• 한국농촌건축학회논문집
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• 제21권4호
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• pp.53-60
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• 2019

The purpose of this study is to investigate the change of Hidden gates form with the times. Fortresses position is constructed on the Korea mountain ranges. Hidden gate, one of facilities to construct fortress among various factors, represents as route of supplies way, ask for rescue, or counterattack plan to come in. The shape of hidden gate changes depend on land form, function, and time period. Previous research partially based on archeology or history. This research analyze Namhan mountain Namhansansung, one of the highest hidden gates count in Korea, distributive by main fortress, Bong-am fortress, Hanbong fortress. Nahhan Mountain fortress repeatedly affected by King Injo in Joseon Dynasty. As a result, Nahhan Mountain fortress consist of hidden gates alternation depend on the time of establishment or extension which makes different shape or size.

• 대한건축학회논문집:계획계
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• 제34권11호
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• pp.135-144
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• 2018

During the Late Joseon dynasty, abandoned mountain fortresses were urgently repaired for the operation of foothold mountain fortresses in Gyeongsang-do, during the Japanese Invasion of Korea in 1592 and immediately after the Qing Invasion of Korea in 1636. Immediately after the Qing Invasion of Korea, an external fortress wall was built and added to each of Cheonsaeng Fortress and Geumo Fortress to establish a system of protecting locals inside a fortress at important locations for border defense against Japan in the Yeongnam region. Cheonseng Fortress, however, did not have sufficient geographical and protection conditions as a mountain fortress for protecting people inside it; thus, Gasan Fortress was newly built to replace Cheonsaeng Fortress. Geumo and Gasan Fortresses were used in border defense against Japan during the period from King Injo's reign to the end of Joseon Dynasty, because the fortresses served the purpose of defending Nakdonggang River and middle roads located at important roads along the border in the Yeongnam region and because it was possible to quickly repair and use their existing fortress walls and internal facilities, such as middle fortress walls and ponds, that were constructed for long-term protection of locals inside the fortress. In addition, it was found, in this study, that a continuous discussion on how to supplement fortresses led to the reinforcement and improvement of fortress facilities and fortification technology through the application of major strengths of Chinese (Ming) and Japanese fortress systems.

• 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.

• 한국농촌건축학회논문집
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• 제14권1호
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• pp.37-44
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• 2012

This study is to propose development direction of sang-dang mountain fortress toward the utilization of historical and cultural heritage as tourist attraction through the consideration of problems on sang-dang mountain fortress development. First of all, the historical significance, development project and status of Sang-dang mountain fortress was figured out. Furthermore, using pattern and general user's view was understood through the questionnaire survey then research on the actual condition of traditional korean village was performed. The ongoing development project focusing on restoration of cultural properties to its original state through an archaeological excavation investigation turned out to be lack of consideration on the utilization of sang-dang mountain fortress such as tourists inducement. Furthermore, the measures on traditional korean village which has been a problem by forming commercial area recklessly have been left off. Therefore, additional development plan is required on convenient and amenity facilities and rest places for visitors including environment improvement of traditional korean village based on the development for the restoration of cultural properties to its original state.

• 보존과학연구
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• 통권25호
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• pp.155-170
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• 2004

Jonam mountain is located in Gung nam Hamangun gayaeup, and it is 139.4m above sea. Most of Haman area consists of hill and mountains and Pinus densiflora Sieb. et Zucc,Quercus acutissima Carruth, Quercus variabilis Bl, Quercus mongolica Fisch and Robiniapseudoacacia L are distributed. Sungsan mountain fortress wall is designated as a national historical spot 67th and our laboratory excavated and surveyed Sungsan mountain fortress wall from 1991 to 1994.Especially, we confirmed mud layer in 1992 and excavated wooden remains such as wooden strip with inscription and so on. Also, wooden strip with inscription and the wooden remains of the type which is various such as brush, knife, various club, vessel, awl were excavated in 2002.After classifying remains on the spot, they were washed. We found three pieces of wooden strip during washing, and three pieces of wooden strip during conservation processing. Also, we confirmed others. Until now, we have processed 8000 wooden remains, and we are processing about 1500wooden remains.

• 보존과학연구
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• 통권14호
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• pp.1-34
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• 1993

1. Metallurgical Properties of Iron artifacts excavated from Yangju-Mountain fortress were studied for the scientific conservation and metallurgical history of ancient Iron artifacts.2. Iron artifacts form Yangju-Mountain fortress were found to be the products of having well-established Carburizing and remelting technique in that period.3. These artifacts seem to be manufactured from very pure ores, because very pure ferrite structure and low impurity.4. Especially evidence of very suitable carburizing technic well-established and usealloying method of Fe-C system on purpose were found.5. Cast iron artifacts were found to be eutectic composition (4.31%) having lowestmelting point in Fe-C system.

• 한국전통조경학회지
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• 제39권1호
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• pp.20-30
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• 2021

본 연구는 남한산성 성벽을 대상으로 관속식물상 조사, 분석을 통해 남한산성 성벽 식물의 생태적 특성을 규명하여 향후 남한산성 성벽 식물 보존 및 관리 계획 수립 시 기초자료 제공을 목적으로 하였다. 남한산성 성벽에 분포하는 전체 식물 분류군 수는 77과 169속 222종 5아종 19변종 3품종으로 총 249분류군이었다. 생활형은 반지중식물의 출현 비율이 높았으며 희귀식물은 1분류군, 한국특산식물은 5분류군이었다. 식물구계학적 특정식물은 전체 15분류군이며 IV등급 1분류군, III등급 3분류군, II등급 2분류군, I등급 9분류군이었다. 이 중 병아리풀은 식물구계학적으로 가장 중요하게 취급되는 IV등급으로 본 대상지 이외에 추가 서식이 확인되지 않은 점으로 보아 경기도 일대에서 최초의 기재이다. 암벽식생으로 확인된 식물은 21분류군으로 나타났다. 침입외래식물은 20분류군으로 나타났다. 흰진범, 자주조희풀, 큰꿩의비름, 병아리풀 등 남한산성 성벽에 분포하는 식물은 성벽 유실, 침입외래식물 확산, 인간 간섭 등으로 인해 종·개체수 감소가 우려되므로 보존 및 관리 조치가 필요하다.

• 한국지역지리학회지
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• 제10권2호
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• pp.313-340
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• 2004

남한산성(南漢山城)은 병자호란을 상징하는 경관요소로서 치욕스러운 과거의 기억을 간직한 채 한강남쪽 평지 한 가운데 솟아있다. 남한산 아래의 고위평탄면상에는 산성의 수축을 계기로 고골(古邑)에서 이전해온 광주부(廣州府)의 치소(治所)가 자리하였는데, 조선시대에 성내동(城內洞)으로 불리다가 1910년에 읍내동(邑內洞), 1914년에는 다시 산성리(山城里)로 개칭되어 오늘에 이르고 있다 생활환경이 열악한 일개 산촌에 불과했던 산성마을은 행정중심지로 계획되었으며 정책적으로 모임(募入)한 300여 호에서 출발하며 전성기에는 600호 가까운 규모로 성장하였다. 성내에는 종묘봉안처(宗廟奉安處)(좌전(左殿)), 사직봉안처(社稷奉安處)(우실(右室)), 행궁(行宮)을 겸한 광주부(廣州府)의 관아(官衙), 수어영(守禦營)과 광주부(廣州府) 소속의 공해, 시장(市場) 등 유교적인 도회도식(都會圖式)에 규정된 기본요소로 구성된 상징경관이 형성되었다. 성내동민(城內洞民)은 복호(復戶)의 혜택이 주어진 산성 안팎의 토지를 경작하고, 상품을 교역하는 한편, 모군(募軍)으로 자신의 노동을 상품화하면서 궁핍한 생활을 이어갔다. 사회경제적인 상황의 변화와 함께 1917년 산성으로 들어오는 길목에 자리한 주막리(酒幕里)가 광주군 신 청사의 입지로 결정되면서 산성취락은 해체단계를 맞아 한적한 벽촌으로 남게된다.

• 건축역사연구
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• 제22권4호
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• pp.35-44
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• 2013

This paper looked into the structure of and changes in the building process of Gijang mountain fortress and its receiving reservoir by analyzing data from an excavation investigation. The structure of the receiving reservoir may be classified into a flat form, stone sheath, floor facility, wall facility, and entry and exit facility. The flat form of the Gijang mountain fortress and receiving reservoir is round. Concerning the sectional form, the wall was obliquely excavated in the trapezoid. As a stone sheath building method, it was built by undertaking a range work of oblong stone materials in a clockwise direction on a stamped soil floor. Then, it was treated with stamping using double layers of gray clay and yellowish brown clay on the floor and the wall. Also, in a space between the stamped layers on the floor, herbal plants and a straw mat were laid for waterproofing as well as to prevent sinking. As an entry and exit facility, two facilities were confirmed symmetrically in the southeast and in the northwest. It is believed that they were built additionally during rebuilding after the initial construction. The building process was revealed to have been carried out in 8 stages. Given the structure and excavated remains, the building period is estimated to be the early to mid 7th century for the initial building, the later 9th to 11th centuries for the primary rebuilding, and the later 16th to early 17th centuries for the secondary rebuilding.

• 보존과학회지
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• 제35권6호
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• pp.670-680
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• 2019

본 연구는 다량의 목제유물이 출토된 삼국시대 함안 성산산성을 비롯하여 동시대로 생각되는 경상권 유적 목제유물의 수종분석 결과를 빗, 목간, 용기류 등의 용도별로 구분하여 비교함으써 용도에 따른 선호 수종이나 요구 특성이 있는지 파악하고자 하였다. 목간과 빗의 경우는 뚜렷한 선호 수종이 나타났고, 용기류의 경우는 비교적 중간 정도의 강도 특성을 갖는 목재로써 일정 부분 수분이 동의 저항성이 있을 것으로 생각되는 수종들이었다.