• Journal of architectural history
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• v.2 no.2 s.4
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• pp.66-76
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• 1993

The plan of Korean traditional houses are devided by the span-units which is the automatic result of the timber construction. This study aims to analyze the ways plan type change when the number of span changes. One village named Bangchon in Honan Province was selected where we investigated more than 30 houses ranging from 3 span to 6 span. It is identified that there were certain rules which govern the plan change when number of span change. When one span is added onto 3 span houses, wooden floor of one span is added in between the two ondol-rooms. When one span is added onto 4 span houses, kitchen is enlarged. When one span is added onto 5 span houses, wooden floor is enlarged into 2 span, Also the plan of Man's quarter(Sarang-chae) was investigated and compared to Lady's quarter. The research proves that such rules of plan change need to be considered as a basic standard of analysis when traditional houses are to be studied.

• Journal of architectural history
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• v.16 no.6
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• pp.87-100
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• 2007

This study examines on the structural Methods between purlin and beam at Wooden Architecture in Joseon Dynasty($1372{\sim}1910$). Through the investigation, it is verified that the structural methods between purlin and beam is the technique utilizing tenon joint(통장부맞춤), Sungeoteok joint(숭어턱맞춤), dovetailed tenon joint(주먹장맞춤). And the methods of tenon joint is followed by the Sungeoteok joint, which is used in the buildings after middle Joseon dynasty. The method of tenon joint(통장부맞춤) is to connect the beam with the purlin by carving out the head of the beam as '一' shape. And the structural methods between Janghyeo(장혀, timber under purlin) and beam is halved joint(반턱맞춤) and tenon joint (통장부맞춤). The buildings in late Goryeo Dynasty and Joseon Dynasty adopted the method of tenon joint between purlin and beam. The method of Sungeoteok joint is to connect the beam with the purlins by carving out the head of the beams '凸' shape. And the structural methods between Janghyeo and beams is halved joint(반턱맞춤) and tenon joint(통장부맞춤), the method of tenon and step joint(통장부턱맞춤), dovetailed joint between beam and Janghyeo to increase the security of shear force.

• Journal of architectural history
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• v.17 no.5
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• pp.7-22
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• 2008

The purpose of this study is to examine the function of wall posts in pit-houses in the Bronze Age, in the Kyung-nam Province. Wall posts were found as post-holes, created after wooden posts had decayed. In this research, the role of wall posts is newly defined from the perspective of a construction engineering. While existing studies in archaeology regard wall posts as sub-posts that support the roof of a pit-house, this study views wall posts as piles installed to support the soil wall, not as sub-posts. Based on the existing reports on excavation in prehistoric settlement sites by archaeologists, the study examines the remnants of the wall posts and remains after a fire. The main findings of this study are threefold. First, the wall posts were installed not as posts but as piles, cut sharply and hammered along the building lines of a pit-house. Second, wall piles were used to support the walls during earthwork, such as excavating and banking for low ground, mostly because a large amount of soil is often lost during the process. Third, wall piles were used as post piles of retaining walls that enabled the installation of transverse wall panels, which were used to prevent the soil loss.

• Journal of architectural history
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• v.30 no.2
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• pp.55-70
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• 2021

The Sacheonwangsa temple was established in 670 under the leadership of Myeongnyang in response to the invasion of the Tang Dynasty. At this time, Geumdang hall stylobate was constructed, which was about 30% smaller than the reconstruction. Due to the wartime situation, the construction of wooden buildings did not seem to have been achieved. The Sacheonwangsa temple was reconstructed in 679 as a symbol of the Hoguk(護國) temple. The size of the Geumdang Hall stylobate was planned as an important module for the entire temple. The stylobate fasad was designed at intervals of Tangju(撑柱), just like the JuKhan(柱間) plan of wooden architecture. There is a possibility that eight Devas may have been decorated in Front fasad. When the Sacheonwangsa Temple was rebuilt, the Geumdang Hall was added by the ChayangKhan(遮陽間) and an Ikrang(翼廊) was installed next to it. These changes affect the material and form of the stylobate. It was changed to a durable stone post-lintel style stylobate and the intervals of Tangju(撑柱) in Front fasad was also adjusted. As the highest-quality stylobate in East Asia at the time, the Geumdang Hall stylobate is considered to have taken Silla's architectural skills to the next level.

• Journal of the Korean Institute of Rural Architecture
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• v.26 no.3
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• pp.19-28
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• 2024

This study aims to find the conservation and regeneration plan in terms of preserving and utilizing old wooden houses, regenerating existing buildings, and developing idle land for old dwellings located outside the southern gate of Cheongju, Korea. In the preservation and utilization of old houses, three places in the block where wooden houses clustered are created as conservation houses, and are conversed as cafes, workspaces, and homestays along with the preservation of individual houses. In the regeneration of existing buildings, the street landscape was improved through extension and renovation, new construction after demolition, and exterior renovation for one or two-story buildings facing the roadside. In the development of idle land, it reflects the layout method and open yard space corresponding to the path and orientation of the old house, and the mass was varied and segmented to resolve the medium scale. Accordingly, considering the context, landscape, and environmental aspects of the historical downtown, the development of old dwellings in downtown should shift from a uniform high-rise apartment project-oriented approach to a gradual and continuous regeneration direction.

• Journal of the Korean Wood Science and Technology
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• v.11 no.2
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• pp.27-40
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• 1983

최근(最近) 우리나라에서는 목재외(木材外)의 타계재료(他界材料)로의 건축(建築)이 이루어지고 있으므로 목조건축(木造建築)에 관한 연구(硏究)와 관심(關心)이 급속(急速)히 감소(減少)하고 있다. 이것은 국내(國內)에서의 목재생산(木材生産)이 극(極)히 저조(低調)하고 가격(價格)의 폭등(暴騰)으로 나타난 필연적(必然的)인 현상(現象)이라 하겠으나 목조건축(木造建築)이 아닌 타계재료(他界材料)로 시공(施工)한다고 하여도 목재(木材)는 꼭 쓰여지기 마련이다. 그러므로 주택(住宅)을 중심(中心)으로 각종건축물(各種建築物)의 구조(構造)를 이해(理解)함으로써 보다 합리적(合理的)인 목재이용(木材利用)을 꾀할 수 있을 것이다. 특히 목조주택(木造住宅)에 의존(依存)하고 있는 미국(美國)에서 경구조(輕構造)(light frame house construction) 또는 조립주택(組立住宅)(prefabricated house construction)에 의(依)한 목조주택건설(木造住宅建設)에 관(關)한 새로운 연구(硏究)가 착실(着實)하게 진행(進行)되어 큰 성과(成果)를 거두고 있어서 값 싼 주택(住宅)의 양산(量産)에 많은 도움을 주고 있음은 물론(勿論)이고 농용건축물(農用建築物)의 건설(建設)에도 크게 활용(活用)되고 있다. 더구나 8시간(時間)만에 한 채의 주택(住宅)을 건설(建設)할 수 있는 8시간건축(時間建設)(8 house construction)의 체계(體系)가 연구개발(硏究開發)되어 증가일로(增加一路)의 주택수요(住宅需要)를 메꾸어 나가고 있어서 우리나라에서도 부면(部面)에 관한 연구(硏究)가 추진(推進)되어야 할 것으로 믿는다.

• Journal of the Korean Wood Science and Technology
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• v.36 no.6
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• pp.88-95
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• 2008

The shrinkage of wood members after construction has been a greater and common concern in wooden buildings with the durability. Particularly, the traditional structure applying solid members actively is easily exposed to the shrinkage that caused by the joints, members, and walls. Moreover, even though domestic larch glulam members are widespread recently in the post-beam construction, the shrinkage (swelling) problem is still the critical defect on the wooden structures by the moisture content change in Korea. Various moisture contents were applied for the specimens to survey the dimensional changes for Japanese larch solid and glulam specimens, and the glulam specimens varied in the number of their laminations. Test results showed that glulam specimens with over 3 bonding layers showed good dimension stabilities. Therefore, to solve the shrinkage problem, sufficient drying fitted to the end-use service conditions should be conducted on the solid or glulam members can be applied.

• Journal of the Korean Institute of Rural Architecture
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• v.18 no.1
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• pp.19-28
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• 2016

This research aimed to suggest a standard design that reflects Hanok design tendency, and present a selective design that can fulfill a building owner's intention beyond the simple function of building permit or report. In addition, this research attempted to become a standard by establishing a criterion in calculating the measurements of section design or primary framework members, in order to be a guideline for designing Hanok in different sizes and forms. The results are as follows. The building area of Hanok standard design was set to be below $85m^2$, with a straight type of $83.16m^2$ and an L-shape of $84.24m^2$. By dividing the plane into a straight type and L-shape, two straight types were suggested: 'general type' and 'large living room type.' The upper floor space, along with the main room and small room, was proposed as an option to be changed into a room where an underfloor heating is installed depending on the building owner's intention. In addition, a criterion for side design and calculation of framework measurements was suggested and applied, while a five-girder design without high pillars was suggested for material-assembling structure. Two types of pillars-circumference and square cylinder-were proposed for the building owner to choose from, and a pointed beam house and ikgong(orthogonally-projected bracket) house were suggested for pojak bracket structure so either of them could be chosen according to the building owner's taste and economic condition. Finally, the sectional size of main materials were divided according to the form of pojak bracket structure to be proposed.

• Journal of architectural history
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• v.25 no.4
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• pp.57-64
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• 2016

It was believed that Jeongnimsa temple was built after the capital was moved from Gongju to Buyeo. It was confirmed that it was built A.D. $625{\pm}20$ by conducting a paleomagnetic analysis on the fireplace, which was recently found at the bottom of Jungmunji(middle gate). Consequently, it is assumed that the temple was built in the early 7th century unlike the previous point of view. Therefore, this study evaluated if the fireplace at the bottom of Jungmunji was found at the geological stratum representing the Jeongnimsa temple. Moreover, the study examined when the fireplace at the bottom of Jungmunji was constructed on the soil stratum. It is possible that the fireplace was built in the early 7th century as shown in the paleomagnetic analysis. However, when we compared the soil strata of the Jungmunji and the existing five-story stone pagoda, it showed that the ground was prepared differently and they were built over a fairly long period of time. Furthermore, I discovered that there was a wooden pagoda under the five-story stone pagoda by examining the soil strata map. Therefore, previous studies evaluated the arrangement of auxiliary buildings of Jeongnimsa temple and concluded that it was built in the early 7th century. It is hard to determine when the temple was built based on the arrangement of auxiliary buildings, because it takes a long time to build a temple and auxiliary buildings can be relocated during this long construction period. Rather, we have to admit that there are various arrangement patterns through minor changes in buildings from the one pagoda and one main building(Geumdang) arrangement.

• Journal of Korean Society of Steel Construction
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• v.18 no.2
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• pp.251-259
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• 2006

In some cases, wooden structures are used for medium-rise buildings. It is therefore necessary to develop and test a new structural system for medium-rise buildings using wooden structures. This study deals with high-performance, laminated, timber-based composite members, which consist of structural laminated timber and H-beam. Simple beam tests were performed to determine the strength, stress distributions, and failure patterns of laminated timber. The main parameters are the insertinglength (1, 1.5, and 2 times the H-beam height) and the epoxy between the top/bottom flange of the H-beam and the top/bottom flange of the laminated timber. The results of the test show that the specimen with an inserting length that is 2 times the H-beam height was characterized by fairly god strength and stiffness.