양생온도에 따른 수중불분리성 콘크리트의 물리.역학적 특성

Mechanical and Physical of Antiwashout Underwater Concrete under Different Curing Temperature

  • 이병덕 (한국도로공사 도로연구소 연구원) ;
  • 원종필 (한국도로공사 도로연구소 책임연구원) ;
  • 안태송 (한국도로공사도로연구소 책임연구원)
  • 발행 : 1997.04.01

초록

This paper is evaluated for properties of aggregate and antiwashout admixture not only to minimize segregation and water contamination of underwater concrete but also to meet concrete quality required. Two antiwashout admixtures used in this study were available domestically and slump flow, pH, setting time, and filing property of fresh concrete and the compressive strength, flexural strength under water and in the air under 2 different curing conditions ($10^{\cire}C$ and $20^{\cire}C$ ) were measured. Compressive strength ratio of specimens cured in and water temperature $10^{\cire}C$ /$20^{\cire}C$ added HPEC and HPMC was 64% and 89%, respectively. Relative compressive strength of 2 kinds observed higher concrete added HPEC, 3% at $10^{\cire}C$ curing temperature, 34% at $20^{\cire}C$ . The flexural strength of specimens made under water was 1/4~1/6 of compressive strength similar to the existing data in the literature.

키워드