Earticle

초록

영어

This study describes the performance characteristics and boundary conditions of the foundation structure of the Single-span greenhouse as part of the development of the greenhouse structural analysis program. For this purpose, this study has carried out experiments on the uplift capacity and the lateral capacity of the foundation structure considering the field compaction in the Single-span greenhouse, which occupies the largest portion of the domestic greenhouse, and propose boundary conditions in the analysis. Experiments were carried out by using steel binders as a bonding material which was not performed in the previous study and steel pipes according to the horticultural facility notification. Experimental parameters are the compaction degree of the ground and four compaction ratio are created by different compaction method and layers. The experiment is repeated 3 times according to each variable to confirm the tendency. As a result of the experiment, it was confirmed that as the degree of compaction increases, the pullout resistance and horizontal resistance of the foundation increase, and the deviation occurs depending on the construction method. Since the performance of the foundation structure varies greatly depending on the construction method such as the compaction layer, it is necessary to establish the minimum requirements.

목차

Abstract
 1. 서론
 2. 기존 연구 분석
  2.1 온실의 파괴유형
  2.2 선행연구
 3. 온실의 구조적 특성
 4. 실험방법
  4.1 흙시료
  4.2 흙의 다짐도
  4.3 실험체 설치
  4.4 실험체
 5. 실험결과
  5.1 인발저항성능 실험
  5.2 수평저하성능 실험
 5. 결론
 REFERENCES

저자

• 김민선 [ Kim, Min-Sun | 한국건설기술연구원 건축도시연구소 신진연구원, 공학석사 ]
• 최기선 [ Choi, Ki-Sun | 한국건설기술연구원 건축도시연구소 연구위원, 공학석사 ] Corresponding author
• 이현지 [ Lee, Hyun-Jee | 한국건설기술연구원 건축도시연구소 신진연구원, 공학석사 ]

참고문헌