimum design offshore structures. The new H-120 class fire damper was designed. In the near future, fire resistance test was carried out to obtain class H-120 thermal insulation of fire dampers according to a hydrocarbon fire conditions. 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 500mm on the unexposed side as specified test standard.

• Journal of Advanced Marine Engineering and Technology
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• 제38권1호
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• pp.99-104
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• 2014

본 논문에서는 탄화수소화재 조건에 따른 방화 댐퍼의 내화성능 평가에 대한 선행논문 실험체 -1(126 mm, $136^{\circ}C$)에 대하여 H-120 등급 방열성 확보가 가능한 최적의 코밍 방열 조건을 도출 하고자 노출면 코밍 방열 두께와 비 노출면 코밍 방열 길이 변화를 변수로 하여 내화실험을 수행 하였다. 내화실험 결과 실험체-2(88 mm, $171^{\circ}C$)는 H-120 방열성 허용기준을 만족하였으나, 실험체-3(50 mm, $185^{\circ}C$)은 110분에 방열성능 허용기준을 초과하는 것으로 나타나 실험체-2의 방열 조건이 실험체-1로부터 경량화가 가능한 최적의 방열 조건으로 확인 되었으며, 온도상승에 대한 비교결과 노출면 코밍 방열두께가 감소될 경우 방열재 표면온도는 격벽을 통한 전도열에 의한 영향 크며, 코밍 표면온도는 블레이드와 노출면 코밍으로부터 방사되는 복사열에 의한 영향이 큰 것으로 판단된다.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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• pp.479-483
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• 2008

There are no International Standards or Criteria pertaining to fires inside tunnels at the moment, but there are some fire-related regulations in some advanced countries such as Germany and the Netherlands where some fire-related studies have been expedited. Germany has established regulations related to the safety of structures by stipulating Fire Curves of RABT and EBA Tunnels. Also, the Netherlands has established the resistance capacity of structures by stipulating RWS curve so that they can prevent the adjacent area from being damaged due to a tunnel collapse. Hydrocarbon Fire Curve is the standard assessing the behaviour of a structure in a serious fire, by increasing the heating speed and the maximum temperature of ISO 834 Curve, while MHC Fire Curve, which was established in France, realizes more serious fire conditions. In this study, we aimed to develop the basis of full-sized experiments, with which you can assess the fire-resisting capacity against the fire strength of concrete PC panel lining, through the realization of various tunnel fire curves as mentioned above, by developing the heating furnace suitable for the requirements of Fire-Resisting Standards, with which you can assess the fire damage of tunnel concrete lining. We have developed various conditions of the heating furnace and the method to install a thermo couple within the furnace based on EFNARC and KS F2257-1. We have also conducted a calibrating experiment in order to secure its reliability.

• 한국화재소방학회논문지
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• 제24권5호
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• pp.128-135
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• 2010

본 연구에서는 구획화재로부터 발생되는 화학종의 특성을 파악하기 위해서 혼합분율분석을 수행하였다. 메탄, 헵탄 그리고 톨루엔과 같은 탄화수소 연료들을 사용한 화재 실험이 ISO 9705 표준 화재실에서 수행되었으며 상층부의 두 지점에서 가스종 농도와 그을음(soot) 분율 등을 측정하였다. 미연탄화수소(UHC), 일산화탄소(CO), 이산화탄소($CO_2$), 산소($O_2$) 그리고 그을음 등의 측정된 화학종에 대한 질량분율을 혼합분율의 함수로 나타내었고, 탄화수소 연료의 이상적인 반응식에 기초한 상태 관계식과 비교 분석하였다. 혼합분율 분석은 다양한 화재 조건 및 측정 위치에서 얻은 수많은 측정데이터를 하나의 일관된 파라미터, 즉 혼합분율의 항으로 분류할 수 있게 하였다. 해석 결과를 통해 혼합분율 계산에 그을음을 고려하는 것이, 특히 헵탄이나 톨루엔과 같이 그을음 발생이 큰 연료의 경우 분석의 정확성을 향상시킴을 확인하였다.

• 청정기술
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• 제26권4호
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• pp.279-285
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• 2020

Laboratories and industrial processes typically involve the use of flammable substances. An important property used to estimate fire and explosion risk for a flammable liquid is the flash point. In this study, flash point data at 101.3 kPa were determined using a SETA closed cup flash point tester on the following solvent mixtures: {2,2,4-trimethylpentane + methylcyclohexane}, {2,2,4-trimethylpentane + ethylbenzene}, and {2,2,4-trimethylpentane + p-xylene}. The purpose of this work is to obtain flash point data for binary mixtures of 2,2,4-trimethylpentane with three hydrocarbons (methylcyclohexane, ethylbenzene, and p-xylene), which are representative compounds of the main aromatic hydrocarbon fractions of petroleum. The measured flash points are compared with the predicted values calculated using the GE models' activity coefficient patterns: the Wilson, the Non-Random Two-Liquid (NRTL), and the UNIversal QUAsiChemical (UNIQUAC) models. The non-ideality of the mixture is also considered. The average absolute deviation between the predicted and measured lower flash point s is less than 1.99 K, except when Raoult's law is calculated. In addition, the minimum flash point behavior is not observed in any of the three binary systems. This work's predicted results can be applied to design safe petrochemical processes, such as identifying safe storage conditions for non-ideal solutions containing volatile components.