Table 3.
Construction | Layer |
d [m] |
λ [W/mK] |
ρ [kg/m3] |
cP [J/kgK] |
U [W/m2K] |
---|---|---|---|---|---|---|
IW | Lime Mortar | 0.025 | 0.81 | 1600 | 1050 | 1.37 |
Clay Block | 0.25 | 0.61 | 1400 | 920 | ||
Lime Mortar | 0.025 | 0.81 | 1600 | 1050 | ||
IC1 | Lime Mortar | 0.025 | 0.81 | 1600 | 1050 | 1.84 |
Monta | 0.16 | 0.6 | 1200 | 920 | ||
Cement Screed | 0.04 | 1.4 | 2100 | 1050 | ||
Reinforced Concrete | 0.04 | 2.04 | 2400 | 960 | ||
Ceramic Tiles | 0.015 | 0.87 | 1700 | 920 | ||
IC2 | Lime Mortar | 0.025 | 0.81 | 1600 | 1050 | 1.6 |
Monta | 0.16 | 0.6 | 1200 | 920 | ||
Cement Screed | 0.04 | 1.4 | 2100 | 1050 | ||
Reinforced Concrete | 0.04 | 2.04 | 2400 | 960 | ||
Parquet | 0.021 | 0.21 | 700 | 1670 | ||
IC3 | Lime Mortar | 0.025 | 0.81 | 1600 | 1050 | 1.83 |
Monta | 0.16 | 0.6 | 1200 | 920 | ||
Cement Screed | 0.04 | 1.4 | 2100 | 1050 | ||
Reinforced Concrete | 0.04 | 2.04 | 2400 | 960 |