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Effect of the Pipe Joint on Structural Performance of a Single-span Greenhouse: A Full-scale Experimental and Numerical Study

파이프 이음부가 단동온실 구조성능에 미치는 영향: 실대형 실험적 및 해석적 연구

  • Shin, Hyun Ho (Protected Horticulture Research Institute, NIHHS, RDA) ;
  • Ryu, Hee Ryong (R&D Performance Evaluation &Management Division, Research Policy Bureau, RDA) ;
  • Yu, In Ho (Vegetable Research Division, NIHHS, RDA) ;
  • Cho, Myeong Whan (Protected Horticulture Research Institute, NIHHS, RDA) ;
  • Seo, Tae Cheol (Protected Horticulture Research Institute, NIHHS, RDA) ;
  • Kim, Seung Yu (Protected Horticulture Research Institute, NIHHS, RDA) ;
  • Choi, Man Kwon (Protected Horticulture Research Institute, NIHHS, RDA)
  • 신현호 (농촌진흥청 국립원예특작과학원 시설원예연구소) ;
  • 류희룡 (농촌진흥청 연구정책국 연구성과관리과) ;
  • 유인호 (농촌진흥청 국립원예특작과학원 채소과) ;
  • 조명환 (농촌진흥청 국립원예특작과학원 시설원예연구소) ;
  • 서태철 (농촌진흥청 국립원예특작과학원 시설원예연구소) ;
  • 김승유 (농촌진흥청 국립원예특작과학원 시설원예연구소) ;
  • 최만권 (농촌진흥청 국립원예특작과학원 시설원예연구소)
  • Received : 2021.10.05
  • Accepted : 2021.10.25
  • Published : 2021.10.31

Abstract

This study was conducted in 8.2m wide single-span greenhouse to investigate the effect of presence or absence of rafter steel pipe joint and foundation conditions on greenhouse structural performance. Structural performance was evaluated by static loading test using the structural performance evaluation system for single-span greenhouse. The measured displacement was compared with the predicted result by numerical analysis. The displacement of each measurement location showed a significant difference regardless of the conditions of the foundation and presence or absence of rafter steel pipe joint. Compared to the hinge conditions, the difference in structural performance of the greenhouse in the fixed conditions was seen to be relatively large. The difference in structural performance according to presence or absence of rafter steel pipe joints, the lateral stiffness of the joint was 8.1% greater.

본 연구에서는 원예특작시설 내재해형 규격서에 등록되어 있는 폭이 넓은 단동온실(10-단동-5형)을 대상으로 기초의 경계조건과 서까래 강관의 이음 유무에 대해 실물 크기 실험을 실시하고 그 결과를 수치해석 결과와 비교하여 이음부가 있을 때 구조성능 차이에 대해 알아보았다. 각 측정 위치별 변위를 실험에서 측정한 값과 수치해석으로 예측한 값을 비교한 결과에서는 기초의 조건 및 서까래 강관 이음 유무에 상관없이 모두 상당한 차이를 보였고, 힌지 조건 보다 고정 조건이 상대적으로 차이가 컸다. 그리고 모든 절점을 강접합으로 가정하고 구조해석한 결과를 구조실험과 비교한 결과에서는 힌지조건이 고정조건 보다 잘 일치하였지만 해석값이 실험값 보다 크게 나타났다. 수치해석은 모든 절점을 강접합으로 가정했기 때문에 실제 성능과 달랐다. 따라서 현재 모든 절점을 강접합으로 가정하고 온실을 설계를 하면 과소설계될 우려가 있어 앞으로 신뢰성 높은 온실 설계를 위해서는 서까래와 도리가 교차하는 교차부 성능 특성을 고려한 구조해석 기술 개발이 이루어져야 할 것으로 판단된다.

Keywords

Acknowledgement

본 연구는 농촌진흥청 연구사업(과제번호: PJ01139701)의 지원에 의해 이루어진 것임.

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