2020
DOI: 10.1016/j.conbuildmat.2020.120349
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Analysis of fire resistance of cement mortars with mineral wool from recycling

Abstract: Waste mineral fibres are an alternative to the reinforcement fibres used nowadays.• After the test mortars reinforced with mineral fiber waste improve thermal properties.• It is possible to replace large amount of the volume of sand used by mineral fiber waste.• Mortars with fibre residues after the fire test maintain its mechanical properties.

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Cited by 18 publications
(9 citation statements)
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“…Tran et al [20] developed an aerogel from rice straw and polyvinyl alcohol (PVA) with low densities, high porosities, low thermal conductivities, and good mechanical properties. Ramírez et al [21] recorded a drop in thermal conductivity of mortars incorporated with both rock wool and glass fiber when compared the control mortar. Likewise, Hareedy, Nasr, and Sadek [22] also observed a drop in thermal conductivity in cement bounded boards when rice straw was used to replace fines partially.…”
Section: Introductionmentioning
confidence: 99%
“…Tran et al [20] developed an aerogel from rice straw and polyvinyl alcohol (PVA) with low densities, high porosities, low thermal conductivities, and good mechanical properties. Ramírez et al [21] recorded a drop in thermal conductivity of mortars incorporated with both rock wool and glass fiber when compared the control mortar. Likewise, Hareedy, Nasr, and Sadek [22] also observed a drop in thermal conductivity in cement bounded boards when rice straw was used to replace fines partially.…”
Section: Introductionmentioning
confidence: 99%
“…As shown in Table 10, mortars made with natural aggregate have a higher Shore D surface hardness compared to masonry mortars made with recycled concrete aggregate. In addition, it can be seen how the incorporation of aramid fibers does not produce an improvement in this physical property of the material [82]. Additionally, it is observed that the bond strength of the mortar applied on a brick masonry is reduced in the case of mortars made with recycled aggregate, with worse results in the dosages with a cement/aggregate ratio of 1:4 and with the incorporation of fibers being detrimental to this property [83].…”
Section: Complementary Physical Characterization Testsmentioning
confidence: 99%
“…For the preparation of the test samples, indications from UNE EN 13279-2 standard were followed, as well as instructions from studies conducted by Serrano [26] and Piña [27]. Panels measuring 320 ± 1.5 mm x 150 ± 1.5 mm with a thickness of 15 mm were prepared, having a water/plaster mass ratio of 0.8.…”
Section: Test Sample Preparationmentioning
confidence: 99%