• Journal of the Korean Recycled Construction Resources Institute
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• v.6 no.4
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• pp.95-102
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• 2012

The serious issue of tall building is to ensure the fire resistance of high strength concrete. Therefore, Solving methods are required to control the explosive spalling. The fire resistant finishing method is installed by applying a fire resistant material as a light-weight material to structural steel and concrete surface. This method can reduce the temperature increase of the reinforcement embedded in structural steel and concrete at high temperature due to the installation thickness control. This study is interested in identifying the effectiveness of light-weight fire protection material compounds including the inorganic admixture such as fly ash, meta-kaolin and light-weight aggregate as the fire resistant finishing materials through the analysis of fire resistance and components properties at high temperature. Also, this paper is concerned with change in microstructure and dehydration of the light-weight fire protection materials at high temperatures. The testing methods of fire protection materials in high temperature properties are make use of SEM and XRD. The study results show that the light-weight fire resistant finishing material composed of fly ash, meta-kaolin and light-weight aggregate has the thermal stability of the slight decrease of compressive strength at high temperature. These thermal stability is caused by the ceramic binding capacity induced by alkali activation reaction by the reason of the thermal analysis result not showing the decomposition of calcium hydrate. Developed light-weight fire protection materials showed good stability in high Temperatures. Thus, the results indicate that it is possible to fireproof panels, fire protection of materials.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2013.11a
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• pp.141-142
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• 2013

철골건축물은 화재에 취약한 구조로써 내화성능 확보를 위하여 내화피복이 필수적이다. 국내에서 가장 많이 사용되고 있는 철골내화피복재는 내화뿜칠재로 폭 넓게 사용되고 있으나, 기존 제도에서 인정 당시의 내화성능은 확인이 가능하나 시간경과에 따른 내구성저하와 이에 따른 내화성능 저하가 예상된다. 이에 본 연구에서는 실내조건에서 장시간 자연폭로실험을 실시함으로써 내화뿜칠피복재의 시간경과에 따른 내화성능 저하현상을 확인하였다.

• 방재와보험
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• s.108
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• pp.42-46
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• 2005

차염성과 전면 단열성을 제공하는 내화유리는 어떠한 환경 속에서도 사람과 재산에 대해 효과적인 보호수단이 될 수 있도록 개선, 발전될 가능성을 많이 가지고 있다. 부드럽거나 강한 충격 후에도 안전하게 남아있게 될 적충된 내화유리에서 방출되는 가스의 독성에 대한 고려가 선행된다면 실질적 안전성은 더욱 증대될 것이다. 또한 장래 내화유리 적용에 대한 일관성을 유지시키고 승인된 표준에 따라 통일된 규격과 CE-마킹 절차를 충족시킨다면 최종 소비자는 효과적인 보호를 보증받을 것이다.

• Fire Science and Engineering
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• v.3 no.2
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• pp.81-85
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• 1989

표준화재실험에서 구조물의 파괴되는 시각에 의한 정규화된 열하중의 개념을 이용한 화재시험과 실화재에서 건물부재의 성능을 상호 관련시키는 방법은 실화재의 파괴가능성을 결정짓는 6개의 입력변수와 관련시킬 수 있다. 이 기술은 어떤 규정된 수준의 파괴 확률을 성취하기 위하여 요구된 내화성에 관한 정보를 제공한다.

• Journal of the Korean Wood Science and Technology
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• v.18 no.1
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• pp.31-38
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• 1990

합판(合板)에 내화약제(耐火藥劑) 가압법(加壓法)에 의하여 약 1,588kg/$(30cm)^3$(3.5lbs/$ft^3$)을 주입시켜 내화합판(耐火合板)을 제조(製造)한 후(後), 이들 합판(合板)의 합수율(含水率)을 6%로 유지하면서, 기간은 0, 21, 60, 160 및 215일 동안 온도를 $26.6^{\circ}C(80^{\circ}F)$에 14 시간, $65^{\circ}C(150^{\circ}F)$에서 7시간, $26.6^{\circ}C$로 내리는데 1시간, $65^{\circ}C$로 올리는데 2시간씩으로 순환시켜, 내화처리합판(耐火處理合板)과 무처리합판(無處理合板)의 기계적 성질에 미치는 영향을 조사 비교 하였다. MOE는 내화처리합판(耐火處理合板)과 무처리합판(無處理合板) 사이에 유의성이 없었고, MOR에 있어서 내화처리합판(耐火處理合板)은 무처리합판(無處理合板)에 비하여 15~20% 감소하였고, WML에 있어서 내화처리합판(耐火處理合板)과 무처리합판(無處理合板)사이에 유의성이 있었으며, 두 내화처리합판(耐火處理合板) 사이에도 시간에 따라 유의성이 인정되었다. 따라서 WML은 내화처리합판(耐火處理合板)의 기계적 성질을 구명하는데 좋은 기준이 될 것으로 사료된다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.04a
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• pp.351-353
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• 2010

건축물에서 방화, 방음, 기밀, 단열 등의 용도로 사용되어지는 방화문은 외관의 단순함과 재질의 제한성 때문에 선택의 폭이 넓지 않았으나 최근에는 외관의 미려함을 고려하면서도 친환경성을 부여한 방화문들이 등장하고 있다. 하지만 방화문으로서 갖추고 있어야 하는 화재발생 시에 일정시간이내로 내화성을 부여해야 하는 측면에서는 어려움이 있다고 하겠는데 특히 목재방화문의 경우에는 경량화되면서도 내화성을 지닐 수 있는 방화문이 더더욱 요구되어지고 있기 때문에 목재방화문에 관한 내화특성을 실험을 통해 측정하였으며 화재안전성을 평가해 보았다.

• Journal of the Korean Society of Hazard Mitigation
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• v.6 no.1 s.20
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• pp.17-27
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• 2006

To estimate the retained strength of reinforced concrete structure after fire is very difficult because the complex behavior of structure is hard to understand during course of a fire. However, the damages which is caused by fire of the traffic facility infrastructure are enormous. Therefore the security against fire is important element that must not be overlooked. For this reason, an exact estimate method of the fire endurance is highly demanded. In this study, the validity of the nonlinear finite element method approach for the fire endurance of reinforced concrete structure is verified. The results of fire endurance estimate of underground road way by nonlinear finite element method approach are compared with those by ACI 216R-89.

• Journal of the Korea Institute of Building Construction
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• v.14 no.2
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• pp.127-134
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• 2014

This study had the goal of analyzing the economic feasibility and constructability of a fire resistant curtain wall system using Light-weight Inorganic Composite Foam Board(LI-CFB). LI-CFBs, new materials with excellent fire resistance are being developed for use as the back panel of curtain wall and their fire resistance has already been analyzed through actual tests in earlier studies. In this study, a mock-up test involving the installation of the fire resistant curtain wall system on an actual building was conducted, and the system was compared with a common curtain wall system. This system is applied in the same way as a common curtain wall system. But the cutting LI-CFBs, which are brought from a factory, are used in the system and attached on the frame (mullion and transom). Even though the system requires more working time than the existing system, the LI-CFBs back panels are easy to cut and do not produce dust. Also, the panels are able to be assured the quality by checking damaged parts easily. Besides having a high level of fire resistance, the system's economic feasibility and constructability meets or exceeds those of the existing system.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.689-692
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• 2008

HSC(High Strength Concrete) have superior properties well as improvement in durability compared with normal strength concrete. In spite of durability of HSC, explosive spalling of concrete is serious problem in structure safety. Therefore, Solving methods are required to control the explosive spalling. The properties of concrete are affected by changes of temperatures. Compressive strength and elasticity modulus were degraded depending on a rise of temperatures. Also, change in microstructure and dehydration of concrete subjected to high temperatures. This paper is concerned with change in microstructure and dehydration of the alumino silicate fire protection materials at high temperatures. The testing methods of fire protection materials in high temperature properties are make use of SEM, TG-DSC and XRD. From the experimental test results, influence of high temperatures on microstructure of alumino-silicate fire protection material was identified, including chemical dehydration of C-S-H and CH. The chemical dehydration of CH under various temperatures from to 450 to 600$^{\circ}$C has been measured using the TG-DSC. However, developed alumino silicate fire protection materials showed good stability in high Temperatures. Thus, the results indicate that it is possible to fireproof panels, fire protection of materials.

• Journal of the Korean Society for Marine Environment & Energy
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• v.3 no.2
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• pp.25-32
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• 2000

Fire-resistant boom is one of the most important facilities in in situ homing of spilled oil. Thermal response of a fire-resistant boom to turning is experimentally investigated in this paper by using an electric furnace and a burning test facility. This test facility is composed of a test tank, a fire boom, a hood for inhaling smoke, an incinerator for burning up gases and thermocouples, etc. Thereby a systematic method of approach in small laboratory scale is developed to study the performance of a fire-resistant boom. Burning test is carried out for the fire boom model which has been developed through the present study. It is shown that the present fire boom model has capability to withstand the high temperature around 800℃ and high rate of heat flux on it due to homing. For more realistic experimental environments, larger dimensions in devices and longer time in experiments are recommended in near future.