• 제목/요약/키워드: Roof types

검색결과 293건 처리시간 0.02초

초고층공동주택 국소배기용 입상덕트의 배기성능평가에 관한 연구 (Study on the Performance Evaluation of the Exhaust Stack used in High Riser Public House)

  • 권용일;이태규;안정헌
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2008년도 하계학술발표대회 논문집
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    • pp.889-894
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    • 2008
  • Exhaust system used in toilet and cooking place of high riser public house is roof fan of two basic types : natural roof ventilator and natural/forced roof ventilator. Natural/forced roof ventilator has a motor in the rotary shaft. There are many high riser public house in Korea. These buildings were not viewed as being major contributors to exhaust pollutants producted in indoor. It was because many engineers thought that exhaust in high riser building depend on stack effect. This study investigates on stack pressure determined by exterior pressure and the difference pressure control in exhaust stack used in high riser public house. This paper focuses mainly on the effect of the time interval for power supply of motor installed in roof fan with function of natural wind velocity and of exhaust air volume of toilet. It is observed there are higher exhaust efficiency than the existing natural roof ventilator.

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Greenhouse Test Results for Two Years of Sheet shaped Root Barrier Materials Apply to Green Roof System for Sustainable Building Construction

  • Jang, Dae-Hee;Kim, Hyeon-Soo;Choi, Soo-Kyung
    • 한국건축시공학회지
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    • 제11권6호
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    • pp.634-644
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    • 2011
  • Recently, As a part of urban forestation, the introductions of green roofs into public projects has been actively driven. Supported by this policy, the sizes of domestic green roof related markets have been rapidly expanding and many types of root barrier materials developed in Korea or abroad are being commercially distributed. In this study, root barrier tests were conducted over two years with nine types of sheet type waterproof materials that are the most commonly used as root barrier layers in green roof systems. The test conditions prepared considered the climates, natural features and vegetation in Korea and the results and related root barrier performance were verified. From the results of this study, the necessity to improve the joint part of root barrier sheets and forming methods has been identified and a measure to improve domestic root barrier testing methods was proposed.

LIDAR 데이터와 수치지도를 이용한 3차원 건물모델링 (3D Building Modeling Using LIDAR Data and Digital Map)

  • 김흥식;장휘정;조우석
    • 대한공간정보학회지
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    • 제13권3호
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    • pp.25-32
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    • 2005
  • 본 논문은 LIDAR 데이터와 수치지도를 이용한 점 기반의 3차원 건물모델링 방법을 제안하는데 목적이 있다. 본 논문에서 제안한 방법은 크게 건물점 추출, 지붕유형 분류, 지붕유형별 3차원 모델링 단계로 나뉜다. 먼저 수치지도의 건물 외곽선과 LIDAR 데이터를 중첩시켜 건물폴리곤 내에 있는 LIDAR 점들 중에서 지면과 벽면 및 수목을 제거하여 건물의 지붕점만을 추출한다. 추출된 건물 지붕점들은 ODR(Orthogonal Distance Regression) 방법을 통해 평면근사하여 점들이 평면상의 점이면 평면형(flat) 지붕으로 분류하고 그렇지 않으면 박공형(gable)과 원통형(arch)으로 근사한 후 평균제곱근오차가 작은 쪽으로 지붕유형을 결정한다. 실험결과 본 연구에서 제안한 방법은 3가지 유형의 단순 지붕유형을 성공적으로 분류하였으며, LiDAR 데이터와 수치지도를 이용한 자동 3차원 건물모델링의 가능성을 제시하였다.

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옥상녹화에 따른 공동주택 에너지 저감효과 분석 연구 (An Analysis of Energy Reduction Effects in Housing According to Green Roof)

  • 김지현;손형민;권혁삼;김정곤;이범식
    • 토지주택연구
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    • 제7권4호
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    • pp.299-305
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    • 2016
  • 본 연구는 기후변화 대응을 위한 계획적 수단으로서 옥상녹화에 따른 건축물 에너지 저감효과를 분석하여 옥상녹화 적용확대를 위한 기초자료를 제시하는데 목적이 있다. 대상지는 최근 준공된 공동주택 중 옥상녹화가 적용된 주동과 부대복리시설을 선정하였다. 건축 유형에 따라 경량형(토심 20cm) 및 혼합형(토심 40cm) 옥상녹화를 적용하고, 디자인 빌더(Design Builder)를 활용하여 옥상녹화 적용에 따른 에너지 저감량을 비교 분석하였다. 분석결과, 모든 대상 건축물에서 옥상녹화 적용시 에너지 저감효과가 있으며, 혼합형 옥상녹화가 경량형 옥상녹화에 비해 냉 난방 에너지 저감효과가 더 큰 것으로 나타났다.

지붕가구법의 변용을 통한 신한옥 보꾹공간의 활용에 대한 연구 (A Study on the Practical Use of the Inn0er Part of a Roof of the New Hanok with a Structural Modification)

  • 김학래
    • 한국농촌건축학회논문집
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    • 제14권2호
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    • pp.1-10
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    • 2012
  • The purpose of this study is to provide the method of saving the construction cost per unit area of the New Hanok using the inner space of a roof as a floor space with a structural modification of it's roof. The proportion of a roof of the Traditional Hanok accounts for about a half of it's elevation, so it is an essential element of it. But, compare to the whole construction cost of the Traditional Hanok, it costs over a half of expenses to build it. Recently, at the traditional building type, it is found that the inner space of a roof of it is used as a floor space with a structural modification of it's roof. It can be divided into two types, the storage type and the living type. The New Hanok at downtown can accommodate various new lifestyle, so the length of it's Yangtong is longer than that of the Traditional Hanok. When we adjust the proportion of the traditional Hanok to the New Hanok, the height of the column and the roof of the New Hanok becomes also higher than those of the traditional Hanok. So, using the upper part of the column and the roof of the New Hanok, we can make the inner space of a roof of the New Hanok as a floor space -like a bed room, tea room, personal work space and a storage- vertically connect with the 1st floor as the main living area. As a result, it is expected to save the unit construction cost of the New Hanok and has an extensity of space when we build the New Hanok at downtown.

세계의 대형 개폐식 지붕구조 (A large Retractable Roof Structure in the World)

  • 박선우;최취경
    • 한국공간구조학회:학술대회논문집
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    • 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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    • pp.227-231
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    • 2008
  • 전 세계적으로 많은 개폐식 지붕구조들이 존재한다. 개폐식 지붕은 다양한 사용성과 요소들로 구분된다. 100여개 이상의 사례를 스팬, 구동장치, 개폐방식, 지붕재료 등등과 같은 요소들로 분류 될 수 있다. 이 논문에서 분류된 데이터를 바탕으로 건축적인 그리고 구조적인 계획에 있어서 고려해야 할 사항을 제안하고자 한다.

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Buckling of aboveground oil storage tanks under internal pressure

  • Yoshida, Shoichi
    • Steel and Composite Structures
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    • 제1권1호
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    • pp.131-144
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    • 2001
  • Overpressurization can occur due to the ignition of flammable vapors existing inside aboveground oil storage tanks. Such accidents could happen more frequently than other types of accident. In the tank design, when the internal pressure increases, the sidewall-to-roof joint is expected to fail before failure occurs in the sidewall-to-bottom joint. This design concept is the socalled "frangible roof joint" introduced in API Standard 650. The major failure mode is bifurcation buckling in this case. This paper presents the bifurcation buckling pressures in both joints under internal pressure. Elastic and elastic-plastic axisymmetric shell finite element analysis was performed involving large deformation in the prebuckling state. Results show that API Standard 650 does not evaluate the frangible roof joint design conservatively in small diameter tanks.

단층 불전 내주의 결구 및 배열 방식에 관한 연구 (A Study on the Framework and Arrangement of Interior Column in Single-Story Buddhist Halls)

  • 이우종;전봉희
    • 헤리티지:역사와 과학
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    • 제33권
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    • pp.210-255
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    • 2000
  • This study aims to classify the framework and arrangement of interior columns (Naeju) which are used in single-story Buddhist halls into several types, and to develop a theory on the process of changes among those types. Since interior columns are building materials which hold up the roof structure and make partitions in the interior space of halls, their framework and arrangement is closely linked to the development of building technology and is expected to reflect new architectural needs. The kinds of interior columns classified by the shape of framework are goju, chaduju, oepyonju, naepyonju. The arrangement of interior columns can he classified by two methods: One which counts the number of the interior column arrangements in a hall, and the other whose classification relates with the side wall columns - Jeongchibup and yijubup. With the combination of these classifications, we can divide the framework and arrangement of interior columns into 8 types From the remains of Korean and Chinese Architecture, we can presume that before the late-Goryo period, jeongchibup had always been applied in the construction of Buddhist halls, and gamju(column reducing) had only been used in examples of small scale. After the founding of Choseon Kingdom, however, national policy had weakened the economic power of Buddhist temples. Because of that, large-scale outdoor Buddhist mass was replaced by small-scale indoor mass, and for this reason, though the scale of Buddhist halls became smaller, the need for a broad interior space became stronger. Thus in early-Choseon period, reduction of interior columns became widely spread. Those types of framework and arrangement of interior columns where yijubup was applied were developed because the rear interior columns arrangements, in order to expand the interior space, have moved backward. Among these types, yiju-goju and yiju-chaduju were developed for the Buddhist halls with paljak roof(hipped-gabled roof), where the load of their side eaves caused structural problems at the side walls. And oepyonju type was for the small-scale and middle-scale Buddhist halls which needed more interior space but didn't want the extension of roof structure. From the local and periodic distribution of each types, we can conclude that the types jeongchi-goju, jeongchi-chaduju and yiju-chaduju have been settled as typical technique of local carpenters. Oepyonju was developed later than the other types, but for its merit of low cost, it became a popular type across the nation.

조선전기 맞배직교형 건축의 유형과 전파 (A Study on the Type and Spread of Framed Structure of Gable Roof Meeting at Right Angle in the early Joseon Dynasty)

  • 김버들;이종서
    • 건축역사연구
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    • 제27권2호
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    • pp.39-50
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    • 2018
  • This study investigates the types and spread of framed structures of gable roofs meeting at right angle showed in old architecture and documentary paintings of houses, which were well liked in the early Joseon Dynasty. The conclusions of this study were as follows. First, the framed structure of gable roof meeting at right angle can be divided or recognized in 4 types according to their structure's size and purlin's position. Three of those types were noted to be in Seoul. Second, the framed structure of gable roofs meeting at right angle begun from the awareness of their independence from one another. Each space was divided based on their functions. Therefore, it could be extended in various forms, not only in the square plan physique but also in many different forms. And allowed free plan configuration regardless of column layouts or size of structure. Third, 5 purlins and 3 purlins crossing structure were preferred in Han-yang, the early Joseon Dynasty. It is related to the specific construction conditions of urban houses, such as the slope of land, limited land area, and economic power. Fourth, urban housing techniques were diffused throughout the country by officials who lived in Kae-gyeong and Han-yang at the end of Goryeo and early Joseon Dynasty. In other regions, framed structure of gable roof meeting at right angle households decreased, but in some regions of Gyeongsang-province, framed structure of gable roof meeting at right angle has maintained with Staggered purlin.

도심 오피스건물의 옥상녹화 조성 유형별 건물에너지 절감 비교 연구 (Comparative of Energy-Saving by Green Roof Type on Urban Office Building)

  • 김정호;권기욱;주창훈;윤용한
    • 한국환경과학회지
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    • 제23권8호
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    • pp.1437-1446
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    • 2014
  • This study, the urban energy used office building green roof type composition of the target by analyze building energy reductions. Green roof is total 6 types(type A~F) were selected, EnergyPlus the energy simulation programs were used. Top floor of green roof types evaluation, the reduction of the cooling peak load type E(1.26%), type D(1.30%), type C(1.37%), type B(1.45%), type F(1.49%), and heating peak load is type D(1.32%), type E(1.40%), type C(1.47%), type F(1.69%), type B(2.13%) order. Annual cooling load of heating load is reduced more than about 1% effect. The heating load reduction ratio for a maximum of 9% respectively. Cooling peak load of the building energy performance evaluation of type F > type B > type C > type D > type E in the order and in the case of peak loads heating type B > type F > type D > type E>type C order. Annual total energy use reduction of 1.07 to 1.22% and earn, type B in the best good. In primary energy use reductions in the presence of a green roof were in the 4249~4876 kWh/yr. Annual $CO_2$ emissions reductions of unapplied type A were analyzed on average 469.78 kg.