초고성능 콘크리트(UHPC)는 낮은 물-결합재비(W/B), 고성능 감수제(SP), 혼화재 및 강섬유(Steel Fiber)의 혼입으로 일반 콘크리트보다 유동성, 강도 등에서 월등히 우수한 성능을 지닌 건설 재료이다. 본 연구에서는 진동밀로 분쇄하여 시멘트의 분말도를 6000cm2/g급 까지 높여 최적의 초고성능 모르타르를 제작하였다. 또한, UHPC의 특성상 시멘트, 혼화재뿐만 아니라 화학 혼화제 혼입량에 따라 물성에 많은 차이를 나타내기 때문에 최적의 화학 혼화제를 도출하기 위하여 고성능 혼화제에 따른 물성 평가 실험도 수행하였다. 분쇄된 시멘트를 활용한 초고성능 모르타르의 유동성, 강도 등 물성 테스트를 진행하였으며, 경제성을 고려하여 강섬유와 기타 혼화재를 혼입하지 않고 목표 물성을 달성하고자 하였다. 실험결과, 모든배합에서 플로우 값은 목표치 180±10mm를 확보하였으며, W/B 20%, SP 0.8%에서 최대 압축강도 90MPa, 휨강도 16.8MPa까지 나타났다.

This study was aimed to investigate the effect of blending cement with crushed aggregate powder on the setting time. crushed aggregate powder was incorporated with the ratio of 0~30 wt.% of cement. The experimental results presented that there was little influence on the intial setting time, whereas the final setting time decreased by blending with higher amount of crushed aggregate powder.

Waste stone sludge generated during the collection of crushed aggregate is difficult to use due to high moisture content. Production of 1 ton aggregate generates approximately 0.25 tons of waste stone sludge. Considering the total crushed aggregate collection in 2012 of about 100 million tons, it can be estimated that 25 million tons of waste stone sludge is generated annually. Recycling of waste stone sludge is made difficult by the high moisture content of 30%. Therefore, to make recycling this process must be a drying process, which makes a fine powder of even better quality that can use as an additive. The purpose of this study is to analyze the changes in physical properties caused by the use of dried waste stone sludge as an additive in the extrusion of cement. A test specimen was made, substituting 50% of the silica with waste stone sludge, and physical performance evaluation was performed. Results showed that 50% substitution of silica resulted in no difference in moldability, but a slight increase in the water content required for the same workability was found. Flexural strength and drying shrinkage were found to be 97% of normal levels, but satisfied the specified performance in the KS F 4735 standard.