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Building Services

         Strain Diagram for Different Types of Pipes

         Metal and plastic materials contract at low temperatures and expand under heat. Such physical conditions need to be taken into consideration in
         particular for pipes of heating installations, which are subject to continuous temperature variations due to the thermostat control. Due to
         appropriate pipe fixtures, which are able to swing or shift, such stress forces are being avoided.



          PE 0,2 (mm/mK) × 10°


          Cu 0,0165 (mm/mK)
          PP 0,115 (mm/mK)


          Fe 0,0115 (mm/mK)


          PVC 0,08 (mm/mK) × 10°







                                                 1   2


                                  Temperature difference Δ T (K)           Linear thermal expansion Δ L (mm)


          An example:
                                                               Calculation formula for linear thermal
          1
          1     Copper pipe, Cu pipeline length 30 m
                                                               expansion
            Temperature difference ΔT = 50° K
            Linear thermal expansion ΔL = 24,75 mm             ΔL = L × ΔT × α
                                                               (mm)   (m)           (mm/mK)
          2
          2     PVC pipe, pipeline length L = 40 m
            Temperature difference ΔT = 40° K                  ΔL   = linear thermal expansion
            Linear thermal expansion ΔL = 128 mm               L      = pipeline/pipe section length
                                                               ΔT   = temperature difference
                                                               α     = linear thermal expansion coefficient
          Attention!
          For plastic pipes (PE, PP, PVC), the read-off linear themal expansion
          from the diagram must be multiplicated by factor 10.

         The Permissible Load in Newton (N) During Bending for:

         Threaded Pipes                                       Threaded Pins (4.6)











          Threaded  Distance L to pipe centre in mm            Threaded rod Ø  Distance L to pipe centrum in mm
          rod Ø
                   50    100   150   200  250  300  400  500                   50    100  150   200  250   300
          1/2”     1.222  611  407   305  239  166  93  59     M6              34    10   –     –    –     –
          3/4”     2.150  1.075  716  537  430  358  121  136  M8              85    36   15    –    –     –
          1”       4.277  2.138  1.425  169  855  712  231  340  M10           170   85   40    22   14    10
                                                               M12             300   150  86    48   31    22
         Berechnungsgrundlage:                                 M16             780   390  260   173  111   77
         Maximum deflection:   fmax = L/150
         Permissible steel stress:   α = 160 N/mm²




        Technical data subject to change.
        Availability subject to country specific rules and regulations.   www.iconridge.com  Source: Theo Förch GmbH & Co. KG                   253
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