This document discusses quality management of precast concrete tower segments used for wind turbine towers. It describes the manufacturing process for concrete tower segments at Concrete Units factory in Cape Town, including casting keystones (semi-circular concrete elements), reinforcement, joints, and functional requirements. It outlines aspects that are controlled, such as dimensions, concrete properties, reinforcement, fixtures, and moulds. Finally, it provides an overview of the quality system used, including engineering specifications and design, instructions, inspection sheets, and quality teams.
This document outlines the course objectives, outcomes, syllabus, and textbooks for a "Design of Steel Structures" course. The objective is to make students conversant in designing steel structural elements per Indian code provisions. The 5-unit syllabus covers topics like steel material properties, connections, tension/compression member design, beams, plate girders, roof trusses, and limit state design methodology. Upon completing the course, students will be able to design various steel structural components and connections. The recommended textbooks provide further information on limit state design of steel structures.
Abstract (Dutch)
Samengestelde betonnen liggers vervaardigd van prefab voorgespannen- en/of gewapende elementen zijn zeer populair in de huidige praktijk van de civiele techniek. Twee betonnen, samengestelde delen van de ligger worden gestort op verschillende tijdstippen. Verschillende elasticiteitsmoduli, opeenvolgende belastingaanbrenging, en verschillend krimp en kruip veroorzaken een herverdeling van de normaalspanning en ongelijke rekken en spanningen in twee aansluitende vezels in het aansluitvlak.
Dit seminar richt zich op de berekening volgens de EN 1992-1-1 en EN 1992-2. De aannames met betrekking tot de berekening en de controle van de gewapende en/of voorgespannen samengestelde liggers en doorsnedes zal worden toegelicht.
Ook wordt er ingegaan op:
De spanning/rek respons van de doorsnede belast door normaalkracht en buigende momenten,
De principes van het gebruik van de initi谷le toestand in berekeningen van de uiterste grenstoestand en de bruikbaarheidsgrenstoestand,
De controle van dwarskracht en wringing,
De interactie tussen alle snedekrachten,
De principes van de controles van de spanningbeperking,
De achtergrond van de scheurwijdtecontrole
Speciale aandacht zal er worden gegeven aan de berekening van de schuifspanning in het aansluitvlak, en de beschouwing van de invloed van de verschillende leeftijd van de betonnen delen met betrekking tot de schuifspanningen. Een alternatieve berekeningsmethode ten opzichte van de Eurocode 2 zal worden voorgesteld en worden getest.
De praktische voorbeelden volgens de Eurocode 2 zullen worden uitgevoerd met behulp van de IDEA StatiCa software.
Design and construction of wind turbine towers for maximum power generationAakash Bagchi
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This document discusses the design and construction of wind turbine towers for maximum power generation. It begins by introducing the power output equation for wind turbines and the concept of optimum tower height, which aims to maximize average power output relative to total capital costs. Taller towers allow access to higher wind speeds but also increase construction costs. The document then examines various tower designs including steel tubular, concrete, hybrid, and lattice designs. It analyzes factors like costs, transportation, advantages and disadvantages of each design. The document also discusses loads on towers, stiffness requirements, and challenges in increasing tower heights for higher energy output.
This document provides an introduction to prestressed concrete, including:
1. The basic principles of prestressing concrete by applying compressive stresses that counteract tensile stresses from loads. This allows for smaller member sizes.
2. The main advantages are smaller sections, reduced deflections, increased spans, and improved durability due to reduced cracking.
3. The two main methods are pre-tensioning, where strands are stressed before casting, and post-tensioning, where strands are tensioned after casting through ducts.
4. Uses include precast beams, slabs, piles, tanks, and bridges constructed with either precast or post-tensioned segments.
Concrete Towers - a business case for sustained investment_Rev 5Santie Gouws
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This document discusses the localization of Acciona Windpower's precast concrete wind turbine tower technology in South Africa. It details the investment made to upgrade a local precast concrete manufacturer to produce 782 tower segments for Acciona's Gouda Wind Farm. This included factory upgrades, new equipment, and training personnel. The project created 216 local jobs and significantly increased local content. It also helped develop new skills and precast concrete technology capabilities in South Africa. Sustaining this investment could reduce costs and lead times for future projects while retaining these skills in the local industry.
Ayman Helmi Mohamed is an Egyptian civil structural engineer seeking a construction or technical manager position. He has over 18 years of experience in structural engineering design and construction management in Saudi Arabia and Egypt. His experience includes serving as the lead site engineer for the Jubail University project in Saudi Arabia and conducting value engineering for various projects in Saudi Arabia. He is proficient in structural design software like STAAD and AutoCAD.
Hitech Equipments is a leading manufacturer of material handling equipment and pre-engineered steel buildings based in India. It produces various types of cranes like single girder, double girder, gantry cranes up to 124 ton capacity. It also manufactures pre-engineered steel buildings for various industrial applications. Hitech offers turnkey solutions including cranes, buildings, and civil construction works. It has a strong presence in India and overseas markets due to its high quality products, competitive pricing, and service.
ONE OF THE WAY TO IMPROVE THE OUTFLOW OF CURRENCY IS THE UTILIZATION OF INDUSTRIAL BUILDING SYSTEM ( IBS ) :
- IBS is a system which suits all architectural demands. It is neither a machine nor component,
- IBS Superstructure In Malaysia 3in1 : HC PRECAST SYSTEM
- Load Bearing + Modular Shear Keys Wet Joint + Box System
The Burj Al Arab hotel in Dubai is 321 meters tall and was constructed as a symbol of Dubai. It was designed by architect Tom Wright and constructed between 1994-1999 by a joint venture between Al Habtoor Engineering, Murray and Roberts, and Fletcher Construction. The hotel features 202 luxury suites, restaurants, a private beach, and cost between $7,500-$15,000 per night to stay in due to its opulent design and amenities.
This resume is for Stan Wilczynski, a civil engineer with experience in telecommunications tower design, analysis, and construction management. He has worked as an engineering design manager, tower foundation design expert, tower reinforcement design expert, monopole design consultant, and national design manager for various companies around the world. His responsibilities have included structural analysis and design of towers, foundations, and antenna mounting structures according to industry standards; reviewing designs submitted by other engineers; training local engineers; and managing tower construction projects.
This resume summarizes the professional experience of Stan Wilczynski, a Civil Engineer from Toronto, Canada. He has over 35 years of experience in telecommunications infrastructure design and project management around the world, specializing in tower design, foundation design, and construction management. His roles have included engineering management positions at companies such as Bell Telecom, Myanmar Tower Company, Huawei Technologies, Alcatel-Lucent, Siemens, Ericsson, Nokia, Lucent Technologies, and Motorola. He has extensive experience designing towers, foundations, and other telecom infrastructure to meet international standards.
This resume summarizes the professional experience of Stan Wilczynski, a Civil Engineer from Toronto, Canada. He has over 30 years of experience in telecommunications infrastructure design and project management around the world, specializing in tower design, foundation design, and construction management. His roles have included engineering management positions at companies such as Bell Telecom, Huawei, Nokia, Ericsson, and Siemens in countries across Asia, Europe, Africa, and South America. He has extensive experience designing towers, foundations, and other telecom infrastructure to meet international standards.
CIVIL CONSTRUCTION INFATIMA FERTILIZER COMPANY LIMITEDWater Birds (Ali)
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This document provides an overview of the civil construction and structures at Fatima Fertilizer's plant. It discusses the project overview including key features and timelines. It then describes the civil engineer's role in establishing projects like Fatima Fertilizer which includes various complex structures from foundations to buildings. It highlights the use of steel and concrete frame structures. The document also outlines the author's work areas including roads, a weigh bridge, and the Nitro Phosphate plant. It provides details on constructing roads using rigid pavement and the weigh bridge. For the NP plant, it discusses the prilling tower construction using slip forming and strengthening of columns.
Elvin Ortiz has over 30 years of experience as a structural designer using CAD software such as SmartPlant 3D, AutoCAD, and MicroStation. He has worked on numerous industrial projects in Canada and internationally, serving as the lead designer for steel and concrete structures. Ortiz also has experience training other designers.
Sean Mason is applying for a construction team lead/manager position. He has 20 years of experience in the oil and gas construction sector, having worked on projects for companies like Petrotrin, ABB Lumas Techint, and Repsol Trinidad Limited. These projects involved tasks like installation, supervision, planning, material management, and commissioning. Mason is AutoCAD trained and provides services like construction management, piping design, and commissioning. He has various qualifications in areas like piping, welding, instrumentation, and quality assurance.
This document provides a summary of Nazmy Nabil Nazmy's personal and professional details. It includes his contact information, education history, languages, computer skills, and work experience. Nazmy has a BSc in civil engineering from Helwan University and over 5 years of experience in structural engineering. He is currently a Senior Technical Office Engineer for Orascom Construction Industries, where he prepares shop drawings and follows engineering activities for steel structures in power plants.
M/s. BUTLAS Consulting Engineers is a newly formed civil and structural engineering consultancy firm led by B.Sreenivas, who has 20 years of experience working for major engineering companies on oil, gas, petrochemical and infrastructure projects. The firm offers a range of civil and structural design, detailing, engineering and peer review services for sectors including oil & gas, petrochemicals, refineries, power and fertilizers. Their current team consists of 2 engineers, 3 designers and 1 senior technical consultant working on an ongoing project in Sudan.
This document provides an update on the Design, Construction, Testing & Commissioning of Strategic Reservoirs project in Faisaliah, Jeddah. Key details include:
- Excavation for Tank #1 is 50% complete
- Soil improvement is finished for Tank #3 and approved for Tanks 2 & 4
- Foundation, wall, and piping designs are under review or revision
- 394 workers and 76 pieces of equipment are on site to complete the work
- The project completion date was extended by 9 months to April 23, 2016.
Muhammad Abdul Naeem Qureshi is a 60-year-old Pakistani national with over 36 years of experience in various industries including oil and gas, petrochemicals, shipbuilding, and barrage construction. He holds a Bachelor's degree in Mechanical Engineering and has worked as a project manager on numerous projects in countries like the UAE, Saudi Arabia, Qatar, and Pakistan. Currently, he works as the EPC Project Manager at Deutsche Babcock LLC in Abu Dhabi, UAE.
This document presents information on the construction of a flyover in Patna, Bihar, India. It discusses two proposed flyover projects connecting Mithapur flyover to Bhikhari Thakur flyover and Mithapur flyover to Chiraiyatand flyover. The contractor for the project is Rachna Construction Co. from Bharuch, Gujarat. The document then provides details on the execution of the project, including surveying, piling, pile cap construction, pier shaft construction, and testing procedures to ensure quality. It concludes by noting that flyovers make transportation easier but constructing them inside cities is difficult due to traffic interruptions during foundation work.
CONSTRUCTION TECHNOLOGY(For 4h semester B.Tech Degree Students Under Kerala Technological University)
VISHNU VIJAYAN
HOD-Department Of Civil Engineering
Baselios Mathews II College Of Engineering Sasthamcotta, Kollam,Kerala,INDIA.
Shortcreting has proved to be the best method for construction of curved surfaces. Domes are now much easier to construct with the advent of shotcrete technology. Tunnel linings are also becoming easy with this technology. Not only are these but there a wide range of applications where this technology has been a leading one. This technical paper includes the concept of shotcrete and how it differs from conventional concrete. It also enumerates the different types of process involved in shotcreting i.e. dry mix process and wet mix process. Advantages of shotcrete and its applications in various fields like tunneling, canals, buildings etc. are specified in detail. This paper presents an overview of shotcreting technology along with its applications.
DEFINITION OF SHOTCRETE:-
Shotcrete is a mortar or high performance concrete conveyed through a hose and pneumatically projected at high velocity onto a backing surface. It is the force of this spraying action that leads to compaction of the concrete or mortar which then forms layers of concrete to the required thickness. Shotcreting has been an acceptable way of placing cementitious material in a variety of applications.
Usually patented polypropylene fibers are included in the shotcrete which increases the cohesive nature of the shotcrete through mechanically binding the cementitious materials together. This mechanism reduces the rebound waste that occurs through the shotcreting process and these fibers also resist plastic shrinkage and cracking through their ability to enhance the early stage tensile strength of concrete.
Shotcrete also gives better surface finishes and reduces surface tearing on non- linear sections. Cementitious material containing the poly propylene fibers resist cycles of freezing and thawing and also reduces the chances of water and chemical penetrations.
This session will guide you through all the essential elements of preparing an engineered lift plan. From the reason a plan is needed to the engineering required along with drawings and calculations, learn how to prepare and present the submission to the client.
Speaker: Jamison Fox, P.E., International Industrial Contracting Corporation
Work Experience:
Having an overall 8+ Years of experience in mega projects like Highways, Over Head Flyovers,
Multi-storey Buildings and Multi-storey hospitals with different Civil Construction/Consultant companies.
Career Objective:
A passionate person determined to work in a demanding role in a valued national and multi-national organization where I can utilize my knowledge...
Efficient Design for Multi-story Building Using Pre-Fabricated Steel Structur...IRJET Journal
油
This document discusses the efficient design of a multi-story building using pre-fabricated steel structure integrated with Building Information Modeling (BIM). It involves designing a 5-story steel building using STAAD.Pro for structural analysis, AutoCAD for 2D drawings, Revit for 3D modeling, and Navisworks for 4D scheduling and clash detection. The building is modeled at each stage of the design process using the appropriate software. Structural analysis is performed in STAAD.Pro to check stability. The project aims to demonstrate how using BIM at various stages can result in a more efficient building design with reduced time and costs.
The document provides an introduction to structural engineering, outlining various fields including structural, geotechnical, transportation, and earthquake engineering. It describes structural engineering as designing structures to safely support loads through structural analysis and design of buildings, bridges, towers, and other structures. Key concepts in structural engineering are introduced such as load types, structural materials, analysis software, and career opportunities for structural engineers.
By Shri M V Sathish,
Senior Vice President,
L & T Construction,
at 31st National Convention of Civil Engineers organized by Gujarat State Center of The institution of Engineers (India) at Ahmedabad
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The Burj Al Arab hotel in Dubai is 321 meters tall and was constructed as a symbol of Dubai. It was designed by architect Tom Wright and constructed between 1994-1999 by a joint venture between Al Habtoor Engineering, Murray and Roberts, and Fletcher Construction. The hotel features 202 luxury suites, restaurants, a private beach, and cost between $7,500-$15,000 per night to stay in due to its opulent design and amenities.
This resume is for Stan Wilczynski, a civil engineer with experience in telecommunications tower design, analysis, and construction management. He has worked as an engineering design manager, tower foundation design expert, tower reinforcement design expert, monopole design consultant, and national design manager for various companies around the world. His responsibilities have included structural analysis and design of towers, foundations, and antenna mounting structures according to industry standards; reviewing designs submitted by other engineers; training local engineers; and managing tower construction projects.
This resume summarizes the professional experience of Stan Wilczynski, a Civil Engineer from Toronto, Canada. He has over 35 years of experience in telecommunications infrastructure design and project management around the world, specializing in tower design, foundation design, and construction management. His roles have included engineering management positions at companies such as Bell Telecom, Myanmar Tower Company, Huawei Technologies, Alcatel-Lucent, Siemens, Ericsson, Nokia, Lucent Technologies, and Motorola. He has extensive experience designing towers, foundations, and other telecom infrastructure to meet international standards.
This resume summarizes the professional experience of Stan Wilczynski, a Civil Engineer from Toronto, Canada. He has over 30 years of experience in telecommunications infrastructure design and project management around the world, specializing in tower design, foundation design, and construction management. His roles have included engineering management positions at companies such as Bell Telecom, Huawei, Nokia, Ericsson, and Siemens in countries across Asia, Europe, Africa, and South America. He has extensive experience designing towers, foundations, and other telecom infrastructure to meet international standards.
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This document provides an overview of the civil construction and structures at Fatima Fertilizer's plant. It discusses the project overview including key features and timelines. It then describes the civil engineer's role in establishing projects like Fatima Fertilizer which includes various complex structures from foundations to buildings. It highlights the use of steel and concrete frame structures. The document also outlines the author's work areas including roads, a weigh bridge, and the Nitro Phosphate plant. It provides details on constructing roads using rigid pavement and the weigh bridge. For the NP plant, it discusses the prilling tower construction using slip forming and strengthening of columns.
Elvin Ortiz has over 30 years of experience as a structural designer using CAD software such as SmartPlant 3D, AutoCAD, and MicroStation. He has worked on numerous industrial projects in Canada and internationally, serving as the lead designer for steel and concrete structures. Ortiz also has experience training other designers.
Sean Mason is applying for a construction team lead/manager position. He has 20 years of experience in the oil and gas construction sector, having worked on projects for companies like Petrotrin, ABB Lumas Techint, and Repsol Trinidad Limited. These projects involved tasks like installation, supervision, planning, material management, and commissioning. Mason is AutoCAD trained and provides services like construction management, piping design, and commissioning. He has various qualifications in areas like piping, welding, instrumentation, and quality assurance.
This document provides a summary of Nazmy Nabil Nazmy's personal and professional details. It includes his contact information, education history, languages, computer skills, and work experience. Nazmy has a BSc in civil engineering from Helwan University and over 5 years of experience in structural engineering. He is currently a Senior Technical Office Engineer for Orascom Construction Industries, where he prepares shop drawings and follows engineering activities for steel structures in power plants.
M/s. BUTLAS Consulting Engineers is a newly formed civil and structural engineering consultancy firm led by B.Sreenivas, who has 20 years of experience working for major engineering companies on oil, gas, petrochemical and infrastructure projects. The firm offers a range of civil and structural design, detailing, engineering and peer review services for sectors including oil & gas, petrochemicals, refineries, power and fertilizers. Their current team consists of 2 engineers, 3 designers and 1 senior technical consultant working on an ongoing project in Sudan.
This document provides an update on the Design, Construction, Testing & Commissioning of Strategic Reservoirs project in Faisaliah, Jeddah. Key details include:
- Excavation for Tank #1 is 50% complete
- Soil improvement is finished for Tank #3 and approved for Tanks 2 & 4
- Foundation, wall, and piping designs are under review or revision
- 394 workers and 76 pieces of equipment are on site to complete the work
- The project completion date was extended by 9 months to April 23, 2016.
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CONSTRUCTION TECHNOLOGY(For 4h semester B.Tech Degree Students Under Kerala Technological University)
VISHNU VIJAYAN
HOD-Department Of Civil Engineering
Baselios Mathews II College Of Engineering Sasthamcotta, Kollam,Kerala,INDIA.
Shortcreting has proved to be the best method for construction of curved surfaces. Domes are now much easier to construct with the advent of shotcrete technology. Tunnel linings are also becoming easy with this technology. Not only are these but there a wide range of applications where this technology has been a leading one. This technical paper includes the concept of shotcrete and how it differs from conventional concrete. It also enumerates the different types of process involved in shotcreting i.e. dry mix process and wet mix process. Advantages of shotcrete and its applications in various fields like tunneling, canals, buildings etc. are specified in detail. This paper presents an overview of shotcreting technology along with its applications.
DEFINITION OF SHOTCRETE:-
Shotcrete is a mortar or high performance concrete conveyed through a hose and pneumatically projected at high velocity onto a backing surface. It is the force of this spraying action that leads to compaction of the concrete or mortar which then forms layers of concrete to the required thickness. Shotcreting has been an acceptable way of placing cementitious material in a variety of applications.
Usually patented polypropylene fibers are included in the shotcrete which increases the cohesive nature of the shotcrete through mechanically binding the cementitious materials together. This mechanism reduces the rebound waste that occurs through the shotcreting process and these fibers also resist plastic shrinkage and cracking through their ability to enhance the early stage tensile strength of concrete.
Shotcrete also gives better surface finishes and reduces surface tearing on non- linear sections. Cementitious material containing the poly propylene fibers resist cycles of freezing and thawing and also reduces the chances of water and chemical penetrations.
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Speaker: Jamison Fox, P.E., International Industrial Contracting Corporation
Work Experience:
Having an overall 8+ Years of experience in mega projects like Highways, Over Head Flyovers,
Multi-storey Buildings and Multi-storey hospitals with different Civil Construction/Consultant companies.
Career Objective:
A passionate person determined to work in a demanding role in a valued national and multi-national organization where I can utilize my knowledge...
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油
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The document provides an introduction to structural engineering, outlining various fields including structural, geotechnical, transportation, and earthquake engineering. It describes structural engineering as designing structures to safely support loads through structural analysis and design of buildings, bridges, towers, and other structures. Key concepts in structural engineering are introduced such as load types, structural materials, analysis software, and career opportunities for structural engineers.
By Shri M V Sathish,
Senior Vice President,
L & T Construction,
at 31st National Convention of Civil Engineers organized by Gujarat State Center of The institution of Engineers (India) at Ahmedabad
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)
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)
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)
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)
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
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
48. CONCRETE GROWTH
concrete materials engineers
Quality System Overview (IV)
SPECIFY MEASURE
&
RECORD
DESIGN
CORRECT
CANNOT
CORRECT
ok
production
deviation
specification
deviation
not ok
56. Inspection Sheets - Concrete
FLOW TEST FOR
SE SELF-COMPACTING
C CONCRETE
R RECORDED ON SHEET
CONCRETE GROWTH
concrete materials engineers
Quality System
#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.