Lightweight Concrete Precast Panels for the Improvement of Thermal Insulation of Housing with Expanded Polystyrene Beads

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Abstract:

The precast concrete elements in the construction of buildings are increasingly used due to their better quality control, constructive speed, reduction of the number of workers and less waste of resources compared to conventional construction; for wall applications, to these advantages, the design to ensure thermal comfort requires the improvement of the low thermal insulation of conventional concrete panels. The use of materials with lower thermal conductivity such as Expanded PolyStyrene Beads (EPSB) in lightweight concrete for the construction of precast panels in housing, contributes to improve thermal insulation and the saving operational energy during its operation phase, because the aggregate has a small size, low density and thermal conductivity; applied in higher volumes in concrete, reduces indoor heat loss in cold climates and indoor heat gain in warm climates in housing. The purpose of this research is to study the behavior of lightweight concrete with EPSB for 16%, 26% and 36% addition and evaluate the air-dry density, compressive strength, thermal conductivity, relationship between air-dry density with compressive strength and thermal conductivity. The results indicate that the higher the percentage of EPSB the air-dry density, compressive strength and thermal conductivity decrease; the relationships between air-dry density with compressive strength and thermal conductivity follow a linear trend and are similar.

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Materials Science Forum (Volume 1033)

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163-171

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June 2021

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© 2021 Trans Tech Publications Ltd. All Rights Reserved

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[1] D. Dissanayake, C. Jayasinghe, M. Jayasinghe, A comparative embodied energy analysis of a house with recycled expanded polystyrene (EPS) based foam concrete wall panels, Energy Build. 135 (2016) 85-94.

DOI: 10.1016/j.enbuild.2016.11.044

Google Scholar

[2] Instituto Nacional de Normalización. Nch853. Acondicionamiento térmico – Envolvente térmica de edificios – Cálculo de resistencias y transmitancias térmicas. (2007) 1-51.

Google Scholar

[3] M. Aktacir, O. Büyükalaca, T. Yılmaz, A case study for influence of building thermal insulation on cooling load and air-conditioning system in the hot and humid regions, Applied Energy. 87 (2010), 599-607.

DOI: 10.1016/j.apenergy.2009.05.008

Google Scholar

[4] N. Ramli, S. Mustapa, M. Abdul, Application of expanded polystyrene (EPS) in buildings and constructions: A review. J. Applied Polymer Science. 136 (2018) 1-11.

DOI: 10.1002/app.47529

Google Scholar

[5] I. Gnip, V. Kersulis, S. Vejelis, S. Vaitkus, Water absorption of expanded polystyrene boards, Polymer Testing. 25 (2006) 635-641.

DOI: 10.1016/j.polymertesting.2006.04.002

Google Scholar

[6] W. Shi, L. Miao, J. Luo, J. Wang, Y. Chen, Durability of Modified Expanded Polystyrene Concrete after Dynamic Cyclic Loading. Shock & Vibration. (2016) 1-7.

DOI: 10.1155/2016/2391476

Google Scholar

[7] N. Liu, B. Chen, Experimental study of the influence of EPS particle size on the mechanical properties of EPS lightweight concrete, Constr. Build Mater. 68 (2014) 227-232.

DOI: 10.1016/j.conbuildmat.2014.06.062

Google Scholar

[8] A. Sayadi, J. Tapia, T. Neitzert, G. Clifton, Effects of expanded polystyrene (EPS) particles on fire resistance, thermal conductivity and compressive strength of foamed concrete, Constr. Build Mater. 112 (2016) 716-724.

DOI: 10.1016/j.conbuildmat.2016.02.218

Google Scholar

[9] A. Brooks, H. Zhou, D. Hanna, Comparative study of the mechanical and thermal properties of lightweight cementitious composites, Constr. Build Mater. 159 (2018) 316-328.

DOI: 10.1016/j.conbuildmat.2017.10.102

Google Scholar

[10] Y.X. Rao, C.F. Liang, Y.Xia, Experimental research on physical and mechanical properties of EPS recycled concrete, AMM. 204-208 (2012) 4022-4025.

DOI: 10.4028/www.scientific.net/amm.204-208.4022

Google Scholar

[11] American Society for Testing and Materials. ASTM C150. Standard Specification for Portland Cement.

Google Scholar

[12] American Society for Testing and Materials. ASTM C33/C33M. Standard Specification for Lightweight Aggregates for Structural Concrete.

Google Scholar

[13] American Society for Testing and Materials. ASTM C494. Standard Test Method for Slump of Hydraulic-Cement Concrete.

Google Scholar

[14] American Society for Testing and Materials. ASTM C1602/C1602M. Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete.

Google Scholar

[15] Information on https://www.northeastern.edu/dataresources/minitab/.

Google Scholar

[16] American Concrete Institute. ACI 213R-14. Guide for structural lightweight-aggregate concrete.

Google Scholar

[17] American Society for Testing and Materials. ASTM C192 / C192M. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory.

Google Scholar

[18] American Society for Testing and Materials. ASTM C31/C31M. Standard Practice for Making and Curing Concrete Test Specimens in the Field.

Google Scholar

[19] American Society for Testing and Materials. ASTM C567.Standard Test Method for Determining Density of Structural Lightweight Concrete.

Google Scholar

[20] American Society for Testing and Materials. ASTM C39. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

Google Scholar

[21] American Society for Testing and Materials. ASTM C177. Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus.

DOI: 10.1520/c0177

Google Scholar

[22] S.H. Perry, P.H. Bischoff, K. Yamura, Mix details and material behaviour of polystyrene aggregate concrete, Mag. Concr. Res. 43(1991) 71-76.

DOI: 10.1680/macr.1991.43.154.71

Google Scholar

[23] Y.Xu, L. Jiang, J. Xu, Y.Li, Mechanical properties of expanded polystyrene lightweight aggregate concrete and brick, Constr. Build Mater. 27 (2012) 32-38.

DOI: 10.1016/j.conbuildmat.2011.08.030

Google Scholar

[24] D. González, E.A. Restrepo, H. Gil, Characterization and Evaluation of Lightweight Fly Ash Concrete Modified with EPS, Int. J. Civ. Eng. Technol. 10 (2019) 288-304.

Google Scholar

[25] E. Thanon, A. Jihad, Proportioning of Lightweight Concrete by the Inclusions of Expanded Polystyrene Beads (EPS) and Foam Agent, TJES. 23 (2016) 65-73.

DOI: 10.25130/tjes.23.2.08

Google Scholar

[26] D. Saradhi, K. Ganesh, Behaviour of lightweight expanded polystyrene concrete containing silica fume, Cem. Concr. Res. 33 (2003) 755-762.

DOI: 10.1016/s0008-8846(02)01055-4

Google Scholar

[27] D. Saradhi, K. Ganesh, W. Tiong-Huan, Effect of polystyrene aggregate size on strength and moisture migration characteristics of lightweight concrete, Cem. Concr. Compos. 28 (2006) 520-527.

DOI: 10.1016/j.cemconcomp.2006.02.018

Google Scholar

[28] İ.Bekir, B. Işıkdağ, Effect of expanded perlite aggregate on the properties of lightweight concrete, J. Mater. Process. Technol. 204 (2008) 34-38.

DOI: 10.1016/j.jmatprotec.2007.10.052

Google Scholar

[29] D.W. Sundstrom, Y. D. Lee, Thermal conductivity of polymers filled with particulate solids, J. Appl. Polym. Sci. 16 (1972) 3159-3167.

DOI: 10.1002/app.1972.070161210

Google Scholar

[30] J. F. Wang, J. K. Carson, M. F. North, A new approach to modelling the effective thermal conductivity of heterogeneous materials, Int. J. Heat Mass Transf. 49 (2006) 3075-3083.

DOI: 10.1016/j.ijheatmasstransfer.2006.02.007

Google Scholar

[31] D. Campbell-Allen, C.P. Thorne, The thermal conductivity of concrete, Mag. Concr. Res. 15 (1963) 39-48.

Google Scholar

[32] Y. Xu, L. Jiang, J. Liu, Y. Zhang, J. Xu, G. HE, Experimental study and modeling on effective thermal conductivity of EPS lightweight concrete, J. Therm. Sci. Technol. 11(2016).

DOI: 10.1299/jtst.2016jtst0023

Google Scholar

[33] O. Sengul, S. Azizi, F. Karaosmanoglu, M.A. Tasdemir, Effect of expanded perlite on the mechanical properties and thermal conductivity of lightweight concrete, E nergy Build. 43 (2011) 671-676.

DOI: 10.1016/j.enbuild.2010.11.008

Google Scholar

[34] R. Demirboga, R. Gül, Thermal conductivity and compressive strength of expanded perlite aggregate concrete with mineral admixtures, Energy Build. 35 (2003) 1155-1159.

DOI: 10.1016/j.enbuild.2003.09.002

Google Scholar

[35] S. Abidi, B. Nait- Ali, Y. Joliff, C. Favotto, Impact of perlite, vermiculite and cement on the thermal conductivity of a plaster composite material: Experimental and numerical approaches, Compos. B. Eng. 68 (2015) 392-400.

DOI: 10.1016/j.compositesb.2014.07.030

Google Scholar

[36] Fédération Internationale de la Précontrainte, FIP Manual of lightweight aggregate concrete, second ed., Glasgow & London: Surrey University Press, 1983, pp.1-259.

Google Scholar

[37] T.A. Holm, T. W. Bremmer, State-of-the-art report on high-strength, highdurability structural low-density concrete for applications in severe marine environments, Washington, DC.

Google Scholar

[38] T.A. Harrison, Early age thermal crack control in concrete, CIRIA Report 91, London, 1992, pp.1-57.

Google Scholar