Posted in Data Archive, Press (논문, 학회지, 수상 소식 등), 논문 / Papers
원심력을 이용한 사각형 CRC 합성 기둥의 휨 및 압축성능 평가 / Experimental Study on the Compressive and Flexural Performance of High Strength Centrifugal Reinforced Concrete Column [대한건축학회 / Architectural Institute of Korea] (2013.10)
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– 저자 : 정재천, 이창남, 이승환, 김형섭
Centrifugal Reinforced Concrete(CRC) column developed by SEN Engineering is able to obtain the maximum capacity as for reinforced concrete because of its manufacturing method that utilizes centrifugal forces same for PHC and inserts a welded Pre-Fabricated Rebar instead of a pre-stressed wire, decreasing compressive strength, used for PHC. Therefore, CRC can be more economically and rapidly applied to the construction site than Precast Concrete. This research was conducted to verify structural performance of CRC column through compression and bending tests. As the result, CRC column was demonstrated its actual strength higher than compressive strength and bending strength in accordance with KBC 2013.
