Building components- compartment floor - tdrnxa03b-06
 
 


Cross-section of standard configuration
[Additional views]

last update03.06.2014/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/m
Classified by IBS
 
Thermal performance U [W/(m²K)] 0,27 
Diffusion adequate 
mw,B,A [kg/m²] 26,2 
energy storage capacity per unit area above: 103,9 kg/m
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
 50,0 cement screed or anhydrite screed  1,330  50 - 100  2000  1,080   A1
  plastic separation layer   0,200  100000  1400  1,400   E
 30,0 impact sound absorbing subflooring MW-T [s'=10 MN/m]   0,035  68  1,030   A1
 40,0 fill   0,700  1800  1,000   A1
  trickling protection            E
 19,0 particleboard   0,130  50 - 100  700  1,700   D
 220,0 finger-jointed solid construction timber (80/..; e=625)  0,130  50  500  1,600   D
 100,0 sheep wool [0,041; R=16]   0,041  16  1,720   E
 24,0 spruce wood cladding with spacing of cladding boards(24/100); a=400  0,130  50  500  1,600   D
 27,0 resilient channel placed between cladding with spacing           
 25,0 gypsum plasterboards with improved properties at high temperatures (fire) (2x12,5 mm) or  0,250  10  800  1,050   A2
 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)