Measures to Reduce Stray Currents caused by d.c....
-
Upload
vuongthuan -
Category
Documents
-
view
230 -
download
2
Transcript of Measures to Reduce Stray Currents caused by d.c....
© Laboratory for Cathodic Protection and Interference
Technische Akademie Wuppertal e.V.
Measures to Reduce Stray Currents
caused by d.c. Traction Systems
by Ulrich Bette
Light Rail Day 2013, Copenhagen
1
© Laboratory for Cathodic Protection and Interference
Technische Akademie Wuppertal e.V.
Contents
Basic Principles EN 50122-2 Conductance per length Green tracks Interference Conclusion
2
© Laboratory for Cathodic Protection and Interference
Technische Akademie Wuppertal e.V.
Basic Principles
Anodic partial reaction (material removal): 2 Fe -> 2 Fe++ + 4 e-
Cathodic partial reactions Oxygen corrosion: O2 + 2 H2O + 4 e- -> 4 OH-
Hydrogen corrosion: 4 H2O + 4 e- -> 2 H2 + 4 OH-
3
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
Stray current (EN 50122-1):
Part of the current caused by a d.c.-traction system which follows paths other than the return circuit.
4
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
Current entry points: ionic conduction electron conduction transition
O2 + 2 H2O + 4 e- 4 OH-
Current exit points: electronic conduction ionic conduction transition
2 Fe 2 Fe2+ + 4 e-
5
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
Cathodic partial reaction:
O2 + 2 H2O + 4 e- 4 OH-
Anodic partial reaction:
2 Fe 2 Fe2+ + 4 e-
6
Technische Akademie Wuppertal e.V.
Faraday‘s law
Basic Principles
m = 𝑀
𝐹 ∙ 𝑧 .
𝐼corr
. 𝑡
where
m is the material loss M is the molar mass, MFe = 55,845 g mol-1 Icorr is the corrosion current t is the time F is the Faraday constant, F = 96 485 As mol-1
z is the valency of the cation, zFe = 2
© Laboratory for Cathodic Protection and Interference
7
Technische Akademie Wuppertal e.V.
Basic Principles
© Laboratory for Cathodic Protection and Interference
µk= 𝑀
𝐹 ∙ 𝑧
Electrochemical equivalent
mol
Asmol
g
296485
84.55kµ
As
mg28937.0k µ
aA
kg13.9k µ
Faraday‘s law: m = µk . 𝐼corr
. 𝑡
8
Technische Akademie Wuppertal e.V.
Experiment on Faraday‘s law:
Basic Principles
dF = 5.0 mm
sS = 1.2 mm
ΡFe = 7.87 kg/dm³
© Laboratory for Cathodic Protection and Interference
Result:
t = 1.5 h
9
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
10
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
11
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
12
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
13
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
14
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
15
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
16
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
17
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
18
Technische Akademie Wuppertal e.V.
Effects of Stray Currents © Laboratory for Cathodic Protection and Interference
19
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
20
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
21
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
Rail potential along the track
Rectifier substation
Tram
22
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
23
Technische Akademie Wuppertal e.V.
Stray Current Corrosion © Laboratory for Cathodic Protection and Interference
Potential gradient at an right angle to the track Potential gradient at an right angle to the track: Interference of other installations possible 24
Technische Akademie Wuppertal e.V.
Standards, Directives © Laboratory for Cathodic Protection and Interference
BOStrab: 12/87 German Federal Regulations on the Construction and Operation of Light Rail Transit Systems EN 50122-1:2011 Railway applications - Fixed installations - Electrical safety, earthing and the return circuit - Part 1: Protective provisions against electric shock
EN 50122-2:2010 Railway applications - Fixed installations - Electrical safety, earthing and the return circuit - Part 2: Provisions against the effects of stray currents caused by d.c. traction systems
EN 50162:2004 Protection against corrosion by stray current from direct current systems
VDV 501 Reduction of the Corrosion Danger Due to Stray Currents in Tunnels of DC Traction Systems with Return Current via Running Rails Part 1: 04/93 – Provisions and Bases for Calculation Part 2: 04/93 – Measuring Methods Part 3: 09/95 – Computer Model
25
Technische Akademie Wuppertal e.V.
Standards, Directives © Laboratory for Cathodic Protection and Interference
VDV 505: 06/05 Design of and Protective Provisions for DC Rectifier Substations for DC Mass Transit Systems VDV 506: 06/05 Design of and Protective Provisions for Electrical Power Installations in Depots and Workshops for DC Mass Transit Systems VDV 507: 06/05 Design of and Protective Provisions for Electrical Power Installations Along DC Mass Transit Lines VDV 525: 06/12 Overvoltage Protection for Traction Power Supply Systems of DC Urban Rail Systems EN 13146-5:2012 Railway applications - Track - Test methods for fastening systems - Part 5: Determination of electrical resistance EN 13481:2012 Railway applications - Track - Performance requirements for fastening systems Part 2: Concrete sleepers Part 4: Steel sleepers Part 5: Slab track
26
Technische Akademie Wuppertal e.V.
EN 50122-2 © Laboratory for Cathodic Protection and Interference
To reduce stray currents, the running rails are to be so insulated against the earth that the stray current leaking relative to the length shall not exceed
Is'= 2.5 mA/m per track
during the operation.
Practical experience during the last 25 years has shown that there is no loss of use of the tracks, inclusive of the rail fastening elements, due to stray current corrosion if this value is not exceeded.
27
Technische Akademie Wuppertal e.V.
EN 50122-2 © Laboratory for Cathodic Protection and Interference
It is recommended to calculate the mean values of time of the positive rail potential changes before the detailed planning.
The maximum permissible conductance per length can be calculated as follows on the basis of these values and the permissible stray current leaking relative to the length:
RE
''
U
IG
28
Technische Akademie Wuppertal e.V.
EN 50122-2 © Laboratory for Cathodic Protection and Interference
The conductance per length per track known to date for tramways, whose rail potential changes do not exceed the following values in the positive direction on average, amounts to
≤ +5 V G' ≤ 0.5 S/km for open formation
and to
≤ +1 V G' ≤ 2.5 S/km for closed formation
REU
REU
29
Technische Akademie Wuppertal e.V.
EN 50122-2 © Laboratory for Cathodic Protection and Interference
Pointer: Running rails laid in an electrically insulating way are not suited as earth electrodes e.g. in connection with lightning protection measures.
30
Technische Akademie Wuppertal e.V.
EN 50122-2 © Laboratory for Cathodic Protection and Interference
The interconnected reinforcement of these structures, the structure earth connected to these structures and the structure earth of stopping places and rectifier substations have to be separated from the public earth.
Moreover, the reinforcement of tunnels, bridges, viaducts and reinforced track beds has to be so conductively interconnected via metal that the longitudinal voltage drop caused by stray currents does not exceed 0.2 V on average.
31
Technische Akademie Wuppertal e.V.
EN 50122-2, Annex A © Laboratory for Cathodic Protection and Interference
Key
1 reference electrode
2 insulating rail joint
Determination of the conductance per length G‘RE for at-grade tracks
32
Technische Akademie Wuppertal e.V.
EN 50122-2, Annex A © Laboratory for Cathodic Protection and Interference
Key:
R1 running rail 1
R2 running rail 2
E1 electrode 1 (close to the rail)
E2 electrode 2 (remote electrode)
uRE(t) rail potential in V
u1–2(t) voltage between electrodes E1 and E2 in V
a distance between the outer running rail and the electrode close to the rail in m
b distance between the outer running rail and the remote electrode in m
stg gauge in m
Determination of the local conductance per length G'RE for at-grade tracks
33
Technische Akademie Wuppertal e.V.
EN 50122-2 © Laboratory for Cathodic Protection and Interference
Stray current transfer ratio
Correlation
34
Technische Akademie Wuppertal e.V.
Lab Tests © Laboratory for Cathodic Protection and Interference
Determination of the volume resistivity following IEC 60093 and determination of the achievable conductance per length of chamber profiles:
35
Technische Akademie Wuppertal e.V.
EN 13146-5 © Laboratory for Cathodic Protection and Interference
Measuring circuit for determination of the electrical resistance Condition: R33 5 k
36
Technische Akademie Wuppertal e.V.
EN 13146-5 © Laboratory for Cathodic Protection and Interference
Test arrangement
Key 1 spray frame 2 spray nozzles 3 test sleepers 4 wood blocks 5 plastic pads
37
Technische Akademie Wuppertal e.V.
EN 13146-5 © Laboratory for Cathodic Protection and Interference
38
Technische Akademie Wuppertal e.V.
EN 13146-5 © Laboratory for Cathodic Protection and Interference
39
Technische Akademie Wuppertal e.V.
EN 13146-5 © Laboratory for Cathodic Protection and Interference
Measuring circuit for determination of the electrical resistance Condition: R33 5 k
This test is to ensure that train safety installations function perfectly. It cannot be used to assess stray currents as G‘ 1.2 S/km.
40
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0 Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
41
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0 Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
42
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0 Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
43
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0 Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
44
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0
Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
45
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
46
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
47
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
48
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
49
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
50
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
51
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0 Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
52
Technische Akademie Wuppertal e.V.
Green tracks © Laboratory for Cathodic Protection and Interference
53
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
54
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
EN 50162 Acceptable potential shift for installations made of steel ρ ≤ 15 Ωm ΔU = 20 mV
ρ ≥ 200 Ωm ΔU = 300 mV
15 Ωm < ρ < 200 Ωm m
5,1mV
U
where ρ soil resistivity ΔU positiv potential shift (time average)
55
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
56
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
57
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
Potential gradient towards earth far away (here: 100 m): (1) where I‘ges is the total stray current leaking relative to the length in mA/m s is the gauge (single-track line) or the distance between track centres (double-track line)
a is the distance between the pipe and the outer running rail
))5.0ln()5.0100(ln('ges
sasρI
U
58
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
Permissible potential shift from steel in the earth (valid for 15 Ωm < ρ < 200 Ωm), see EN 50162: (2)
m5.1
mV
max
ρU
If (1) and (2) are equalised, the following results: (3)
))5.0ln()5.0100(ln('
5.1ges
sasρI
59
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
Equation (3) shows that there is no soil resistivity in the range 15 Ωm < ρ < 200 Ωm. The stray current leaking relative to the length is found by way of conversion: (4) )5.0ln()5.0100ln(
5.1'ges
sasI
60
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
The minimum distance between the pipe and the outer running rail is also found by way of conversion: (5)
ssa gesI
5.0e5.0100'
5.1
61
Technische Akademie Wuppertal e.V.
Conclusion © Laboratory for Cathodic Protection and Interference
There is no impermissible interference on third party installations made of steel in earth with 15 Ωm < ρ < 200 Ωm if these installations are at least 1 m away from the running rails (minimum distance according to EN 50122-2), provided the stray current leaking relative to the length is reduced by factor 4 I‘ < 0.625 mA/m per track.
62
Technische Akademie Wuppertal e.V.
Interference © Laboratory for Cathodic Protection and Interference
63
Technische Akademie Wuppertal e.V.
Conductance per length © Laboratory for Cathodic Protection and Interference
Description Conductance per length G' in S/km per track
from to
At-grade formation
Unbound base layer (mineral mixture), gap filled up with paving blocks 0.3 6.5
Concrete slab/girder, unintended connections between running rails and reinforcement 3.0 12.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, gap filled up with lean concrete or use of concrete chamber stones, mastic asphalt
1.9
5.0
Concrete slab/girder, insulating rail pre-coating and insulating fastening elements, insulating chamber (filling) profiles, insulating track rod coating
0.3
2.0
Concrete slab, insulating rail pre-coating and insulating fastening elements, gap filled up with asphalt 1.0 1.5
Bituminous base layer up to 1 m beside outer rail, insulating rail pre-coating, gap filled up with lean concrete, mastic asphalt
0.3
2.1
Bituminous base layer, chamber stones of concrete, gap filled up with asphalt 0.3 1.2 Ballast bed, concrete sleeper, gap filled up with bituminous base layer 0.6 1.6
Green tracks Ballast bed, concrete sleeper, Geotextil, grass until top of rail 0.7 5.0 Ballast bed, concrete sleeper, chamber filling profiles, Geotextil, grass until top of rail 0.3 1.5 Longitudinal beams of concrete, insulating fastening elements, grass until top of rail 1.0 5.0 Longitudinal beams of concrete, insulating fastening elements, chamber (filling) profiles, rail foot enclosure and insulating track rod coating, grass until top of rail
0.02
0.8
Concrete slab with inlet ducts, running rails with insulating casting mass until top of rail, grass until top of concrete or top of rail
0.002
0.02
64
Technische Akademie Wuppertal e.V.
Conclusion © Laboratory for Cathodic Protection and Interference
Industry offers appropriate systems for insulation of running rails.
The achievable conductance per length mainly depends on the carefulness of the building supervision.
65
Technische Akademie Wuppertal e.V.
End © Laboratory for Cathodic Protection and Interference
I thank you very much for your attention!
66