In order to reduce self-weight of structural elements, the use of SCP(Steel Concrete Plate) is getting increased. Since SCP has complicated sectional shape and includes large amount of studs, the use of high-filling concrete is required. Therefore, in this study, It was evaluated the filling performance of filling concrete for SCP module according to our mix proportion. Resultingly, the concrete effectively filled the large-sized SCP module.

• 박정준(한국건설기술연구원, 구조융합연구소, 수석연구원, 공학박사) | Park, Jung-Jun
• 박기준(한국건설기술연구원, 구조융합연구소, 연구원, 공학석사) | Park, Gi-Joon
• 김성욱(한국건설기술연구원, 구조융합연구소, 선임연구위원, 공학박사) | Kim, Sung-Wook 교신저자
• 이장화(한국건설기술연구원, 구조융합연구소, 선임연구위원, 공학박사) | Lee, Jang-Hwa
• 신상범(현대중공업, 용접연구실, 수석연구원, 공학박사) | Shin, Sang-Beom