대형 콘크리트 양생용 조립식 프리캐스트 모듈의 구조설계와 CAE해석 Design and CAE Analysis of Prefabricated Modular Structure Used for Curing Large Concrete Blocks
pp.342-349
A bolt-fastening method was invented for connecting prefabricated modular structures with a purpose of reducing production cost and enhancing delivery efficiency of precast structures by eliminating welding parts. In order to remove welded connections, a drawing part and a bending part were designed and bolted together to easily generate a long support structure. The bolt-fastened structure had a plate deflection of similar magnitude to that of the welded structure, and weighed about 2.5% less. The heat supplied inside the structure for concrete curing had a negligible effect on the deflection of the structure. Since the unit module is only 640 mm long, and welding is eliminated from production to export local assembly, and the long structure is completed only by fastening, significant reductions in shipping cost and local labor cost are expected.
1. 서 론
2. 해석 방법
2.1 프리 캐스트 모 델
2.2 CAE 시뮬레이션 모 델
3. 결 과
3-1 용접식 강판과 볼트 체결식 강판의 처짐 비교
3.2 볼트 개수에 따른 강판의 처짐 변화
3.3 열 하중에 의한 강판의 추가 처짐
4. 토 의
5. 결 론
감사의 글
References