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송훈,문경주,이철웅,소양섭 대한건축학회 2004 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.24 No.1(구조계)
High strength concrete is mainly employed in high rise building as well as prestressed concrete. High strength concrete with design strength of 80MPa is applied to some building structure. High rise building using high strength concrete amounting to 100MPa is introduced. Recently, silica fume is positively employed as mineral admixture in manufacturing ultra high strength due to the formation of tight matrix inducing the advancement of physi-chemical properties such as the freeze-thaw resistance, corrosion resistance and chemical resistance etc. as well as improvement in strength and durability. In spite of the effectiveness of silica fume, the explosive spalling in concrete exposed surface near the source of fire incurs when exposed to high temperature in relative short tenn. Thus, this study is concerned with experimentally revealing fire resistance of high strength concrete adding silica fume. Explosive spalling happened when heat flux and furnace temperature amounted to 49-63.3KW/m² and 608-676℃, respectively, which are the almost same value with fire temperature in site.