• Title/Summary/Keyword: 내화뿜칠재

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Development of Acceleration Duability test condition for Fireproof Spray-Application(II). (옥내용 뿜칠내화피복재의 촉진내구성 조건 설정 연구(II))

  • Kim, Dae-Hoi;Lee, Gun-Chol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.11a
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    • pp.109-110
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    • 2014
  • The buildings constructed with steel structure is coated with certified fire resistive material to resist from fire. Coating materials lose their initial performances as time passes, so they need some maintenance. This study is covers standardization of the methods for assessing the durability of SFRM. In Korea, more than 90 percent of SFRM are used indoors. So This study is to decide proper test method through investigation and examination of effect factor to performance of fire-resistant structure and applicable test method.

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Development of Acceleration Duability Test Method for Fireproof Spray-Applocation (옥내용 뿜칠내화피복재의 촉진내구성 시험방법 연구)

  • Kim, Dae-Hoi;Lee, Gun-Chol;Lee, Sea-Hyun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.104-105
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    • 2013
  • The buildings constructed with steel structure is coated with certified fire resistive material to resist from fire. Coating materials lose their initial performances as time passes, so they need some maintenance. Fireproof spray-application also loses its performance and this performance loss of thr fireproof spray-application is very important because fire resistance of buildings depends on fireproof spray-application. So this study is to develop Acceleration durability test method of Fireproof spray-application, and use the Certification of fire resistant coating system.

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A Study on Relations between Shape Factor and Temperature History of Steel of Composit Beam in Standard Fire under Same Thickness Condition of Spray-type Fire Resistant Materials (동일 내화뿜칠 피복조건에서 표준화재에 노출된 합성보의 강재 온도이력 및 단면형상계수와의 관계)

  • Yeo, In-Hwan;Cho, Kyung-Suk;Cho, Bum-Yean
    • Fire Science and Engineering
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    • v.26 no.6
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    • pp.72-77
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    • 2012
  • When the concrete and steel combined composite beam is exposed to high temperature, concrete could delay temperature rising of steel by covering or increase heat capacity of structural member. For becoming of structural reinforcing by unification between materials, fire resistance rate of composite beam would be higher than simple steel beam. The temperature rising of exposed steel of composite beam is directly related with section shape and exposure length of steel. In this study, fire resistant tests were carried out for composite beams and steel beam with same thickness of spray-type fire resistant materials in standard fire, and after that, temperature histories were analysed and compared with shape factor. The correlation between steel temperature and shape factor was showed very high. This result suggests that if it can be predict the comparative advantage of member by factor which cause the performance enhancement, it could be conclude that an Standard Accreditation method can be adjust to members without indivisual certifiicate of accreditation.