• Magazine of the Korea Concrete Institute
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• v.14 no.4
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• pp.14-21
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• 2002

국내에서 시공되는 콘크리트 구조물의 대부분은 레미콘(ready-mixed concrete)으로 시공되고 있기 때문에 레미콘의 품질관리(quality control) 및 품질확보(quality security)는 곧 콘크리트 구조물의 품질과 내구성의 확보를 위해 매우 중요한 사항이다. 최근 콘크리트 구조물의 잦은 사고로 인해 콘크리트의 품질문제가 사회문제로 나타나고 있으며 이에 대비한 콘크리트 품질보증 시스템의 확립이 시급한 실정이다. 그러나 레미콘의 품질환경은 원재료의 품질저하, 레미콘 운반시간의 증대 및 기술개발의 미흡 등 주변여건이 좋은 편은 아니며 레미콘 산업도 경쟁시대에 돌입하면서 레미콘 품질이나 기술우위의 시대로 변화되고 있다.(중략)

• Korean Journal of Construction Engineering and Management
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• v.13 no.2
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• pp.48-57
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• 2012

A variety of studies on concrete have been performed to examine the advantages for structural material, but less attention has been paid to the contribution of concrete to finishing. Due to this matter, specific management guidelines for construction and quality on exposed concrete have not been clearly established despite more construction cost and quality control are required. This study analyzed a impact factors on the quality by survey of the existing research and practice. Field tests were performed using mock-up models to analyze the quality of exposed concrete according to form manufacture method, concrete mix proportion, and concrete placing method. Results indicate that the quality of exposed concrete was determined by concrete mix proportion and construction managements. Guidelines of quality control on exposed concrete in construction stages were proposed.

• Magazine of the Korea Concrete Institute
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• v.9 no.2
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• pp.13-22
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• 1997

• Magazine of the Korea Concrete Institute
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• v.9 no.2
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• pp.30-38
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• 1997

• Magazine of the Korea Concrete Institute
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• v.7 no.2
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• pp.43-51
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• 1995

• Magazine of the Korea Concrete Institute
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• v.7 no.2
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• pp.23-37
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• 1995

• Magazine of the Korea Concrete Institute
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• v.7 no.2
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• pp.38-42
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• 1995

• Magazine of the Korea Concrete Institute
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• v.9 no.2
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• pp.4-12
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• 1997

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.609-612
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• 2008

This study investigated effect of recycled fine aggregate quality on strength properties of concrete. Some investigations have been carried out to study the strength properties of recycled aggregate concrete. But these have some limitation due to small-scale test in the laboratory. Therefore concrete using this study were fabricated by ready-mix concrete. Variables were quality of recycled fine aggregate(high and low quality) and replacement ratio of 0%, 30%, 60%, 100%(high quality), 35, 70%(low quality). The change of air content of recycled aggregate concrete were similar to natural aggregate concrete. Replacement ratio of recycled aggregate was not necessarily correlated with compressive strength and modulus of rupture of recycled aggregate concrete.

• Magazine of the Korea Concrete Institute
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• v.7 no.2
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• pp.52-59
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• 1995