Advanced SearchSearch Tips
Development of Forms for Cold Weather Concrete by Combination of Insulation
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Development of Forms for Cold Weather Concrete by Combination of Insulation
Han, Cheon-Goo; Oh, Seon-Kyo; Sin, Dong-An; Kim, Kyoung-Min;
  PDF(new window)
This paper discusses the validities of insulating curing of cold weather concreting at early stage by applying insulation forms. Tests were carried out using modified insulating form combining existing insulating form and various other insulations in order to develop improved insulation form. Temperature history of concrete using various insulating forms and insulation was measured to determine most effective combination of insulting form. According to results, as for the wall form, under the curing temperature of -1, the temperature of concrete using Euro form drops sharply before 24 hours and lasts below for 7 hours. The temperature of concrete using the form combining Polypropylene panel, styrofoam and plywood panel keep above . And, it is confirmed that the form mentioned above has a favorable effects on enhancing strength development of concrete and the cost to make the forms shows more reasonable than that of existing forms. However, as for the combination methods of insulation form for slab, which is composed of insulating form at the bottom of slab and various surface curing materials at the top of slab, in case of exposed condition at the top of slab, temperature history of concrete goes below after 10 hours. In case of the combination of vinyl sheet and curing blanket, it drops below after 42 hours. However, in case of the combination of vinyl, styrofoam and curing blanket, it does not go below until 55 hours. Accordingly, compared to the case of exposure and the combination of vinyl and curing blanket, it indicates that the combination mentioned above has more effective insulating performance.
cold weather concreting;insulating form;temperature history;frost damage at early age;
 Cited by
방동제와 단열거푸집을 사용한 한중콘크리트 특성 연구,최광호;

건설환경연구소 논문집, 2011. vol.6. 2, pp.90-98
벽체용 영구단열거푸집의 설계프로세스 검토,정창헌;유석형;

대한건축학회연합논문집, 2014. vol.16. 3, pp.177-186

韓國建設技術硏究院, '寒中및署中콘크리트에관한硏究',1986

申永千,'한중 및 서중콘크리트의 온도양생에 관한 연구', 연세대학교 대학원 석사학위 논문, 1980

한천구,한민철,'적산온도방식의 콘크리트 강도증진해석에 의한 기온보정강도의 검토', 대한건축학회논문집, Vo$\ell$, No, 11, 1999, pp.71-78

대한건축학회,'건축공사표준시방서,' 1997

日本建築學書,'寒中コンクリ-ト施工指針·同解說?,' 1998

日本土木學會,'コンクリ-ト標準示方書,' 1998

고경택,김성욱,'단열재 거푸집을 이용한 콘크리트의 특성에 관한 기초적 연구,' 한국 구조물진단학회 학술발표 논문집, Vol.4, No. 2. 2000, pp.153-156

한국콘크리트학회,'최신콘크리트공학', 1997

김경민, 원철, 김기철, 오선교, 한천구, '한중콘크리트용 환경부하저감형 내한제의 개발에 관한 연구', 대한건축학회 학술발표대회 논문집, 제21권 제1호, 2001, pp.301-304

김정민, 원철, 김기철, 오선교, 한천구, '한중콘크리트용 단열거푸집의 개발에 관한연구', 대한건축학회학술발표대회 논문집, 제21권 제1호, 2001, pp.253-296