Dieses Bauteil bzw. diese Bauteilvariante ist nicht für den deutschen Gültigkeitsbereich zulässig.
intermediate floor timber frame construction, suspended, dry, without filling
Fire performance | REI | 60 |
---|---|---|
maximum span = 5 m; maximum load Ed,fi = 3,66 kN/m²
Classified by HFA
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Thermal performance | U | 0,28 W/(m2K) |
Diffusion | adequate | |
Acoustic performance | Rw (C;Ctr) | 63 dB (-4; -11) |
Ln,w (Cl) | 52 dB (2) | |
Mass per unit area | m | 72,3 kg/m2 |
Calculation based on gypsum plaster board type DF GF
|
Thickness [mm] | Building material | Thermal performance | Reaction to fireklasse EN | ||||
---|---|---|---|---|---|---|---|
λ | μ min – max | ρ | c | ||||
A | 25,0 | dry screed | 0,210 | 8 | 900 | 1,050 | A1 |
B | 30,0 | impact sound absorbing subflooring MW-T | 0,035 | 1 | 68 | 1,030 | A1 |
C | 18,0 | OSB | 0,130 | 200 | 600 | 1,700 | D |
D | 220,0 | construction timber (80/..; e=625) (80/..; e=*) | 0,120 | 50 | 450 | 1,600 | D |
E | 100,0 | sheep wool [0,041; R=16] | 0,041 | 1 | 16 | 1,720 | E |
F | 24,0 | spruce wood cladding with spacing of cladding boards(24/100); a=400 | 0,120 | 50 | 450 | 1,600 | D |
G | 27,0 | resilient channel (placed between open formwork) | |||||
H | 25,0 | gypsum plaster board type DF (2x12,5 mm) or | 0,250 | 10 | 800 | 1,050 | A2 |
H | 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 | 29,900 | -42,948 | -13,047 | 89,901 | 438,537 | 528,438 | 439,173 | 17,145 | 456,318 | 0,127 | 0,047 | 2.3250648E-6 | 0,038 |
Last update 02.08.2023/nu.ge