Polymeric Waste from Recycling Refrigerators as an Aggregate for Self-Compacting Concrete

被引:9
作者
da Silva, Lucas Ramon Roque [1 ]
da Silva, Josimara Aparecida [2 ]
Francisco, Matheus Brendon [1 ]
Ribeiro, Vander Alkmin [3 ]
de Souza, Michel Henry Bacelar [4 ]
Capellato, Patricia [2 ]
Souza, Marcelo Anderson [5 ]
Claret dos Santos, Valquiria [4 ]
Cesar Goncalves, Paulo [4 ]
de Lourdes Noronha Motta Melo, Mirian [1 ]
机构
[1] Fed Univ Itajuba UNIFEI, Inst Engn Mech, BR-37500903 Itajuba, Brazil
[2] Fed Univ Itajuba UNIFEI, Inst Chem & Phys, BR-37500903 Itajuba, Brazil
[3] Itajuba Univ Ctr, Itajuba Teaching & Res Fdn, BR-37501002 Itajuba, Brazil
[4] Fed Univ Itajuba UNIFEI, Inst Nat Resources, BR-37500903 Itajuba, Brazil
[5] Fox Ind Circular Econ, Highway Dom Gabriel Paulino Bueno Couto,1800 Km, BR-13318000 Sao Paulo, Brazil
关键词
concrete; mechanical properties; polymeric waste; recycled aggregates; recycled concrete aggregate; self-compacting concrete; LIGHTWEIGHT CONCRETE; PERFORMANCE; COMPOSITES; POLYPROPYLENE; FIBERS; IMPACT; FRESH;
D O I
10.3390/su12208731
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The inadequate disposal of household appliances by consumers and industries have annually been generating enormous amounts of polymeric waste (PW). So, the interest in reuse of PW in civil construction has increased. The production of new cementitious materials, such as concrete with PW, proves to be a promising solution to inappropriate disposal of this waste. In this study, self-compacting concrete (SCC) was developed with partial replacement of the coarse aggregates by polymeric waste (PW) from the recycling of refrigerators. In the SCC reference mixture, Portland cement, silica fume, sand, gravel and superplasticizer were used. The study also grouped the gravel as replaced by 5%, 10%, 15% and 20% of PW. In order to analyze the samples, the following tests were used: spreading, viscosity, passing ability, compressive strength, tensile strength, microstructure, modulus of elasticity, specific gravity, absorption, voids index and electrical resistivity. The SCC found showed adequate homogeneity and viscosity, staying within the normative parameters. The mechanical resistance was above 20 MPa; specific mass between 1870 to 2260 kg/m(3); modulus of elasticity ranged from 34 to 14 GPa; and electrical resistivity between 319 to 420 ohm.m. Due to the mechanical resistance, the SCC with PW can be used for structural purposes and densely reinforced structures such as pillars, beams and foundation elements.
引用
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页码:1 / 19
页数:19
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