Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 1993.10a
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- Pages.232-236
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- 1993
Effect of a Heated Curing on Concrete Compressive Strength for Tunnel Form Construction
터널 폼 공법에서 강제양생이 콘크리트강도에 미치는 영향
Abstract
The Tunnel Form(T/F) system instead of traditional euro form has been tried to reduce construction duration and to improve concrete quality in reinforced concrete wall type apartment construction. To find the relationship for concrete compressive strength between cylinder mold and slab, the different curing locations of concrete cylinder mold in the room have been investigated. The test results showed that the compressive strength of the cylinder concrete with middle-upper location in the room was most near concrete compression strength with respect to slab concrete strength.
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