Αιολικά Πάρκα

Αιολικό Πάρκο Ελλάς

Αιολικό Πάρκο Λίθος, Καλάβρυτα

 

 DESIGN OF WIND TURBINE FOUNDATION SLABS AND SIMILAR PROJECTS 1999-2015
BY CHRISTOU & ASSOCIATES Consulting Engineers

INVESTOR - CONTRACTOR

PROJECT –
 MACHINE TYPE

LOCATION

DESCRIPTION

DATE

SOFTWARE USED

CODES AND REGULATIONS

Enel-Green Power
Consortium: ABB S.A.,JV "DAMCO ENERGY S.A.-INTERNATIONAL CONSTRUCTIONAL S.A.", CANTREVA S.A.

TOTAL WIND FARMS CAPACITY ~180MW 79 ENERCON E-70, Tower Hub Height 63m

KAFIREAS WIND FARMS EVIA ISLAND- MUNICIPALITY OF KARYSTOS

Slab (Circular D=16.75mhmin0.95- hmax1.70) Earthquake Calculation, F.E.Calculations for Foundation Loads Combinations. SLAB Drawings

2014- 2018

NEXT by COMPUTEC
CEDRUS & FAGUS by CBUS
cracking width Computation EDV – VPI

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1,
IEC 61400-1 third Edition 2005-08, EC-2, EC-8

ELICA S.A. – DIETHNIS AIOLIKI AT.E.BE.

WIND FARM CAPACITY 19.8 MW
VESTAS WIND SYSTEMS
V52-850 Kw, Tower Hub Height 49m

CHLOGOS– PREFECTURE OF KORINTH

Slab (Rectangular 11x11x1.15hmax) Earthquake Calculation, F.E.Calculations for Foundation Loads Combinations +   SLAB Drawings

2010

NEXT by COMPUTEC
CEDRUS & FAGUS by CUBUS
cracking width Computation EDV – VPI

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1,
IEC 61400-1 third Edition 2005-08, EC-2

CONSORTIUM LITHOS TECHNOINVEST – ATERMON ATEE

WIND FARM CAPACITY 18.9 MW
ENERCON GmbH
EnerconE-44 WTGS Class Ia

Lithos
Municipality: Kalavriton
Prefecture: Western Greece

Slab (Circular D=15.5m
 hmin0.80- hmax1.10) Earthquake Calculation, F.E.Calculations for Foundation Loads Combinations.  SLAB Drawings

2007

NEXT by COMPUTEC
CEDRUS & FAGUS by CUBUS

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1, IEC 61400-1

CONSORTIUM CRETE  TECHNOINVEST – ATERMON ATEE

WIND FARM CAPACITY 7.2 MW
ENERCON GmbH
EnerconE-44 WTGS Class Ia

Ag. Kyrillos
Municipality: Gortinias
Prefecture: Crete

Slab (Circular D=15.5m
 hmin0.80- hmax1.10) Earthquake Calculation, F.E.Calculations for Foundation Loads Combinations, SLAB Drawingst

2007

NEXT by COMPUTEC
CEDRUS & FAGUS by CUBUS

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1, IEC 61400-1

CONSORTIUM RHODES  TECHNOINVEST – ATERMON ATEE

WIND FARM CAPACITY 14.25 MW
ENERCON GmbH
EnerconE-44 WTGS Class Ia

Koutsoutis
Municipality: Rhodes
Prefecture: North Aegean

Slab (Circular D=15.5m
 hmin0.80- hmax1.10) Earthquake Calculation, F.E.Calculations for Foundation Loads Combinations +  SLAB Drawings

2007

NEXT by COMPUTEC
CEDRUS & FAGUS by CUBUS

 

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1, IEC 61400-1

DIETHNIS AIOLIKI THRAKIS S.A.

WIND FARM CAPACITY 14.40 MW
NEG MICON
NM 52/900

Community of Kechrou
Prefecture: Rodopi

Slab (Rectangular 12.3x12.3x1.50h) Earthquake Calculation, F.E.Calculations for Foundation Loads Combinations, SLAB Drawings

2002

NEXT by COMPUTEC
CEDRUS & FAGUS by CUBUS

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1, IEC 61400

AREVA HELLAS – AIOLIKI PANACHAIKOU S.A.

20kV TRANSMISSION LINE
 Foundation of Pylon No5

Panachaiko Mountain
Prefecture: Achaia

Foundation of  32m Tower
on 4 Piles (D=0.6m L=20.0m)
Static and Dynamic Calculation of Foundation + Foundation Drawings

2005

NEXT by COMPUTEC
OWN PILE FOUNDATIONS SOFTWARE
 GRUPPE – 3
 (DIN 4014)

Analysis according to Greek Regulations,  DIN 1054, DIN 1045-1, DIN 4014