• 농업과학연구
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• 제28권2호
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• pp.99-107
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• 2001

온실재배에 있어서 가장 경제적인 환경조절방법은 자연환기에 의한 것이므로 온실의 자연환기 성능을 극대화하는 것은 매우 중요하다. 온실의 자연환기 성능을 극대화하기 위해서는 지붕환기창의 설치가 중요한데, 아치형 단동 온실의 경우에는 천창을 설치하기 어려운 구조로 되어 있어서 대부분의 농가가 측창만 설치하여 운영하고 있다. 본 연구에서는 아치형 단동 온실의 지붕에 환기창 설치를 장려하기 위한 일환으로 사례조사와 효과분석을 실시하였다. 아치형 단동 온실의 지붕환기구조 실태조사 결과 폭 5~8m의 소형 온실에서는 플라스틱으로 제작된 원형 및 굴뚝형 환기창을, 폭 12~18m의 대형온실에서는 철재 파이프를 덧붙인 양권취식을 많이 사용하고 있었다. 지붕환기창 설치 온실과 관행의 권취식 측창만 설치된 온실에 대한 대조 실험 결과 비록 적은 면적의 지붕환기창을 설치하였지만 온도하강 $1^{\circ}C$ 이상의 천창 환기 효과가 있었으며, 지붕환기를 실시함으로써 온도분포를 보다 균일하게 할 수 있는 것으로 나타났다. 지붕환기창을 설치함으로서 얻을 수 있는 온도상승 억제효과는 일사량과 풍속조건에 따라 뚜렷한 차이를 보이며, 풍속이 낮은 경우에 효과가 커지는 것을 확인할 수 있었다. 환기창의 개폐순서에 따른 전체적인 온도 하강의 차이는 없으나, 환기로 온도를 제어하는 경우에는 실내온도가 설정온도보다 높을 때는 천창을 열은 후 측창을 열고, 반대의 경우에는 측창을 닫은 후 천창을 닫는 것이 바람직한 것으로 판단되었다.

• Wind and Structures
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• 제22권3호
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• pp.307-328
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• 2016

This paper describes an investigation of the net wind loads on solar panels and wind loads on the underlying roof surface for panels mounted parallel to pitched roofs of domestic buildings. Typical solar panel array configurations were studied in a wind tunnel and the aerodynamic shape factors on the panels were put in a form appropriate for the Australian/New Zealand Wind Actions Standard AS/NZS 1170.2:2011. The results can also be used to obtain more refined design data on individual panels within an array. They also suggest values for the aerodynamic shape factors on the roof surface under the panels, based on a gust wind speed at roof height, of ${\pm}0.5$ for wind blowing parallel to the ridge, and ${\pm}0.6$ for wind blowing perpendicular to the ridge. The net loads on solar arrays in the middle portion of the roof are larger than those on the same portion of the roof without any solar panels, thus resulting in increased loads on the underlying roof structure.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제37권6호
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• pp.524-529
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• 2011

Orbital roof and supraorbital ridge fractures are frequently associated with high energy concomitant craniofacial trauma. When a displacement of the orbital roof and supraorbital rim occurs, exploration, stabilization and reconstruction are warranted to limit the ocular complications. The management of fractures involving the frontal sinus must consider the possible need for obliteration or cranialization of the sinus. Many incisions have been described and used to approach these fractures, such as a coronal incision, eyebrow incision, and an incision through the laceration. We report 3 cases of orbital roof and supraorbital ridge fracture patients with a review of the relevant literature.

• Steel and Composite Structures
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• 제22권5호
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• pp.1039-1054
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• 2016

This paper presents the dynamic characteristics analysis of the purlin-sheet roofs by the random vibration theories. Results show that the natural vibration frequency of the purlin-sheet roof is low, while the frequencies and mode distributions are very intensive. The random vibration theory should be used for the dynamic characteristics of the roof structures due to complex vibration response. Among the first 20th vibration modes, the first vibration mode is mainly the deformations of purlins, while the rest modes are the overall deformations of the roof. In the following 30th modes, it mainly performs unilateral local deformations of the roof. The frequency distribution of the first 20th modes varies significantly while those of the following 30th modes are relatively sensitive. For different parts, the contributions of vibration modes on the vibration response are different. For the part far from the roof ridge, only considering the first 5th modes can reflect the wind-induced vibration response. For the part near the ridge, at least the first 12 modes should be considered, due to complex vibration response. The wind vibration coefficients of the upwind side are slightly higher than that of the leeward side. Finally, the corresponding wind vibration coefficient for the purlin-sheet roof is proposed.

• 대한건축학회논문집:계획계
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• 제36권2호
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• pp.63-70
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• 2020

In the ancient Buddhist temple area, various metal artifacts are still excavated. Therefore, the aim of this study is to approach the characteristics of ancient architecture through ancient metal artifacts. First, metal decoration of ancient architecture appears for the purpose of structure, decoration, arson. Then, as the method of wood structure is developed, the application is separated into structural, functional and decorative purposes. In ancient times, metal decoration has reduced the role of structure, but its decorative role has expanded. Second, various metallic ornaments were used on the roof of ancient architecture. As the wooden technology developed, the metal decoration was gradually omitted while applying the curve to the roof. Third, the metal ornaments used on the roof of ancient architectures include the ridge central decoration, roof top decoration, a nine-ring decoration, gable board Ornamental Metal, corner flower decoration, eaves nail, wind bell. And subsequent research requires a terminology that can link the results of archeology and Buddhist art through excavation as a result of architecture.

• Wind and Structures
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• 제16권4호
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• pp.301-322
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• 2013

Recent major post-hurricane damage assessments in the United States have reported that the most common damages result from the loss of building roof coverings and subsequent wind driven rain intrusion. In an effort to look further into this problem, this paper presents a full-scale (Wall of Wind --WoW--) investigation of external and underneath wind pressures on roof tiles installed on a low-rise building model with various gable roofs. The optimal dimensions for the low-rise building that was tested with the WOW are 2.74 m (9 ft) long, 2.13 m (7 ft) wide, and 2.13 m (7 ft) high. The building is tested with interchangeable gable roofs at three different slopes (2:12; 5:12 and 7:12). The field tiles of these gable roofs are considered with three different tile profiles namely high (HP), medium (MP), and low profiles (LP) in accordance with Florida practice. For the ridge, two different types namely rounded and three-sided tiles were considered. The effect of weather block on the "underneath" pressure that develops between the tiles and the roof deck was also examined. These tests revealed the following: high pressure coefficients for the ridge tile compared to the field tiles, including those located at the corners; considerably higher pressure on the gable end ridge tiles compared to ridge tiles at the middle of the ridge line; and marginally higher pressure on barrel type tiles compared to the three-sided ridge tiles. The weather blocking of clay tiles, while useful in preventing water intrusion, it doesn't have significant effect on the wind loads of the field tiles. The case with weather blocking produces positive mean underneath pressure on the field tiles on the windward side thus reducing the net pressures on the windward surface of the roof. On the leeward side, reductions in net pressure to a non-significant level were observed due to the opposite direction of the internal and external pressures. The effect of the weather blocking on the external pressure on the ridge tile was negligible.

• 한국산학기술학회논문지
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• 제15권6호
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• pp.3894-3906
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• 2014

본 연구는 정밀실측이 이루어진 국가지정문화재 중 사찰의 주불전을 대상으로 맞배지붕 건물과 합각지붕 건물로 구분하여 지붕에서 나타나는 앙곡, 안허리곡, 용마루곡과 지붕기울기를 분석하였다. 그 결과 는 다음과 같다. 첫째, 맞배지붕 건물의 앙곡과 안허리곡은 건물규모(면적), 내부 고주 유무 등과 밀접한 상관관계가 있다. 또한 5량가 구조와 7량가 구조중에 규모가 큰 7량가 구조에서 더 크게 나타났다. 둘째, 맞배지붕 건물의 앙곡과 안허리곡은 서로 상관관계가 있는데 앙곡이 큰 건물에서 안허리곡도 크게 나타난 것으로 분석되었다. 지붕기울기는 변수요인(평면요소, 입면요소, 단면요소)과는 크게 연관성이 없으며, 앙곡, 안허리곡, 용마루곡 크기는 공포의 외1출목과 외2출목에서 비슷한 크기였으나, 외3출목에서는 상대적으로 크게 나타났다. 셋째, 합각지붕 건물의 앙곡과 안허리곡은 맞배지붕 건물과는 다르게 서로 상관관계 없었는데, 전면과 측면은 서로 상관관계를 가지며 전면의 곡이 크게 나타난 건물에서는 측면에서도 크게 나타났다. 넷째, 합각지붕 건물 내부에 고주가 있는 건물은 앙곡과 안허리곡이 크게 나타난 반면, 고주가 없는 건물에서는 작게 나타났으며, 용마루곡은 건물규모와 건물높이에 밀접한 연관성이 있어, 건물이 높거나 큰 건물에서 용마루곡이 크게 나타났다. 지붕기울기는 맞배지붕 건물에서와 같이 변수요인과는 상관관계가 거의 없었다.

• 건축역사연구
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• 제26권5호
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• pp.19-26
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• 2017

This paper aimed to identify the architectural characteristics of the chimi excavated from ancient ruins, especially middle gate remains of Bunhwangsa Temple in the Unified Silla period. Middle gate had planned $3{\times}2$ with 295mm measuring unit and gabled building. Detailed study of the shape of chimi of the middle gate restored by related field experts reveals as follows. 1) Height of chimi is 4.5(130.6cm) of Tang's system of measurement classified as large one. 2) The front and back side square hole is made for transverse timber placement. 3) Position of chimi is not the end of the ridge of roof, it moved toward the center. 4) Construction method of chimi is structured with smaller beam and center column. 5) Width and height of the ridge is less than 38cm and 54cm to be approximately, Width and height of the gabled ridge is less than 38cm and 50cm. 6) This chimi is considered to be very unique when compared to existing ancient restored chimis, it is designed to be advantageous to the chimi construction.

• 한국농촌건축학회논문집
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• 제12권2호
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• pp.39-48
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• 2010

This study is to analyze the space plan and design charateristic of the Gungiip(宮家) built on near the 1770 in Namyangju. It has been called Gungjip since it was constructed from the timber and by carpenters sent of the government. It has a great scientic value because it is the best house constructed by carpenters of the royal palace. It help to know prototype of their excellent design skill. that is skill of work upon of colum, curvatere of ridge in roof, trust the eaves. This paper shows that this house has a different scale and form from other houses. In addition, Anchae was built with the aim of making the most use of sunlight and securing its best convenience. Sarangchae aims at serving as a cultural space for its neighbor. The house seems to reflect the carpenter' architectural viewpoints, and its building style shows its contempory people's life style. In conclusion, we can say that the techenial charateristics of its design result from the correlectin of colum(Ki-Sot-Um and An-Sol-Lim), curvatere of ridge in roof(Ma-Ru-Gock), and trust the eaves(Ang-Goak and An-Hu-Ri).

• 건축역사연구
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• 제26권2호
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• pp.31-42
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• 2017

This study investigates how the spatial recognition structure is emerging through the case of rectangular plan combined with a combination of Dang-Sil(堂室) and Gong(工) shape roof, and identifies a type of architecture in the early Joseon Dynasty that has never been revealed. The conclusion of this study is as follows. First, the Dang and the Sil are connected to each other, but the architectural elements such as pillars, frame, and windows are distinguished and appear as separate buildings. Second, the distinction between Dang and Sil is evident by the difference in the number of ridges and the shape of the roof. In addition, the roof and roof framework of the independent rooms and the rooms were common in the right angled architecture where the direction and the expandability of each structure were maintained. Third, the construction of the Dang-Sil combined structure, in which two or more structure frameworks were combined with the rectangular combined flat roof structure, gradually changed into a single structure with a single ridge. Fourth, this change means that people of the early Joseon Dynasty recognized the Dang and Sil as separate architecture, but the strict sense of spatial separation has disappeared over time.