초록
본 연구에서는 초기양생 중에 수평연속진동을 받는 콘크리트 시험체에 대하여 강도특성이 조사되었다. 실험변수로서 진동속도(0.25, 0.5, 1, 2, 4 kine)와 진동가력시간(3, 6, 12, 24 hrs)을 택하였다. 압축강도, 쪼갬인장강도 및 부착강도가 비교되었으며, 밀도와 재료분리현상이 조사되었다. 실험 결과, 진동속도 0.25 kine에서는 진동가력시간에 관계없이 모든 시험체에서 강도의 감소가 거의 발생하지 않았고, 또한 진동속도 0.5 kine에서 3시간의 진동을 받은 경우에도 강도의 감소가 없었다. 전체 시험체에 있어서 밀도가 증가하였으며, 재료분리현상은 발견되지 않았다.
In this study, strength characteristics of concrete specimens subjected to horizontal continuous vibration during initial curing were investigated. As experimental variables, vibration velocity(0.25, 0.5, 1.0, 2.0, 4.0 kine) and vibration time(3, 6, 12, 24 hrs) were used. Density and segregation of the specimens were also investigated. Vibrating was started soon after placing, and strengths investigated consist of compressive strength, splitting tensile strength, and bond strength. Strengths decrease were hardly occurred at 0.25 kine vibration velocity regardless of vibration times and all strengths were increased for 3 hrs vibration at 0.5 kine vibration velocity. Density was increased for all specimens due to the vibration and there was no serious segregation under even 4 kine vibration velocity.
