• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.65-66
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• 2021

Due to the inexperience of stone work and field workmanship, and the preference of simple construction, various problems such as unauthorized cutting of the touch and epoxy bonding are occurring. Therefore, the existing T-type hole construction method was developed to fundamentally control these attempts. As a result of comparison with the control panel method, vibration and noise were reduced by 2dB and 10dB, indicating an excellent effect. Particularly, dust was about 1/102~1/61 in individual values, and the average value was 1/80 (12.5%). The effect of preventing damage and environmental pollution is expected to be great.

• 한국환경보건학회지
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• 제47권5호
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• pp.425-431
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• 2021

Background: This study evaluated the radon contribution rate through an evaluation of the exhalation rate of radon from building materials. Objectives: This study compared and evaluated the computation of the radon contribution rate based on each different exhalation rate in a building. Methods: The six demonstration houses that are the subject of this study are wall structures or Rahmen structures, and include demonstration houses similar to general residential environments and non-finishing houses with some walls exposed. Results: The highest exhalation rate was found at 62.98 Bq/m² per day from the non-finishing floor, and the second highest exhalation rate was from stone materials at 58.76 Bq/m² per day. Based on this result, investigating the contribution rate of building materials derived from building materials among indoor radon concentrations, house three was the highest at 81.7%, and house one was confirmed to be 33.96%. Conclusions: It can be judged that the effect of exposed concrete and stone is high, and that it is possible to reduce radon emitted from indoor building structures by controlling the indoor materials.

• 건축역사연구
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• 제17권4호
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• pp.65-82
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• 2008

The wooden pagoda sites which have been confirmed in Baekjae's former territory so far have flattened surface of the earth or foundation pert made by digging up the earth. In particular, the latter is found more often in the pagoda sites of Baekjae, which is essential and absolutely necessary because of the characteristics of pagoda structure. The wooden pagoda sites with foundation part made by digging up the earth under the stylobate are found at Yongjeongli ruined temple site of Woongjin area, and at Neung-sa temple site, Wangheung-sa temple site, Geumgang-sa temple site, and Mireuk-sa temple site of Sabi period. They are also observed at Hwanglyong-sa nine-storied wooden pagoda of Shilla and at Biin five-storied stone pagoda of early Goryeo. They are important data improving that the construction technologies of Baekjae continued to be applied to build stone or wooden pagodas, transcending time and space. Recently, the site assumed as a wood pagoda site of Hanseong area was examined in Gyeongdang sect ion of Pungnap mud fortification. If this is proved to be a real wooden pagoda site, this digging-up construction technology of foundation part ann be concluded to be a traditional engineering technology of Baekjae which was frequently used from Hanseong period to Sabi period. On the other hand, this digging-up construction technology of foundation part has been found only at pagoda sites and main building sites of temple ruins, and it helps examine their symbolism.

• 암석학회지
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• 제24권3호
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• pp.233-252
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• 2015

이번 연구에서는 체계적이며, 과학적인 탐사방법을 사용하여, 암체별로 석재대상 암반의 열극 측정과 해석으로 그 발달방향, 블록의 예상크기 및 규격석의 산출을 예측하는 방법을 제시하고자 하였다. 시추탐사에서 얻어진 시추공에 대한 텔레뷰어 탐사는 시추 코아 자료에서는 획득하기가 어려운 각종 불연속면(단층, 절리 및 균열 등)의 정확한 경사방향, 경사각 및 연장 상태에 대한 정보를 정확하게 구현할 수 있으며, 이들을 종합하여 삼차원적인 절리의 발달 상태를 예측할 수 있다. 또한 절리 연장상태가 고려된 절리구조 3차원 입체 영상에서는 석산 내 어느 지역에 절리 분포 상황을 전체적으로 파악할 수 있기 때문에 석산 개발 계획 수립을 위해 바람직한 자료가 될 것으로 판단된다. 이 연구에서는 거창지역의 석산을 대상으로 지하 심부의 절리의 연장상태를 예측하는 방법을 이용하여 석재암반에 대한 정량적인 해석을 수행하였으며, 매장량을 산출하는데 있어서 필요한 여러 요소들을 적용하여 적정한 가채물량을 추정하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 추계 학술논문 발표대회
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• pp.19-22
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• 2007

This study discussed the prevention of the spalling and improvement of the fire resistance performance how to fill up lightweight foamed concrete on high strength RC column attached with the stone panel. The destructive spalling extremely occur caused by sudden high temperature and increased vapor pressure corresponding to falling the ston panel at all RC column, and the steel bar is exposed. The stone panel fall off about 30 minutes and spalling occur about 70 minutes on Plan RC column, fire endurance paint, and fire endurance mortar, so it can be confirmed that fire endurance paint and mortar, which is used as fire endurance material, are not effective. In the other side, it can be protected from fire about $120{\sim}140$ minutes when the lightweight foamed concrete is used as fire endurance material. For the weight loss after the fire test, plain is 33, fire endurance paint is 37%, and fire endurance mortar s 40.7%. And W/B 60%-3 is 53.4%, 60%-1.5 is 40.1%,65%-3 is 39.4%, and 65%-1.5% is 47.1. Overall, the weight loss of the plain is lower than that of the lightweight foamed concrete.

• 문화기술의 융합
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• 제9권1호
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• pp.711-716
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• 2023

건축물 신축공사 및 리모델링 공사의 고급화 전략으로 많은 양의 석재가 필요하며 콘크리트의 생산에 필요한 강모래 강자갈의 부족으로 많은 석산에서 골재를 채취하여야 하는 실정이다. 본 연구는 건축용 석재개발의 사례를 살펴보고 지역의 주민 의식조사를 실시하고 분석하여 주민들의 석산개발에 대한 생각을 알아보고 석산개발에 따른 황폐화의 대안으로 그 지역을 개발하여 효율적인 자원으로 재활용할 수 있는 방안을 제시하는데 기초 연구를 진행하였다. 그 결과. 지역주민들은 채석장 사용에 대하여 많은 반감을 가지고 있으므로, 거주민의 지역과는 거리가 있는 지역을 채석장으로 활용할 필요가 있으며, 기존에 황폐화된 지역은 포천 아트벨리와 같이 그 지역을 잘 연구하여 그 지역 특성에 맞는 방향으로 복원 및 개발을 추진하는 것이 바람직하다는 결론을 얻었다.

• 건축역사연구
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• 제23권1호
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• pp.21-31
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• 2014

The paper analyzed the excavational data from Bupyeong-office in Ulsan county in Chosun Dynasty, examined the composition of the community estimated at station community, and studied the duration of the community by using the excavated relics. In addition, the paper compared the excavational data with documentary records, studied the location Bupyeong-office, and investigated the size of station community overall. Community compositions such as buildings, residential place, pits, stoves, hemp kilns, cremation tombs, and farming appliances were identified. When compared to excavated relics such as tiles, white porcelain jars, agrayish-blue-powdered celadons, and celadon porcelains from building, residance, and pits, the community existed during 14C~17C. The station location was on the west side to the quarters for Byongmajuldosa of the Left Gyeongsangdo at King's location according to the old maps and documentary records. It is widely expected that No, 201 foundation stone buildings at Pyungsan relic I was related to the station because there was a distinctions on the stone pillar waterway and high quality of location in the size(the front 9 sections ${\times}$ the side 1 section) and the community. According to the building's functions and duplication relations in the community, it is regarded that there were 33~40 ground buildings, 40~45 pitting buildings, storages or 15~30 other purpose buildings, and 5~7 public buildings around No, 210 building in Bupyeong-office town.

• Geomechanics and Engineering
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• 제13권2호
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• pp.255-267
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• 2017

Soft clay strata can suffer significant settlement or stability problems under building loads. Among the methods proposed to strengthen weak soils is the application of a stone masonry trench (SMT) beneath RC strip foundations (as a masonry pad-stone). Although, SMTs are frequently employed in engineering practice; however, the effectiveness of SMTs on the ultimate bearing capacity improvement of a strip footing rested on a weak clay stratum has not been investigated quantitatively, yet. Therefore, the expected increase of bearing capacity of strip footings reinforced with SMTs is of interest and needs to be evaluated. This study presents a two-dimensional numerical model using the discrete element method (DEM) to capture the ultimate load-bearing capacity of a strip footing on a soft clay reinforced with a SMT. The developed DEM model was then used to perform a parametric study to investigate the effects of SMT geometry and properties on the footing bearing capacity with and without the presence of surcharge. The dimensions of the SMTs were varied to determine the optimum trench relative depth. The study showed that inclusion of a SMT of optimum dimension in a soft clay can improve the bearing capacity of a strip footing up to a factor of 3.5.

• 한국지진공학회논문집
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• 제19권3호
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• pp.103-108
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• 2015

This work introduces a modal testing and analysis results of the mock-up for a layered stone pagoda. The pagoda has been horizontally excited by an impact hammer. As to the measured acceleration time responses, the first five lower mode shapes and natural frequency are extracted by the TDD technique. It is observed that the time delay of a shear wave occurs through friction surfaces. Such phenomena cannot be described by using the traditional analytical models such as a continuum cantilever beam model or a discrete shear building model. However, the time delay typically affects only the phases of the pagoda system. The frequencies of the pagoda system are not affected by such time delay. It is found in the first time that the layered stone pagoda system has a set of closely placed modes in near of natural frequency. It is believed that such modes are due to the friction characteristics in friction surfaces. Based on the stick-slip friction model, it seems that the one of the closely placed mode can be a self-excited one.

• 산업진흥연구
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• 제5권2호
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• pp.27-32
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• 2020

본 연구는 조선시대 왕릉 석인상의 크기에 관한 연구로서 분석 결과를 요약하면, 석인상의 문인석, 무인석은 1600년대에는 크기가 증가하였다가 1700년대에는 크기가 다소 감소하였으나 1800년대에는 석인상의 크기가 증가하는 것으로 평균 분석 결과 확인되었다. 조선 왕릉의 석인상은 당시 인물을 반영하고 있으며, 이를 통하여 그 시대 인물상의 전형을 살펴볼 수 있다. 왕릉은 일관성과 고유성을 지니고 있으며, 석인상의 크기에 관한 규범은 시대별 변화를 보이고 있었다. 지배계급의 권위적 상징의 건축물로서 의식과 법제에 따라 왕릉이 축조된 국가적 공사였다. 조선시대 묘의 석인상 크기는 능의 석인상에 비하여 약 90cm의 차이로 작았으며 조선전기에 제작된 석물은 지위에 따라 석물의 크기에 차등을 두었다고 한다. 본 연구에서는 조선 왕릉 석인상의 연대별 석물 크기를 확인하는데 본 연구의 의의가 있다.