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    Trenchless Constructionfor District Heating networks

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    +

    Source: Weidlich

    Combining Trenchless Technology andDistrict Heating

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    Trenchless Technology: Installation problem.

    District Heating pipelines: Operation problem.

    Source: AGFW

    Combining Trenchless Technology andDistrict Heating

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    Source: Weidlich, BRUGG

    Steel medium pipe

    PUR insulation foamPE-coating

    Characteristics of District Heating pipes

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    Structural analysis is required, because of

    Temperature up to 140

    C,Pressure of 25 bar,

    Pipe soil interaction.

    Source: EN13941

    Structural Analysis

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    [DIN EN 13941:2007]

    - friction forces f u (axial interaction)- bedding pressure p v (lateral interaction)

    F

    f u

    uu u

    p

    pu

    vu v

    Source: AGFW

    Characteristics of DH pipelines

    [Foto: Weoidlich]

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    )0(

    MMtH EAN

    )0(Ru

    )0(MMt

    GF

    EA

    l

    2

    l

    EA

    Fw

    2G

    )0(Ru

    max

    Normal stresses in the adhering section:

    Length of the gliding section:

    Maximum displacement:

    z,w

    x,u

    +

    0friction forces

    adhering section gliding section

    Distripipeli

    Axial

    Source: AGFW

    Characteristics of DH pipelines

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    D

    H r

    2

    02* d

    D F

    r Ru

    21

    *2* k

    D H m

    m

    Rohr Ru Gk

    D H D F ''21*2****

    Source: Weidlich

    Characteristics of DH pipelines

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    Contact pressure is not clearly understood.

    Main influences: Acting earth pressure Use of bentonite suspensions Temperature Time / Durability of the pipe

    Because of that, the use of trenchless technology in the DH sector is still seenwith caution. In Germany today ATV A 161 is used.

    Source: Weidlich

    Contact pressure

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    30 years of service lead to cyclic loads.

    Pipe type Equivalent full action cycles in30 years according to EN13941

    Major pipelines 100

    Main pipelines 250

    House serviceconnections

    1000

    [DIN EN 13941:2007]

    Cyclic interaction

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    EN13941:2003 , Design and installation of preinsulated bonded pipe systemsfor district heating

    EN253:2009 , District heating pipes Preinsulated bonded pipe systems fordirectly buried hot water networks Pipe assembly of steel service pipe,

    polyurethane thermal insulation and outer casing of polyethylene

    FW401:2007 , Laying and structural analysis of plastic jacket pipes for districtheating networks

    ATV127:2000 , Statische Berechnung von Abwasserkanlen und -leitungen

    FW420:2004 , Part 1 bis 5, Flexible district heating pipeline systems

    EN489:2009 , District heating pipes - Preinsulated bonded pipe systems for directly buried hot water networks - Joint assembly for steel service pipes, polyurethane thermalinsulation and outer casing of polyethylene .

    Source: Weidlich

    Standard and technical rules

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    Pipe quality requirements: PE-coatingStrong interaction between soil and pipe during installation

    Source: BRUGG Pipesystems

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    Strong interaction between soil and pipe during operation

    Coarse soil environment will affect the pipe coating

    and the joints due to cyclic loading.

    Source: FFI

    Pipe quality requirements: PE-coating

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    Stress-strain coupling between the medium pipe,insulation foam and the PE-coating is necessary.

    The allowed shear stress in the foam is t ax

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    Pipe curving means additional bending and stress in the pipe

    sDCR adesign

    bzul

    aelast 2

    DER

    Source: AGFW

    Pipe quality requirements: Steel medium pipe

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    Characteristics of trenchless technology

    Use of bentonite slurries as a friction reducer.

    Source: TRACTO TECHNIK

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    Reduction of technological barriers

    Temperature dependence of bentonite suspensions for drilling

    Classification tests showed no influence of the temperature fortypical coating temperatures of 20 , 30 and 40 degrees.

    Source: IGth

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    In some tests a temperature dependent behaviour of bentonite-sand

    mixture was observed.

    Coefficient of friction for 40 C drying

    0,29

    0,33

    0,37

    0,42

    0

    0,05

    0,1

    0,15

    0,2

    0,25

    0,3

    0,35

    0,4

    0,45

    PE + Sand + Bentonite(fresh)

    PE + Sand + Bentonite(2d drying)

    PE + Sand + Bentonite(10d drying)

    PE + Sand

    C o e

    f f i c i e n

    t o f

    f r i c t i o n

    Reduction of technological barriers

    Source: IGth

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    Outlook

    Combining Trenchless Technology and District Heating is promising forpreinsulated bonded district heating pipes.

    Combining Trenchless Technology and District Heating