• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.47-48
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• 2018

The aim of the research is to suggest the compensating strength values depending on various managing periods of concrete based on the strength development model calculated with equivalent age method for OPC 100 % concrete. As a result, for 28 days of managing period, 6, and 3 MPa of compensating strength values were suggested when the temperatures were from 4 to 9℃, from 9 to 17℃, respectively. Additionally, for 42 days of managing period, 3MPa of compensating strength value was suggested when the temperature was from 4 to 10℃, and for 56 days of managing period, 3 MPa of compensating strength value was suggested when the temperature was from 4 to 5℃. Furthermore, for 28, 42, 56, and 91 days of managing periods, any compensating strength values were needed when the temperature were higher than 17, 10, 5, and 4℃, respectively.

• KIEAE Journal
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• 제8권1호
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• pp.81-86
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• 2008

Due to the recent environmental problems, lots of studies on the solutions to reduce the environmental pollutions are on the way. In the field of construction, concrete that we are currently consuming approximately 1 ton each year is the most common and cheap building material. We must cut down on this preoccupied use of this material and develop an alternative material as recommended by the late environmental standards. In this regard, this study propose the 'yellow soil' as the main substance that composes the final state, 'yellow soil concrete'. This study also aims to analyze the physical and chemical performances of this concrete mixed with the yellow soil by comparing it with the cement and assesses the possibility of its application to the cement. The results of the experiment shows that, assuming the solidity of the cement concrete to be around $210kg/cm^2$ (20.58MPa), the solidity of the yellow soil combined material may be around 45%~55% in terms of the range of W/B use, 200 to 400 in the per unit fission amount and less than 2% in the addition proportion of admixing agents. But the scope of the optimal concoction amount of the yellow soil concrete should better be limited as following. 40% to 50% in W/B, 300 to 400 in the per unit fission amount and less than 2% in the addition of admixing agents.

• 한국컴퓨터정보학회논문지
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• 제7권2호
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• pp.187-195
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• 2002

본 연구에서는 효과적인 e-비즈니스를 실현하기 위해서 기업의 기간시스템으로 간주되는 ERP의 구현사례를 중소기업을 중심으로 분석을 하였다. 특히 기업에서 ERP를 구현하기 위해서 현재의 경영환경 분석을 바탕으로 BPR의 활동을 집중적으로 분석하므로 ERP구현 효과와 시스템 활용실태 및 평가를 도출하게 되었다 즉 BPR활동을 수행한 본 연구의 CM콘크리트사의 ERP구현사례의 분석에서 알 수 있듯이, BPR활동은 성공적인 ERP구현의 필요충분 조건으로 향후 ERP도입을 계획하고 있는 중소기업에게 성공적 ERP시스템 구현은 물론 기업정보시스템의 실행성과를 높일 수 있는 중요한 지침을 제공할 수 있다고 판단된다.

• 한국구조물진단유지관리공학회 논문집
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• 제9권1호
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• pp.243-250
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• 2005

우리나라의 수로교는 구조검토결과 내력부족이 없고 시공결함이 없으며, 사용된 재료나 기술 및 시공된 후의 환경상태 등 모든 조건이 동일함에도 균열, 붕괴 등 구조안전을 위협하는 하자가 대부분 일정간격으로 반복되고 있다. 하자 보수 후 채 손상의 발생은 물론 보수 전 양호하였던 인접교각에까지 손상이 확대되어 감은 물론 보수를 하지 않고 장기간 방치된 경우에도 손상은 확대되었다. 또한 철거 후 재시공한 곳에서도 손상이 반복되는 양상을 보였다. 철근콘크리트조 수로교가 불과 수년경과 후 발생될 수밖에 없었던 손상은 구조적인 결함 때문이 아니라 받침장치의 부식 및 신축유격의 부족 등 기능장치의 결함으로 [대기온도변화에 의한 수로의 길이 방향 신 축 변형의 누적] 이라는 손상 메커니즘의 결과 때문이었다. 따라서 원인과는 무관한 통상적인 방법으로 이루어진 보수는 재 손상이나 이의 확산은 필연적이므로 손상 메커니즘이 형성되지 않도록 설계 및 시공되어야 수로교의 안전 및 내구성 확보가 가능하게 된다.

• 한국안전학회지
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• 제22권3호
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• pp.51-56
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• 2007

In recent years, many research works have been carried out in order to obtain a more controlled durability and long-term performance of concrete structures in chloride containing environments. In particular, the development of new procedures for probability-based durability analysis/design has proved to be very valuable. Although there is still a lack of relevant data, this approach has been successfully applied to some new concrete structures. In this paper, the equation used for modelling of the chloride penetration was based on Fick's Second Law of Diffusion in combination with a time dependent diffusion coefficient. The probability analysis of the durability performance was performed by use of a Monte Carlo Simulation. The procedure was applied to an example based on limited data gathered in this country. The influences of each parameter on the durability of concrete structures are studied and some comments for durability design are given. The new procedure may be very useful in designing an important concrete structures in chloride containing environments. Also it may help to predict the service life of concrete structures under a given probability of failure.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.31-32
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• 2018

Lately, cement mixed siliceous powder waterproofing coating has been used as a waterproofing material in the wet environment condition of an underground concrete structure. Underground is exposed to environmental influences such as pressure of ground water, pressure of soil. However, the quality standard for pressure (water pressure, earth pressure) is not specified in the specification of the cement mixed siliceous powder waterproofing coating. Therefore, in this study, the permeability test was carried out based on the assumption that the durability should be verified in consideration of the environmental aspects of the material in actual field. As a result of the test, the permeability was generated from the inorganic single type material, but it was caused by the sealing failure and the test error, and the permeability was not generated in most of the materials. The results of this study will be analyzed by reviewing the physical properties of the material, and the research direction will be resumed.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.42-43
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• 2018

The research is to suggest the compensating strength values depending on various managing periods of concrete based on the strength development model calculated with equivalent age method for 20% of blast furnace slag replaced concrete. As a result, for 28 days of managing period, 9, 6, and 3MPa of compensating strength values were suggested when the temperatures were from 4 to 6℃, from 6 to 12℃, from 12 to 17℃, respectively. Additionally, for 42 days of managing period, 6 and 3MPa of compensating strength value was suggested when the temperature was from 4 to 7℃, from 7 to 12℃, and for 56 days of managing period, 3MPa of compensating strength value was suggested when the temperature was from 4 to 9℃. Furthermore, for 28, 42, 56, and 91 days of managing periods, any compensating strength values were needed when the temperature were higher than 17, 12, 9, and 4℃, respectively.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.1184-1189
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• 2005

Durability of concrete has been currently issued in the engineering societies and a large number of studies on the concrete corrosion in salty environment have been performed. The reinforcement corrosion, which is the primary reason of deterioration of the concrete structure exposed to chloride environment. is caused by the chloride ions infiltration owing to underground water seeping into the concrete. In this study. the endurance periods using the diffusion equation of the concrete specification have been evaluated on the concrete structures with different addictives for the brand new R/C subway structure exposed to seashore underground water. Furthermore. the guidance for proper use of the addictives and the reasonable thickness of concrete cover are derived for concrete mixing. From the result of the evaluation corresponding to salt damage for Inchon subway line I, the endurance periods of the ordinary Portlandcement concretes are represented as $42\~75$ years and fail to achieve the objective period of 100 years. However, the lower water-cement ratio expands the endurance periods and the blast furnace slag concrete with small quantity of the silica fume, which shows the best performance of corrosion resistance in this study, represents more than 170 years of the endurance period. Moreover, the case of use of blast furnace slag and fly ash together shows the endurance period of $134\~171$ years and it means that the result very satisfies the objective endurance period.

• Nuclear Engineering and Technology
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• 제25권1호
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• pp.63-70
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• 1993

암반동굴 타입의 저준위방사성폐기물 처분장의 보수적인 안전성평가를 처분장 선원항 REPS 모델을 사용하여 수행하였다. 신뢰할만한 핵종별 침출율 예측을 위하여 REPS 모델에서 콘크리트 구조물의 열하시간, 부석의 형태와 부식율. 드럼표면의 부식면적 비, 그리고 핵종의 특성등이 고려되고 있다. 예비평가의 결과로 Cs-137, Ni-63, Sr-90등이 주요한 핵종임을 알 수 있다. 파라메타의 불확실성과 민감도분석을 위하여 라틴하이퍼큐브 샘플링과 Rank Correlation 기법이 사용되었다. 침입자 시나리오를 적용하였을 경우의 예상 피폭선량도 허용치 이하임과 처분장의 환경영향평가에 있어서 비교적 불확실성이 적은 Near Field의 중요성에 대한 인식이 새롭게 강조되어야 할 필요가 있음을 알 수 있었다.

• 한국산업정보학회논문지
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• 제7권1호
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• pp.34-41
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• 2002

본 연구는 산업폐기물인 폐·하수슬러지등의 부산물과 점토등으로 환경오염을 줄이면서 소음방지제로 사용할 수 있는 흡음력이 우수한 다공질의 인공경량골재를 개발하였다. 또한, 이 소재를 레미콘에 일정량을 배합하여 강도와 홉음력을 비교, 시험하는 등 일반의 콘크리트와 배합하여 사용하여도 문제성이 없는지를 검정하고, 소음전도차단 안전설계로 기존의 시공방법과의 소음 전도성 등을 비교 분석해 보았다. 본 연구의 실험결과는 개발한 인공골재와 소음저감 안전설계가 쾌적하고 정온한 주거문화를 창달하기 위한 소음 저감 방법과 생활소음기준 설정에 상당한 기여를 할 것이다.