Building components- compartment floor - tdrnxa03b-06
 
 


Cross-section of standard configuration
[Additional views]

last update21.03.2013/hfa.plb 		Data sheet

 compartment floor: timber frame construction, suspended, wet


Performance rating

Fire protection performance  REI 60 
maximum span = 5 m; maximum load Ed,fi = 3,66 kN/mē
Classified by IBS
 
Thermal performance U [W/m²K] 0,27 
Diffusion adequate adequate 
mw,B,A [kg/m²] 26,2 
energy storage capacity per unit area above: 103,9 kg/mē
Calculated by HFA
 
Acoustic performance Rw (C;Ctr)   70 (-1;-6)
Ln,w (Cl)  41 (0) 
Assessed by TGM
 
Sustainability* OI3Kon 8,0 
Calculated by IBO
 
   
  Register of building materials used for this application, cross-section
(from top to bottom, dimensions in mm)

  Thickness Building material  λ   μ min - max   ρ   c  Reaction to fire
EN
A   50,0 cement screed or anhydrite screed  1,330  50 - 100  2000  1,080   A1
B    plastic separation layer   0,200  100000  1400  1,400   E
C   30,0 impact sound absorbing subflooring MW-T   0,035  1  68  1,030   A1
D   40,0 fill   0,700  2  1800  1,000   A1
E    trickling protection            E
F   19,0 particleboard   0,130  50 - 100  700  1,700   D
G   220,0 finger-jointed solid construction timber (80/..; e=625)  0,130  50  500  1,600   D
H   100,0 sheep wool [0,041; R=16]   0,041  1  16  1,720   E
I   24,0 spruce wood cladding with spacing of cladding boards(24/100); a=400  0,130  50  500  1,600   D
J   27,0 resilient channel placed between cladding with spacing           
K   25,0 gypsum plasterboards with improved properties at high temperatures (fire) (2x12,5 mm) or  0,250  10  800  1,050   A2
K   25,0 gypsum fibre board (2x12,5 mm)  0,320  21  1000  1,100   A2


* Details of sustainability rating

GWP
[kg CO2 Äqv.]		 AP
[kg SO2 Äqv.]		 PEI ne
[MJ]		 PEI e
[MJ]		 EP
[kg PO4 Äqv.]		 POCP
[kg C2H4 Äqv.]
-11,7 0,177 681,7 716,2 0,027 0,012


* Mass per unit area

m
[kg/m²]		 calculation based on
226,0 gypsum plasterboard (DF)