|
|
 A++ A+ A B C D E F G
|
| mass |
437,8 kg/m² |
| PENRT |
1063 MJ/m² |
| GWP total |
67,5 kg CO2/m² |
| AP |
0,255 kg SO2/m² |
|
| no. |
type |
layer (from inside to outside) |
d
cm |
λ
W/mK |
R
m²K/W |
ΔOI3
pts/m² |
| 1 |
 |
Normal plastering mortar GP lime cement (1800 kg/m³) |
1,50 |
1,050 |
0,01 |
3 |
| 2 |
|
Vertically perforated brick (old pre-1980 stock) + normal mortar for brickwork (1200 kg/m³) |
30,00 |
0,500 |
0,60 |
63 |
| 3 |
|
One-layer plastering mortar for external OC lime cement mortar (1800 kg/m³) |
1,50 |
1,050 |
0,01 |
3 |
| 4 |
 |
inhomogeneous (parts horizontal) |
8,00 |
|
|
|
| |
|
72 cm (90%) Glass wool MW(GW)-WL (15 kg/m³) |
8,00 |
0,040 |
2,00 |
4 |
| |
|
8 cm (10%) Timber (475 kg/m³ - e.g. spruce/fir) - rough, technically dried |
8,00 |
0,120 |
0,67 |
0 |
| 5 |
|
inhomogeneous (parts vertical) |
8,00 |
|
|
|
| |
|
72 cm (90%) Glass wool MW(GW)-WL (15 kg/m³) |
8,00 |
0,040 |
2,00 |
4 |
| |
|
8 cm (10%) Timber (475 kg/m³ - e.g. spruce/fir) - rough, technically dried |
8,00 |
0,120 |
0,67 |
0 |
| 6 |
|
Holzwolleleichtbauplatte (Wood wool panel WW, magnesite-bonded (350 kg/m³)) |
2,50 |
0,110 |
0,23 |
2 |
| 7 |
|
Plaster for repair R (350 kg/m³) |
1,50 |
0,120 |
0,13 |
1 |
| |
|
Rsi / Rse = |
0,130 / 0,040 |
|
| |
|
R' / R'' (max. relative error: 3,4%) = |
4,798 / 4,484 |
|
| |
|
building element |
53,00 |
|
4,641 |
81 |
|
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