매입형 히트파이프를 이용한 매스콘크리트 수화열 분산 효과
Dispersion Effect of Hydration Heat in Mass Concrete Using Embedded Heat Pipe
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Although most of existing hydration heat control methods show a certain degree of hydration heat control, generally, there are many problems as mentioned above. Therefore, our laboratory previously developed a hydration heat control method using an exposed heat pipe, which solves most of these problems and simultaneously displays excellent hydration heat control. Unfortunately, even this method had some problems such as the processing, transport, and assembly of heat pipes, and the surface treatment of a cut plane after pouring, and hardening concrete. Therefore, in this study, a hydration heat control method using an embedded pipe has been developed with the expectation that this method solves those problems in hydration heat control using an exposed heat pipe. As a result of the experiment, the peak temperature of ECHP and ICHP specimen about 4.5~6.5oC than the OPC specimen and the probability of thermal cracked generated in ECHP and ICHP specimen decreased up to 13~20%. Finally, it was confirmed in this study that the hydration heat control method using an embedded heat pipe is significantly more superior and cost effective than the existing method of an exposed one.
Abstract
Although most of existing hydration heat control methods show a certain degree of hydration heat control, generally, there are many problems as mentioned above. Therefore, our laboratory previously developed a hydration heat control method using an exposed heat pipe, which solves most of these problems and simultaneously displays excellent hydration heat control. Unfortunately, even this method had some problems such as the processing, transport, and assembly of heat pipes, and the surface treatment of a cut plane after pouring, and hardening concrete. Therefore, in this study, a hydration heat control method using an embedded pipe has been developed with the expectation that this method solves those problems in hydration heat control using an exposed heat pipe. As a result of the experiment, the peak temperature of ECHP and ICHP specimen about 4.5~6.5oC than the OPC specimen and the probability of thermal cracked generated in ECHP and ICHP specimen decreased up to 13~20%. Finally, it was confirmed in this study that the hydration heat control method using an embedded heat pipe is significantly more superior and cost effective than the existing method of an exposed one.
참고문헌 (6)
- 백동일, "히트파이프를 이용한 매스콘크리트 수화열 제어공법 개발", 박사, pp.2007
- 백동일, "매스콘크리트의 수화열 저감을 위한 히트파이프의 현장적용에 관한 연구", 콘크리트학회 논문집, 20(2), pp.157~164 (2008), 한국콘크리트학회
- 염치선, "매입형 히트파이프를 이용한 매스콘크리트의 수화열 분산효과와 시공성 향상에 관한 연구", 박사, pp.2009
- 한국콘크리트학회, "콘크리트 표준시방서", pp.257~287 (2003)
- Alshamsi, A.M., "Microsilica and Granulated Furnace Slag Effects on Hydration Temperature", Cement and Concrete Research, 27, pp.1851~1859 (1997)
- Kaminski, M., "The Heats of Hydration of Cement Constituents", Cement and Concrete Research, 12, pp.549~558 (1982)
