• 콘크리트학회논문집
• /
• 제12권5호
• /
• pp.25-34
• /
• 2000

When concrete is placed underwater, it is diluted with separating cementitious material and as a result the quality of concrete becomes poor. To solve this problem, antiwashout underwater concrete is increasingly used for the construction and repair of the concrete structure underwater. The objective of this study is to investigate the characteristics of antiwashout underwater concrete as to the mix proportion, casting and curing water through experimental researches. The unit weight of water and cement, water-cement ratio, fine aggregate ratio, unit weight of antiwashout underwater agent and superplasticizer, and casting and curing water were chosen to measure the suspended solids, pH, air contents, slump flow, unit weight of hardened concrete, and compressive strength. From this study, the incremental modulus at mix proportion design and unit weight of antiwashout underwater agent were increased more than fresh water, and it is a optimum mix proportion that the unit weight of water(and cement) is 230kg/$\textrm{m}^3$(460kg/$\textrm{m}^3$), waterOcement ratio is 50%, fine aggregate ratio is 40%, unit weight of antiwashout underwater agent is 1.2% of water contents per unit weight of concrete, and unit weight of supeplasticizer is 2.5% of cement contents per unit weight of concrete when the antiwashout underwater concrete is used for the underwater work of ocean.

• 콘크리트학회논문집
• /
• 제12권5호
• /
• pp.111-120
• /
• 2000

In case of constructing concrete structure under water, generally concrete mixed with antiwashout admixture, high range water reducer, or AE-water reducing agent etc has been manufactured to ensure the quality of antiwashout underwater concrete because of being difficulty in ascertaining construction situation by the naked eye. The properties of high quality antiwashout underwater concrete that were aimed at affluent fluidity, workability and the compressive strength of 450 kgf/$\textrm{cm}^2$ at 28 ages using two types of blended cements are following as;(1) Setting time of antiwashout underwater concretes using blended cements was more greatly delayed than that of control concrete, however, was satisfied with criteria value of "Quality standard specification of antiwashout admixture for concrete".(2) As a test results of slump flow, efflux time and box elevation of head, it was found that workability of high quality antiwashout underwater concrete was improved. (3) Heat evolution amount of OPC was 1.5 times as high as that of two types of bended cements in 72 hours. (4) Suspended solids of antiwashout underwater concrete using blended cements was more than that of control concrete, also compressive strength of high quality antiwashout underwater concrete was very low in early age, but was better than that of control concrete as to increasing ages.

• 콘크리트학회지
• /
• 제10권6호
• /
• pp.223-231
• /
• 1998

종래의 시멘트 모르터 그라우트 방식에 의한 제자리 콘크리트 말뚝은 시공후 자기수축 및 건조수축 등에 의하여 말뚝의 내력이 저하하고, 지하수에 의하여 재료분리가 발생하며, 많은 단위시멘트량에 의한 비경제성 등이 문제시되고 있다. 그러므로 본 연구는 팽창제 및 플라이애쉬 등 각종 혼화재료를 이용한 제자리 콘크리트 말뚝용 고성능 시멘트 모르터의 역학적 성질이 분석되었다. 실험결과 팽창재 혼입율이 증가함에 따라 유동성은 감소하고, 공기량은 증가하며, 응결시간은 지연되고 압축강도는 7일에서는 감소하나 28일 및 91일 재령인 경우는 팽창제혼입율 5%에서 약간 상승하는 것으로 나타났다. 플라이애쉬치환율이 증가함에 따라 유동성은 양호해지고, 공기량은 증가하며, 응결시간은 지연되고 압축강도는 약간 감소하였다. 또한 길이변화특성은 팽창재혼입율이 증가할수록 크게 팽창하고, 플라이애쉬치환율이 증가할수록 수축은 작은 것으로 나타났다.