CTE WIND CIVIL ENGINEERING (brochure)
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Transcript of CTE WIND CIVIL ENGINEERING (brochure)
www.cte-wind.comFebruary 2014Design of wind turbine foundations and solar farms
Static and dynamic analyses
Research of optimal economy
Development of allconstruction drawings
Assistance and consulting
Design of wind turbine foundations
Based in Dinard (Brittany, France) with subsidiaries in Germany (Freiburg im Breisgau), Poland
(Warsaw), Portugal (Lisbon), Brazil (Porto Alegre) and Vietnam (Hanoi), CTE Wind Civil
Engineering is an experienced design office specializing in the analysis and design of
onshore wind turbine foundations. We propose the following services for our clients:
Assistance, consulting and expertise
Preliminary and final designs
Static and dynamic analyses
Research of economical and optimized foundations
Seismic analyses
Site inspections for reinforcement
Our designs are adapted to the geotechnical reports and respect the criteria of
manufacturers, the requirements of the clients as well as the standards both of the country
concerned and specific to the wind energy sector.
We have found foundation shapes that result in a better formwork and make transportation
and positioning of reinforcements easier so that we can propose to our clients foundations
which are economical, optimized but still reliable.
Our know-how
Facts and figures :
Participation in the design of up to 670 wind
farms in France and abroad
More than 4800 foundations studied, with a
total turbine capacity of 8600 megawatts
Multiple international references
Some of our referencesClients
Some of our referencesManufacturers
General Statisticsof foundations and MWs
MANUFACTURER MW
ACCIONA 75 172
ALSTOM 213 403
AVANTIS 6 15
BONUS 23 30
CLIPPER 27 68
DDIS 17 15
ECOTECNIA 98 197
>379 >379
EVIAG 6 15
FUHRLANDER 46 89
GAMESA 397 510
GE ENERGY 396 1011
IMPSA 15 30
LAGERWEY 4 3
LEITWIND 1 2
NEG MICON 32 39
NORDEX 648 1388
REPOWER 1072 1600
SHANGHAI ELECTRIC 14 50
SIEMENS 311 714
VERGNET 42 35
VESTAS 1024 1833
WINDTEC 2 4
WINWIND 29 36
XEMC 2 4
MEASUREMENT TOWERS 13
NUMBER OF TURBINES
ENERCON (Verifications)
CTE Wind
International
Our foundation studiesInternational
COUNTRY
BELGIUM12 36 70
4 13 29
GERMANY1 7 23
2 22 72
GREECE - -
IRELAND 1 5 15
POLAND6 76 159
9 89 192
ROMANIA2 107 261
2 43 127
SERBIA 1 34 102
SWEDEN 1 2 5
TURKEY 1 52 143
UKRAINE 1 89 275
UNITEDKINGDOM
2 10 26
1 1 -
ALGERIA 1 12 10
EGYPTE 1 1 2
ETHIOPIA 1 84 120
KENYA 1 63 101
MAURITANIA 1 15 22
MOROCCO4 236 503
5 136 342
THAILAND 1 6 10
VIETNAM1 20 30
4 31 61
GUYANA 1 5 12
BRAZIL8 >112 >254
20 >156 >304
CANADA 3 240 480
MEXICO 1 27 67
NICARAGUA 1 22 40
URUGUAY2 34 92
1 28 67
TOTAL48 > 1122 > 2356
55 > 692 > 1660
STATUS NUMBER OF FARMS NUMBER OF TURBINES TOTAL CAPACITY (MW)
Completed
Ongoing
Completed
Ongoing
Completed 4 (Verification)
Completed
Completed
Ongoing
Completed
Ongoing
Ongoing
Completed
Completed
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Completed
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Completed
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Completed
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Completed
Ongoing
Completed
Completed
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Completed
Ongoing
Completed
Completed
Completed
Completed
Ongoing
COMPLETED
ONGOING
EUR
OP
EA
FRIC
AA
MER
ICA
ASI
A
ASHEGODA WIND FARM
Location: Ashegoda, Ethiopia
Year: 2010/2011
Client : Vergnet
Manufacturer : Vergnet / Alstom
Turbines : 30 GEV HP 70m turbines & 54 ECO 74 80m turbines
Project description :
For this wind farm CTE performed the implementation studies.
This project had the following characteristics:
Local standards
Variable water level
BALIKESIR WIND FARM
Location: Balıkesir Province, Turkey
Year: 2011
Client: Cegelec
Manufacturer: GE Energy
Turbines: 52 GE 2.75MW turbines
Project description :
For this wind farm CTE perfomed the implementation studies.
This project had the following characteristics :
Earthquake risk
Lean concrete until the supporting soil level! ( 10 cm at least )
Section
Backfill density necessary to foundation
stability. Pede
stal
Slab
Platform level
GLslope 3% slope 3%
Bevel 2.5x2.5 cm
Examples of studiesInternational
Weigth of backfill to stability
Section
Lean concrete until the supporting soil level! ( 10 cm at least )
slope 1% slope 1%Platform level Grouted
Spr
ing
Sla
bP
edes
tal
GL GL
Map
of o
ur
Inte
rnat
ion
alfo
un
dat
ion
stu
die
s
CTE Wind
in France
Our foundation studiesin France
REGION
ALSACE 2 6 13
AUVERGNE8 57 115
1 6 >6
BRITTANY52 262 >451
7 41 >37
BURGUNDY7 62 >100
4 23 52
CENTRE44 >316 >719
7 64 >87
CHAMPAGNE-ARDENNE52 >546 >1056
21 >155 >203
FRANCHE-COMTÉ 2 41 117
ILE-DE-FRANCE 1 7 14
LANGUEDOC ROUSSILLON16 78 142
5 >41 >107
LIMOUSIN 5 >15 >38
LORRAINE33 >221 >430
6 41 69
MIDI-PYRÉNÉES9 70 126
2 >7 >14
UPPER NORMANDY16 82 177
4 >13 >25
LOWER NORMANDY13 58 101
3 22 47
NORD-PAS-DE-CALAIS21 141 259
8 22 >33
PAYS DE LA LOIRE28 149 252
7 31 >39
PICARDY56 369 >762
13 >58 >90
POITOU-CHARENTES22 117 >195
6 40 >61
PACA3 8 18
1 5 13
RHÔNE-ALPES5 19 35
2 11 10
GUADELOUPE 1 9 2
TOTAL459 >2967 >5315
60 >316 >495
STATUS NUMBER OF FARMS NUMBER OF TURBINES TOTAL CAPACITY (MW)
Completed
Completed
Ongoing
Completed
Ongoing
Completed
Completed
Completed
Ongoing
Completed
Ongoing
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Ongoing
Completed
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Completed
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Completed
Ongoing
Ongoing
COMPLETED
ONGOING
COUME WIND FARM
Location: Coume, Moselle (57)
Year: 2011
Client: Boreas
Manufacturer: Nordex
Turbines: 4 turbines N100 R100
Project description :
For this wind farm CTE performed the implementation studies.
This project had the following characteristics:
Foundation without pedestal : this enabled cost savings with regards to the reinforcements.
3 foundation types including a pile foundation.
Round foundation: diameter 23,7m, total volume 725 m3, 63 tonnes of steel
Pile foundation: diameter 19m , total volume 520 m3, 68 tonnes of steel
ALLANCHE WIND FARM
Location: Allanche, Cantal (15)
Year: 2011
Client: Fondasolutions
Manufacturer: Vestas
Turbines: 8 turbines V90 3MW
Project description :
For this wind farm CTE performed the implementation studies.
This project had the following characteristics:
Slab foundation
No water pressure
Examples of studiesin France
Lean concrete until the supporting soil level! ( 10 cm at least ) Pile
SectionGLGL
Backfill density necessary to foundation
stability.
Slab
Pede
stal
Grouted
Sprin
g
Slope 3% Slope 3%
Lean concrete until the supporting soil level! ( 10 cm at least )
SectionGL
Slab
Pede
stal
GL
Backfill density necessary to foundation
stability.
slope 3% slope 3%
Each symbol corresponds to a wind farm
Wind measurement tower
Offices
Ongoing
Completed
Our foundation studiesin France
Our references in foundationsfor wind turbines in France:
Wind Farms: 500Number of Turbines: > 3000MW: > 5500 2014
CTE Wind
Photovoltaic
For photovoltaic systems (PV) on the ground CTE has developped an expertise in the design
of the foundations and the verification of the supporting steel structure for the PV panels.
We provide expertise in the design of foundations for all types of ground-based photovoltaic
panel projects.
Our studies are adapted to the geotechnical conditions of the site and to the connection
system of the steel structure.
We also take into account the local and international standards as well as specific guidelines
which can be applied to large fields with photovoltaic structures.
We have worked for several clients, installing different types of trackers and modifiable struc-
tures on difficult terrain and old landfills.
“TOUL-ROSIERES” SOLAR FARM
Location: Toul-Rosières Air Base, France (54)
Year: 2011 (in progress)
Client: Krinner Schraubfundamente GmbH
Manufacturer: Krinner Schraubfundamente GmbH
Site manager: EDF EN
Superficy: 400 ha, 143 MW
Project description :
For this solar farm CTE performed the preliminary design and implementation studies for
the panel structure.
This project had the following characteristics:
The project was divided into 5 panel units of 12 MW each. The calculations were adapted
to the geotechnical conditions of each panel unit
The PV panels are fixed in the ground with screws (no foundation)
Variable water level
Photovoltaic power stationsOur know-how
Example of a studyin France
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Specialist in the design of onshorewind turbine foundations
Specialist in the design of structuresfor the o�shore industry
Off-shore subsidiary
www.ceteal.euEngineering for offshore wind turbines
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CETEALOffshore Wind Turbine Foundations
CTV VietnamNam Anh Building - 8th floor
N° 68 Hoàng Ðạo Thúy kéo dài, Thanh XuânHÀ NỘI
Tel. : +33 (0)3 89 65 98 37Email : [email protected]
CTE BrazilAv. Carlos Gomes 1998, sala 603
CEP 90480-002PORTO ALEGRE
Tel. : +55 (51) 30 22 55 80Email : [email protected]
33 rue Haut Chemin35780 LA RICHARDAIS
CTE WIND France
Tel. : +33 (0)3 89 66 60 58Fax : +33 (0)2 23 15 09 10 Email : [email protected]
CHP GermanyWilhelmstraße 20
79098 FREIBURG IM BREISGAU
CTP Polandul. Starościńska 1b lok. 12
02-516 WARSZAWATel. : +48 (22) 646 08 60
Email : [email protected]
A subsidiary of the CTE Group
Off-shore subsidiary
www.ceteal.eu
CTL PortugalPraça de Londres, N°3, 9° Esq.
1000-191 São João de Deus, LISBOATel. : +351 218 046 171
Email : [email protected]