• Title/Summary/Keyword: heat supplying curing

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Value Engineering Approach for Heat Curing Method Under Cold Weather Condition (한중콘크리트 보온양생 공법에 대한 VE분석)

  • Woo, Dae-Hun;Kim, Tae-Cheong;Kim, Jong;Jeon, Chung-Keun;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05a
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    • pp.21-23
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    • 2010
  • This study was conducted to draw various decisive elements of a reasonable heat curing method and to examine the importance in deciding a construction method when constructing cold weather concrete. As a result, the items proposed as important elements at the time of decision of a heat curing method included economy, workability, maintainability, insulation capability, reduced construction period and usability. As a result of importance by items under AHP technique, it was found the most important element was insulation capability, followed by reduced construction period and workability. As a result of comparison of a heat supplying and a heat insulation method by dual bubble sheet differed 2 times as much as a heat supplying method, especially the evaluation degree by insulation capability and reduced construction period was high.

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Analysis of the Efficiency of Improved Bubble Sheet for Heat Curing in Cold Weather

  • Choi, Hyun-Kyu;Son, Myung-Sik;Han, Cheon-Goo
    • Journal of the Korea Institute of Building Construction
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    • v.13 no.1
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    • pp.38-47
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    • 2013
  • When building with concrete in cold weather, an insulation method of heat curing must be determined, and a holistic curing plan that considers the characteristics of structures, the heat loss coefficient of a curing sheet, the joint condition of the curing materials and the quantity of heat produced by a heating apparatus is an essential prerequisite for protection against early frost damage. But on a number of national construction sites, there have been serious problems in cold weather concreting due to the unreliability of the information obtained from practical experience. In the construction field in Japan, there is a specification for heat curing prepared by Japanese Architectural Society, which provides an equation for calculating heat quantity. It is also necessary to adopt a detailed specification for a standard heat curing method that is applicable to all national construction sites. In this study, the effect of bubble sheets on the economic feasibility of cold weather concrete is investigated through a comparison with the blue sheets commonly prescribed in national construction sites. In conclusion, this study found that bubble sheets had the effect of reducing the cost of curing materials and the fuel cost consumed by a heating apparatus, compared to the use of blue sheets.

The Effect of Heat Curing Methods on the Temperature History of the Fly Ash Concrete Subjected to Extremely Low Temperature (복합보온양생 방법이 극저온 조건하 플라이애시 치환 콘크리트의 온도이력에 미치는 영향)

  • Han, Min-Cheol;Son, Ho-Jung
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.3
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    • pp.85-90
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    • 2012
  • In this study, temperature profile of the fly ash concrete were studied in accordance with the change of heating curing method combination for the slab concrete in order to develop efficient protection method of the concrete subjected to $-20^{\circ}C$. The slab concretes with the size of $1200mm{\times}600mm{\times}200mm$ were fabricated with W/B of 50% and exposed to $-20^{\circ}C$ for 7 days. Five different combinations of heat curing methods were applied to the slab concrete specimen; two combinations of heat supplying by electrical heater and surface heat insulation material such as polyethylene film and quadrupled layer bubble sheet based on heat enclosure installment; three combinations of heating coil embedment and surface heat insulation materials such as polyethylene film, sawdust and quadrupled layer bubble sheet based on heat enclosure installment. Test results showed that by applying both heating coil and bubble sheet and heat enclosure, the concrete exposed to $-20^{\circ}C$ can be effectively protected from early-age frost damage.

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Prevention of Early Frost Damage of the Concrete under Severely Low Temperature according to Heat Curingmethods (극저온 조건에서 보온양생 방법 변화에 따른 콘크리트의 초기동해 방지)

  • Han, min-Cheol
    • Journal of the Korea Institute of Building Construction
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    • v.16 no.1
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    • pp.67-76
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    • 2016
  • Concrete exposed to severely low temperature below $-20^{\circ}C$ should be provided with proper heat supplying curing to protect the concrete from early frost damage at the time of pouring.meanwhile, so far, effective heat curingmethods of the concrete under severely low temperature are not well established in Korea. For this reason, the objective of this paper is to provide effective heat curingmethod of concrete exposed to severely low temperature to protect early frost damage by varying the combination of heat curingmaterial combinations. Temperature history,maturity development and core strength results are investigated. Fourmock-up specimens simulating slab, wall and column were prepared and heat insulation, heat supplying and both were applied. Test results indicate that the combination of quadruple layer bubble sheet(4BS) and embedding of heating cable has desirable performance for a slab, and heat supplying curing inside heat enclosure and heat generationmat also shows desirable performance for a wall, and for a column, use of EPS heat insulation has proper performance against early frost damage, which reaches $45^{\circ}D{\cdot}D$ and helps the concretemaintain above $0^{\circ}C$ within 3 days. Themethodsmentioned above are believed to be optimum protection from early frost damage of the concrete under $-20^{\circ}C$.

Strength Behaviour and Hardening Mechanism of Chemical Bonded Fly Ash Mortar (화학적 결합에 의한 Fly ash 경화체의 강도 발현 메카니즘)

  • Jo Byung Wan;Moon Rin Gon;Park Seung Kook;Ko Hee Cheol
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05b
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    • pp.373-376
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    • 2005
  • The discharge of fly ash that is produced by coal-fired electric power plants is rapidly increasing in Korea. The utilization of fly ash in the raw materials would contribute to the elimination of an environmental problem and to the development of new high-performance materials. Fly ash consists of a glass phase. As it is produced from high temperature, it is a chemically stable material. Fly ash mostly consists of $SiO_{2}$ and $Al_{2}O_{3}$, and it assumes the form of an oxide in the inside of fly ash. Because this reaction has not broken out by itself, it is need to supply it with additional $OH^{-}$ through alkali activators. We used alkali activators for supplying it with additional $OH^{-}$. This paper concentrated on the strength development according to the kind of chemical activators, the curing temperature, the heat curing time.

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Strength Development and Hardening Mechanism of Alkali Activated Fly Ash Mortar (알카리 활성화에 의한 플라이애쉬 모르타르의 강도 발현 및 경화 메커니즘)

  • Jo, Byung-Wan;Park, Min-Seok;Park, Seung-Kook
    • Journal of the Korea Concrete Institute
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    • v.18 no.4 s.94
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    • pp.449-458
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    • 2006
  • The discharge of fly ash that is produced by coal-fired electric power plants is rapidly increasing in Korea. The utilization of fly ash in the raw materials would contribute to the elimination of an environmental problem and to the development of new high-performance materials. So it is needed to study the binder obtained by chemically activation of pozzolanic materials by means of a substitute for the cement. Fly ash consists of a glass phase. As it is produced from high temperature, it is a chemically stable material. Fly ash mostly consists of $SiO_2\;and\;Al_2O_3$, and it assumes the form of an oxide in the inside of fly ash. Because this reaction has not broken out by itself, it is need to supply it with additional $OH^-$ through alkali activators. Alkali activators were used for supplying it with additional $OH^-$. This paper concentrated on the strength development according to the kind of chemical activators, the curing temperature, the heat curing time. Also, according to scanning electron microscopy and X-Ray diffraction, the main reaction product in the alkali activated fly ash mortar is Zeolite of $Na_6-(AlO_2)_6-(SiO_2)_{10}-12H_2O$ type.