スラリー充填繊維コンクリート薄肉パネルにより裏面接着補強した鉄筋コンクリート版の接触爆発に対する耐爆性能

抄録

To contribute to the development of a blast-resistant strengthening method of reinforced concrete (RC) slabs using slurry infiltrated fiber concrete (SIFCON), experimental investigations were conducted regarding blast resistance of RC slabs with backsides strengthened with SIFCON panels under contact detonation. The results showed that SIFCON panel on the backside of RC slab had a good detached spall-suppressing effect equivalent to that of normal concrete with a thickness of 10.8 times. However, it should be noted that even if detached spall is suppressed by this method, damage inside RC slab progresses in the same manner as in case of no reinforcement.