• 대한건축학회논문집:구조계
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• 제34권6호
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• pp.55-61
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• 2018

This study aims to analyze the performance of Heated-nonslip using renewable energy to prevent nonslip freezing during winter. For this purpose, power generation system and congratulatory devices using solar energy are designed, and it is designed to provide regular electricity to heat up nonslip through Electrical storage system(ESS). In this study, It is intended to analyze the level of electrical energy suitable for nonslip using 24V or 48V, and to measure the temperature changes and temperature distribution according to the location of the test object. As a result of the experiment, nonslip's frame temperature was measured at $-7.5{\sim}-5^{\circ}C$ on average, and $-1{\sim}-2^{\circ}C$ on the heating cable during the supply of 24V and this could not be the solution for defrosting freezing nonslip in the winter. As a result of heating nonslip by supplying 48V with an electrical power of 8W, the temperature of the nonslip was shown to be between $5^{\circ}C$ and $11^{\circ}C$ to $13^{\circ}C$. Even if the power supply was switched on and off every minute, the temperature did not drop below $4^{\circ}C$ and the frozen ice melted on the nonslip without freezing.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.459-460
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• 2010

이순신 대교 변단면 주탑에 압송관을 이용한 슬립폼 공법을 적용하기 위해서는 공사기간 중 점차 추워지는 날씨와 압송거리 증가에 따른 콘크리트 초기응결특성 변화에 대한 고려를 하지 않으면 안 된다. 또한 급격한 변단면 구간이나 가로보 연결부 등에서 의도적으로 속도를 지연시키기 위한 계획적인 초결시간 변화가 가능해야 한다. 이 연구에서는 OPC, S/C, OPC와 S/C 혼합 및 저발열 시멘트를 이용한 배합시험을 통해 시멘트의 종류, 혼화제, 대기온도에 따른 콘크리트 초기응력특성을 관찰하였다.