Abstract

The energy required for the heating and cooling of buildings is strongly dependant on the thermal properties of the construction material. Cement mortar is a common construction material that is widely used in buildings. The main aim of this study is to assess the thermal properties of cement mortar in terms of its ther­mal conductivity, heat capacity and thermal diffusivity in a wide range of grades (cement: sand ratio between 1:2 and 1:8). As there is insufficient information to predict the thermal conductivity and diffusivity of a cement mortar from its physical and mechanical properties, the relationships between thermal conductivity and diffu­sivity and density, compressive strength, water absorption and porosity are also discussed. Our results indicate that, for a cement mortar with a 28-day compressive strength in the range of 6–60 MPa, thermal conductivity, specific heat and thermal diffusivity are in the range of 1.5–2.7 W/(m.K), 0.87–1.04 kJ/kg.K and 0.89–1.26 (x10-6 m2/s), respectively. The scanning electron microscope (SEM) images showed that pore size varied from 18 μm to 946 μm for samples with different cement-to-sand ratios. The porosity of cement mortar has a signifi­cant effect on its thermal and physical properties. For this reason, thermal conductivity and thermal diffusivity was greater in cement mortar samples with a higher density and compressive strength.

Highlights

  • The energy required for the heating and cooling of buildings is strongly dependant on the thermal properties of the construction material

  • The C-value of a cement-based material is the amount of energy which is required to raise the temperature of a unit of mass by one degree

  • Low thermal conductivity results in good thermal performance, indicating that the mortar is suitable for use as a heat-resistant material

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Summary

Introduction

The energy required for the heating and cooling of buildings is strongly dependant on the thermal properties of the construction material. Kim et al [5] evaluated the effect of variations in type of mixture, age, fine aggregate fraction, total aggregate volume fraction, water-to-cement (W/C) ratio, temperature and humidity conditions on the thermal conductivity of mortar. They reported that the factor with the greatest influence on the k-value of mortar is the type of mixture. Lertwattanaruk et al [7] measured the k-value of different mortars for masonry and plastering in which cement was replaced by ground seashells, like short-necked clam, green mussel, oyster and cockle shells. The k-values of the mortars without POFA were between 1.44 and 2.25 W/ (m·K), whereas for the mortars with 50% POFA the k-­values were in the range of 0.77 to 1.4 W/(m·K)

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