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In this study, the effect of shearing capacity of RC beams with haunch by PCM shotcrete method with CFRP grid was examined. It was carried out 3 standards as a parameter with the reinforced quantity o...f CFRP grid. There were 5 type specimens: Unreinforced RC Beam (P-1), Reinforced RC Beam which was reinforced by PCM only (P-2), Reinforced RC Beams which was reinforced by PCM and CFRP grid (CFRP grid type: CR-4, 6 and 8) (P-3, 4, 5). The reinforced range of beams was web and haunch. Also, in order to clarify the adhesive properties of the reinforced interface between PCM and existing concrete, it was investigated by FEM analysis.続きを見る
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paper1(74-2)