Measuring the Thermal Characteristics of Concretes Exposed to Extreme Conditions

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This article presents the results of an experimental research dealing with the measurement of the thermal characteristics of concretes based on natural and artificial aggregates (steel slag). The samples of concrete composites were prepared on the basis of natural aggregate fractions 0/4, 4/8 and 8/16 mm and on the basis of steel slag fr. 4/8 mm. The volume ratio of the individual aggregate fractions in all experimental mixtures used for the production of concrete composites was 40:30:30 (fr. 0/4: 4/8: 8/16). The prepared samples of concrete composites based on natural aggregate and natural aggregate combined with steel slag were subjected to the tests of strength characteristics, water-tightness, thermal characteristics using a commercial device ISOMET 2104 (measurement of the coefficient of thermal conductivity λ, specific heat capacity c, and the coefficient of thermal diffusivity a), and heating in a prototype calorimetric computer-controlled chamber. The main attention was focused on the testing of the value changes of the coefficients of thermal conductivity λ depending on the changes of temperatures within the range of -5 °C to + 40 °C. The measurements of these thermal characteristics have very high informative value, especially because these material parameters are not tabulated for the newly designed building materials, and that is why they are not examined at extreme temperatures. This is a reason why they cannot be used as important data during the thermal calculations of a non-insulated concrete structure (e.g. using polystyrene and / or glass wool).

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68-77

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January 2017

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] STEVULOVA, N., JUNAK, J. Alkali-activated Binder Based on Coal Fly Ash. Chemické listy, 2014, 108(6), 620-623.

Google Scholar

[2] ONDOVA, M., STEVULOVA, N. Benefits of fly ash utilization in concrete road cover. Theoretical foundations of chemical engineering, 2012, 46(6), 713-718.

DOI: 10.1134/s0040579512060176

Google Scholar

[3] BOHÁČOVÁ, J., STANĚK, S., MEC, P. Preparation and properties of pressed metakaolin and fly ash based alkali-activated binders. Advanced Materials Research, 2014, 897, 65-68.

DOI: 10.4028/www.scientific.net/amr.897.65

Google Scholar

[4] BŘENEK, A., VÁCLAVÍK, V., DVORSKÝ, T., DAXNER, J., DIRNER, V., BENDOVÁ, M., HARNIČÁROVÁ, M., VALÍČEK, J. Capillary active insulations based on waste calcium silicates. Advanced Structured Materials, 2015, 70, 177-188. DOI: 10. 1007/978-3-319-19443-1_14.

DOI: 10.1007/978-3-319-19443-1_14

Google Scholar

[5] BŘENEK, A., VÁCALVÍK, V., DVORSKÝ, T., ŠIMÍČEK, V., VALÍČEK, J., KUŠNEROVÁ, M., HARNIČÁRÁROVÁ, M. Numerical moisture simulation of redeveloped structures using active materials based on cement composite. Materialwissenschaft und Werkstofftechnik, 2016, 47(5-6), 495-502. DOI: 10. 1002/mawe. 201600525.

DOI: 10.1002/mawe.201600525

Google Scholar

[6] JURSOVÁ, S. Metallurgical Waste and Possibilities of Its Processing. In 19th International Conference on Metallurgy and Materials: Metal 2010, Rožnov pod Radhoštěm, 18. -20. 5. 2010, Tanger, spol. s r. o., Ostrava, 115-120. ISBN 978-80-87294-17-8.

Google Scholar

[7] JURSOVÁ, S., WITKOWSKI, K., INGALDI, M. Logistics Flows of Metallurgical Aggregate Production. In Carpathian Logistic Congress, Cracow, Poland, 9. -11. 12. 2013, 458-462. ISBN: 978-80-87294-50-5.

Google Scholar

[8] YU, X., TAO, Z., SONG, T.Y., PAN, Z. Performance of concrete made with steel slag and waste glass. Construction and Building Materials, 2016, 114, 737-746. DOI: 10. 1016/j. conbuildmat. 2016. 03. 217.

DOI: 10.1016/j.conbuildmat.2016.03.217

Google Scholar

[9] PANG, B., ZHOU, Z., XU, H. Utilization of carbonated and granulated steel slag aggregate in concrete. Construction and Building Materials, 2015, 84, 454-467. DOI: 10. 1016/j. conbuildmat. 2015. 03. 008.

DOI: 10.1016/j.conbuildmat.2015.03.008

Google Scholar

[10] QASRAWI, H. The use of steel slag aggregates to enhance the mechanical properties of recycled aggregate concrete and retain the environment. Construction and Building Materials, 2014, 54, 298-304. DOI: 10. 1016/j. conbuildmat. 2013. 12. 063.

DOI: 10.1016/j.conbuildmat.2013.12.063

Google Scholar

[11] ANASTASIOU, E., K., GEORGIADIS FILIKAS a M. STEFANIDOU. Utilization of fine recycled aggregates in concrete with fly ash and steel slag. Construction and Building Materials. 2014, 50, 154-161. DOI: 10. 1016/j. conbuildmat. 2013. 09. 037.

DOI: 10.1016/j.conbuildmat.2013.09.037

Google Scholar

[12] PALANKAR, N., RAVI SHANKAR, A.U., MITHUN, B.M. Durability studies on eco-friendly concrete mixes incorporating steel slag as coarse aggregates. Journal of Cleaner Production, 2016, 129, 437-448. DOI: 10. 1016/j. jclepro. 2016. 04. 033.

DOI: 10.1016/j.jclepro.2016.04.033

Google Scholar

[13] KRAYUSHKINAA, K., PRENTKOVSKIS, O., BIELIATYNSKYIA, A., JUNEVIČIUS, R. Use of steel slags in automobile road construction. Transport, 2012, 27(2), 129-137.

DOI: 10.3846/16484142.2012.690093

Google Scholar

[14] ASI, I.M., QASRAWI, H.Y., HALABI, F.I. Use of steel slag aggregate in asphalt concrete mixes. Canadian Journal of Civil Engineering, 2007, 34(8), 902-911.

DOI: 10.1139/l07-025

Google Scholar

[15] WU, S., XUE, Y., YE, Q., CHEN, Y. Utilization of steel slag as aggregates for stone mastic asphalt (SMA) mixtures. Building and Environment, 2007, 42(7), 2580-2585.

DOI: 10.1016/j.buildenv.2006.06.008

Google Scholar

[16] REAL, S., GOMES, M.G., MORET, R.A., BOGAS, J.A. Contribution of structural lightweight aggregate concrete to the reduction of thermal bridging effect in buildings. Construction and Building Materials, 2016, 121, 460-470. DOI: 10. 1016/j. conbuildmat. 2016. 06. 018.

DOI: 10.1016/j.conbuildmat.2016.06.018

Google Scholar

[17] JAYALATH, A., SAN NICOLAS, R., SOFI, M., SHANKS, R., NGO, T., AYE, L., MENDIS, P. Properties of cementitious mortar and concrete containing micro-encapsulated phase change materials. Construction and Building Materials, 2016, 120, 408-417. DOI: 10. 1016/j. conbuildmat. 2016. 05. 116.

DOI: 10.1016/j.conbuildmat.2016.05.116

Google Scholar

[18] KULOVANA, T., VEJMELKOVA, E., POKORNY, J., SIDDIQUE, J.A., KEPPERT, M., ROVNANIKOVA, P., ONDRACEK, M., KERSNER, Z., CERNY, R. Engineering properties of composite materials containing waste ceramic dust from advanced hollow brick production as a partial replacement of Portland cement. Journal of Building Physics, 2016, 40(1), 17-34. DOI: 10. 1177/1744259115597228.

DOI: 10.1177/1744259115597228

Google Scholar

[19] EN 12390-3 Testing hardened concrete - Part 3: Compressive strength of test specimens.

Google Scholar

[20] EN 12390-3 Testing hardened concrete - Part 7: Density of hardened concrete.

Google Scholar

[21] EN 12390-8 Testing hardened concrete - Part 8: Depth of penetration of water under pressure.

Google Scholar

[22] Directive of the European Parliament and Council Directive 2010/31/EU on the energy performance of buildings.

Google Scholar

[23] KUSNEROVA, M., VALICEK, J., HARNICAROVA, M. Measurement of physical properties of polyurethane plaster. Gradevinar, 2014, 66(10), 899-907.

Google Scholar