Abstract

This article presents the influence of granulated foam glass (GFG) on thermal insulation and mechanical properties of lightweight cement mortars. The mortars were additionally modified with addition of ground perlite dust. Ground expanded perlite waste was introduced into the cement matrix in the amounts of 10%, 20%, and 30% of cement mass. The results show that application of this waste increases the strength of the mortars as well as decreases their thermal conductivity coefficient. A series of mortars were prepared with introduction of granulated foam glass with mass per unit filler/cement ratio equal to 0.6, 0.9, and 1.2. The aggregate composition of GFG was combined from different monofractions in the range 0–2 mm so that it filled the mortar volume to the maximum. Additionally, mortars were made, in which 20% of 0–0.25 mm GFG volume was replaced with quartz sand with the same granulation. Each mortar series was modified with addition of ground perlite waste in the amount of 20% of cement mass. The results indicate an improvement of thermal insulation properties along with greater participation of perlite in the mortars. The increase of the thermal conductivity coefficient was observed in the mortars, where the GFG was replaced with quartz sand. Greater amount of GFG results in decrease of compressive strength, but it can be improved by replacing part of the lightweight filler with sand or by introducing the addition of ground expanded perlite to the matrix. This also results in lower water absorption of mortars. Research proved that in most cases, the addition of ground expanded perlite decreased the capillary sorption of mortars, as well as the water absorption coefficient by capillary action, with growing proportion of the lightweight filler.

Highlights

  • Academic Editor: Chun-Qing Li is article presents the influence of granulated foam glass (GFG) on thermal insulation and mechanical properties of lightweight cement mortars. e mortars were modified with addition of ground perlite dust

  • A series of mortars were prepared with introduction of granulated foam glass with mass per unit filler/cement ratio equal to 0.6, 0.9, and 1.2. e aggregate composition of GFG was combined from different monofractions in the range 0–2 mm so that it filled the mortar volume to the maximum

  • Each mortar series was modified with addition of ground perlite waste in the amount of 20% of cement mass. e results indicate an improvement of thermal insulation properties along with greater participation of perlite in the mortars. e increase of the thermal conductivity coefficient was observed in the mortars, where the GFG was replaced with quartz sand

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Summary

Lightweight Cement Mortars with Granulated Foam Glass and Waste Perlite Addition

Is article presents the influence of granulated foam glass (GFG) on thermal insulation and mechanical properties of lightweight cement mortars. e mortars were modified with addition of ground perlite dust. Is article presents the influence of granulated foam glass (GFG) on thermal insulation and mechanical properties of lightweight cement mortars. Greater amount of GFG results in decrease of compressive strength, but it can be improved by replacing part of the lightweight filler with sand or by introducing the addition of ground expanded perlite to the matrix. Research proved that in most cases, the addition of ground expanded perlite decreased the capillary sorption of mortars, as well as the water absorption coefficient by capillary action, with growing proportion of the lightweight filler. E granulated foam glass (GFG) was used as a lightweight filler due to its very good insulation properties, spherical shape of grains, and relatively low water absorption. The cement matrix was modified by the introduction of pozzolanic additive such as ground expanded perlite dust. Ground raw perlite has smaller but still good pozzolanic properties [26]. e use of pozzolanic additives including ground expanded perlite powder is one of the most effective methods of suppressing the ASR reaction [27,28,29]

Materials and Methods
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