• 콘크리트학회지
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• 제5권3호
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• pp.10-18
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• 1993

• 콘크리트학회지
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• 제5권3호
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• pp.19-30
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• 1993

• 콘크리트학회지
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• 제5권3호
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• pp.45-54
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• 1993

• 콘크리트학회지
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• 제5권3호
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• pp.55-62
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• 1993

• 콘크리트학회지
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• 제28권4호
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• pp.20-25
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• 2016

• 콘크리트학회지
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• 제9권2호
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• pp.23-29
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• 1997

• 한국건축시공학회지
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• 제19권4호
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• pp.307-312
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• 2019

레미콘 제조 시 발생되는 슬러지는 폐기물로 분류되어 높은 비용을 지불하며 처리를 하고 있다. 특히 중소레미콘 업체에서는 이 비용이 큰 부담으로 작용되며, 일부 업체에서는 불법적인 처리가 발생되고 있는 실정이다. 따라서 본 연구에서는 레미콘슬러지를 콘크리트블록용 조성물로 재활용하는 방법을 제시 하는데 그 목적이 있다. 레미콘슬러지를 단순 건조하여 사용 하였을 때에는 슬러지에 포함된 잔류화학혼화제와 에트린가이트가 존재하여 콘크리트블록의 압축강도, 동결융해 후 압축강도 물리적성능이 크게 떨어져 콘크리트호안 및 옹벽블록의 품질기준을 만족하지 못하는 것으로 나타났다. 물리적 성능을 만족시키기 위한 방법으로 레미콘슬러지를 $900^{\circ}C$정도의 고온에서 소성시켜 에트린가이트와 잔류 화학혼화제 등을 분해시킨 후 사용하는 것이 우수한 것으로 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제3권1호
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• pp.163-169
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• 1999

The object of this study is to compare properties of massive fly-ash concrete with plain concrete. Two concrete mixtures comprising two batch each $1.0m^3$ in volume, were made from ready mixed concrete batch plant. The water-to-cementitious materials ratio was kept constant at 51.4%. Therefore, massive concrete specimen($W800{\times}D800{\times}H800mm$) was cast from ready mixed concrete to analyze history of temperature and core strength properties. Bleeding, time of slump loss and time of setting of the fresh concrete were measured. In order to estimate the properties of massive fly-ash concrete in hardened concrete, non-destructive tests such as rebound hardness, ultrasonic pulse velocity and maturity were performed and analyzed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.507-512
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• 2002

In road pavements, it is known that cement concrete pavement has superior durability. But in repairing pavement, cement concrete pavement is not usually applied because of the length of time while the road is interrupted when using Ordinary and Rapid-hardening Portland Cement. And Super High Early Strength Cement and Ultra Super High Early Strength Cement are not favorable for ready mixed concrete because of rapid setting time, high slump loss and other restrictions. We developed special cement developing 1 day strength of over 30.0N/$mm^2$ to open the road within 1 day and workable time is maintained over 1 hour so that it can be used as ready mixed concrete. We performed experimental overlay construction with concrete and evaluated the properties of the fresh and hardened concrete. The flexural strength was over 5.0N/$mm^2$ and the compressive strength was over 30N/$mm^2$ at 1 day. So it is thought that the road can be open to traffic within 1 day after placement.

• Computers and Concrete
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• 제21권5호
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• pp.531-538
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• 2018

The slag through sieve #4 replaced the natural fine aggregate in different proportions (0-50%) to make ready-mixed soil and slag (RMSAS). The fresh properties studied, and the concrete specimens were produced to test the hardened properties at different ages. Results showed that the workability of RMSAS decreases when the replacement increases. The unit weight increases with the replacement. The setting time extends when the replacement decreases and shortens when the replacement increases. The compressive strength, ultrasonic pulse velocity and hammer rebound value increase with the replacement. However, the high-replacement results decrease because of the expansion factor at late age. Resistivity is close and less than $20k{\Omega}-cm$. After the industrial of steelmaking by-products are processed properly, they can be used in civil engineering, not only as a substitute for natural resources and to reduce costs, but also to provide environmental protection.