Earticle

초록

영어

To shorten the construction period and reduce the weight of building structure, the hollow half slabs are proposed. In case of using a hollow half slab as flooring system, it gives plenty of advantage, since it can decrease the carbon dioxide emission by reducing the supply of concrete and realize a long span. A hollow half slabs were produced by using a THP pipe that is obtainable with relative ease. And half PC panel was produced by inserting a hollow cylindrical body also. The reason for creating a slab using THP pipe is because the hollow shape is easily formed and a competitive slab production. Therefore, in this study, flexural capacity of hollow half slabs are evaluated and to assess the usability for each of the conditions of half PC panel.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
 2. 실험 계획
  2.1 실험 변수 및 실험체 계획
  2.2 재료실험 및 실험체 제원
  2.3 가력 및 계측 계획
 3. 실험체의 균열상황 및 거동
  3.1 하프 PC 패널의 실험체 거동
  3.2 중공슬래브 및 중공 하프슬래브의 실험체 거동
  3.3 하프 PC 패널의 하중-변위 곡선
  3.4 중공슬래브와 중공 하프슬래브의 하중-변위 곡선
  3.5 하프 PC 패널의 내력 평가
 4. 휨 강도 산정
  4.1 휨강도 산정방법
  4.2 휨 강도 산정
 5. 결론
 참고문헌

저자

• 박상욱 [ Park, Sang-Wook | 영남대 건축학과 석사과정 ]
• 예상민 [ Ye, Sang-Min | 영남대 건축학과 박사과정 ]
• 강주원 [ Kang, Joo-Won | 영남대 건축학부 교수 ] 교신저자

참고문헌