際際滷

際際滷Share a Scribd company logo
Quality Management of Precast
Concrete Tower Segments for Wind
Turbine Towers
CONCRETE GROWTH
concrete materials engineers
Santie Gouws
Quality Manager  Precast Concrete Tower
Segments for Acciona Windpower;
MD - Concrete Growth
CONCRETE GROWTH
concrete materials engineers
Wind Energy (I)
Rotor
Hub
Tower
> 80 m
Rotor
Blades
Nacelle
Enclosing
African
Elephant
CONCRETE GROWTH
concrete materials engineers
Wind Energy (II)
Development of Turbine Capacity and
Tower Height
Hybrid
towers
CONCRETE GROWTH
concrete materials engineers
Wind Energy (III)
Tubular steel towers
Concrete towers
Tower
technology
options
 SA economic development depends on
 Electricity supply
 Job creation
 IRP 2010 to 2030
 55 000 MW to be installed in next 20 years
 Up to 9 200 MW wind energy through REIPPP
 2,5 to 3MW turbines - > 3000 tower structures
 Tower structure ~ 15 % of capital cost of wind farm
 Round 3 Local content requirements:
 increased to threshold of 40%, target of 65%
 Concrete towers, relatively new technology internationally,
but obvious contender for local contentCONCRETE GROWTH
concrete materials engineers
Wind Energy in South Africa (I)
CONCRETE GROWTH
concrete materials engineers
Wind Energy in South Africa (II)
Development of Turbine Capacity and
Tower Height
CONCRETE GROWTH
concrete materials engineers
Wind Energy in South Africa (III)
Cost of Energy vs Hub Height
CSIR,
Greene &
E-Science
Associates
CONCRETE GROWTH
concrete materials engineers
Wind Energy in South Africa (IV)
Job creation  impact of 50MW wind farm
446
525
525
346
368
368
250
266
266
836
1 380
1 746
691
1 080
1 441
679
902
1 267
1 052
1 350
1 630
796
997
1 272
669
784
1 063
- 1 000 2 000 3 000 4 000
120m Imported steel tower
120m Concrete tower
100m Imported steel tower
100m Concrete tower
80m Imported steel tower
80m Concrete tower
Number of Full Time Equivalent jobs
Direct impact
Indirect impact
Induced impact
CSIR, Greene &
Urban-Econ
Development
Economists
CONCRETE GROWTH
concrete materials engineers
CONCRETE GROWTH
concrete materials engineers
Acciona Windpower (I)
International Footprint
Canada 45 MW
USA 704 MW
Mexico 555 MW
France 39 MW
Spain 1,607 MW
UK 32 MW Poland 120 MW
Greece 6 MW
Italy 68 MW
South Korea 68 MW
Australia 239 MW
Chile 60 MW
China 249 MW
CONCRETE GROWTH
concrete materials engineers
Acciona Windpower (II)
South Africa
Canada 120 MW
USA 6 MW
Mexico 258 MW
Spain 99 MW
Poland 33 MW
Brasil 330 MW
Chile 45 MW South Africa 148 MW
AW 3000 Orders and Commitments (2013)
CONCRETE GROWTH
concrete materials engineers
Acciona Windpower (III)
Current 3.0 MW WTG dimensions
 Blades:
 Length: 48m-61.5m
 Weight: 10t-12t
 Nacelle + Hub:
 Length: 17.6m
 Weight: 140t
 Tower
 Length: 87.5m-95.5m (Steel); 100m-120m (Concrete)
 Weight: 290t (95.5m Steel); 1180t (120m Concrete)
Acciona Windpower (IV)
Acciona Windpower (V)
Acciona Windpower (VI)
CONCRETE GROWTH
concrete materials engineers
AWP Wind Farm in Spain
DESIGNED FOR RE-PRODUCTION
STRONG QUALITY CONTROL SYSTEM
GOUDA WIND FARM
 46 x 3 MW WTGs
 100 m high concrete tower support
structures
 Assembled from 5 by 20m cylindrical
pre-assembled units
 Final assembly onto in situ foundation
and post-tensioned
 17 individual segments/tower
 Reproduction of AWP towers as
done elsewhere in the worldCONCRETE GROWTH
concrete materials engineers
Acciona Windpower (VII)
GOUDA WIND FARM
 Individual concrete segments manufactured by
Concrete Units in Cape Town for the 1st time,
transported to Gouda
 782 segments cast from 5 re-usable moulds
 Each segment weighs
60 tonnes
 9 months of
precasting
 Strong AWP Quality
Control System
CONCRETE GROWTH
concrete materials engineers
Acciona Windpower (IIX)
 Semi-circular, tapered concrete element
 Building-blocks of concrete towers
CONCRETE GROWTH
concrete materials engineers
Keystones - building blocks (I)
20m
 Keystones at Concrete Units Factory in CT
CONCRETE GROWTH
concrete materials engineers
Keystones  building blocks (II)
 Top & Bottom of Keystones, horizontal joints
CONCRETE GROWTH
concrete materials engineers
Keystones  building blocks (III)
CONCRETE GROWTH
concrete materials engineers
Keystones - building blocks (IV)
 Vertical joints of keystones
 Keystones being
pre-assembled
at Gouda
CONCRETE GROWTH
concrete materials engineers
Keystones  building blocks (V)
 Level 1
immediately
installed
onto foundation
 Levels 2 to 4
pre-assembled onto
trestles
 Vertical joints
grouted before
final assembly
CONCRETE GROWTH
concrete materials engineers
Keystones  building blocks (VI)
 Levels 1, 2 & 3  4 keystones each
 Level 4  3 keystones
 Level 5  2 keystones
CONCRETE GROWTH
concrete materials engineers
Keystones  building blocks (VII)
 Concrete Batching
 Batching plant & ready-mixed concrete trucks
 Mould Set-up
 5 moulds for 782 keystones, re-used daily
 Keystones are cast horizontally
 Mould has bottom section and lid
 Reinforcement and Fixtures
 1 reinforcement design for keystones of each level
 Fixtures differ per keystone per level, depending on
position in tower
 Concrete Casting
 Self-compacting concrete pumped into moulds
 Curing and Demoulding
 Thermal curing up to required strength
 Demould 1 day after casting
 Final Finishing
 On temporary support structure - horizontallyCONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (I)
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (II)
Concrete Batching Process
Mould Bottom with Cover Blocks
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (III)
Reinforcement and Fixtures
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (IV)
Reinforcement and Fixtures
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (V)
Mould Lid being Placed
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (VI)
Mould with lid on
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (VII)
Concrete Casting
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (IIX)
Demoulding
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (IX)
Final Finishing
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (X)
Top after Final Finishing
CONCRETE GROWTH
concrete materials engineers
Keystone Manufacture (XI)
TO ENSURE QUALITY:
WHICH ASPECTS DO WE WANT TO
CONTROL AND WHY?
 Structural Design Requirements
 Production Requirements
 Functional Requirements for Tower
Assembly and use in Tower
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (I)
Structural Design
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (II)
DIMENSIONS
INPUT REQUIRED OUTPUT
MOULD DIMENSIONS GEOMETRY of KEYSTONES
MOULD DESIGN TOWER GEOMETRY
CONCRETE MATERIAL PROPERTIES
INPUT REQUIRED OUTPUT
RAW MATERIALS COMPRESSIVE STRENGTH
PROPORTIONS of RAW
MATERIALS
COMPACTION
TIME of MIXING
TEMPERATURE
Structural Design
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (III)
REINFORCEMENT & POST TENSIONING
INPUT REQUIRED OUTPUT
RAW MATERIALS LOAD BEARING CAPACITY
SHAPE AND SIZE - KEYSTONES during
PRODUCTION PROCESSES
POSITION - FINAL TOWER
COVER TO REINFORCEMENT
INPUT REQUIRED OUTPUT
COVER DEPTH DURABILITY
LIMITS ON CRACKS
Structural Design
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (IV)
JOINTS BETWEEN KEYSTONES
INPUT REQUIRED OUTPUT
GEOMETRY OF VERTICAL
JOINTS
VERTICAL STRUCTURAL
CONNECTION
VERTICAL JOINT REBAR
GEOMETRY OF TOP &
BOTTOM OF KEYSTONE
HORIZONTAL STRUCTURAL
CONNECTION
REBAR POSITION
REBAR LENGTH
REBAR STRAIGHTNESS
DUCT DIMENSIONS & LENGTH
Functional Requirements
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (V)
PRE-ASSEMBLY FIXTURES
INPUT REQUIRED OUTPUT
ANCHOR BOLT CONNECTION
INSERTS PROPERTIES AND
POSITIONS
KEYSTONE POSITIONING
during PRE-ASSEMBLY
DUCT DIMENSIONS KEYSTONE POSITION AND
LEVEL IN TOWER for TOWER
GEOMETRY
BOLT CONNECTION INSERTS
PROPERTIES AND POSITIONS
WORKING PLATFORMS
PRE-ASSEMBLY
CONCRETE GROWTH
concrete materials engineers
Levelling tool
Prop support
fixture
Vertical joint
Aspects to Control (VI)
Platform
Functional Requirements
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (VII)
LIFTING MECHANISMS
INPUT REQUIRED OUTPUT
TPA POSITION & PROPERTIES LIFT HORIZONTALLY
LIFTING LOOP DIMENSIONS &
POSITIONING
LIFT VERTICALLY
FIXTURES FOR OPERATION OF TOWER
INPUT REQUIRED OUTPUT
BOLT CONNECTION INSERTS
PROPERTIES & POSITIONS
ELECTRICAL CABLING
MECHANICAL LIFT
Functional Requirements
 TPAs for lifting in horizontal position
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (IIX)
Functional Requirements
 Lifting loops
 Ducts
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (IX)
Manufacturing Requirements
CONCRETE GROWTH
concrete materials engineers
Aspects to Control (X)
MOULDS
INPUT REQUIRED OUTPUT
FLOWABILITY OF CONCRETE MOULD DESIGN FOR
HORIZONTAL CASTING
DEMOULDING STRENGTH MOULD TURN-AROUND TIME
THERMAL CURING
SUPPORTS AFTER DEMOULDING
INPUT REQUIRED OUTPUT
DEMOULDING STRENGTH BE ABLE TO BE SUPPORTED
ON TWO POINTS ONLY AFTER
DEMOULDING
CONCRETE GROWTH
concrete materials engineers
Quality System Overview (I)
 Engineering Specification & Design
 Functional Design and Structural Design by AWP Engineering
 Based on International Structural Design Code  Eurocode
 Captured in Engineering Drawings and Project Specifications
 Comparison with SANS and Adaption of Specification where Relevant
 Instructions
 Documents describing how each action shall be performed in order to meet
the Engineering Design and Specifications
 Inspection Sheets
 Documents filled in throughout each step of the process documenting the
procedures followed
 Quality Teams
 Contractor  Responsible for Manufacturing according to the quality
specifications; and for documenting their procedures according to the
Quality System
 AWP Quality Team  Inspection of actual processes and checking of
documentation to ensure processes were correctly followed; coordination
with AWP Engineering team where specifications not clear or where
deviations are required for practical, local reasons
CONCRETE GROWTH
concrete materials engineers
Quality System Overview (II)
 Traceability
 From Raw Material to Keystone throughout all Processes
 Tolerances
 +/-
 There are no ABSOLUTES
 In line with Engineering Design & Functional Requirements
 Practically Achievable at Related Cost
 Frequency of Measurement
 Initial Production
 Serial Production
 Differs per material type depending on inherent variability & application
 Entire process is broken down into individual steps and each is
checked and documented against fixed, repetitive, easy-to-
check criteria
engineering specifications/drawings
CONCRETE GROWTH
concrete materials engineers
Quality System Overview (III)
engineering support
INSTRUCTIONS
INSPECTION
SHEETS
QUALITY
TEAM
CONCRETE GROWTH
concrete materials engineers
Quality System Overview (IV)
SPECIFY MEASURE
&
RECORD
DESIGN
CORRECT
CANNOT
CORRECT
ok
production
deviation
specification
deviation
not ok
Design Code
CONCRETE GROWTH
concrete materials engineers
Quality System
Design Code
CONCRETE GROWTH
concrete materials engineers
Quality System
Project Specifications
CONCRETE GROWTH
concrete materials engineers
Quality System
Engineering Drawings - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Instructions - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Inspection Sheets - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Inspection Sheets - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Inspection Sheets - Concrete
 FLOW TEST FOR
SE SELF-COMPACTING
C CONCRETE
R RECORDED ON SHEET
CONCRETE GROWTH
concrete materials engineers
Quality System
Inspection Sheets - Concrete
 Cube specimens
CONCRETE GROWTH
concrete materials engineers
Quality System
Inspection Sheets - Concrete
 Strength testing
CONCRETE GROWTH
concrete materials engineers
Quality System
Inspection Sheets - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Supporting Documentation - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Supporting Documentation - Concrete
CONCRETE GROWTH
concrete materials engineers
Quality System
Engineering Drawings - Reinforcement
CONCRETE GROWTH
concrete materials engineers
Quality System
Instructions - Reinforcement
CONCRETE GROWTH
concrete materials engineers
Quality System
Instructions - Reinforcement
CONCRETE GROWTH
concrete materials engineers
Quality System
Control Sheets - Reinforcement
CONCRETE GROWTH
concrete materials engineers
Quality System
CONCRETE GROWTH
concrete materials engineers
Case Study  Lost in translation (I)
CONCRETE GROWTH
concrete materials engineers
Case Study  Lost in translation (II)
CONCRETE GROWTH
concrete materials engineers
Case Study  Lost in translation (III)
CONCRETE GROWTH
concrete materials engineers
Case Study  Ducts too small (I)
CONCRETE GROWTH
concrete materials engineers
Case Study  Ducts too small (II)
CONCRETE GROWTH
concrete materials engineers
Case Study  Ducts too small (III)
Measure already cast-in ducts to
determine extent of problem
CONCRETE GROWTH
concrete materials engineers
Case Study  Ducts too small (IV)
Measure new batches
CONCRETE GROWTH
concrete materials engineers
Case Study  Ducts too small (V)
CONCRETE GROWTH
concrete materials engineers
Case Study  Ducts too small (VI)
Update Specification & Inspection Sheets
CONCRETE GROWTH
concrete materials engineers
Case Study  Too much water (I)
Batch Plant
CONCRETE GROWTH
concrete materials engineers
Case Study  Too much water (II)
Batch plant control
CONCRETE GROWTH
concrete materials engineers
Case Study  Too much water (III)
Batch record
CONCRETE GROWTH
concrete materials engineers
Case Study  Too much water (IV)
Confirmed by Concrete Test Result
www.acciona.com
www.concretegrowth.com
www.concreteunits.co.za
www.nortenph.com
www.argent.co.za
www.absoluterigging.co.za

More Related Content

Similar to Quality Management of Precast Concrete Segments for Wind Turbine Towers (20)

Burj al arab
Burj al arabBurj al arab
Burj al arab
Abhay Bhuva
saurabh ji sir ji sir ji sir ji sir ji si
saurabh ji sir ji sir ji sir ji sir ji sisaurabh ji sir ji sir ji sir ji sir ji si
saurabh ji sir ji sir ji sir ji sir ji si
21101141901saurav
StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)
stan wilczynski
StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)
stan wilczynski
StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)
stan wilczynski
CIVIL CONSTRUCTION IN FATIMA FERTILIZER COMPANY LIMITED
CIVIL CONSTRUCTION INFATIMA FERTILIZER COMPANY LIMITEDCIVIL CONSTRUCTION INFATIMA FERTILIZER COMPANY LIMITED
CIVIL CONSTRUCTION IN FATIMA FERTILIZER COMPANY LIMITED
Water Birds (Ali)
Elvin Ortiz Resume
Elvin Ortiz ResumeElvin Ortiz Resume
Elvin Ortiz Resume
Elvin Ortiz, B. Eng.
Sean Mason CV 2016
Sean Mason  CV  2016Sean Mason  CV  2016
Sean Mason CV 2016
Sean Mason
Nazmy Nabil Nazmy
Nazmy Nabil NazmyNazmy Nabil Nazmy
Nazmy Nabil Nazmy
Nazmy Nabil
BUTLAS Consulting Engineers - Profile
BUTLAS Consulting Engineers - ProfileBUTLAS Consulting Engineers - Profile
BUTLAS Consulting Engineers - Profile
Sreenivas Butla
Faisalaiah project (english) 3 REV.03
Faisalaiah project (english) 3 REV.03Faisalaiah project (english) 3 REV.03
Faisalaiah project (english) 3 REV.03
Wael Nafad
CV NAEEM QURESHI 2014
CV NAEEM QURESHI 2014CV NAEEM QURESHI 2014
CV NAEEM QURESHI 2014
Naeem Qureshi
Major Project ppt
Major Project ppt Major Project ppt
Major Project ppt
Narayan Gupta
CONSTRUCTION TECHNOLOGY
CONSTRUCTION TECHNOLOGY CONSTRUCTION TECHNOLOGY
CONSTRUCTION TECHNOLOGY
VISHNU VIJAYAN
Shotcrete technology
Shotcrete technologyShotcrete technology
Shotcrete technology
Raghavendra Raghu
2018 CRW: Engineered Lift Plans From A to Z
2018 CRW: Engineered Lift Plans From A to Z2018 CRW: Engineered Lift Plans From A to Z
2018 CRW: Engineered Lift Plans From A to Z
Specialized Carriers & Rigging Association
Cv (engr. asif raza)
Cv (engr. asif raza)Cv (engr. asif raza)
Cv (engr. asif raza)
Asif Raza
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...
IRJET Journal
Introduction to Structural Engineering.pdf
Introduction to Structural Engineering.pdfIntroduction to Structural Engineering.pdf
Introduction to Structural Engineering.pdf
HumayounKabir15
Presentation made during Key Note Addess
Presentation made during Key Note AddessPresentation made during Key Note Addess
Presentation made during Key Note Addess
IEI GSC
saurabh ji sir ji sir ji sir ji sir ji si
saurabh ji sir ji sir ji sir ji sir ji sisaurabh ji sir ji sir ji sir ji sir ji si
saurabh ji sir ji sir ji sir ji sir ji si
21101141901saurav
StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)
stan wilczynski
StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)
stan wilczynski
StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)StanCV1[1][1].dcc (1)
StanCV1[1][1].dcc (1)
stan wilczynski
CIVIL CONSTRUCTION IN FATIMA FERTILIZER COMPANY LIMITED
CIVIL CONSTRUCTION INFATIMA FERTILIZER COMPANY LIMITEDCIVIL CONSTRUCTION INFATIMA FERTILIZER COMPANY LIMITED
CIVIL CONSTRUCTION IN FATIMA FERTILIZER COMPANY LIMITED
Water Birds (Ali)
Sean Mason CV 2016
Sean Mason  CV  2016Sean Mason  CV  2016
Sean Mason CV 2016
Sean Mason
Nazmy Nabil Nazmy
Nazmy Nabil NazmyNazmy Nabil Nazmy
Nazmy Nabil Nazmy
Nazmy Nabil
BUTLAS Consulting Engineers - Profile
BUTLAS Consulting Engineers - ProfileBUTLAS Consulting Engineers - Profile
BUTLAS Consulting Engineers - Profile
Sreenivas Butla
Faisalaiah project (english) 3 REV.03
Faisalaiah project (english) 3 REV.03Faisalaiah project (english) 3 REV.03
Faisalaiah project (english) 3 REV.03
Wael Nafad
CV NAEEM QURESHI 2014
CV NAEEM QURESHI 2014CV NAEEM QURESHI 2014
CV NAEEM QURESHI 2014
Naeem Qureshi
Major Project ppt
Major Project ppt Major Project ppt
Major Project ppt
Narayan Gupta
CONSTRUCTION TECHNOLOGY
CONSTRUCTION TECHNOLOGY CONSTRUCTION TECHNOLOGY
CONSTRUCTION TECHNOLOGY
VISHNU VIJAYAN
Cv (engr. asif raza)
Cv (engr. asif raza)Cv (engr. asif raza)
Cv (engr. asif raza)
Asif Raza
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...
IRJET Journal
Introduction to Structural Engineering.pdf
Introduction to Structural Engineering.pdfIntroduction to Structural Engineering.pdf
Introduction to Structural Engineering.pdf
HumayounKabir15
Presentation made during Key Note Addess
Presentation made during Key Note AddessPresentation made during Key Note Addess
Presentation made during Key Note Addess
IEI GSC

Quality Management of Precast Concrete Segments for Wind Turbine Towers

  • 1. Quality Management of Precast Concrete Tower Segments for Wind Turbine Towers CONCRETE GROWTH concrete materials engineers Santie Gouws Quality Manager Precast Concrete Tower Segments for Acciona Windpower; MD - Concrete Growth
  • 2. CONCRETE GROWTH concrete materials engineers Wind Energy (I) Rotor Hub Tower > 80 m Rotor Blades Nacelle Enclosing African Elephant
  • 3. CONCRETE GROWTH concrete materials engineers Wind Energy (II) Development of Turbine Capacity and Tower Height
  • 4. Hybrid towers CONCRETE GROWTH concrete materials engineers Wind Energy (III) Tubular steel towers Concrete towers Tower technology options
  • 5. SA economic development depends on Electricity supply Job creation IRP 2010 to 2030 55 000 MW to be installed in next 20 years Up to 9 200 MW wind energy through REIPPP 2,5 to 3MW turbines - > 3000 tower structures Tower structure ~ 15 % of capital cost of wind farm Round 3 Local content requirements: increased to threshold of 40%, target of 65% Concrete towers, relatively new technology internationally, but obvious contender for local contentCONCRETE GROWTH concrete materials engineers Wind Energy in South Africa (I)
  • 6. CONCRETE GROWTH concrete materials engineers Wind Energy in South Africa (II) Development of Turbine Capacity and Tower Height
  • 7. CONCRETE GROWTH concrete materials engineers Wind Energy in South Africa (III) Cost of Energy vs Hub Height CSIR, Greene & E-Science Associates
  • 8. CONCRETE GROWTH concrete materials engineers Wind Energy in South Africa (IV) Job creation impact of 50MW wind farm 446 525 525 346 368 368 250 266 266 836 1 380 1 746 691 1 080 1 441 679 902 1 267 1 052 1 350 1 630 796 997 1 272 669 784 1 063 - 1 000 2 000 3 000 4 000 120m Imported steel tower 120m Concrete tower 100m Imported steel tower 100m Concrete tower 80m Imported steel tower 80m Concrete tower Number of Full Time Equivalent jobs Direct impact Indirect impact Induced impact CSIR, Greene & Urban-Econ Development Economists CONCRETE GROWTH concrete materials engineers
  • 9. CONCRETE GROWTH concrete materials engineers Acciona Windpower (I) International Footprint Canada 45 MW USA 704 MW Mexico 555 MW France 39 MW Spain 1,607 MW UK 32 MW Poland 120 MW Greece 6 MW Italy 68 MW South Korea 68 MW Australia 239 MW Chile 60 MW China 249 MW
  • 10. CONCRETE GROWTH concrete materials engineers Acciona Windpower (II) South Africa Canada 120 MW USA 6 MW Mexico 258 MW Spain 99 MW Poland 33 MW Brasil 330 MW Chile 45 MW South Africa 148 MW AW 3000 Orders and Commitments (2013)
  • 11. CONCRETE GROWTH concrete materials engineers Acciona Windpower (III) Current 3.0 MW WTG dimensions Blades: Length: 48m-61.5m Weight: 10t-12t Nacelle + Hub: Length: 17.6m Weight: 140t Tower Length: 87.5m-95.5m (Steel); 100m-120m (Concrete) Weight: 290t (95.5m Steel); 1180t (120m Concrete)
  • 14. Acciona Windpower (VI) CONCRETE GROWTH concrete materials engineers AWP Wind Farm in Spain DESIGNED FOR RE-PRODUCTION STRONG QUALITY CONTROL SYSTEM
  • 15. GOUDA WIND FARM 46 x 3 MW WTGs 100 m high concrete tower support structures Assembled from 5 by 20m cylindrical pre-assembled units Final assembly onto in situ foundation and post-tensioned 17 individual segments/tower Reproduction of AWP towers as done elsewhere in the worldCONCRETE GROWTH concrete materials engineers Acciona Windpower (VII)
  • 16. GOUDA WIND FARM Individual concrete segments manufactured by Concrete Units in Cape Town for the 1st time, transported to Gouda 782 segments cast from 5 re-usable moulds Each segment weighs 60 tonnes 9 months of precasting Strong AWP Quality Control System CONCRETE GROWTH concrete materials engineers Acciona Windpower (IIX)
  • 17. Semi-circular, tapered concrete element Building-blocks of concrete towers CONCRETE GROWTH concrete materials engineers Keystones - building blocks (I) 20m
  • 18. Keystones at Concrete Units Factory in CT CONCRETE GROWTH concrete materials engineers Keystones building blocks (II)
  • 19. Top & Bottom of Keystones, horizontal joints CONCRETE GROWTH concrete materials engineers Keystones building blocks (III)
  • 20. CONCRETE GROWTH concrete materials engineers Keystones - building blocks (IV) Vertical joints of keystones
  • 21. Keystones being pre-assembled at Gouda CONCRETE GROWTH concrete materials engineers Keystones building blocks (V)
  • 22. Level 1 immediately installed onto foundation Levels 2 to 4 pre-assembled onto trestles Vertical joints grouted before final assembly CONCRETE GROWTH concrete materials engineers Keystones building blocks (VI)
  • 23. Levels 1, 2 & 3 4 keystones each Level 4 3 keystones Level 5 2 keystones CONCRETE GROWTH concrete materials engineers Keystones building blocks (VII)
  • 24. Concrete Batching Batching plant & ready-mixed concrete trucks Mould Set-up 5 moulds for 782 keystones, re-used daily Keystones are cast horizontally Mould has bottom section and lid Reinforcement and Fixtures 1 reinforcement design for keystones of each level Fixtures differ per keystone per level, depending on position in tower Concrete Casting Self-compacting concrete pumped into moulds Curing and Demoulding Thermal curing up to required strength Demould 1 day after casting Final Finishing On temporary support structure - horizontallyCONCRETE GROWTH concrete materials engineers Keystone Manufacture (I)
  • 25. CONCRETE GROWTH concrete materials engineers Keystone Manufacture (II) Concrete Batching Process
  • 26. Mould Bottom with Cover Blocks CONCRETE GROWTH concrete materials engineers Keystone Manufacture (III)
  • 27. Reinforcement and Fixtures CONCRETE GROWTH concrete materials engineers Keystone Manufacture (IV)
  • 28. Reinforcement and Fixtures CONCRETE GROWTH concrete materials engineers Keystone Manufacture (V)
  • 29. Mould Lid being Placed CONCRETE GROWTH concrete materials engineers Keystone Manufacture (VI)
  • 30. Mould with lid on CONCRETE GROWTH concrete materials engineers Keystone Manufacture (VII)
  • 31. Concrete Casting CONCRETE GROWTH concrete materials engineers Keystone Manufacture (IIX)
  • 32. Demoulding CONCRETE GROWTH concrete materials engineers Keystone Manufacture (IX)
  • 33. Final Finishing CONCRETE GROWTH concrete materials engineers Keystone Manufacture (X)
  • 34. Top after Final Finishing CONCRETE GROWTH concrete materials engineers Keystone Manufacture (XI)
  • 35. TO ENSURE QUALITY: WHICH ASPECTS DO WE WANT TO CONTROL AND WHY? Structural Design Requirements Production Requirements Functional Requirements for Tower Assembly and use in Tower CONCRETE GROWTH concrete materials engineers Aspects to Control (I)
  • 36. Structural Design CONCRETE GROWTH concrete materials engineers Aspects to Control (II) DIMENSIONS INPUT REQUIRED OUTPUT MOULD DIMENSIONS GEOMETRY of KEYSTONES MOULD DESIGN TOWER GEOMETRY CONCRETE MATERIAL PROPERTIES INPUT REQUIRED OUTPUT RAW MATERIALS COMPRESSIVE STRENGTH PROPORTIONS of RAW MATERIALS COMPACTION TIME of MIXING TEMPERATURE
  • 37. Structural Design CONCRETE GROWTH concrete materials engineers Aspects to Control (III) REINFORCEMENT & POST TENSIONING INPUT REQUIRED OUTPUT RAW MATERIALS LOAD BEARING CAPACITY SHAPE AND SIZE - KEYSTONES during PRODUCTION PROCESSES POSITION - FINAL TOWER COVER TO REINFORCEMENT INPUT REQUIRED OUTPUT COVER DEPTH DURABILITY LIMITS ON CRACKS
  • 38. Structural Design CONCRETE GROWTH concrete materials engineers Aspects to Control (IV) JOINTS BETWEEN KEYSTONES INPUT REQUIRED OUTPUT GEOMETRY OF VERTICAL JOINTS VERTICAL STRUCTURAL CONNECTION VERTICAL JOINT REBAR GEOMETRY OF TOP & BOTTOM OF KEYSTONE HORIZONTAL STRUCTURAL CONNECTION REBAR POSITION REBAR LENGTH REBAR STRAIGHTNESS DUCT DIMENSIONS & LENGTH
  • 39. Functional Requirements CONCRETE GROWTH concrete materials engineers Aspects to Control (V) PRE-ASSEMBLY FIXTURES INPUT REQUIRED OUTPUT ANCHOR BOLT CONNECTION INSERTS PROPERTIES AND POSITIONS KEYSTONE POSITIONING during PRE-ASSEMBLY DUCT DIMENSIONS KEYSTONE POSITION AND LEVEL IN TOWER for TOWER GEOMETRY BOLT CONNECTION INSERTS PROPERTIES AND POSITIONS WORKING PLATFORMS
  • 40. PRE-ASSEMBLY CONCRETE GROWTH concrete materials engineers Levelling tool Prop support fixture Vertical joint Aspects to Control (VI) Platform
  • 41. Functional Requirements CONCRETE GROWTH concrete materials engineers Aspects to Control (VII) LIFTING MECHANISMS INPUT REQUIRED OUTPUT TPA POSITION & PROPERTIES LIFT HORIZONTALLY LIFTING LOOP DIMENSIONS & POSITIONING LIFT VERTICALLY FIXTURES FOR OPERATION OF TOWER INPUT REQUIRED OUTPUT BOLT CONNECTION INSERTS PROPERTIES & POSITIONS ELECTRICAL CABLING MECHANICAL LIFT
  • 42. Functional Requirements TPAs for lifting in horizontal position CONCRETE GROWTH concrete materials engineers Aspects to Control (IIX)
  • 43. Functional Requirements Lifting loops Ducts CONCRETE GROWTH concrete materials engineers Aspects to Control (IX)
  • 44. Manufacturing Requirements CONCRETE GROWTH concrete materials engineers Aspects to Control (X) MOULDS INPUT REQUIRED OUTPUT FLOWABILITY OF CONCRETE MOULD DESIGN FOR HORIZONTAL CASTING DEMOULDING STRENGTH MOULD TURN-AROUND TIME THERMAL CURING SUPPORTS AFTER DEMOULDING INPUT REQUIRED OUTPUT DEMOULDING STRENGTH BE ABLE TO BE SUPPORTED ON TWO POINTS ONLY AFTER DEMOULDING
  • 45. CONCRETE GROWTH concrete materials engineers Quality System Overview (I) Engineering Specification & Design Functional Design and Structural Design by AWP Engineering Based on International Structural Design Code Eurocode Captured in Engineering Drawings and Project Specifications Comparison with SANS and Adaption of Specification where Relevant Instructions Documents describing how each action shall be performed in order to meet the Engineering Design and Specifications Inspection Sheets Documents filled in throughout each step of the process documenting the procedures followed Quality Teams Contractor Responsible for Manufacturing according to the quality specifications; and for documenting their procedures according to the Quality System AWP Quality Team Inspection of actual processes and checking of documentation to ensure processes were correctly followed; coordination with AWP Engineering team where specifications not clear or where deviations are required for practical, local reasons
  • 46. CONCRETE GROWTH concrete materials engineers Quality System Overview (II) Traceability From Raw Material to Keystone throughout all Processes Tolerances +/- There are no ABSOLUTES In line with Engineering Design & Functional Requirements Practically Achievable at Related Cost Frequency of Measurement Initial Production Serial Production Differs per material type depending on inherent variability & application Entire process is broken down into individual steps and each is checked and documented against fixed, repetitive, easy-to- check criteria
  • 47. engineering specifications/drawings CONCRETE GROWTH concrete materials engineers Quality System Overview (III) engineering support INSTRUCTIONS INSPECTION SHEETS QUALITY TEAM
  • 48. CONCRETE GROWTH concrete materials engineers Quality System Overview (IV) SPECIFY MEASURE & RECORD DESIGN CORRECT CANNOT CORRECT ok production deviation specification deviation not ok
  • 49. Design Code CONCRETE GROWTH concrete materials engineers Quality System
  • 50. Design Code CONCRETE GROWTH concrete materials engineers Quality System
  • 51. Project Specifications CONCRETE GROWTH concrete materials engineers Quality System
  • 52. Engineering Drawings - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 53. Instructions - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 54. Inspection Sheets - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 55. Inspection Sheets - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 56. Inspection Sheets - Concrete FLOW TEST FOR SE SELF-COMPACTING C CONCRETE R RECORDED ON SHEET CONCRETE GROWTH concrete materials engineers Quality System
  • 57. Inspection Sheets - Concrete Cube specimens CONCRETE GROWTH concrete materials engineers Quality System
  • 58. Inspection Sheets - Concrete Strength testing CONCRETE GROWTH concrete materials engineers Quality System
  • 59. Inspection Sheets - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 60. Supporting Documentation - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 61. Supporting Documentation - Concrete CONCRETE GROWTH concrete materials engineers Quality System
  • 62. Engineering Drawings - Reinforcement CONCRETE GROWTH concrete materials engineers Quality System
  • 63. Instructions - Reinforcement CONCRETE GROWTH concrete materials engineers Quality System
  • 64. Instructions - Reinforcement CONCRETE GROWTH concrete materials engineers Quality System
  • 65. Control Sheets - Reinforcement CONCRETE GROWTH concrete materials engineers Quality System
  • 66. CONCRETE GROWTH concrete materials engineers Case Study Lost in translation (I)
  • 67. CONCRETE GROWTH concrete materials engineers Case Study Lost in translation (II)
  • 68. CONCRETE GROWTH concrete materials engineers Case Study Lost in translation (III)
  • 69. CONCRETE GROWTH concrete materials engineers Case Study Ducts too small (I)
  • 70. CONCRETE GROWTH concrete materials engineers Case Study Ducts too small (II)
  • 71. CONCRETE GROWTH concrete materials engineers Case Study Ducts too small (III)
  • 72. Measure already cast-in ducts to determine extent of problem CONCRETE GROWTH concrete materials engineers Case Study Ducts too small (IV)
  • 73. Measure new batches CONCRETE GROWTH concrete materials engineers Case Study Ducts too small (V)
  • 74. CONCRETE GROWTH concrete materials engineers Case Study Ducts too small (VI) Update Specification & Inspection Sheets
  • 75. CONCRETE GROWTH concrete materials engineers Case Study Too much water (I) Batch Plant
  • 76. CONCRETE GROWTH concrete materials engineers Case Study Too much water (II) Batch plant control
  • 77. CONCRETE GROWTH concrete materials engineers Case Study Too much water (III) Batch record
  • 78. CONCRETE GROWTH concrete materials engineers Case Study Too much water (IV) Confirmed by Concrete Test Result

Editor's Notes

  • #5: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #6: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #8: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #9: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #10: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #11: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #12: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #13: This gives an overview of the transport and assembly To construct one 100m tall tower, 17 tapered concrete segments are manufactured in a typical precast factory, each segment 20 m in length, and shipped to the windfarm. During the pre-assembly phase, the four segments that form the bottom 20m of the tower are placed into position one by one onto the in situ cast concrete foundation, and the vertical joints grouted tight The remaining segments are pre-assembled into 4 more 20m long cylinders, each cylinder consisting out of 2 to 4 segments, and the vertical joints grouted tight During final assembly the remaining 4 cylinders are assembled one on top of the other along with the nacelle and blades Finally the horizontal joints are grouted, and the five cylinders post-tensioned onto the foundation to complete the assembly.
  • #14: This gives an overview of the transport and assembly To construct one 100m tall tower, 17 tapered concrete segments are manufactured in a typical precast factory, each segment 20 m in length, and shipped to the windfarm. During the pre-assembly phase, the four segments that form the bottom 20m of the tower are placed into position one by one onto the in situ cast concrete foundation, and the vertical joints grouted tight The remaining segments are pre-assembled into 4 more 20m long cylinders, each cylinder consisting out of 2 to 4 segments, and the vertical joints grouted tight During final assembly the remaining 4 cylinders are assembled one on top of the other along with the nacelle and blades Finally the horizontal joints are grouted, and the five cylinders post-tensioned onto the foundation to complete the assembly.
  • #15: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #16: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #17: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #18: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #19: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #20: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #21: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #22: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #23: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.
  • #24: Acciona Windpower is currently constructing the Gouda Windfarm, the first in South Africa in which concrete towers will be used. To summarize as follows: 46 precast tower structures will be constructed for the Windfarm Each tower structure will be 100 m high consisting of 5 times 20m long tapered cylindrical units, all in all made up of 17 segments/ structure The segments are manufactured at Airport Industria Cape Town, and transported to Gouda site (100 odd km) and assembled and post-tensioned onto in situ foundations
  • #41: South African government is under pressure in several, but specifically two areas, i.e. to reduce rate of unemployment and to increase the countrys electricity supply capacity. To address these the governments Integrated Resource Plan, projected that an increase in electricity supply of around 55 000 MW will need to be established within the next 20 years. A significant component of this plan is the use of renewable energy sources and involvement of Independent Power Producers in these projects with the share of wind energy comprising 9 200 MW as Ive mentioned before. To increase the positive effects on the national and local economies that can be derived from this roll-out, the DTI has increased the local content requirements from the 3rd bid submission onwards to a threshold of 40% and a target value of 65% with specific reference to local construction of towers, This is because the tower alone, excluding foundations and civil works making up around 15 to 20% of the capital cost of a windfarm.