• Title/Summary/Keyword: 단열거푸집

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Development of Forms for Cold Weather Concrete by Combination of Insulation (단열재 조합에 의한 한중콘크리트용 거푸집 개발)

  • Han, Cheon-Goo;Oh, Seon-Kyo;Sin, Dong-An;Kim, Kyoung-Min
    • Journal of the Korea Concrete Institute
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    • v.15 no.3
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    • pp.392-399
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    • 2003
  • 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 $-10^{\circ}C$, the temperature of concrete using Euro form drops sharply before 24 hours and lasts below $0^{\circ}C$ for 7 hours. The temperature of concrete using the form combining Polypropylene panel, styrofoam and plywood panel keep above $0^{\circ}C$. 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 $0^{\circ}C$ after 10 hours. In case of the combination of vinyl sheet and curing blanket, it drops below $0^{\circ}C$ after 42 hours. However, in case of the combination of vinyl, styrofoam and curing blanket, it does not go below $0^{\circ}C$ 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.

Experimental Study on Properties of Temperature History Using Heating Sheet and Insulation Form at Low Temperature (발열시트 및 단열재를 사용한 거푸집 내부 콘크리트의 저온환경하 온도이력 특성에 관한 실험적 연구)

  • Choi, Si-Hyun;Lee, Han-Seung;Choi, Hyun-Kuk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.4
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    • pp.132-139
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    • 2017
  • In this study, in order to prevent the frost damage of the concrete, the characteristics of the form using heating sheet utilizing the chemical reaction of quicklime and the insulation were evaluated through experiments at low temperature. In the case of form at $-10^{\circ}C$, the form with attached heating sheet showed a temperature history of more than $10^{\circ}C$ higher than that of wood form at the early of concreting due to heat of the quicklime in the heating sheet. In the case of the insulated form, the concrete was kept at a high temperature by preserving the hydration heat. When the heating sheet and the isopink(extruded polystyrene) were attached together on the form, the effect was the same as that of the vacuum insulation. The compressive strength of the form with vacuum insulation and form with isopink, heating sheet as measured about 5 MPa at age 3. The experimental in Mongolia, as with the pervious results, the form with the heating sheet and the insulation showed the highest temperature history over $25^{\circ}C$ for 48 hours. Therefore, it was confirmed that the heating sheet and insulation are attached to the form, which helps the concrete strength development at low temperature by heat generation and the insulation effect.

A Experimental Study on Thermal Performance of Insulated Forms with Different Insulating Methods at Low Temperature (저온환경하에서 단열처리 방법에 따른 단열거푸집의 열적성능에 관한 실험적 연구)

  • Kim, Mok-Kyu;Kim, Hyeong-Cheol;Choi, Hyun-Kuk;Kim, Jae-Young;Mun, Young-Bum;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.57-58
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    • 2015
  • In this study, the experimental study on Thermal Performance of Insulated Forms with Different Insulating Methods at Low Temperature. For this study, placing insulated plywood based form between two constant temperature chamber that maintaining 10℃, decrease temperature of one chamber to -10℃ and -20℃. Each of steps, maintaining period of temperature was 1 hour. After placing the form, measure temperature of opposite side of the insulated form. As a result of experiment, temperature difference of rigid urethane was lowest.

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An Experiment on the Structure Application of Cold Weather Concreting Using Anti-freeze Agent and Insulating Form (내한제 및 단열거푸집을 이용한 한중콘크리트의 구조체 적용 실험)

  • 김경민;손성운;김기철;오선교;한천구
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2002.05a
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    • pp.21-26
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    • 2002
  • This paper is intended to verify the efficiency of anti-freeze agent and insulating form by analyzing the temperature history and the property of strength-increase about the concrete that is placed in the insulating form and normal form, using new type anti-freeze agent in batcher plant According to the results about the temperature history, while the lowest temperature shows 3$^{\circ}C$ in case of normal concrete + euroform, 4$^{\circ}C$ in case of normal concrete + insulating form, it shows 6$^{\circ}C$ in anti-freeze agent + the insulating form, so the effect is most favorable. The compressive strength with mixing anti-freeze agent or not, shows high in order of standard curing, structure-managing and open air-placed specimen and the concrete mixing anti-freeze agent shows the highest compressive strength-increase.

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A strength monitoring with wireless sensor network based on equivalent age method depending on the usage of the insulated formwork during the winter period (동절기 단열 유·무 거푸집을 설치한 슬래브 콘크리트에서 등가재령 기반의 무선센서 네트워크를 이용한 강도 모니터링)

  • Lee, Young-Jun;Lee, Hyuk-Ju;Hyeon, Seung-Yong;Seo, Hang-Goo;Lee, Sang-Woon;Han, Min-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.167-168
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    • 2018
  • In this research, the feasibility of wireless senor for compressive strength evaluation was checked by applying on the actual apartment construction site with insulation formwork during winder period. As a result, there was no significant problem on monitoring the compressive strength of the concrete with the sensor. Thus it is considered that the suggested method can be an efficient method for the quality control at the construction site.

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A Experimental Study of Insulation Performance of Insulated Forms Utilizing NT frame Insulation at Low Temperature (저온환경하 NT(Nano Technology)구조 단열재를 사용한 단열거푸집의 열적성능평가에 관한 실험적 연구)

  • Park, Jang-Hyun;Kim, Mok-Kyu;Kim, Hyeong-Cheol;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.11a
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    • pp.179-180
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    • 2015
  • In this study, the experimental study on Insulation performance of insulated forms utilizing NT frame heat insulation at low Temperature. For this study, placing insulated TEGO film plywood based form between two constant temperature and humidity chamber that maintaining 10℃, decrease temperature of one chamber to -10℃ and -20℃. Each of steps, maintaining period of temperature was 1 hour. After placing the insulated form, measure temperature of outside if insulated form. As a result of experiment, temperature difference of Fumed Silica Vacuum insulation was lowest.

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Compressive Strength Properties of Concrete by the Form Material Change at 10 below Zero (양생온도 -10℃에서 거푸집 재료 변화에 따른 콘크리트의 압축강도 특성)

  • Choi, Si-Hyun;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.107-108
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    • 2016
  • When the construction in a low temperature, the concrete performance is deteriorated by frost damage at early age. In this study, the form utilizing heating sheet and insulation is measured the performance to prevent frost damage at 10 below zero. It produced five types of the form and to measure the temperature history and compressive strength. At first, form attached heating sheet showed the highest temperature. But the form attached vacuum insulation showed the highest temperature ever since 12hours. In the case of compressive strength, the form attached heating sheet + isopink(polystyrene foam board) showed the highest compressive strength. It was followed by vacuum insulation. As a result, the form utilizing insulation and heating sheet helped to prevent frost damage.

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Characteristics of Thermal Analysis of Concrete Applied with Insulated Formwork in Winter (동절기 단열거푸집을 적용한 콘크리트 열분석 특성)

  • Nam, Kyung-Yong;Kim, Seong-Deok;Choi, Suk;Yoo, Jung-Il
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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    • pp.246-247
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    • 2021
  • This paper aims to quantitatively evaluate concrete quality factors according to the application of thermal insulated gang form. As a result of the experiment, it was found that the amount of calcium hydroxide produced increased in the insulated gang form than in the general gang form, and the thicker the insulation of the insulated gang form, the greater the amount of calcium hydroxide produced.

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A Study on the Energy Consumption Cost in the Winter and Calorific Value by Insulated Gang-form (단열갱폼 적용에 따른 동절기 보양비 사용량 및 발열량 검토에 관한 실험적 연구)

  • Nam, Kyung-Yong;Choi, Suk;Ahn, Sung-Jin;Lim, Myung-Kwan
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.1
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    • pp.53-60
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    • 2020
  • This paper aims to examine the insulation performance of insulated gang form by changing the energy (power) consumption and concrete calorific value to assist in concrete protection in cold weather. According to the test results, the general gang form will generate three times the energy (power) consumption for 12 hours after the concrete is poured. In contrast, insulated gang foam consumed no energy (power) for 21 hours after pouring. The final power consumption was 3.7 times higher than that of the general gang form, confirming the improved performance of insulated gang form with regard to energy (power) consumption. The calorific value examination shows that the calorific value changes significantly according to the change of outside temperature after concrete placement in the case of the general gang form. However, in the case of the insulated gang form, only a slight heat loss occurred in the part of the frame, and it showed a constant heating pattern from the concrete casting to the demolding of the mold.

A Fundamental Study on the Effectiveness of Cold Weather Concreting Using Anti-freeze Agent and Insulating Form (내한제 및 단열거푸집에 의한 한중콘크리트 시공의 효율화에 관한 기초적 연구)

  • Kim, Kyoung-Min;Won, Cheol;Kim, Gi-Cheol;Oh, Sun-Kyo;Han, Cheon-Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.05a
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    • pp.617-622
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    • 2001
  • This paper presents the effectiveness of cold weather concreting by applying both anti-freeze agent and insulating forms developed through previous study investigating insulating effects on the concrete and the strength gain. According to test results, in $-10^{\circ}C$ of air temperature, when euroforms are applied, the temperature of plain concrete drops below $0^{\circ}C$ and maintains its temperature during early 24 hours. However, when insulating forms are applied, the temperature of concrete keeps 8~$13^{\circ}C$ during first 24 hours. Insulating forms has better performance on insulating effects than existing euroforms. Concrete containing anti-freeze agent shows temperature rising effects about $1^{\circ}C$ compared to plain concrete. Strength gain of core concrete shows higher when insulating forms is applied.

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