cp application on a pre-tensioned bridge in belgium · pdf filecp application on a...
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CathodicCathodic protection Flyoverprotection Flyover
CP application on a preCP application on a pre--tensioned bridge in Belgiumtensioned bridge in Belgium
J. Leggedoor, G.H. Schuten,
A. Laemont
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Situated over the main roads � Brussels Airport Zaventem
North-South bridge
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
- concrete damage- reinforcement corrosion on column side of the joints
the main problem
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Investigation
2000-2001
Shrinkage cracks <= Shrinkage cracks <= 0.02mm, locally very high0.02mm, locally very highporosityporosity
MicroscopicMicroscopicresearchresearch
1010--50mm50mmConcrete coverConcrete cover
73.573.5--101.7 N/mm2101.7 N/mm2Compressive StrengthCompressive Strength
0.0090.009-- 0.477%0.477%Chloride content Chloride content (depth)(depth)
00--10mm10mmCarbonation depthCarbonation depth
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Problem Analysis/ Solution
- Chloride induced reinforcement corrosion on the column side of the joints
- Logical solution: Cathodic protection- cost aspects � locally protection
Complication: Pre-tensioned deck elements
Rules: NEN-EN12696Cathodic protection combined with pre-stressed steel:Monitoring potentials: Eon > -900mV versus Ag/AgCl/0,5 m KCl
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Cathodic protection installation
Basic principle
+ -
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Impressed current disturbs the electrochemical reactions (rust) on such a way that it stops or is reduced to an acceptable level.
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Monitoring pre-stressed steel
True potential (Manganese Dioxide)reference Electrode type ERE-20
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Localised CATHODIC PROTECTION
detail plan (joint surrounding)
Rebar Rebar
Cadweld
Ref
eenc
e E
lekt
rode
Titanium wire3mm White, isolatedwith 4mm tubingVD-wire
0,75mm2 blue
VD-wire2,5mm2 black
spotwelding
Titanium gridANODE(10,9m1)
Titanium gridANODE (1m1)
spotwelding
VD-wire2,5mm2 black
Cable protection
Prefabricatedconcreteelements
Columnside
Titanium wire3mm White, isolatedwith 4mm tubing
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
�� Remove loose parts concreteRemove loose parts concrete�� Continuity reinforcementContinuity reinforcement�� Reference Reference ElectrodeElectrode mounting mounting �� Field CablingField Cabling�� Anode mounting (titanium)Anode mounting (titanium)�� Anode embeddingAnode embedding�� MountingMounting--/ adjustments of power/ adjustments of power--
supplysupply’’ss
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Rebar continuity
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Anode (titanium) mounting
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Example repaired joint
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Power-supply placement and adjustments
Field connections
Monitoring installation
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Operation and maintenance
NEN-EN 12696At least 2 times a Year inspections, with at least ones a visual inspection
Inspection parts:1. electrical system check2. measurements of current and voltages3. Assessment of data4. Measurement of Instant Off potentials and depolarisation5. Readjust power-supply’s when necessary 6. Visual inspection of the complete system
Point 1-5 Zaventem performed by a full remote controlled Monitoring system
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Effectiveness control by means of decay measurements
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Decay measurement North-South bridgeZaventem decay 25-10-06 (24hr)
-1000
-900
-800
-700
-600
-500
-400
-300
-200
-100
00,0 5,0 10,0 15,0 20,0 25,0
Time (hr)avg decay = -171,3 mV
Pote
ntia
l (m
V)
RE-1 (LHN)
RE-2 (P1N)
RE-4 (P2N)
RE-5 (P2Z)
RE-7 (P3Z)
RE-8 (P4N)
RE-9 (P4Z)
RE-10 (P5N)
RE-12 (P6N)
RE-13 (P6Z)
RE-14 (P7N)
RE-15 (P7Z)
RE-17 (P8Z)
RE-18 (LHZ)
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
CATHODIC PROTECTION
Monitoring prestressed steel during decay measurement
No visible decay � no polarisation as result of CP other construction parts
Decay pres-stressed steel
-800
-700
-600
-500
-400
-300
-200
-100
00,0 5,0 10,0 15,0 20,0 25,0 30,0
Time
mV
RE-3 (P1Z)ERRE-6 (P3N)ERRE-11 (P5Z)E
RE-16 (P8N)E
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CathodicCathodic protection Northprotection North--South viaductSouth viaduct
Conclusion:
-CP can be used for all types of concretestructures
-To safeguard the prestressed steel againsthydrogen embrittlement , the true potentialsshould be measured