Protection and Heat Insulation Performance Comparison using Insulation Formwork in Winter
Source abstract
Abstract
Abstract Concrete pouring in winter is critical to both concrete manufacturers and end users owing to the possibility of concrete damage due to cold weather. In this context, various methods have been used to prevent frost damage to concrete in winter, including adjusting the concrete mix using a chemical admixture and heat-curing with tents. Of these methods, the insulated-gang-form approach does not require concrete-mix adjustment via a chemical-admixture addition. Furthermore, its positive effect on the initial quality of concrete during concrete construction in winter has previously been confirmed. In this study, the power consumption of the conventional gang form was compared with that of the insulated gang form to evaluate the efficiency of the two protection methods. A thermal vision camera was used to examine the surface heat loss of the gang forms after concrete pouring. The insulated gang form significantly outperformed the conventional one through its significantly reduced power consumption and reduced surface heat loss. These findings can contribute to the standardization of insulated gang form application to concrete protection in cold-weather conditions.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: BIM and Construction Integration
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (17)
Show source-provided references
1. Escalante-Garcia, J. I., & Sharp, J. H. (2001). The microstructure and mechanical properties of blended cements hydrated at various temperatures. Cement and Concrete Research, 31(5), 695–702.10.1016/S0008-8846(01)00471-9 ↗
2. Ferguson SA. (1999). High-rise formwork for the 21st century. In International Formwork System Seminar for High-rise Construction, Architectural Institute Korea Structure Construction
3. Han, C. G., Oh, S. K., Sin, D. A., & Kim, K. M. (2004). Efficient construction of cold weather concrete using anti-freeze agent and insulation form. Journal of the Architectural Institute of Korea Structure and Construction, 20, 59–65.
4. Hanna, A. S. (2005). Concrete formwork systems. Marcel Dekker Inc.
5. Huang, R. Y., Chen, J. J., & Sun, K. S. (2004). Planning gang formwork operations for building construction using simulations. Automation in Construction, 13, 765–779.10.1016/j.autcon.2004.05.001 ↗
6. Kang, K. I., Kim, G. H., An, S. H., Cho, H. H., & Seo, D. S. (2005). Improved productivity using a modified table formwork system for high-rise building in Korea. Building and Environment, 40, 1472–1478.10.1016/j.buildenv.2004.06.023 ↗
7. Kim, T. H., Shin, Y. S., Lee, U. K., & Kang, K. I. (2007). Decision support model using a decision tree for formwork selection in tall building construction. Architectural Institute Korea Structure Construction, 23, 177–184.
8. Koo, K. J., Cho, D. H., Lee, J. H., Park, S. H., & Park, C. S. (2012). Process of formwork crew team formation based on work zoning in apartment housing projects. Journal of the Korea Institute of Building Construction, 12, 285–286.
9. Korhonen, C. J. (1999). Expedient low-temperature concrete admixtures for the army: US army corps of engineers (pp. 1–20). Cold Regions Research and Engineering Laboratory.10.21236/ADA375241 ↗
10. Lothenbach, B., Alder, C., Winnefeld, F., & Lunk, P. (2005). Einfluss der Temperatur und Lagerungsbedingingen auf die Festigkeitsentwicklung won Mortelnund Betonen. Beton, 55(12), 604–609.
11. Nmai, C. K. (1998). Cold weather concreting admixtures. Cement and Concrete Composites, 20, 121–128.10.1016/S0958-9465(97)00063-2 ↗
12. Ortiz, J., Aguado, A., Agulló, L., & Garcia, T. (2005). Influence of environmental temperatures on the concrete compressive strength: Simulation of hot and cold weather conditions. Cement and Concrete Research, 35, 1970–1979.10.1016/j.cemconres.2005.01.004 ↗
13. Polat, R., Karagol, F., Demirboga, R., & Kaygusuz, M. A. (2014). The effects of urea on strength gaining of fresh concrete under the cold weather conditions. Construction and Building Materials, 64, 114–120.10.1016/j.conbuildmat.2014.04.008 ↗
14. Price, W. H. (1951). Factors influencing concrete strength. Journal of the American Concrete Institute, 47(31), 417–432.
15. Proverbs, D. G., Holt, G. D., & Olomolaiye, P. O. (1999). Factors impacting construction project duration: Comparison between France, Germany and the U.K. Building and Environment, 34, 197–204.10.1016/S0360-1323(98)00004-3 ↗
16. Shin, Y. S., Kim, T. H., Cho, H. H., & Kang, K. I. (2012). A formwork method selection model based on boosted decision trees in tall building construction. Automation in Construction, 23, 47–54.10.1016/j.autcon.2011.12.007 ↗
17. Won, J. Y., Lee, S. H., Park, T. W., & Nam, K. Y. (2016). Basic applicability of an insulated gang form for concrete building construction in cold weather. Construction and Building Materials, 125, 458–464.10.1016/j.conbuildmat.2016.08.036 ↗