• 헤리티지:역사와 과학
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• 제46권4호
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• pp.126-143
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• 2013

신라의 산성 중 정확한 축성시기와 주체를 밝힐 수 있는 것은 경주의 명활산성(明活山城)과 남산신성(南山新城) 등 몇 개소에 불과하다. 명활산성은 작성비와 발굴조사 결과 확인된 체성의 축조기법과 보축을 기준으로 7세기 이전의 산성으로 보았다. 그러나 남산신성의 경우 북서 골짜기에서 찾은 초축시기(591년)의 석축 성벽 한곳을 제외하면 증축시기(679년)로 추정하였다. 경주 왕도에 있는 이들 산성의 축성방법을 기준으로 최근 조사된 각종 산성의 축성모습을 검토하여 축조연대를 추정하여 보았다. 그 결과 명활산성의 축조와 비슷한 모습을 보이는 함안 성산산성(城山山城)은 축조방법과 보축 등에서 6세기 중반경으로 보았고, 이와 축조수법이 유사한 김해 양동산성(良洞山城)과 양산 신기산성(新基山城)을 비슷한 시기로 설정하였다. 다만, 고령의 주산성(主山城)을 살펴보면 축조수법이 이들과 비슷하지만, 보축의 축조기법과 제한적인 보축에서 다소 시기차가 떨어지는 것으로 보았다. 이들과는 별도로 남산신성에서 확인되는 잔존성벽 대부분을 증축시기의 것으로 보고 이와 유사한 축조수법을 보이는 함양 사근산성(沙斤山城)과 거제 다대산성(多大山城)을 동시기로 설정하였다. 체성에서 확인되는 치석된 장방형의 성돌로 바른층쌓기한 점과 형식적으로 남은 보축을 설정근거로 하였다. 또한 김해 양동산성과 함양 사근산성에서의 단면 삼각형 수구, 김해 신기산성에서는 보축이 있는 석성축조에 앞서 선축된 목책의 흔적이 확인되어 이 지역에서는 좀처럼 보기 힘든 조사성과를 확인하였다.

• 헤리티지:역사와 과학
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• 제46권4호
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• pp.144-159
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• 2013

본 연구는 조선시대 남원(南原)의 도시발달사와 관방사 측면에서 중추적 역할을 하였던 사적 제298호 남원읍성의 축성에 관한 연구이다. 관련 사료를 통해 볼 때 남원읍성은 조선시대 성종 연간에 처음 축성되었으나, 이후 증축 논의과정에서 유인궤성(劉仁軌城)의 유지(遺址)가 증축범위의 중요한 준거(準據)가 되었다. 즉, 남원읍성의 초축은 현 남원읍성의 시원적 형태였으며, 유인궤성은 남원읍성 증축에 가장 큰 영향을 미친 것으로 파악되었다. 지금까지 남원읍성에 대해서는 축성과정을 개괄적으로 논한 연구는 있었지만, 남원읍성의 초축 그리고 유인궤성에 관한 구체적인 연구는 없었다. 이에 본 연구는 남원읍성의 축성 전반을 살펴보는 가운데 세부적으로는 남원읍성 초축과 유인궤성의 위치 비정(比定)을 통하여 유인궤성과 남원읍성의 관계, 남원읍성의 증축과정과 범위 등에 관련된 축성사실을 포괄적 실증적으로 확증하고자 하였다. 연구 결과, 660~665년 사이에 유인궤성이 축성되었으며, 조선시대 성종 초기에 축성된 남원읍성이 유인궤성의 유지를 따라 남동 측으로 증축되었다. 이에 따라 완비된 남원읍성의 성벽은 초축 당시의 성벽을 유지한 구간, 새롭게 성벽을 축성한 구간, 유인궤성의 유지를 수용한 구간으로 구분되는 것을 확인할 수 있었다.

• 건축역사연구
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• 제20권3호
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• pp.7-22
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• 2011

With the accumulations of outcomes from archaeological excavations of mountain fortress of three kingdoms period, there have been studies about time-periodic territory range of mountain fortress, difference in the way(method) of construction, defence system and so on from various points of view. This is an empirical study on the construction method of the valley part of stone fortress. First of all, it is required to secure large quantity of fresh water for those who lived at mountain fortress. Especially when builders of fortress construct a fortification at the valley part of stone fortress, in advance they must sufficiently consider several options including the establishment of sustainable water resources. First, when it comes to build a fortification on a ridge[or a slope] of a mountain, you have only to consider a vertical stress. However, when it comes to build a fortification at the valley part of a mountain, You must have more sufficient preparations for the constructing process. Because there are not only a vertical stress but also a horizontal pressure simultaneously. Second, a fortification of mountain fortress built by using unit building stone is a structure of masonry construction like brick construction, and the valley part of it is where the construction of the fortification begins. Third, when it comes to build a fortification at the valley part of a mountain, it seems that they use a temporary method such as coffer dam in oder to prevent the collapse of the fortification due to heavy rain. Furthermore, in response to a horizontal pressure a fortification is built by the way of its plane make an arch, or by piling up the soil with the plate method(類似版築) and earthen wall harder method(敷葉) they increase cross-sectional area of the fortification and its cutoff capacity. In front direction they put the reservoir facility for the fear that the hydraulic pressure and earth pressure are directly transmitted to the fortification. The process of constructing the fortification at the valley part of a mountain is done in the same oder as follows; leveling of ground(整地) ${\Rightarrow}$ construction of coffer dam ${\Rightarrow}$ construction of the fortification between the both banks of the valley ${\Rightarrow}$ construction of the fortification at bottom part of spill way(餘水路) between the both banks of the valley ${\Rightarrow}$ construction of spill way(餘水路) & reservoir facility ${\Rightarrow}$ construction of the fortification at upper part of spill way between the both banks of the valley. Coffer dam facility seems to be not only the protection device on occasion of flood but also an important criterion to measure the proper height of spill way or tailrace(放水路). This study has a meaningful significance in that it empirically examines the method of reduction of the horizontal pressure which the fortification at the valley part of a mountain takes, the date the construction was done, and wether the changes in climate such as heavy rainfall influence the process of construction.

• 한국공간구조학회논문집
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• 제17권2호
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• pp.63-70
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• 2017

In Korea, the occurrence frequency of earthquakes has recently increased, compared with the past. So, the various damages for cultural properties due to earthquake can be expected, and especially fortress structure is vulnerable to earthquake. Therefore, the resonable seismic characteristics evaluation is required to secure the safety for fortress structure with the various construction and configuration types. Also, we should consider the various applied load conditions as design variables. To this end, this study classifies fortress structures according to the construction and configuration types, and then applies the discrete element method to model and analyze fortress structures. Finally, the seismic characteristics is evaluated through slip condition due to the analysis results considering the various design variables.

• 건축역사연구
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• 제24권4호
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• pp.29-44
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• 2015

Coastal eupseongs, which are mainly built in the period of late Goryeo and early Joseon period, are essential materials in studying the history of Joseon period eupseongs. The purpose of this study is to connect the annexation of local districts with the relocation of local government office, so as to categorize the types of coastal-eupseongs and examine the background of their constructions and relocations. Coastal eupseongs are mainly divided into 'maintenance type' and 'Mergence type' according to the annexation of local districts, and maintenance type is broken down into fortress type and non-fortress type in accordance with the existence of old eupseongs(fortresses). Coastal eupseongs can also be categorized into 'application type' and 'relocation type' depending on whether ex-local government offices were reutilized or relocated. Maintenance type is 'fortress-application type'(Gimhae Gosung Old Ulsan-eupseong), 'non-fortress-application type'(New Ulsan-eupseong), 'fortress-relocation type'(Dongrae Kijang Geojegohyunseong Ulsan(Jwabyeongyoung)-eupseong), 'non-fortress-relocation type'(Sacheon Hadong Jinhae-eupseong Geojesadeongseong) are differentiated by type. Mergence type is divided into 'Merger of Villages after Castle Relocation Type(Changwon Namhae Gonyang-eupseong)', 'Merger of Villages before Castle Relacation Type(Ungcheon-eupseong)'. Coastal-eupseongs are moved to other places in need of more affluent water supply(Gimhae Gijang-eupseong) and wider usable area(Namhae Gohyunseong-eupseong). Eupseongs were enlarged owing to the population growth, caused by annexations of local districts.(Ungcheon-eupseong) 'Seonso'(navy yard) is a unique feature which cannot be seen in inland eupseongs.

• 건축역사연구
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• 제31권2호
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• pp.51-65
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• 2022

Seoju is one of the nine weeks of the ancient period, and according to literature records, the construction of Seojuseong Fortress has a long history of 2573. This is the land of Oseongtong-gu, a political and military hub, and flood disasters have frequently led to frequent reconstruction of fortresses. In particular, it is also an important place to show that the function of the fortress is defensive and has a function of preventing floods. This study analyzed the shape of Seojuseong Fortress and the characteristics of urban spaces in the Myeongcheong period through excavation data and literature data.

• 대한건축학회논문집:계획계
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• 제36권4호
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• pp.23-29
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• 2020

The latest urban planning is taking advantage of the city's spatiality, and its weight is increasing. The spatiality of the city extends to the three-dimensional air space, including the underground space and the surface space, and this is the relative location of land-use situations utilizing the characteristics of the feng shui geography. In this study, the urban planning of the Suwon Department and the construction process of the Suwon Hwaseong Fortress were analyzed based on the feng shui geography, using the topography and geographical features of Paldal Mountain as the center of the data. Natural-friendly urban planning is required to adapt to natural laws and to preserve and share the ecosystem while harmonizing with the surrounding environment.

• 한국주거학회논문집
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• 제26권2호
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• pp.21-28
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• 2015

The purpose of this paper is to estimate and deduct appropriate Hanok type within Suwon Hwaseong Fortress in which formula Hanok type has not remained. To do so, urban change according to chronology is analyzed and architectural aspect of transition is collected. By using geographic information in Suwon Hwaseong Fortress, present urban structural density, status of architecture and chronological aspect of transition in one-story buildings is surveyed. Through these data, appropriate Hanok form and density to the area is suggested. As a result, Hanok with two or more stories is economically suitable because its average plottage is excessively narrow. And back trowelling is desirable to construct walls in some concentrated areas with Hanok through arrangement of construction. Also in the other building sites, Hanoks are formed by a standard for separation to the property line. However it is necessary that exist standard about separation of property line is institutionally alleviated.

• 건축역사연구
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• 제22권6호
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• pp.59-66
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• 2013

This study progressed an investigation on the cause of the efflorescence phenomenon of bricks in Suwon Hwaseong Fortress, which is designated as a UNESCO World Heritage by using diverse scientific analyses. The samples were taken in Hwaseong and analyzed using XRD and SEM-EDS for the material identification of efflorescence. We observed under a polarizing microscope and measured absorption factors for the basic investigation for traditional bricks. As a result of material identification, soluble salt($Na_2SO_4$, $KNO_3$) and insoluble salt($CaCO_3$) were detected. There was no big difference between original bricks and repaired bricks under the polarizing microscope. However, in terms of the water absorption rate, bricks which were used for repair nowadays showed low water absorption rate(1%). In conclusion, soluble salt and insoluble salt appeared due to an effect of an air pollution and joint mortar. Soluble salt was removed in the rainy season, but insoluble salt was not removed. As a result of the efficiency and safety tests for chemicals removing efflorescence, chemical E is likely to be the suitable chemicals for the efflorescence phenomenon of traditional bricks in Suwon Hwaseong Fortress. In the future, consideration whether the use of lime is available or not should be studied through comprehensive researches including repair work, construction work and the environment factor with lime. Also, physical, chemical identifications of repairing bricks will be required.

• 한국구조물진단유지관리공학회지
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• 제17권2호
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• pp.10-17
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• 2013