Dieses Bauteil bzw. diese Bauteilvariante ist nicht für den deutschen Gültigkeitsbereich zulässig.
floor towards attic (uninhabitable) timber frame construction, not suspended, dry, Gipsplatte
Fire performance | REI | 60 |
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maximum span = 5 m; maximum load Ed,fi = 3,66 kN/m²
Classified by HFA
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Thermal performance | U | 0,19 W/(m2K) |
Diffusion | adequate | |
Calculated by HFA
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Acoustic performance | Rw (C;Ctr) | 44 dB (-3; -7) |
Ln,w (Cl) | ||
Rating by TGM
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Mass per unit area | m | 71,5 kg/m2 |
Calculation based on gypsum plaster board type DF GKF
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Thickness [mm] | Building material | Thermal performance | Reaction to fireklasse EN | ||||
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λ | μ min – max | ρ | c | ||||
A | 24,0 | planking spruce wood | 0,120 | 50 | 450 | 1,600 | D |
B | wind barrier | 1000 | |||||
C | 220,0 | construction timber (80/..; e=*) | 0,120 | 50 | 450 | 1,600 | D |
D | 220,0 | cellulose fibre [040; E] | 0,040 | 1-2 | 55 | 2,000 | E |
E | 18,0 | OSB (sealed with airtight tape) | 0,130 | 200 | 600 | 1,700 | D |
F | 24,0 | spruce wood cladding with spacing of cladding boards(24/100); a=400 | 0,120 | 50 | 450 | 1,600 | D |
G | 25,0 | gypsum plaster board type DF (2x12,5 mm) or | 0,250 | 10 | 800 | 1,050 | A2 |
G | 25,0 | gypsum fibre board (2x12,5 mm) | 0,320 | 21 | 1000 | 1,100 | A2 |
Global warming potential | Share of renewable Primary Energy | Resources | |||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Lifecycle Phase |
GWP-F [kgCO2Äqv.] |
GWP-B [kgCO2Äqv.] |
GWP-T [kgCO2Äqv.] |
PERE [MJ] |
PERM [MJ] |
PERT [MJ] |
PENRE [MJ] |
PENRM [MJ] |
PENRT [MJ] |
AP [kgSO2Äqv.] |
EP [kgPO4Äqv.] |
ODP [kgR11Äqv.] |
POCP [kgEthenÄqv.] |
A1 - A3 | 20,157 | -70,865 | -50,708 | 110,697 | 730,143 | 840,840 | 315,305 | 19,412 | 334,718 | 0,098 | 0,042 | 1.8380447E-6 | 0,021 |
Last update 02.08.2023/nu.ge