• 한국농공학회지
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• 제43권6호
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• pp.113-119
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• 2001

Experiments on the yield strength of pipe connectors made of metal wire, joint pins, pole pipes, multi span insertion joints, and T-clamp joints used in pipe houses were conducted. The strength of connections of a pipe connector made of metal wire was adequate but it had a big difference according to loading direction. Therefore as it is installed, its direction should be taken into consideration. The collapse load of pipes connected with a joint pin was lower than that of single pipes. In the part of frame member at which the great bending moment occurs, the use of joint pin should be avoided. Also experimental results showed that pole pipes for use in a part of frame buried under the ground were safe, and the strength of multi span insertion joints should be increased. The resistant moment of T-clamp was about 13.7% of a single pipe. In case that the external forces acting on left and right rafter are different. a unsymmetrical rotational force is produced at the multi span joint. If it is expected that the actual bending moment on the multi span joint is larger than resistant moment of T-clamp, a reinforcement to safely resist the rotational force is required.

• 한국농촌건축학회논문집
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• 제12권1호
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• pp.49-56
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• 2010

This paper is aimed to clarify field technique of non-educated constructors in timber structure of korean-style secondary station(Gong-So) on the annex of catholic church. The main object of this study is Sin-Sung and Su-Bun secondary stations which post-lintel structure was 2high columns(Go-Ju) 5beams(Ryang) in Jeon-Buk area of Korea. We reached the following conclusion. Firstly, these secondary stations are required a lots of space for number of persons with the introduction of basilica plane. These plans have different intervals in the layout. Secondly, they constructed the holy space by using high columns(Nae-Jin-Go-Ju). The former problems of plan layout are sloved by reinforcement and replacement eaves and rafter of logitudinal. Thirdly, the elements showed the natural feature such as irregular wooden floor, arch-type head pentrating tie and a ceiling. In the end, we knew that non-educated constructor had found a way in the problem for accepting unreasonable work.

• 생물환경조절학회지
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• 제32권4호
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• pp.442-448
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• 2023

본 연구에서는 딸기 육묘용 온실의 개발을 통해 딸기 육묘에 적합한 규격과 생육환경을 조성하는 데 초점을 맞췄다. 이를 위해 전국의 46개 딸기 육묘 농가를 대상으로 구조실태 및 구조개선에 대한 조사를 실시하였다. 조사 결과를 토대로 다양한 요소를 고려하여 최적의 온실 모델을 도출하였다. 온실의 폭은 육묘 베드와 면적의 효율성을 고려하여 14.0m로 설정하였으며, 측고는 여름철 환기를 고려하여 2.0m로 결정하였다. 적설하중에 의한 서까래의 응력을 감소시키기 위해 보강재 설치 각도는 50°로 설정하였다. 지역별 설계 풍속과 적설심을 고려하여 안전성을 고려한 모델을 두 가지로 분석하였고, 결과적으로 φ48.1×2.1t와 φ59.9×2.3t의 서까래 부재를 사용한 온실 모델 모두 안전성을 확보하였다. 이렇게 개발한 온실 모델을 활용하여 딸기 육묘 실험을 진행하였고, 생존율이 평균 93.2%로 높게 나타났다. 이러한 결과로써 개발한 딸기 육묘용 온실이 딸기 육묘 환경을 개선하고 효율적인 생육을 도모할 수 있는 유용한 시설임을 확인하였다.