• 한국습지학회지
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• 제19권1호
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• pp.63-68
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• 2017

노후화된 하수관거가 증가함에 따라 친환경적이며 효율적인 하수관거의 보수가 필요하다. 본 연구에서는 유리섬유와 뒤틀림 방지 밴드를 이용한 하수관거의 강도 및 뒤틀림을 방지 할 수 있는 하수관거 보수 공법의 성능을 평가하였다. 기존의 하수관거 부분 보수 공법과 비교하여 인장 강도, 압축 강도 및 파괴하중이 증가하였다. 또한 기존에 고려되지 않던 뒤틀림 방지 효과도 확인하였으며, 경제성도 우수한 것으로 나타났다. 향 후 본 연구를 통해 검증한 유리섬유와 뒤틀림 방지 밴드를 이용한 하수관거 보수 공법은 친환경적 및 효과적인 하수관거 보수 공법으로 활용 가능할 것으로 판단된다.

• 대한방사선치료학회지
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• 제6권1호
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• pp.21-30
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• 1994

To analyze the states of operation of radiotherapy facilities in the period from 1979 to 1992 and to get the base for efficient operation and maintenance of the radiotherapy facilities. Data on the records of annual number of patients operated by each facility; span of suspension of operation, the cost and span of repairing, and parts of oui-of-order in the period from 1979 to 1992 were analyzed. We made a comparative analysis of average annual number of patients, annual span of the suspension of operation, annual cost ratio of repair, span of repairing per break down, and total number of broken parts. We could get following annual number of patients(day), span of the suspension of span ($\%$)(day). annual cost ratio fo repair($\%$), span of repairing per break down(Min-Max, day), and number of broken parts from this analysis. 1. Cobalt unit (Picker C-9) : 10,389(43), 0.4(0.83) 0.07, 1hr-2, 3 2. Linac(Clinac 6/100) : 11,492(50), 4.0(9.57), 0.98, 1hr-30, 12 3. Linac(Clinac 18) : 9.115(44), 12.7(30.5), 3.54, 1hr-108. 41 4. Simulator(Picker Ther-X) : 2,017(9), 0.51(1.3), 0.24, 1hr-2, 7 5. RTP(Capentec Cap-plan) : 528(2), 0.4(0.93), - hrs, - The conclusion obtained from statistical analysis above are as follows. 1. The rate of operation of Cobalt unit($99.6\%$) was higher that of Linear Accelerators ($87.3\%$). The rates operation of Simulator and RTP computer were very close to that of Cobalt unit. 2. In order to raise up the working ratio of accelerator. it is desirable that we keep our engineer to learn a sufficient technical skill and the equipment agent to stock sufficient spare parts. 3. In order to maintain Linear Accelerator efficiently, it is desirable to have annually $2.3\%$ of the purchase price of equiment for repairing.

• 국제초고층학회논문집
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• 제10권4호
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• pp.323-334
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• 2021

Concrete structures may rarely collapse in fire incidents but fire induced damage to structural members is inevitable as a result of material degradation and thermal expansion. This requires certain repairing measures to be applied to restore the performance of post-fire members. A brief review on investigation of post-fire damage of concrete material and concrete structural members is presented in this paper, followed by a review of post-fire repair research regarding various types of repairing techniques (FRP, steel plate, and concrete section enlargement) and different type of structural members including columns, beams, and slabs. Particularly, the fire scenarios adopted in these studies leading to damage are categorized as three levels according to the duration of gas-phase temperature above 600℃ (t₆₀₀). The repair effectiveness in terms of recovered performance of concrete structural members compared to the initial undamaged performance has been summarized and compared regarding the repairing techniques and fire intensity levels. The complied results have shown that recovering the ultimate strength is achievable but the stiffness recovery is difficult. Moreover, the current fire loading scenarios adopted in the post-fire repair research are mostly idealized as constant heating rates or standard fire curves, which may have produced unrealistic fire damage patterns and the associated repairing techniques may be not practical. For future studies, the realistic fire impact and the system-level structural damage investigation are necessary.

• Journal of information and communication convergence engineering
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• 제9권5호
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• pp.615-618
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• 2011

Living cells generate the cell cycle or apoptosis, depending on the course will be repeated. If an error occurs during this period of life in order to maintain the cells in the peripheral cells find the error portion. These cellular functions were applied to the system to simulate the circuit. Circuit implementation of the present study was constructed the redundant structure in order to found the error quickly. Self-repairing of digital systems as an advanced form of fault-tolerance has been increasingly receiving attention according as digital systems have been more and more complex and speed-up especially for urgent systems or those working on extreme environments such as deep sea and outer space. Simulating the process of cell differentiation algorithm was confirmed by the FPGA on the counter circuit. If an error occurs on the circuit where the error was quickly locate and repair. In this paper, we propose a novel self-repair architecture for fast and robust fault-recovery that can easily apply to real, complex digital systems. These Self-Repairing Algorithms make it possible for the application digital systems to be alive even though in very noisy and extreme environments.

• Structural Engineering and Mechanics
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• 제75권1호
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• pp.19-32
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• 2020

Due to repetitive traffic loadings and environmental attacks, reinforced concrete (RC) bridge deck slabs are suffering from severe degradation, which makes structural repairing an urgency. In this study, the fatigue performance of an RC bridge deck repairing technique using ultra-high performance fiber reinforcement concrete (UHPFRC) overlay is assessed experimentally with a wheel-type loading set-up as well as analytically based on finite element method (FEM) using a crack bridging degradation concept. In both approaches, an original RC slab is firstly preloaded to achieve a partly damaged RC slab which is then repaired with UHPFRC overlay and reloaded. The results indicate that the developed analytical method can predict the experimental fatigue behaviors including displacement evolutions and crack patterns reasonably well. In addition, as the shear stress in the concrete/UHPFRC interface stays relatively low over the calculations, this interface can be simply simulated as perfect. Moreover, superior to the experiments, the numerical method provides fatigue behaviors of not only the repaired but also the unrepaired RC slabs. Due to the high strengths and cracking resistance of UHPFRC, the repaired slab exhibited a decelerated deterioration rate and an extended fatigue life compared with the unrepaired slab. Therefore, the proposed repairing scheme can afford significant strengthen effects and act as a reference for future practices and engineering applications.

• KIEAE Journal
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• 제3권3호
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• pp.67-74
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• 2003

The repair and maintenance planning is the principal transaction to prevent from the degradation of apartment buildings to prolong their lives. Various building components as part of living area should be maintained properly and timely before critical defects are realized, then the building life might be extended until the limit of its usability. In other words, various building components such as utilities, finishes and structural members are needed to be repaired and replaced in different time interval after completion. To do this systematically, a maintenance management system for Long-Range Planning (LRP) needs developing. The LRP should be figured out based on the forecast of repairing and replacing cycle of building components according to work trades. And the precise forecast of repairing and replacing time of the components helps to enhance the usability of the developed system. The purpose of this paper is to suggest a system with which apartment building managers carry out the tasks of periodical check, diagnosis and replacement of building components based on the maintenance calendar. By using the system, they can easily forecast repairing and replacing time of the components with the consideration of life cycle of building materials and build the LRP.

• Structural Engineering and Mechanics
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• 제54권3호
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• pp.521-543
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• 2015

Depending on the damage type as well as the level of damage observed after the earthquake, certain measures should be taken for the damaged buildings. In this study, structural repairing of two different types of damaged RC beam-column assembly by carbon fiber-reinforced polymer sheets is investigated in detail as a member repairing technique. Two types of 1:1 scale test specimens, which represent the exterior RC beam-column connection taken from inflection points of the frame, are utilized. The first specimen is designed according to the current Turkish Earthquake Code, whereas the second one represents a deficient RC beam-column assembly. Both of the specimens were subjected to cyclic quasistatic loading in the laboratory and different levels of structural damage were observed. The first specimen displayed a ductile response with the damage concentrated in the beam. However, in the second specimen, the beam-column joint was severely damaged while the rest of the members did not attain their capacities. Depending on the damage type of the specimens, the damaged members were repaired by CFRP wrapping with different configurations. After testing the repaired specimens, it is found that former capacities of the damaged members were mostly recovered by the application of CFRPs on the damaged members.

• 한국유기농업학회지
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• 제3권1호
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• pp.11-22
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• 1994

Exposing plant organs to high doses of ionizing irradiation, penetrating into the plant tis-sues and cells, along the track structure of particles, lesions, and sublesions are formed on the molecules and organelles. As a result, disorders in the growth and development as well as chlorophyll-deficiency symptoms occur. The time scale of their reparation, recovery and over compensation during ontogenesis, constitutes a question of high theoretical and practical importanced, with special regard to nuclear fallout. With an aim to model the “ut supra”stated phenomena, the seeds of bean, Echo elit licensed variety, were irradiated by 300 Gy dose of X-ray-irradiation (120 kV:4.5 mA). According to the data obtained, the biosynthesis of photosynthetic pigments, will have been completed by the beginning of flowering. In consequence of the overcompensation of the repairing processes, the organs of plants developed from irradiated seeds, showed a partly differing correlative growth, compared to those of control plants. In order to characterize the vivo response of radiation-injured plants, a new method and approach were used. The changes of the electric capacitance of the plants during their ontogenesis, were continously monitored and recorede via a computer-aided and controlled measurement. In view of the data collected in such a way, the repairing plants may respond more quickly and intensively to the changes of environmental factors.

• 한국건설순환자원학회논문집
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• 제2권1호
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• pp.1-9
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• 2014

본 연구에서는 탄소배출 평가기법을 이용한 자재생산단계, 운송단계, 시공단계 뿐 아니라 보수시기 및 보수단위 탄소량을 고려하여 콘크리트 교각의 탄소배출량을 평가하였다. 혼화재료를 포함한 4가지 배합이 고려되었고 Life 365를 이용하여 염화물 침투를 평가하였으며, 이에 따른 보수횟수 및 보수시기를 설정하였다. 또한 목표내구수명동안 구조물의 피복두께를 걷어내어 재타설한 경우와 재타설 후 잔존염화물량을 제거하기 위한 전기화학적 공정의 사용유무에 따른 탄소배출량을 평가하였다. 평가결과 높은 물-결합재비를 가진 배합은 초기 시공단계에서의 탄소량은 상대적으로 적지만 보수횟수의 증가에 따라 탄소량이 증가하였으며, 탈염공법이 적용되는 경우 보수시의 단위 탄소량에 따라 전과정 탄소량이 크게 증가하였다. 보수횟수에 따라 탄소량의 증가가 발생하는데, W/B37-OPC의 경우 9번, W/B50-OPC에서는 18번, W/B40-SG에서는 4번, W/B74-SG는 7번으로 평가되었다. 더 긴 보수 불필요 기간을 가진 RC 구조물이 탄소량 감소에 유리함을 알 수 있다.

• 한국전통조경학회지
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• 제37권4호
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• pp.1-10
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• 2019

본 연구는 과거 전통조경공간의 설계 및 시공과 오늘날 이를 유지 계승하기 위한 문화재수리 및 정비 등의 시공방법을 임원경제지 섬용지와 문화재수리 표준시방서를 토대로 서술방식, 전통조경 분야 관련 공정 추출, 시공방법을 상호 비교하였으며, 그 결과는 다음과 같다. 첫째, 임원경제지 섬용지와 문화재수리 표준시방서의 서술방식 및 전통조경 분야 관련 공정을 살펴본 결과 임원경제지 섬용지는 생활공간 전반의 시공방법을 집대성한 백과사전서로 구성요소별 시공방법의 사용처, 효과, 장·단점을 서술하고 구체적인 수치를 제시하여 전통조경공간 시공의 제도의 보급을 목적으로 삼았다. 문화재수리 표준시방서는 문화재 수리의 공정 전반을 제시하였으며, 문화재 수리 현장에서 참고할 수 있는 일종의 지침서 역할을 하고 있다. 이중 기초공사, 지붕공사, 조경공사, 담장공사 등이 전통조경분야에 적용될 수 있는 주요 항목으로 도출되었다. 둘째, 전통조경공간 시공방법을 기초공사와 지붕공사, 조경공사, 담장공사 등의 공정으로 구분하여 분석해보면, 기초공사는 지반을 다지는 과정을 반복하는 방식이다. 지붕공사 중 기와지붕 조성은 서까래 위에 산자를 설치하고 기와를 쌓았으며, 초가지붕은 볏짚을 여러 다발로 묶어 차례로 지붕을 덮었다. 석판지붕은 기와 대신 얇고 넓은 돌을 사용하였으며, 너와지붕은 나무판자를, 굴피지붕은 건조시킨 굴피를 여러 겹으로 깔아 조성하였다. 조경공사는 주로 잡석다짐을 통한 포장기법과 여러 단을 조성하고 상부에 석물이나 화초나 관목 등을 식재하는 화계 시공이 주를 이루고 있고 담장공사는 쌓는 재료에 따라 흙을 다져 쌓은 토담, 돌과 진흙을 사용한 돌담, 기와로 무늬를 만든 영롱담, 널판을 벽면으로 사용하는 판장 시공 등이 도출되었다. 셋째, 임원경제지 섬용지와 문화재수리 표준시방서의 시공방법을 비교해보면, 임원경제지 섬용지는 전통공간의 신규 조성을 위한 시공방법의 표준화에 중점을 두고, 문화재수리 표준시방서는 문화재 수리 현장의 다양성을 고려한 전반적인 시공 절차를 제공하여 시공의 범위 설정에 차이가 있다. 또한 과거 전통조경공간은 일상거주공간이었으나 오늘날에는 문화재로 지정된 곳으로서 기 구축된 시설의 유지관리 공정이 이루어지며, 관람환경 조성을 위한 시공방법이 추가되었다. 전통지식의 계승 차원에서 과거의 시공방식은 오늘날 문화재 수리에도 일정 부분 유사한 방법들이 확인되며, 일부 소재나 배합방식, 후대 추가된 시설의 구분, 효율적인 시공방식의 도입 등 전통기술을 재구성한 사례도 확인되었다.