• 제목/요약/키워드: Hip and Gable Roof

검색결과 7건 처리시간 0.019초

전통 사찰 불전의 팔작지붕 가구구성에서 외기도리의 공간적 이점에 대한 연구 (A Study on Spatial Advantage of Oegi Purlin in the Construction of Hip and Gable Roof of Buddha Hall in Korean Buddhist Temples)

  • 박새암;한지만
    • 건축역사연구
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    • 제28권4호
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    • pp.7-16
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    • 2019
  • In this study, I would like to inquire about the composition of oegi(外機) on the hip and gable roof. Oegi purlin compose the basic member of framework of a hip and gable roof in both sides roof, supporting the inside end of the side rafter. However, the oegi purlin is not simply used to form hip and gable roof. The effects of using oegi purlin have the advantages of spatial. The spatial advantages are the width of the toekan(退間) increases as the oegi purlin escapes from column row and to increase the ceiling height by becoming a point of staying the ceiling. That reflect the desire to expand indoor space due to changes in worship behavior. Oegi purlin was used not only for structural needs, but also for altering in indoor space due to the changing times.

Wind pressures on low-rise hip roof buildings

  • Ahmad, Shakeel;Kumar, Krishen
    • Wind and Structures
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    • 제5권6호
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    • pp.493-514
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    • 2002
  • Seven hip roof building models for $10^{\circ}$, $15^{\circ}$, $20^{\circ}$, $25^{\circ}$, $30^{\circ}$, $35^{\circ}$ and $40^{\circ}$ roof pitch with large overhangs of 1.1 m were tested in a wind tunnel at the university of Roorkee, India to investigate wind pressure distributions over hip roofs for various roof pitch and wind direction. The results show that the roof pitch and wind direction do significantly affect the magnitude and distribution of the roof pressures. The $40^{\circ}$ roof pitch has been found to experience the highest peak suctions at the roof corners amongst the seven hip roofs tested. Pressures on $15^{\circ}$, $20^{\circ}$ and $30^{\circ}$ hip roofs are comparable with those reported by Xu and Reardon (1998). Meecham et al. (1991) for $18.4^{\circ}$ hip roof is compatible with $15^{\circ}$ hip roof of the present study. Holmes's works (1994) on gable roof have also been compared with the present work. Zoning for codification has also been attempted since IS875 (Part-3) does not include this information. A comparison for design value has also been made with BRE Report No. 346.

울릉도 산지 촌락 가옥의 유형과 특성 (The Types and Characteristics of Rural Housing in Ulleungdo Mountains)

  • 이전
    • 대한지리학회지
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    • 제51권3호
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    • pp.441-454
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    • 2016
  • 이 연구는 지붕 형태, 지붕 재료, 외벽 재료에 초점을 두고 울릉도 산지 촌락 가옥의 유형과 특성을 고찰하는 연구이다. 그리고 울릉도 산지의 촌락 가옥 유형을 제주도와 경남의 촌락 가옥 유형과 비교하면서 그 특성도 논의한다. 울릉도 산지 촌락 가옥의 지붕 형태를 보면, 팔작지붕(42.1%)이 가장 많이 나타나고, 그 다음으로는 맞배지붕(25.8%), 우진각지붕(11.8%), 단순평지붕(10.7%) 등이 많이 나타난다. 지붕 재료를 보면, 컬러강판(69.1%), 아스팔트싱글(11.8%), 시멘트(10.7%) 등이 많이 나타난다. 컬러강판을 지붕 재료로 사용한 가옥이 압도적으로 많고, 기와나 슬레이트를 지붕 재료로 사용한 가옥은 한 채도 없다. 그리고 외벽 재료에서는 시멘트(27.5%), 사이딩(21.3%), 함석(16.8%), 목재(6.7%) 등이 많이 나타난다. 지붕 형태와 지붕 재료의 결합 관계로 본 가옥 유형에서는 팔작지붕-컬러강판 가옥 유형(73채; 41.0%)이 가장 많이 나타나고, 지붕 형태를 중심으로 해서 지붕 재료와 외벽 재료의 결합 관계로 본 가옥 유형에서는 팔작지붕-컬러강판-시멘트 가옥 유형(32채; 18.0%)이 가장 많이 나타난다. 울릉도 산지 촌락 가옥의 지붕/외벽 재료로 함석을 사용하는 빈도가 높은 것, 기와나 슬레이트를 지붕 재료로 사용하지 않는 것, 적벽돌이나 석재를 외벽 재료로 사용하는 빈도가 낮은 것 등은 건축 자재의 운송비용과 관련이 있을 것이다.

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제주도 촌락 가옥의 유형과 특성에 관한 연구 (The Types and Characteristics of Rural Housing in Jeju Island)

  • 이전
    • 한국지역지리학회지
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    • 제22권2호
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    • pp.369-382
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    • 2016
  • 본 연구는 제주도 촌락 가옥의 유형과 특성을 고찰하는 연구이다. 제주도 촌락 가옥의 유형을 지붕 형태, 지붕 재료, 외벽 재료를 중심으로 고찰하고, 경남 촌락 가옥의 유형과 비교하면서 그 특성을 논의한다. 이러한 촌락 가옥에 대한 연구는 오늘날의 촌락 경관을 이해하기 위하여 반드시 필요한 연구라고 본다. 제주도 촌락 가옥에서는 우진각지붕이나 우진각지붕/평지붕의 지붕 형태가 가장 많고, 그 다음으로는 단순평지붕 맞배지붕 눈썹평지붕 등의 지붕 형태가 다수를 차지한다. 그리고 컬러강판, 인조슬레이트, 시멘트, 기와/시멘트, 슬레이트/시멘트 등의 지붕 재료 사용 빈도가 높다. 외벽 재료에서는 시멘트를 단일 재료로 사용한 가옥이 과반수를 차지하고, 그 다음으로 현무암석재/시멘트, 타일/시멘트, 타일, 사이딩 등을 사용한 가옥이 많다. 제주도 촌락 가옥은 지붕 형태와 외벽 재료의 특성이라는 측면에서 경남 촌락 가옥과 사뭇 다른 특성을 나타낸다. 제주도 촌락 가옥의 가장 두드러지는 특성으로는 우진각지붕 가옥이 매우 많다는 점, 팔작지붕 가옥이 매우 희귀하다는 점, 현무암석재를 외벽 재료로 사용한 가옥이 많다는 점 등을 들 수 있다.

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거주환경 개선을 위한 농촌주택 개보수 인식에 관한 연구 - 전라남도 농촌마을 거주자를 대상으로 - (A Study on the Perception for Rural Housing Remodeling for Improved Residential Environment - For Rural Residents in Jeollanam-do -)

  • 김윤학
    • 한국농촌건축학회논문집
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    • 제16권3호
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    • pp.27-36
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    • 2014
  • The purpose of this study is to provide necessary information for the establishment of remodeling range needed first to support the future remodeling of rural housing. For this, this study examined landscape characteristics of rural housing such as an outer wall, a roof, a fence, and a gate which are main elements of forming the landscape of a rural village and rural residents' perception for remodeling. The results were as follows. The subject rural housing mostly had a timber structure and a masonry structure. Common roof types were a hip-and-gable roof and a gable roof. Frequent materials were a panel, a tile, and slate and common colors were primary colors such as reddish brown, black, and gray. A fence made of cement blocks and finished by a white paint was often found. A closed gate with iron frames was common. A standup kitchen and a flush toilet inside the house were common. The family members of rural residents were mostly two including a farmer husband and his wife. Elderly people of sixty and over were the most common. For residential environment satisfaction, a half of respondents were not unsatisfied with residential environment mostly due to an old house. Most respondents who were not satisfied with residential environment had high perception for the need of remodeling. The most commonly asked remodeling part was a roof, followed by a toilet, and an outer wall, indicating that the need of exterior remodeling was higher than that of interior remodeling. For a remodeling method, a total improvement was preferred. Although some rural village housing was improved by support of the government, local governments, or social groups, there are still many old houses. As this co-existence of improved houses and old houses hinders the landscape of rural village, it is necessary to give a support. But rural residents' requests should be first actively reflected to establish a guideline of supporting rural house remodeling.

Partial turbulence simulation and aerodynamic pressures validation for an open-jet testing facility

  • Fu, Tuan-Chun;Chowdhury, Arindam Gan;Bitsuamlak, Girma;Baheru, Thomas
    • Wind and Structures
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    • 제19권1호
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    • pp.15-33
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    • 2014
  • This paper describes partial turbulence simulation and validation of the aerodynamic pressures on building models for an open-jet small-scale 12-Fan Wall of Wind (WOW) facility against their counterparts in a boundary-layer wind tunnel. The wind characteristics pertained to the Atmospheric Boundary Layer (ABL) mean wind speed profile and turbulent fluctuations simulated in the facility. Both in the wind tunnel and the small-scale 12-Fan WOW these wind characteristics were produced by using spires and roughness elements. It is emphasized in the paper that proper spectral density parameterization is required to simulate turbulent fluctuations correctly. Partial turbulence considering only high frequency part of the turbulent fluctuations spectrum was simulated in the small-scale 12-Fan WOW. For the validation of aerodynamic pressures a series of tests were conducted in both wind tunnel and the small-scale 12-fan WOW facilities on low-rise buildings including two gable roof and two hip roof buildings with two different slopes. Testing was performed to investigate the mean and peak pressure coefficients at various locations on the roofs including near the corners, edges, ridge and hip lines. The pressure coefficients comparisons showed that open-jet testing facility flows with partial simulations of ABL spectrum are capable of inducing pressures on low-rise buildings that reasonably agree with their boundary-layer wind tunnel counterparts.

영암사지(靈巖寺址) 금당의 목조 가구구조(架構構造) 복원에 관한 연구 (A Research on the Reconstruction of Wooden Frame Structure of Kumdang in Yongamsaji)

  • 윤재신
    • 건축역사연구
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    • 제19권5호
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    • pp.25-47
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    • 2010
  • The purpose of this study is to reconstruct the wooden frame structure of Buddhist temple, Kumdang in Youngamsaji which assumed to be built in the 9th century of Unified Silla Dynasty. The remaining site of Kumdang in Youngamsaji is investigated thoroughly with a particular attention to bay size and column distribution. The five ancient Buddhist temples which were built in the same period also have the same frame type as Youngamsaji Kumdang. These five ancient Buddhist temples and Kumdang in Youngamsaji are meticulously investigated in terms of their bay sizes and measuring modules. The framework schema is devised as a conceptual tool to conjecture wooden frame structures of Buddhist temple. A theoretical differentiation between frame type and frame structure is attempted to formulated a wooden frame structure as a stepping-stone for the reconstruction of traditional wooden building. The wooden frame structure of 9C Kumdang in Youngamsaji mainly follows the oldest Korean wooden pavilion, Muryangsujeon in Busuk temple, with a hip and gable roof. The wooden frame structure of 9C Kumdang in Youngamsaji is reconstructed through 3D computer modeling to such an extent that every wooden components of the structure can be 3D printed. The reconstruction also takes reference from the Cai-Fen system in Yingzao Fashi.