Proportioning and characterization of lightweight concrete mixtures made with rigid polyurethane foam wastes
Source abstract
Abstract
This paper presents the results of an experimental study concerning the incorporation of polyurethane (PUR) foam wastes into cementitious mixtures in order to produce lightweight concrete. A semi-empirical method is first proposed to predict the density of fresh PUR foam-based concrete mixtures. Seven concrete mixtures containing various PUR foam volume fractions (from 13.1% to 33.7%), and two reference concrete mixtures (without PUR foam) were prepared and characterized. In particular, their thermal and mechanical properties were determined. This permitted to quantify the influence of the PUR foam volume fraction on these parameters. Some specimens were maintained under water during 28 days, while the others were dried in air. The PUR-foam concrete thermal conductivity and compressive strength are, respectively, 2–7 times and 2–17 times lower than those of the reference mixture, depending on the volume fraction of PUR foam and on the curing conditions. Besides, the use of PUR foam in concrete implies a strong increase in the drying shrinkage and in the mass loss during the first seven days. These results can be related to the high porosity and the weak compressive strength of alveolar polyurethane.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Microbial Applications in Construction Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (37)
Show source-provided references
1. Zevenhoven R. Treatment and disposal of polyurethane wastes: options for recovery and recycling. Report TKK-ENY-19, Helsinki University of Technology, Department of Mechanical Engineering, Energy Engineering and Environmental Protection Publications; 2004.
2. ISOPA. Fact sheet on Recycling and recovering polyurethanes: options in practise; 2005. .
3. A techno-economic study of the disposal of polyurethane foam waste by incineration and heat recovery10.1177/026248938500400504 ↗
4. Use of waste materials in the construction industry
5. Recycled foam and cement composites in insulating concrete forms
6. The effect of foam polystyrene granules on cement composite properties10.1016/j.cemconcomp.2003.09.004 ↗
7. Polyethylene foam waste utilization for light-weight concrete production10.1080/00914030008033331 ↗
8. Investigation of the absorption of water by lightweight aggregate from cement paste10.1016/0262-5075(79)90008-3 ↗
9. Lo TY, Cui HZ, Tang WC, Leung WM. The effect of aggregate absorption on pore area at interfacial zone of lightweight concrete. Construct Build Mater, in press, doi: 10.1016/j.conbuildmat.2006.10.011.10.1016/j.conbuildmat.2006.10.011 ↗
10. Penetration of cement paste into lightweight aggregate10.1016/0008-8846(92)90135-I ↗
11. Mounanga P, Turcry P, Poullain P. Thermal and mechanical effects of the incorporation of polyurethane foam wastes in a mortar. 24th University meetings of Civil Engineering, “Building: a new challenge”, La Grande Motte (France); 2006 [in French].
12. NF EN 18-560. Aggregates. Particle size distribution by sieving. French standards, AFNOR editions; 1990.
13. NF EN 196-1. Methods of testing cement – Part 1: Determination of strength. European standards, AFNOR editions; 2006.
14. NF P18-427. Determination of the dimensional variations between two opposite faces of hardened test specimen concrete. French standards, AFNOR editions; 1996.
15. Determining the thermophysical properties of construction materials by the plane source method in transitory and asymptotic regime10.1051/rphysap:01987002206043100 ↗
16. Rapid determination of the thermophysical properties of various materials. Method of the hot plane film10.1051/epjap:2004010 ↗
17. Determination of the thermophysical properties of evolutive porous media: application to civil engineering materials10.1051/epjap:2005095 ↗
18. Performance of fly ash concretes containing lightweight EPS aggregates10.1016/S0958-9465(03)00034-9 ↗
19. Properties of lightweight expanded polystyrene aggregate concretes containing fly ash10.1016/j.cemconres.2004.11.015 ↗
20. Particle size effect on EPS lightweight concrete compressive strength: experimental investigation and modelling10.1016/j.mechmat.2006.05.008 ↗
21. Effect of the addition of wood shavings on thermal conductivity of sand concretes: experimental study and modelling10.1016/j.conbuildmat.2005.12.008 ↗
22. The effects of aggregate properties on lightweight concrete10.1016/j.buildenv.2005.06.031 ↗
23. Investigation of the mix ratio design of lightweight aggregate concrete10.1016/j.cemconres.2004.09.029 ↗
24. Interfacial interactions in lightweight aggregate concretes and their influence on the concrete strength10.1016/0958-9465(96)00002-9 ↗
25. Strength and durability of lightweight concrete10.1016/S0958-9465(02)00141-5 ↗
26. Taking into account the inclusions’ size in lightweight concrete compressive strength prediction10.1016/j.cemconres.2004.06.002 ↗
27. Estimation of the elastic moduli of lightweight aggregate10.1016/0008-8846(95)00009-7 ↗
28. Effect of aggregate properties on the strength and stiffness of lightweight concrete10.1016/S0958-9465(02)00020-3 ↗
29. The effects of bond strengths between lightweight and ordinary aggregate-mortar, aggregate-cement paste on the mechanical properties of concrete10.1016/S0921-5093(03)00595-1 ↗
30. Effect of polystyrene aggregate size on strength and moisture migration characteristics of lightweight concrete10.1016/j.cemconcomp.2006.02.018 ↗
31. Drying of saturated lightweight concrete: an experimental investigation10.1007/BF02485989 ↗
32. Shrinkage of high-strength lightweight aggregate concrete exposed to dry environment
33. Turcry P, Loukili A, Rozière E. Influence of the substitution of cement by mineral addition on the cracking risk of self-compacting concretes – discussion on the interpretation of drying shrinkage measurements. National conference on transfer “Transfert 2006”, Lille (France); 2006 [in French].
34. The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete10.1016/S0008-8846(02)01032-3 ↗
35. Investigation of properties of low-strength lightweight concrete for thermal insulation10.1016/j.buildenv.2005.09.024 ↗
36. Farouki · 1986 · vol. 11
37. Predicting of adiabatic temperature rise in conventional and high-performance concretes using a 3D microstructural model10.1016/S0008-8846(97)00264-0 ↗