1

Landssygehuset,

Thorshavn,

Faroe Islands

(1988)

National Hospital

Columns in building

Hot spot protection.

2

Skive Sygehus,

Skive,

Denmark

(1989)

County Hospital

External stairway

Protection of precast steps.

3

NATO-shelter,

Denmark

(1989)

Ministry of Defence

Shelters for aircrafts

Full scale pilot project.

4

Ådalsparken,

Hørsholm,

Denmark

(1989)

Non-profit housing company

200 ground floor columns, sidewalk along blocks

Protection of column bases. Pilot installation in 1989. Complete project installation in stages, 1992-1994.

5

Shell-huset,

Copenhagen,

Denmark

(1990-1991)

Danish Shell

300 sq.m. facade. Beams and co­lumns

Overall protection.

6

Dommerparken,

Roskilde,

Denmark

(1990)

Non-profit housing company

4 staircases and 2 storeys

Protection of chloride contaminated parts.

7

Norske Skog,

Trondheim,

Norway

(1990)

Private industry

2 x 60 metres of beam below paper machinery

Overall protection.

8

Stærevej,

Copenhagen,

Denmark

(1990)

Non-profit housing company

192 beams supporting access balcony

Anodes are individually monitored

9

Rugkobbel School,

Åbenrå,

Denmark

(1991)

Åbenrå Municipality

400 sq.m. facade. Beams and columns

Overall protection.

10

Ringgade,

Århus,

Denmark

(1991)

Non-profit housing company

Beams under roof

Overall protection.

11

Enghøj School,

Hvidovre,

Denmark

(1991)

Hvidovre Municipality

Slab in school yard

6,000 sq.m.

Protection of columns, beams, and hollow slabs.

12

Federal Highway Authority,

USA

(1991)

-

Post tensioned beams and joints

Laboratory tests on full-scale specimen.

13

Westminster Court,

Auckland,

New Zealand

(1991)

Private owner

Columns and beams in a multi-storey residential building

Trial installation on one column on ground floor (one building facade had been protect­ed earlier by a mesh system).

14

Bolbro Water Tank,

Odense,

Denmark

(1992)

Odense

Municipality

Cast in-situ

concrete water tank of

18,000 cubic-meter

Protection of 275 columns by use of durAquas. The installation is computer monitored and controlled.

Maximum current: 36 A

No. of rectifiers: 2

No. of adjustable outputs: 2

No. of reference electrodes: 12

15

Granhøj,

Ålborg,

Denmark

(1992)

Municipality

Water tower with membrane

Protection of bottom slab by durAnode 1's mounted from soffit.

16

Århus Technical College,

Århus,

Denmark

(1993)

Public School Authorities

Column base along building facade

72 columns

(0.7 m x 0.7 m)

Columns are located adjacent to a pavement where de-icing salts have been used.

17

Laboratory Tests,

Tokyo,

Japan

(1992-1993)

Nakabohtec

Walls and crane cradle

Sites for durAnode 1 proof testing.

Overall performance testing

18

Pøle Å,

Hillerød,

Denmark

(1993)

Municipality

Steel sheet piles

along a stream

Computer controlled protection

using durAquas.

Maximum current: 18 A

No. of rectifiers: 1

No. of adjustable outputs: 3

No. of reference electrodes: 3

19

Strandvænget,

Nyborg,

Denmark

(1993)

Funen County

External staircase

Protection of two beams under staircase.

20

Hudecentralen,

Risskov,

Denmark

(1993)

Private Industry

120 columns in production area

Columns are exposed to large quantities of salt from preservation of hides being made into leather.

21

KHAS Building,

Kuala Lumpur,

Malaysia

(1993)

Private owner

Columns in cellar

Cellar exposed to chloride emanating from the ground water table.

22

Parkvænget,

Birkerød,

Denmark

(1993)

Council Houses

12 concrete units at parking garage entrance

The units have been protected in an area from 0.2 metre below to 0.5 metre above ground level.

23

Nordtoft Vandtårn,

Denmark

(1993)

Municipality

Water tower

Cathodic protection using durAquas.

Maximum current: 18 A

No. of rectifiers: 1

No. of adjustable outputs: 24

No. of reference electrodes: 8

24

IS Institutionsvask,

Copenhagen,

Denmark

(1993)

Private owner

Deck in institutional laundry

Cathodic protection of cracks and percolations using durAnodes. First stage (approx. 70 m²).

25

Akva Vet,

Norway

(1994)

Research institution

3 large steel tanks containing salt water and fish

Computer controlled installation yielding up to a maximum of 3 x 200 A.

Maximum current: 600 A

No. of rectifiers: 3

No. of adjustable outputs: 12

No. of reference electrodes: 24

26

Rigshopitalets Kollegium,

Denmark

(1995)

Health Authority

Protection of chloride contaminated columns

High efficiency anode backfill used for the first time in commercial project. Manual system using durAnodes

27

Dungeness Nuclear Power Station,

England

(1996)

Nuclear Electric

Cast in-situ columns of office building

Pilot project

28

Termologica,

Egebjerg,

Denmark

(1996)

Government

Experimental steel house

Manual power supply with canister soil anodes

Maximum current: 15 A

No. of adjustable outputs: 6

No. of reference electrodes: 4

No. of soil anodes: 8

29

Bolbro Højdebeholder,

Odense Water Storage Facility,

Denmark

(1996)

Municipality

Aluminium separating walls in concrete water tank

Computer controlled installation with submerged anodes for protection of A1 wall.

Maximum current: 35 A

No. of adjustable outputs: 14

No. of durAquas: 14

No. of reference electrodes: 14

30

Lehwaldsvænge,

Denmark

(1996)

Municipality

Columns cast in-situ carrying block of flats

Trial of columns using durAnode2 system.

31

Kansai Electric Power Station,

Japan

(1996)

Kansai Electric Corporation

Beams in boiler supports

First phase in refurbishment of power plant

32

Craft Research Project,

Belgium

(1997)

European Union

New reinforced concrete structures

Research on improved anodes for cathodic protection

33

Solbjerg House,

Denmark

(1997)

Private house

Experimental steel house

Manual power supply with canister soil anodes

Maximum current: 10 A

No. of adjustable outputs: 4

No. of reference electrodes: 4

No. of soil anodes: 4

34

Hirtshals Oceanarium,

Denmark

(1997)

Jutland Tourism Bureau

New walk through structure with anodes included in new structure

Computer controlled installation with ribbon anodes mounted inside structure prior to casting

Maximum current: 60 A

No. of adjustable outputs: 24

No. of reference electrodes: 24

35

Ebbw Vale Steelworks,

Wales

(1998)

British Steel Company

Reinforced concrete retaining wall

System with durAnode2, special extra long anodes, organic gel and multichannel power supply

36

Kokstad Frysehus,

Norway

(1998)

Private

Cold fish storage

Manual system with durAnode2.

37

Volda,

Norway

(1998)

Private

Housing block

Manual system with durAnode2.

38

Civil Engineering Laboratory,

Tokyo,

Japan

(1998)

Ministry of Construction

Laboratory test

Long term trial comparing durAnode2 to other anode systems

39

Croydon Tram Link,

England

(1998)

Underground Utility Company

Buried pipes

Stray current testing using automated data logging systems

40

ABB Paint Test,

Copenhagen,

Denmark

(1999)

ABB

Paint test bath

Specially dimensioned ribbon anodes mounted on a titanium frame

41

Esbjerg Kollektivhus,

Esbjerg,

Denmark

(1999)

Private

Balconies in housing block

Computer controlled system with durAnode2.

Maximum current: 5 A

No. of adjustable outputs: 2

No. of durAnode2: 550

No. of reference electrodes: 36

42

Civil Engineering Laboratory

Japan

(1999)

Port and Airport Research Institute

Slab modelled test piece

Trial using durAnode2.

43

Helgerud Stiftelse

Norway

durAnodes + manual power supply

44

Norcem Cementsilo

Norway

Norcem

Silo

durAnodes + durAdjust

45

La Collette Power station, Jersey

Jersey Public Works

Department

Reinforced concrete chimney

stacks

Computer controlled system with 1040 durAnodes

Maximum current: 15A

No. of adjustable outputs: 6

No. of reference electrodes: 24

46

Telehuset Ski

Norway

Private

Building

durAnodes + manual power supply

47

Ramp Rudolf

Sweden

Manual power supplies

48

New North Quay

Jersey

Jersey Public

Works Department

Reinforced concrete building

Computer controlled system with 3 substations

Maximum current: 75A

No. of adjustable outputs: 30

No. of reference electrodes: 150

49

Kajima Construction

Japan

Japan Government laboratory testers

Technical laboratory tests

durAnodes used for CP trials

50

Hanestad

Norway

durAnodes

51

Bremnes Bank

Norway

Bank

Building,

columns

durAnodes + manual power supplies

52

Århus Kommunale Værker

Denmark

Aarhus kommune

Building

Humidity monitoring

53

Albertslund Fjernvarme Værk

Denmark

Private

Buried oil tank

durAsoil + manual power supplies

55

FMC

Denmark

Food product company

Tanks for hot water processing

Platinum niobium anodes with automatically controlled 200A power supplies

56

Porto Refinery

Portugal

Portref

Steel pipes in ground

Hazarduous area automatic power supplies and monitoring durAdjust computer control with 6 substations

57

Hillerød Sygehus

Denmark

Hillerød Council

Housing

375 durAnode3 manual power supply

58

Mur Moselle

Luxembourg

Luxembourg Highway Department

Retaining wall

Soil anodes + durAdjust + 5 substations

59

Harbitzalleen

Norway

Oslo Council

Bridge

durAdjust electronics. Ribbon anode

60

Bella Center

Denmark

Bella Center conference company

Basement wall

317 durAnode3 and durAdjust

62

Hydro Aluminium

Norway

Norsk Hydro

Jetty

Steel piling

Water anodes + soil anodes

1 durAdjust and power supplies

63

Apalløkka Borettslag

Norway

Local commune

Housing

625 durAnode3

manual power supply