• 보존과학회지
• /
• 제11권1호
• /
• pp.38-51
• /
• 2002

벽화 보존처리에서 우선 시 되는 부분은 채색층에 대한 보존처리이다. 채색층이란 그림이 그려진 표면층을 말하며 안료층이라고도 한다. 이러한 채색 층의 보존을 위하여 인위적으로 고착제(固着劑, Fixative)를 사용한다. 고착제란 우리가 일반적으로 알고 있는 접착제를 말하며 그 사용범위는 방대하다. 그 중에서 일부를 보완하여 벽화문화재 현장에서 적용하므로 그 목적성과 사용범위에 의해 고착제라 지칭하는 것이다. 이번 조사를 통하여 그간 유럽에서 사용된 벽화의 이상적인 고착제을 위한 연구성과에서 사용범위, 선택기준, 연구결과 등을 요약 기술하고 우리의 전통적인 접착제를 정리하였다. 현재 합성 수지를 이용한 고착제의 문제점이 과거 처리된 벽화 문화재에서 발생되고 이를 위한 대안을 찾기 위한 노력이 진행 중이다. 특히 동양 벽화의 경우, 전통적인 방법을 통한 해결책을 제시하고 연구 중이다. 우리의 전통 접착제 중, 도박과 같은 해초풀의 활용을 통한 보존처리 현장의 적용이 가능할 것이며, 이를 위한 구체적인 실험과 연구가 절실함을 알 수 있었다.

• 한국산학기술학회논문지
• /
• 제21권6호
• /
• pp.440-447
• /
• 2020

조적구조는 소규모 건축물에서는 내력벽으로 사용되나 일반적으로 비내력벽으로 간주되어 건축물 골조구조의 내부공간을 구분하는 칸막이벽으로 활용되어진다. 또한 조적공사에서 블록이나 벽돌간의 접착제로 모르타르를 사용하는 습식공법은 양생시간이 필요하여 기후조건에 영향을 받으며, 특히 지진과 같은 횡력에 대해 모르타르의 균열로 벽체의 전도붕괴 등이 발생할 수 있어 매우 취약한 구조이다. 본 연구에서는 이러한 조적구조의 약축방향 전단강성을 보완하고 습식공법의 단점을 개선하는 건식 콘크리트블록 공법을 제안하고 그 구조거동을 규명하고자 한다. 이에 본 연구에서는 콘크리트블록의 재료물성을 살펴보고 수평반복하중에 대한 구조거동실험을 통해 제안된 건식조립 콘크리트블록 벽체의 내진성능을 검증하고자 한다. 본 연구결과에 의하면 첫째로, 콘크리트블록은 KS규준에 C종 블록의 재료성능 이상을 확보하고 있어 습식공법을 대신하는 건식공법에 적용할 수 있을 것이다. 둘째로, 수평반복하중에 대한 벽체의 구조성능은 벽체의 수평길이가 길어짐에 따라 사용된 표준형블록의 증가로 다수의 대각선방향 균열대를 형성하면서 조립블록벽체의 내력이 커짐을 알 수 있다. 끝으로 제안된 건식조립 콘크리트블록 벽체구조는 높이와 길이에 의한 벽체의 형상비가 수평 하중을 받는 구조거동에 주요 영향변수로 판단되어 이를 고려한 내진성능평가가 필요하다.

• 한국전통조경학회지
• /
• 제41권1호
• /
• pp.21-34
• /
• 2023

본 연구는 13개 마을 옛 담장의 국가등록문화재 지정 당시 사용된 재료와 축조법을 파악하고, 현장조사를 중심으로 정비에 따른 옛 담장의 구조별 변화 양상을 고찰하였다. 연구의 결과는 다음과 같다. 첫째, 옛 담장은 토석담 10개소와 돌담 5개소로 구성되었으며, 지정 당시 자연석 메쌓기로 막쌓은 돌담은 비슷한 형태를 유지하는 비율이 높았지만, 토석담은 사용한 돌과 줄눈 및 맞댄 면 축조법에 따라서 담장별로 다양하게 변형되었다. 둘째, 옛 담장의 정비로 인해서 변화된 구간을 추출하고 재료의 대체와 첨가, 축조법의 변형 양상을 파악하였다. 지붕부는 내구성과 가격의 효율이 높은 시멘트 기와나 석면 슬레이트로 대체되고, 우수 유입을 막고자 한식 기와에 와구토가 첨가되었다. 벽체부의 자연석은 시공 편의에 따른 발파석, 마름돌, 가공 석재로 대체되고, 보수에 시멘트 블록, 시멘트 벽돌이 사용되었으며, 시멘트 모르타르가 도포되었다. 토석담의 막쌓기가 빗쌓기로 변형되고 찰쌓기는 메쌓기로 바뀌어 경관적, 구조적 문제를 야기하였다. 또한 기초부에 시멘트 모르타르층이 시공되어 자연석 메쌓기로 유도했던 우수의 흐름을 막아버렸다. 셋째, 이러한 정비 양상은 주거공간에 배치된 옛 담장의 속성상 소유주가 일상적 훼손에 대한 비전문적 보수를 반복하고, 문화재 지정으로 인하여 정비를 담당한 수리업체가 지역 재료를 수급하기 어려우며, 옛 담장에 대한 차별성있는 수리시방서가 적용되지 않는 환경에서 기인한다고 판단된다.

• 한국안전학회지
• /
• 제30권1호
• /
• pp.144-149
• /
• 2015

This study aims to quantitatively evaluate failure pressure of wall-thinned elbow under combined load along with internal pressure, by conducting real-scale burst test and finite element analysis together. For quantitative evaluation, failure pressure data was extracted from the real-scale burst test first, and then finite element analysis was carried out to compare with the test result. For the test, the wall-thinning defect of the extrados or intrados inside the center of 90-degree elbow was considered and the loading modes to open or close the specimen maintaining a certain load or displacement were applied. Internal pressure was applied until failure occurred. As a result, when the bending load was applied under the load control condition, the intrados of the defect was more affected by failure pressure than the extrados, and the opening mode was more vulnerable to failure pressure than the closing mode. When the bending load was applied under the displacement control, it was hardly affected by failure pressure though it was slightly different from the defect position. The result of the finite element analysis showed a similar aspect with the test. Moreover, when major factors such as material properties and pipeline thickness were calibrated to accurate values, the analytical results was more similar to the test results.

• 한국산업융합학회 논문집
• /
• 제8권4호
• /
• pp.191-196
• /
• 2005

This study was carried out to investigate the heat storage/release characteristics of the thermochemical reaction of the calcined dolomite with the packed bed shape experimental apparatus for development of chemical heat pump system. In the present study, it was found that MgO of the calcined dolomite was not hydrated during the hydration process under the experimental conditions. Therefore, the MgO of the calcined dolomite can be regard as an inert material. As a result, it was found that all of CaO packed kept the reaction temperature of about $510^{\circ}C$ through the entire part of the bed. The dehydration reaction was incurred first at the wall side area as the supplied heat was transferred through the wall side into the packed bed. As a result of the temperature and concentration spread, the reaction was completed at the wall side progressed into the center.

• 대한수의학회지
• /
• 제47권2호
• /
• pp.191-195
• /
• 2007

This study reveals the unusual case reported for the first time on the selective non digestion of yellow mealworm (Tenebrio molitor) larvae by arowana fish. In January 2005, an Asian arowana (Scleropages formosus) (red variety), from Daesang Tropical Fish Corporation, Seoul, Korea, mortality was observed due to unknown cause. No putative causal factors were suggested by bacteriological and parasitological examinations. Internal examination of the dissected stomach showed some undigested debris with mandible parts of mealworms attached to the mucosal lining of stomach wall. Feeding experiment of yellow mealworm (Tenebrio molitor) was conducted on the silver arowana (Osteoglossum bicirrhosum). Result showed that on the test group, fish released vomitous material containing undigested mandibles of mealworm was observed on the 24th day of the feeding experiment. Histopathological examination of the cross section of the stomach wall layers of the test groups, showed detached parts of the mucosal layer and gastric pits around the damaged area with intact mucularis tissues. While the control group fed with mealworm larvae without head part showed intact stomach wall layers consisting of gastric pit, mucosa and mucularis tissues. Fish on both treatments survived until the termination of experiment. The removal of mealworm larvae head before feeding probably help or aid in the fast digestion of these insect larvae.

• Earthquakes and Structures
• /
• 제7권5호
• /
• pp.647-665
• /
• 2014

Squat reinforced concrete walls require enough shear strength in order to promote flexural yielding, which creates the need for designers of an accurate method for strength prediction. In many cases, especially for existing buildings, strength estimates might be insufficient when more accurate analyses are needed, such as pushover analysis. In this case, estimates of load versus displacement are required for building modeling. A model is developed that predicts the shear load versus shear deformation of squat reinforced concrete walls by means of a panel formulation. In order to provide a simple, design-oriented tool, the formulation considers the wall as a single element, which presents an average strain and stress field for the entire wall. Simple material constitutive laws for concrete and steel are used. The developed models can be divided into two categories: (i) rotating-angle and (ii) fixed-angle models. In the first case, the principal stress/strain direction rotates for each drift increment. This situation is addressed by prescribing the average normal strain of the panel. The formation of a crack, which can be interpreted as a fixed principal strain direction is imposed on the second formulation via calibration of the principal stress/strain direction obtained from the rotating-angle model at a cracking stage. Two alternatives are selected for the cracking point: fcr and 0.5fcr (post-peak). In terms of shear capacity, the model results are compared with an experimental database indicating that the fixed-angle models yield good results. The overall response (load-displacement) is also reasonable well predicted for specimens with diagonal compression failure.

• 한국실내디자인학회논문집
• /
• 제26권6호
• /
• pp.53-61
• /
• 2017

Cityschumers experience the urban with the visual perception while walking an average speed of 4km per hour. At this time, recognition of the color field accounts for more than 70%. Therefore, in this paper the environmental color of urban street is examined by dividing the pedestrian visual field area. In the urban street, the area of the visual field area of the pedestrian is divided into Ground Plane, Roadside, Canopy and Building Wall. In addition, we observe and color survey the environmental color of Exhibition Road, which is the northern side space of South Kensington in London, which adopted the world's first shared space. The color of the visual filed area was dominated as YR, GY, Y, PB. The Ground Pland was dominated by the YR. The reason for this is that the color of the floor has changed due to the shadows of surrounding architecture and facilities. Roadside was dominated in various ways such as GY, BG, PB, B and P. Canopy was mainly composed of PB, GY, etc. It was found that the material color of the lower part of the architecture was reflected. The architecture wall was affected by the reflectance and absorption rate of the transparent material. The first image that comes to mind when thinking about the urban is the street where pedestrians walk, feel and enjoy themselves. Therefore, it is suggested that various policy frameworks for managing and managing urban planning professionals may be different from the perceptions of pedestrians active in mega cities.

• Structural Engineering and Mechanics
• /
• 제5권5호
• /
• pp.599-608
• /
• 1997

The concrete stiffness matrices of membrane elements used in the finite element analysis of wall-type structures are reviewed and discussed. The behavior of cracked reinforced concrete membrane elements is first described by summarizing the constitutive laws of concrete and steel established for the two softened truss models (the rotating-angle softened-truss model and the fixed-angle softened-truss model). These constitutive laws are then related to the concrete stiffness matrices of the two existing cracking models (the rotating-crack model and the fixed-crack model). In view of the weakness in the existing models, a general model of the matrix is proposed. This general matrix includes two Poisson ratios which are not clearly understood at present. It is proposed that all five material properties in the general matrix should be established by new biaxial tests of panels using proportional loading and strain-control procedures.

• 한국농촌건축학회논문집
• /
• 제7권3호
• /
• pp.27-35
• /
• 2005

This study is about finding out characteristic of recognition individual housing in seaside of Donghae. To accomplish this purpose, we survey the 150 houses related to the landscape. Thus the major analysis is to take basic data, such as image(modern, western, traditional, etc) about exterior form of housing corresponding to the landscape. The result summarized as follows First, the elements for the characteristic of recognition were exterior material finish, exterior color, roof type, roof material finish, window size, roof slope, area of wall vs roof. Second, the image of traditional housing was very insufficient to plan landscape of housing with design elements. This research suggests that landscape housing of future is to be environmental landscape design and the proper design is to be various considering not only user's preference but also control of landscape.