Thermal Properties of Lightweight Steel Concrete Wall Panels under Different Humidity Conditions

Author:

Rybakov Vladimir,Ananeva Irina,Seliverstov Anatoly,Usanova KseniiaORCID

Abstract

The paper presents the thermal properties of lightweight steel concrete wall panels under different humidity conditions: under normal operation conditions and high moisture of the structure. The total thermal resistance (considering thermal inhomogeneity) of the enclosing lightweight steel concrete structure with a thickness of 310 mm using monolithic low-density foam concrete (density grade of D200), at an equilibrium humidity of 5% and 8%, was experimentally established. It was equal to 4.602 m2.0C/W and 4.1 m2.0C/W, respectively. In the dry state, the total thermal resistance of this structure was 5.59 m2.0 C/W, which corresponds to a thermal conductivity coefficient of 0.057 m °C/W. The influence of both horizontal and vertical joints of lightweight steel concrete wall panels and the absence of thermoprofiles on thermal properties was insignificant when using heat-insulating gaskets. The actual total thermal resistance of the structure was 2.5–2.8 times higher than that obtained by calculation under high-humidity conditions (29–32%). At the same time, the decrease in the value compared to the same value at an equilibrium humidity of 5% was only 4–6%. This indicates the good workability even of a structure with high-humidity foam concrete if the reduced total thermal resistance is complied with by the standardized one.

Funder

Ministry of Science and Higher Education of the Russian Federation under the strategic academic leadership program ‘Priority 2030’

Publisher

MDPI AG

Subject

General Materials Science

Reference28 articles.

1. Fire resistance of lightweight steel-concrete slab panels under high-temperature exposure;Rybakov,2021

2. Heat and humidity performance of EPS and Rock wool board external thermal insulation system;Yang,2019

3. The selecting of building insulation material by the analytic hierarchy process;Wu,2018

4. Life cycle assessment for masonry exterior wall assemblies made of traditional building materials;Zimele,2019

5. Combustibility of lightweight foam concrete based on natural protein foaming agent;Rybakov,2021

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