일반강도 콘크리트의 건조수축 저감방안에 관한 기초적 연구
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 단국대학교 리모델링연구소
ㆍ수록지정보 : 리모델링 연구소 논문집 / 10권 / 1호
ㆍ저자명 : 최원일, 남경용, 하정수, 정상진
ㆍ저자명 : 최원일, 남경용, 하정수, 정상진
영어 초록
In this study, the drying shrinkage of concrete used for the reduction of expansive additive and shrinkage reducing agent committed to the concrete Mixing characteristics, compressive strength and drying shrinkage of examining my new honhwajaeryoin elements by putting in concrete Their characteristics were compared and analyzed. Experiments, SP was fixed jeryangeul equally expansive additive and shrinkage reducing agent in the formulation of the Injection rate increased with increasing fluidity, shrinkage reducing air flow rates increase the amount of air even if the input Increases with, and if the expansion of re-injection rates increase rather than decrease was found that the volume of air. I committed to the elements of the concrete, but an increase in inputs even if the air content of concrete or no liquidity Were confirmed to have no effect. In addition, the compressive strength test Shrinkage Reducing the dosage increases, Tended strength falls, inflation 5.0% of material inputs in the formulation was found to be the highest. Element material Concrete with Shrinkage Reducing committed a similar compressive strength falls with increasing dosage tended Unlike the small degree of shrinkage reducing agent was affected. Shrinkage characteristics include all three admixture With increasing dosage can reduce the drying shrinkage was observed that, if the shrinkage reducing agent, of the elements and almost Reducing the level of contraction was found to be. Therefore, the element first, if you commit to concrete admixtures to Characteristics of the concrete mix does not affect the lapse rate contract that can be used as a highly admixture is judged to behere.