yüksel proje a.ş.

Transkript

yüksel proje a.ş.

YÜKSEL PROJE A.Ş.
Birlik Mahallesi 9. Cadde No: 41 Çankaya 06610 ANKARA
Phone : ++ 90 312 495 70 00 (pbx)
Fax
: ++ 90 312 495 70 24
E-Mail : [email protected]
Web
: www.yukselproje.com.tr
YÜKSEL PROJE
Certificates
YÜKSEL PROJE
The Preface
YÜKSEL PROJE was founded in 1978 and since then, with it
has become the largest, fully independent engineering and
consulting company in Türkiye with progressive accumulation
of knowledge, human resources and business capacity,
Yüksel Proje having completed numerous large-size projects
in many fields of engineering, both at home and abroad, has
attained a well-deserved respect in its sector.
With its employees over 500, YÜKSEL PROJE provides
services in the following specialities: feasibility study, planning,
survey, design, construction supervision, quality control,
project management, commissioning and operational training.
The main objectives of Yüksel Proje are to improve its
Service Quality continuously, maximize the customer
satisfaction and sustain its leading position in the Turkish
Consultancy sector, and to become a globally active
consultant.
In this catalogue, you will find YÜKSEL PROJE's success
story, achievements from its inception.
YÜKSEL PROJE
Baraj Projeleri  Altınkaya Barajı

Sultansuyu Barajı
Baraj Projeleri
İşin Adı
Baraj Projeleri
Altınkaya Barajı
Yeri Samsun / Türkiye
İşin Adı
Sultansuyu Barajı
Yeri Malatya / Türkiye
Başlama Tarihi 1980
Bitiş Tarihi 1985
Bitiş Tarihi 1986
Samsun ili sınırları dahilinde, Kızılırmak nehri üzerinde
inşa edilen barajın inşaat uygulama projeleri hazırlanmıştır.
Malatya ili sınırları dahilinde, Sultansuyu nehri üzerinde
inşa edilen barajın inşaat uygulama projeleri hazırlanmıştır.
Barajın Özellikleri
 Amacı
 Gövde Tipi
 Yükseklik (talvegten)
 Göl Hacmi (normal su kotu)
 Göl Alanı (normal su kotu)
 Güç
 Yıllık Üretim
 İşletmeye Alındığı Tarih
Barajın Özellikleri
 Amacı
: Sulama
 Gövde Tipi
: Toprak dolgu
 Yükseklik (talvegten)
: 53 m
 Göl Hacmi
: 53.3 hm3
 Göl Alanı
: 2.26 km2
 Sulama Alanı
: 17,614 ha
 İşletmeye Alındığı Tarih : 1992
: Enerji
: Kaya dolgu
: 140 m
: 5,763 hm3
: 118.31 km2
: 700 MW
: 1,632 GWh
: 1988
YÜKSEL PROJE
Building Projects
İstanbul Halkalı Phase 3 Mass Housing Project

 Bingöl Area Earthquake Houses
 Ministry of National Education - Basic Education Schools
 Secondary Education Project (EFİKAP 1)
 Secondary Education Project (EFİKAP 2)
 İzmir Halkalı Sports Hall

TOBB University of Economics and Technology
Building Projects
Building Projects
İstanbul Halkalı Phase 3
Mass Housing Project
Bingöl Mass Housing
Project
Project Name
Location İstanbul / Türkiye
Project Name
Location Bingöl / Türkiye
Contract Date 1998
Contract Date 2002
C
ompletion Date 2000
C
ompletion Date 2003
For the 4,006 housing units constructed in Phase 3
housing development site of 75 ha at Halkalı, İstanbul,
Yüksel Proje has, prepared the preliminary designs,
construction tender documents, supervised the
architectural, structural, electrical and mechanical and
infrastructural detailed designs prepared by the
contractors, and performed the consultancy and
construction supervision services.
In addition, Yüksel Proje has prepared the preliminary
designs and construction tender documents for the
Primary Schools and Nurseries, Business Centers,
Police Station, Health Home, Mosque, Fire Branch Office
Building, Shopping center and Management Building, all
with a total construction area of 24,628 m2.
Yüksel Proje conducted the soil investigations, prepared
the detailed designs and construction tender documents
supervised the construction works for the mass housing
units, social facilities and infrastructure at Uydukent and
Ekinyolu communities in Bingöl.
Project Characteristics
Uydukent Houses :1,808 ea
 Ekinyolu Houses
:208 ea
 Primary School
:Capacity : 960 students
 High School
:Capacity : 360 students
 Social Facilities
:Shopping Complex, Police Station, Telecommunication Service
 Wastewater
Treatment Plant :Package treatment for
10,000 persons

Building Projects
Project Name
Basic Education Schools
Location Türkiye
Contract Date 1998
C
ompletion Date 2001
For each of the Ministry of Education's 91 Primary School
Building Constructions, which are located in 36 provinces
and have a total floor area of 520,041 m2, the soil
investigations, standard designs, the detailed designs
and the tender documents are prepared. We have also
provided Consultancy, Engineering and Supervision
Services during the Construction and defects liability
periods.
Building Projects
Secondary Education Project (EFİKAP 1 & 2)
Project Name
Location Türkiye
Contract Date EFİKAP 1 : 2001 EFİKAP 2 : 2004
C
ompletion Date EFİKAP 1 : 2003 EFİKAP 2 : 2006
For the construction of educational institutions in various
provinces of Türkiye for the Ministry of National Education
and IMKB (İstanbul Stock Exchange), Yüksel Proje has
conducted the necessary soil surveys typical designs
and detailed designs specific to each school, as well as
construction contract documents. Then Yüksel Proje has
provided Consulting, Engineering and Supervision
services during the construction and warranty periods.
Efikap 1
 Nos. of Provinces Covered : 20
 Nos. of Schools
: 44
 School Types
: High School and
Vocational High School
 Total Construction Area
: 325,000 m2
Efikap 2
 Nos. of Provinces Covered : 11
 Nos. of Schools
: 27
 School Types
: Basic Education School, High School and Vocational High School
 Total Construction Area
: 190,000 m2
Building Projects
Building Projects
İzmir Halkapınar
Sports Hall
TOBB University of
Economics and Technology
Project Name
Location İzmir / Türkiye
Contract Date 2004
C
ompletion Date 2005
İzmir Halkapınar Sports Hall having a construction area
of 48,000 m2, is multi-purposed, planned to provide
space for be basketball / gymnastics contests during the
World Universiade 2005, to be held in İzmir, and later for
concerts, circus shows and other similar activities. Yüksel
Proje has made the necessary revisions to the existing
detailed designs and prepared the construction tender
documents and has provided consulting and supervision
services during the construction period.
Project Name
Location Ankara / Türkiye
Contract Date 2004
C
ompletion Date 2005
Yüksel Proje has provided Consulting and Construction
Supervision services for the construction of TOBB
University of Economics and Technology in Ankara, for
the Turkish Union of Chambers and Exchanges.
Phase 1
: Education Block
Construction Area
: 32,000 m²
 Phase 2
: Adm. Bldg., Sports Hall and Olympic Pool
Construction Area
: 33,000 m²

YÜKSEL PROJE
Marine Structures  Haydarpaşa Port
 Marmaris Yacht Port
 Tüpraş Aliağa Crude Oil Jetty
 BTC Project - Ceyhan Sea Terminal Jetty
Marine Structures
Project Name
Haydarpaşa Port
Contract Date1978
C
ompletion Date1980
For the breakwater, loading/unloading mole quaywalls,
berthing quaywalls for Ro-Ro and Ferryboat ships, which
were added to the existing facilities at Haydarpaşa Port
of İstanbul, one of the main ports in Türkiye, Yüksel Proje
has conducted the topographical, geological and
geotechnical surveys and prepared the detailed design.
Characteristics
 Extended Breakwater Type and Length
: Rockfill, 650 m
 Load Mole Quaywalls : -8 and -12 m concrete block length: 1,165 m
 Ferryboat Quaywalls
: 2 ea -5.50 m concrete block length: 310 m
 Ro-Ro Quaywall
: -8.00 m concrete block length: 74 m
 Commissioning Date
: 1984
Marine Structures
Project Name
Marmaris Yacht Port
Location Muğla / Türkiye
Contract Date 1985
C
ompletion Date 1986
For the Marmaris Marina, which is one of the most visited
places for domestic and foreign yacht tourists, Yüksel
Proje has conducted: topographical and bathimetric
surveys and geological and geotechnical surveys of the
harbor, analyzed the wind and wave climate and prepared
the detailed design for all quays and slipway as well as
general infrastructure.
Facility Characteristics
 Yacht Capacity
: 800 yachts
 Main Breakwater
: Concrete block breakwater,
305 m
 Concrete Quays
: -12.00 m, length: 305 m
: -5.00 m, length: 453 m
: -4.00 m, length: 840 m
: -2.00 m, length: 740 m
 Floating Wharf
: 900 m
 Slipway
: 1 ea
 Commissioning Date : 1989
Marine Structures
Project Name
Tüpraş Aliağa Crude Oil Jetty
Location İzmir / Türkiye
Contract Date1981
C
ompletion Date 1985
Tüpraş Refinery is located at Aliağa in İzmir and distributes
the processed oil products to markets. A jetty was
constructed to load and unload the crude oil. Yüksel Proje
has conducted the geological and geotechnical surveys,
and prepared the structural, electrical and mechanical
detailed designs and construction tender documents.
Characteristics
 Berthing Capacity
: 50.000 DWT 250.000 DWT
 Trestle Length
: 370 m
 Breasting Dolphins
: 2 ea
 Mooring Dolphins
: 4 ea
 Loading/Unloading Platform : 1 ea
Marine Structures
BTC Project - Ceyhan Sea Terminal Jetty
Project Name
Location Ceyhan / Türkiye
Contract Date 2001
C
ompletion Date 2002
Yüksel Proje has performed the topographical,
bathymetric, geological and geotechnical surveys, and
prepared the structural and electromechanical detailed
design for the tanker ship jetty constructed at Ceyhan, as
the last stop of the BTC Project and for the distribution of
the crude oil conveyed from Azerbaijan to international
market.
Characteristics
 Berthing Capacity :80.000 DWT 300.000 DWT
 Approach Embankment :360 m
 Trestle Length : 1,640 m
 Water Depth : -30 m
 Breasting Dolphins : 4 ea
 Mooring Dolphins :9 ea
 Loading Platforms :2 ea
Raylý Sistemler
Hafif Raylı Sistem
P
rojesi (ANKARAY)
İşin Adı
Ankara
Yeri Ankara / Türkiye
Bitiş Tarihi 1995
Raylý Sistemler
YÜKSEL PROJE
İşin Adı Ankara Hafif Raylı Sistem
Treatment Plants
and Projesi
(ANKARAY)
Infrastructure
Projects
 Ankara Central Wastewater Treatment Plant
 İzmir Wastewater Treatment Plant
Bitiş Tarihi 1995
 Mersin Potable Water Treatment Plant
Treatment Plants
Başkent Ankara'nın ulaşım sorununa çağdaş bir çözüm
olarak yapılan Ankaray-Hafif Raylı Toplu Taşım
Sisteminin inşaatı ile ilgili topografik, jeolojik ve jeoteknik
etütler yapılmış, güzergah, güzergah yapıları,
istasyonlar, depo sahası ve atölye binasına ait
uygulama projeleri hazırlanmıştır.
 Bursa West and East Wastewater Treatment Plants
Hamitler SolidSisteminin
Waste Leakage
Plant jeolojik ve jeoteknik
inşaatıTreatment
ile ilgili topografik,
uygulama
projeleri hazırlanmıştır.
Infrastructure Projects  Tarsus Wastewater
Project
Sistemin Özellikleri
 Hat uzunluğu
: 8.7 km, çift hat
 Yolcu Kapasitesi
: 25,000 yolcu/yön/saat
 Enerji Besleme
: 3. ray
 İstasyon
: 11 ad. (yeraltı ist.)
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
 Hemzemin ve Yarma
: 1,000 m
 Maksimum hız
: 80 km/saat
 İşletme Hızı
: 35 km/saat
 İşletmeye alındığı tarih : Ağustos 1996
 Riyad - Quassim
Water Özellikleri
Transmission Line and Water Reservoirs
Sistemin
 Hat uzunluğu
: 8.7 km, çift hat
 Yanbo - Medinah Water Transmission Line Water Reservoirs
 Enerji Besleme
: 3. ray
 Çamlıdere Dam - Ankara Water Transmission Lines
 İstasyon
 Delme
Tünel and Stormwater
: 2,000Drainage
m
 Çankaya District
Wastewater
 Aç-Kapa Tünel
: 6,000 m
 Kurtboğazı Dam
to İvedik Treatment
Water
 Hemzemin
ve Yarma Plant
: 1,000
m
Maksimum
hız
: 80 km/saat
TransmissionLine
III
: 35 km/saat
İşletmeye
alındığı
tarih : Ağustos 1996
 Baku-Tbilisi - Ceyhan
Crude
Oil Pipeline
Treatment
Plants
Raylý
Sistemler
İşin
Adı
Project
Name
Ankara
Central
Wastewater
A
nkara Hafif
Raylı
Sistem
P
rojesi (ANKARAY)
Treatment
Plant
Location
Yeri Ankara
Ankara // Türkiye
Türkiye
Treatment
Plants
Raylý Sistemler
İzmir
A
nkara
Wastewater
Hafif RaylıTreatment
Sistem Plant
Projesi (ANKARAY)
İşin
Adı
Project
Name
Location
Yeri Ankara
İzmir / Türkiye
/ Türkiye
Başlama
ContractTarihi
Date 1992
1993
Başlama
ContractTarihi
Date 1992
1996
C
Date 1995
1995
ompletion
Bitiş Tarihi
Completion
Bitiş Tarihi
Date 1995
2000
Başkent
Ankara'nın
ulaşım Wastewater
sorununa çağdaş
bir çözüm
Stage I of
Ankara Central
Treatment
Plant
olarak
yapılan
Ankaray-Hafif
Raylıpopulation
Toplu Taşım
was built
to serve
an equivalent
of about 4
Sisteminin
ile ilgili which
topografik,
jeolojik
ve jeoteknik
million. In inşaatı
this project,
is one
of the
largest
etütler
yapılmış,
güzergah,
wastewater
treatment
plantsgüzergah
in Europe,yapıları,
Yüksel Proje has
istasyonlar,
depo
sahası ve atölye
binasına
ait
prepared the
architectural,
structural,
electrical
and
uygulama
projeleri
mechanical
designhazırlanmıştır.
for all structures, including the
operations building, laboratory and workshop buildings
Sistemin
Özellikleri for the entire plant.
and the infrastructure
 Hat uzunluğu
: 8.7 km, çift hat

Yolcu Kapasitesi
Characteristics

Besleme
3. ray m3/day
 Enerji
Capacity
::765,000

11 ad. (yeraltı ist.)
 İstasyon
Equivalent Population ::4,000,000

2,000
 Delme
AverageTünel
Dry Air Flow ::8.85
m3m/sec

Tünel Date ::May
6,000
m
 Aç-Kapa
Commissioning
2000
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
The Wastewater
Başkent
Ankara'nın
Treatment
ulaşım sorununa
Plant for İzmir,
çağdaş
which
bir çözüm
is the
olaraklargest
third
yapılan
city
Ankaray-Hafif
in Türkiye, was
Raylıplanned
Toplu Taşım
to protect and
Sisteminin inşaatı
rehabilitate
the heavily
ile ilgilipolluted
topografik,
İzmir
jeolojik
Bay. ve
Under
jeoteknik
this
etütler yapılmış,
project
Yüksel Proje
güzergah,
supervised
güzergah
the process,
yapıları, structural
istasyonlar,
and
electromechanical
depo sahasıdetailed
ve atölye
design
binasına
prepared
ait by the
uygulama projeleri
contractor,
and provided
hazırlanmıştır.
consulting and supervision
services during the construction. A biological treatment
Sisteminwhich
system,
Özellikleri
also includes the removal of biophosphor
and
was implemented
for çift
the hat
process and the

Hatnitrogen,
uzunluğu
: 8.7 km,
plant
was
designed for three
parallelyolcu/yön/saat
lines.

Yolcu
Kapasitesi
: 25,000
 Enerji Besleme
: 3. ray
Characteristics

İstasyon
 Delme
Average
Tünel
Dry Air Flow : 72,000
m³/hrm
Aç-Kapa
MaximumTünel
Dry Air Flow : 96,000
m³/hrm
 Hemzemin
Maximum Wet
ve Yarma
Air Flow : 12
1,000
m³/hr
m
 Maksimum
Commissioning
hız Date : Line
80 km/saat
1: January 2000
2: September 2000  İşletme Hızı
: Line
35 km/saat
 İşletmeye
3: August
alındığı tarih : Line
Ağustos
1996 2001
Treatment
Plants
Raylý Sistemler
Treatment
Plants
Raylý
Sistemler
Mersin
Ankara Potable
Hafif Raylı
Water
Sistem
Treatment
Projesi (ANKARAY)
Plant
İşin
Adı
Project
Name
İşin
Adı
Project
Name
Location
Yeri Mersin
Ankara //Türkiye
Türkiye
1992
Başlama
ContractTarihi
Date 1978
Bitiş Tarihi
1995
C
Date 1996
ompletion
Mersin Potable
Başkent
Ankara'nın
Water
ulaşım
Treatment
sorununa
Plant
çağdaş
constructed
bir çözüm
to
olarakthe
meet
yapılan
waterAnkaray-Hafif
requirements Raylı
for theToplu
citiesTaşım
of Mersin and
Sisteminin
Tarsus,
wasinşaatı
completed
ile ilgiliintopografik,
three stages,
jeolojik
each
ve having
jeoteknik
a
capacity
of 130,000
güzergah,
m³/day.güzergah
Yüksel Proje
yapıları,
has prepared
istasyonlar,
all
of the architectural,
depo sahasıstructural,
ve atölye electrical,
binasına ait
mechanical
uygulama
and
infrastructural
detailed design for the plant, which
operates fully automatically and includes all of the
functional
units, such as the raw water pumping station,
aeration
structures, coagulation

Hat uzunluğu
: 8.7 km,tanks,
çift hatcyclo-floc type
settling
tanks, fast sand filters,
disinfection
tanks, clean

Yolcu Kapasitesi
: 25,000
yolcu/yön/saat
water
storage
tanks, chemical
building, chlorine building,

Enerji
Besleme
: 3. ray
sludge
thickening and dewatering

İstasyon
: 11 ad. units.
(yeraltı ist.)
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
A
Bursa
nkaraWest
Hafifand
Raylı
East
Sistem
Wastewater
P
rojesi (ANKARAY)
Treatment
Plants, Hamitler Solid Waste
Leachate Treatment Plant
Yeri Ankara
/ Türkiye
Tarihi
BaşlamaLocation
1992
Bursa / Türkiye
Contract
Bitiş Tarihi
1995
Date 2003
C
ompletion Date 2006
Yüksel
Proje
supervised
the process,
structural
and
Sisteminin
inşaatı
jeolojik
ve jeoteknik
electro-mechanical
designs
prepared
by
the
contractor,
and
provideddepo
consulting
supervision
services
istasyonlar,
sahasıand
ve atölye
binasına
ait during
the
construction.
The
process
employed in the waste-water treatment
Sistemin
Özellikleri
plants
is the extended-aeration
activated
sludge process
 Hat uzunluğu
: 8.7 km,
çift hat
with
nitrogen
and
phosphorous
removal
and
generating
stable
sludge.
 Enerji Besleme
: 3. ray
İstasyon
The
sludge from the treatment
 Delme Tünel
: 2,000 mwill be mechanically
dewatered
and
then
limed
and deposited.The
leachate
 Aç-Kapa Tünel
: 6,000
m
plant
built for the Hamitler: 1,000
Land fill
m is planned to serve
until
the year 2025 with its:3-staged
biological treatment
 Maksimum hız
80 km/saat
and
sludge dewatering units.
: 35 km/saat

İşletmeye alındığı tarih : Ağustos 1996
Treatment Plants - Characteristics
 East Plant
: 240,000 m3/day (Phase 1) 320,000 m3/day (Phase 2)
 West Plant
: 87,500 m3/day (Phase 1)
175,000 m3/day (Phase 2)
3
 Hamitler Plant : 500 m /day (seepage)

Infrastructure
Raylý SistemlerProjects
Tarsus
Ankara Wastewater
Hafif Raylı Sistem
Project
Projesi
(ANKARAY)
Location Tarsus
/ Türkiye
İşin
Adı
Project
Name
Contract Date
Yeri 1998
Ankara / Türkiye
Infrastructure
Raylý SistemlerProjects
Riyadh
Ankara -Hafif
Quassim
Raylı Water
Sistem
Transmission
Projesi (ANKARAY)
Line and Water Yeri Reservoirs
Ankara / Türkiye
İşin
Adı
Project
Name
C
Date 2005
Bompletion
aşlama Tarihi
1992
BaşlamaLocation
Tarihi
Date 1984
Contract
Bitiş Tarihi
1995
Bitiş Tarihi 1995
A 'Master Plan' was prepared to determine the shortterm, medium-term and long-term infrastructure
requirements for Tarsus. Then preliminary designs and
FIDIC-based construction tender documents were
prepared for water supply, stormwater and wastewater
networks and the Wastewater Treatment Plant.
Additionally, supervision services were provided for the
construction of infrastructure and treatment plants, which
were contracted in three packages.

Hat uzunluğu
: 8.7 km, çift hat
Treatment
Plant

Yolcu Kapasitesi
25,000 yolcu/yön/saat
Treatment
is based on a :mechanically
activated sludge

Enerji Besleme
3. rayfor carbon and nitrogen
treatment
process, which :allows

İstasyon as well as sludge
: 11stabilization.
ad. (yeraltı ist.)
separation,

Tünel
:
Delme
Daily Flow
: 2,000
43,000mm3/day
Aç-Kapa
Tünel
m

Average Dry
Air Flow :
: 6,000
2,550 m³/hr

ve Air
Yarma
m
 Hemzemin
Maximum Dry
Flow :
: 1,000
3,830 m³/hr
 Maksimum hız
: 80 km/saat
Water
Supply
 İşletme
Hızı Network : 35 km/saat
133
km. of long
water
supply
network
consisting of PVC
 İşletmeye
alındığı
tarih
: Ağustos
1996
and cast-iron pipes, with diameters varying between 80
and 500 mms.
Stormwater Drainage and Wastewater Drainage
135 km. of long stormwater network, consisting of
concrete/reinforced concrete pipes, with diameters
varying between 300 and 2,200 mms, and 176 km. long
wastewater collector and network consisting of HDPE
pipes, with diameters varying between 250 and 1,400
mms.
Riyadh
1992 / S. Arabia
Completion Date 1985
olarak
Ankaray-Hafif
Raylı
Toplu Taşım
Yükselyapılan
Proje has
carried out the
topographical,
geological
Sisteminin
inşaatısurveys,
jeolojik
ve jeoteknik
and geotechnical
prepared the
detailed
designs
etütler
yapılmış, güzergah,
yapıları,
for a transmission
line and güzergah
post-tensioned
water tanks,
istasyonlar,
depo
atölye
binasına
aittreatment
built to convey
thesahası
water ve
from
Jubail
seawater
uygulama
facilities toprojeleri
Qassim hazırlanmıştır.
City and Riyadh, Saudi Arabia.
Characteristics
 Transmission Line :414 km, F 1,600 mm
 Hat uzunluğu
: 8.7 km, çift hat
prestressed concrete piping
:20 km, F 2,000 mm prestressed  Enerji Besleme
: 3. ray
concrete piping
 İstasyon
 Water Tanks
:6 ea 50,000 m3, post-tensioned
 Delme Tünel
: 2,000 m
11 ea 20,000 m3, post-tensioned
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
Maksimum-hız
: 80 Water
km/saat
Project Name  Yanbu
Medinah
: 35 km/saat
 Transmission
Water
İşletmeye alındığı tarihLine
: Ağustos
1996 Tanks
Location S. Arabia
Contract Date 1994
Completion Date
1996
Yüksel Proje has prepared the working drawings for the
cylindrical reinforced concrete water tanks constructed to
convey the seawater treated in Yanbo to inside Yanbo
city, Medinah and Rayis.
Characteristics
Yanbu
:Foundations for 4x140,000 m³ steel tanks

Hamra
:2 x 25,000 m³ reinforced concrete tanks
Medinah and
Musayjeed :12 x 50,000 m³ reinforced concrete tanks
Badr
Rayis
Furays
Infrastructure
Raylý
SistemlerProjects
İşin
Adı
Project
Name
Çamlıdere
DamA
nkara Hafif
RaylıAnkara
SistemWater
İşin
Adı
Project
Name
Ankara // Türkiye
Türkiye
Ankara
2004
1992
Transmission
Lines
P
rojesi (ANKARAY)
Location
Yeri
ContractTarihi
Date
Başlama
Completion Date
Bitiş Tarihi
2004
1995
Existing water transmission lines between Çamlıdere
Dam and Ankara İvedik Treatment Plant were surveyed
structurally and geotechically in order to determine their
rehabilitation requirements, prepare their operating plans
and operational safety measures, and the necessary
investment planning. Then the detailed design for the
alignment and cathodic protection of a 3.5 km section of
the existing Çamlıdere Line 2 were prepared. In addition,
the communication and automation systems of the
 Hat uzunluğu
: 8.7 km, çift hat
existing line were investigated and the necessary
drawings were prepared for integration with the existing
 Enerji Besleme
: 3. ray
ASKİ SCADA system.
 İstasyon
 Delme Tünel
: 2,000 m
Çamlıdere
Water Intake Facility
 Aç-Kapa
: 6,000

Tunnels Tünel : Tunnel
T1: 4m
km, Tunnel T2: 3 km,  Tunnel
Hemzemin
ve Yarma
: 1,000 m
T3: 16.5
km
MaksimumLine
hız 1 : 61 km,
: 80
km/saat
 Çamlıdere
Ø2,200
mm

İşletme Hızı
: 35
km/saat
Çamlıdere
Line 2 : 62 km,
Ø2,200
mm
Çankaya District Wastewater
and Rainwater Project
Project Name
Contract Date 2001
Yüksel Proje has prepared the detailed design and the
construction tender documents for the wastewater and
stormwater networks in 13 district of Çankaya County.
 Wastewater Network : 80 km, Ø300-800 mm
concrete piping
Stormwater Network : 33 km, Ø300-800 mm
concrete piping
Kurtboğazı Dam - Ankara İvedik Treatment Plant Water Transmission Line III
Project Name
Contract Date 2004
Completion Date
Infrastructure
Raylý
SistemlerProjects
2004
For the new transmission line to be added to the existing
transmission line between Kurtboğazı Dam, an important
reservoir supplying water to Ankara, and İvedik Treatment
Plant, strip map of the alignment was prepared, and
geological and geotechnical surveys were conducted.
Then hydraulic calculations were made of the transmission
line to determine pipe type and pressure classes. Yüksel
Proje also prepared detailed design, and the construction
tender documents for the transmission line and the
structures required on it, including a cathodic protection
system.
Project Characteristics:
 Transmission Line Length :43.3 km
 Pipe Type
:Ø 2,200 mm steel pipe,
t:18 mm
A
Baku
nkara
- Tbilisi
Hafif Raylı
- Ceyhan
Sistem
Crude
P
rojesi
(ANKARAY)
Oil
Pipeline
Location
Yeri Ankara
Ceyhan/ /Türkiye
Türkiye
ContractTarihi
Date 1992
2001
Başlama
C
Date 1995
2002
ompletion
Bitiş Tarihi
This
project
intends ulaşım
to convey
the crude
oil produced
in
Başkent
Ankara'nın
sorununa
çağdaş
bir çözüm
the
Region,
principally
the Azerian
through
olarak
yapılan
Ankaray-Hafif
RaylıOil,
Toplu
Taşıma pipeline
beginning
Bakuileand
at Ceyhan
for
Sisteminin at
inşaatı
ilgili ends
topografik,
jeolojikTerminal
ve jeoteknik
international
shipping
by tankers.
The
pipeline section
güzergah,
güzergah
yapıları,
lying
in Türkiye
kms
For
550 kmait
part of this
istasyonlar,
depo1,074
sahası
velong.
atölye
binasına
section
between
Refahiye
and Ceyhan, Yüksel Proje:
uygulama
projeleri
hazırlanmıştır.
 Conducted topographical, geotechnical, seismic, Sistemin Özellikleri
hydrological, and archeological
survey
and determined  Hat uzunluğu
: 8.7 km,
çift hat
the
22
m
wide
corridor
and
centerline
of
the pipeline,
 Conducted test pits, soil drillings, in situ and lab tests,
 Enerji Besleme
: 3. ray
 Prepared 1/25,000 scale geological maps and  İstasyon
 Delme
geotechnical
Tünelreports, : 2,000 m
 Prepared detailed design of the alignment in  Aç-Kapa Tünel
: 6,000 m
1/25,000&1/5,000 scale,: 1,000 m
 Prepared detailed designs for crossings such as roads,  Maksimum hız
: 80 km/saat
creeks,
pipeline, etc.
: 35 km/saat
 Prepared detailed design for valve houses as well as  İşletmeye alındığı tarih : Ağustos 1996
power supply At Ceyhan Terminal, it conducted topographical and geotechnical survey and prepared the detailed designs for:
3
 Steel tank foundations (7x150,000 m ),
 Fire fighting, laboratory, operation and transformer buildings,
 Control and, administrative buildings, warehouse, workshop, heating center, restaurant buildings and houses and guest houses,
 Infrastructure of the whole site.
YÜKSEL PROJE
Industrial Facilities
Raylý Sistemler
Projesi (ANKARAY)
 Horezm Sugar Factory
 Noksel İskenderun and Hendek Steel Pipe Factories
 Kabul Bottling Factory
Bitiş Tarihi 1995
 Türk Tuborg Additional Bottling and Depot Building
Raylý Sistemler
Hafif Raylı Sistem
P
rojesi (ANKARAY)
İşin Adı
Ankara
Bitiş Tarihi 1995
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Industrial
Facilities
Raylý
Sistemler
İşin
Adı
Project
Name
A
Horezm
nkara Hafif
Sugar
Raylı
Factory
Sistem
Projesi (ANKARAY)
Location
Yeri Ankara
Horezm/ /Türkiye
Uzbekistan
ContractTarihi
Date 1992
1996
Başlama
C
Date 1995
1997
ompletion
Bitiş Tarihi
A sugar factory,
Başkent
Ankara'nın
withulaşım
a sugarbeet
sorununa
processing
çağdaş capacity
bir çözüm
of
olarak tons/day,
3,000
yapılan Ankaray-Hafif
was built in Horezm
Raylı Toplu
city of
Taşım
the Republic
Sisteminin
of
Uzbekistan
inşaatı
withileofilgili
(21,500
topografik,
m2) total
jeolojik
covered
ve jeoteknik
area.
Yüksel
Proje hasgüzergah,
preparedgüzergah
the architectural,
yapıları, structural,
istasyonlar,
electrical
and
depo
mechanical
sahası ve
equipment,
atölye binasına
and infrastructural
ait
uygulama
detailed
designs.
projeleri
This
hazırlanmıştır.
factory was also the first of its kind
built abroad by Türkiye using Turkish technology.
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Industrial
Facilities
Raylý
Sistemler
A
Noksel
nkara
Hafif
İskenderun
Raylı Sistem
and
P
Hendek
rojesi (ANKARAY)
Steel Pipe Factories
İşin
Adı
Project
Name
Location
Yeri Ankara
İskenderun
/ Türkiye
and Hendek / Türkiye
ContractTarihi
Date 1992
İskenderun Factory : 1986
Başlama
Hendek Factory
: 2000
Bitiş Tarihi 1995
C
ompletion Date İskenderun Factory : 1986
Başkent
HendekAnkara'nın
Factory ulaşım
: 2000
sorununa çağdaş bir çözüm
For
the spirally
steel pipejeolojik
factories
built in
Sisteminin
inşaatı welded
ve jeoteknik
İskenderun
and
Hendek
by
Noksel
Çelik
Boru
Sanayi
A.Ş.
(Nokseldepo
Steelsahası
Pipe Industry
Co.,
Inc.), and
istasyonlar,
ve atölye
binasına
ait the later
addition
of projeleri
ERW factory,
Yüksel Proje has conducted the
uygulama
hazırlanmıştır.
topographical, geological and geotechnical surveys and
prepared
structural electrical and mechanical and
Sistemin the
Özellikleri
infrastructural
detailed design.
 Hat uzunluğu
: 8.7 km, çift hat
İskenderun
Factory
3. ray area
Enerji
Area Besleme
:14,000 m2 :
covered
: 11 steel
ad. (yeraltı
İstasyon
Product :Spirally welded
pipe, d:ist.)
8"-120"
Delme Tünel
2,000 m
and
t: 4-20 :mm
 Aç-Kapa Tünel
: 6,000 m
 Capacity
:100,000 tons/year
: 1,000 m
Hendek
Factory
 Maksimum hız
: 80 km/saat
 Area
:16,000 m2 :
covered
area
35 km/saat
 Product
:Spirally
welded
steel
pipe, d: 16"-120"
and t: 4-26 mm
 Capacity
:100,000 tons/year





ERW Factory
 Area
:21,000 m2 covered area
 Product
:Longitudinally welded pipe, d: ½" - 4½" and t: 0.7-6.3 mm.
 Capacity
:100,000 tons/year
Industrial
Facilities
Raylý
Sistemler
Project
İşin
Adı
Name
A
Knkara
abul Bottling
Hafif Raylı
Factory
Sistem
Projesi (ANKARAY)
Location
Yeri Ankara
Kabul / Afghanistan
/ Türkiye
Industrial
Facilities
Raylý
Sistemler
Project
İşin
Adı
Name
A
Türk
nkara
Tuborg
Hafif Additional
Raylı Sistem
P
Bottling
rojesi (ANKARAY)
and Depot Building
Location
Yeri Ankara
İzmir / Türkiye
/ Türkiye
ContractTarihi
Date 1992
2004
Başlama
ContractTarihi
Date 1992
2001
Başlama
Date 1995
2005
Completion
Bitiş Tarihi
Date 1995
2002
Completion
Bitiş Tarihi
Factory Ankara'nın
Başkent
area that is
ulaşım
10,000
sorununa
m2 consists
çağdaş of
bir Bottling
çözüm
Building,
olarak yapılan
mechanical
Ankaray-Hafif
building,
Raylı
transformer,
Toplu Taşımrecreation
building,
Sisteminin
storage
inşaatıbuilding
ile ilgili and
topografik,
administration
jeolojik building.
ve jeoteknik
The
istasyonlar,
topographical,
depo sahası
preliminary
ve atölyeand
binasına
detailaitdesign of
architectural,
uygulama projeleri
structural,
hazırlanmıştır.
mechanical and electrical works
were prepared.
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
The
bottling
and Depot
building
with Precast
Başkent
Ankara'nın
ulaşım
sorununa
çağdaş Reinforced
bir çözüm
concrete
column
and steel construction
The area of
olarak yapılan
Ankaray-Hafif
Raylı Topluroof.
Taşım
2. topografik, jeolojik ve jeoteknik
the
buildinginşaatı
is 6,720
Sisteminin
ilemilgili
The
geological
andsahası
geotechnical
studies
wereaitcarried out
istasyonlar,
depo
ve atölye
binasına
and
preliminary
detail design of architectural,
uygulama
projeleriand
hazırlanmıştır.
structural, mechanical and electrical works were prepared.
Construction
consultancy services has been provided.
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Raylý Sistemler
Hafif Raylı Sistem
P
rojesi (ANKARAY)
İşin Adı
Ankara
Bitiş Tarihi 1995
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
YÜKSEL PROJE
Transportation Projects
Projesi (ANKARAY)
U lMass Transit Systems İstanbul Railway Bosphorus Tube Tunnel Crossing (MARMARAY)
Raylý Sistemler

ANKARAY; Ankara Light Rail System Project

 Ankara Metro, AŞTİ - Çayyolu and Ulus - Keçiören Lines
Bitiş Tarihi 1995
 Eskişehir Light Rail System Project
Raylý Sistemler
Hafif Raylı Sistem
P
rojesi (ANKARAY)
İşin Adı
Ankara
Bitiş Tarihi 1995
Başkent Ankara'nın ulaşım
sorununa çağdaş bir çözüm
 İzmir Light Rail System Project olarak yapılan Ankaray-Hafif Raylı Toplu Taşım
Sisteminin inşaatı ile ilgili
jeolojik ve
jeoteknik
 topografik,
Eskişehir -Köseköy
High
Speed Railway Project
İstanbul
Taksim
istasyonlar, depo sahasıve
atölye Metro,
binasına
ait - 4. Levent and Taksim - Yenikapı Lines
Viaducts, Interchanges,
Bridges Sistemin Özellikleri
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
 İstanbul Söğütlüçeşme Viaduct
Hat uzunluğu
: 8.7 km, çift hat
 :Ankara
- Balık Interchange
25,000Etyolcu/yön/saat
 Enerji Besleme
: 3. ray
 İzmir Göztepe Cable Stayed Pedestrian Bridge
 İstasyon
 Delme Tünel
2,000 m Bridge
 :Gülburnu
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
80 km/saat
Highways  ::Ankara
- Pozantı Motorway ; Kemerhisar - Eminlik Section
35 km/saat
 İşletmeye alındığı tarih
Ağustos 1996
 :Gümüşova
- Gerede Motorway

 Black Sea Coast Road
 Afghanistan
State Roads
İstanbul Railway Bosphorus Tube Tunnel Crossing
Project Name
Contract Date 2001
In terms of Design, Construction and Management
methods, this is one of the biggest projects in the world.
The population growth of İstanbul and the resulting
aggravating traffic problem have urged a necessity for the
improvement of the rail transit systems. As a result of the
Urban Transport Survey in 1988, a decision was made to
implement a rail transit system to capitalize the significant
passenger potential, using the railway corridor already
existing in the East-West direction. The project aims at:
improving the existing double-track railway system
between Gebze-Haydarpaşa and Sirkeci - Halkalı to a
modern and higher technological standard, and joining
both sides of İstanbul with the joining of the rail lines on
both sides of the Bosphorus with a tunnel, crossing
underneath, to provide an uninterrupted, advanced rapid
rail transit system. These improvements are expected to
ease the traffic congestion, reduce pollution, and thus
System Characteristics
 Total Line Length
: 76.3 km
 At Grade-Section Length
: 62.7 km, 3 tracks
 Bored & Cut-and-Cover Tunneling : 12.2 km, 2 tracks
 Immersed Tunneling Length
: 1.4 km, 2 tracks
 Underground Stations
: 3
 At Grade Stations
: 37
 Power Supply
: 25,000 V catenary
 Metro Headway
: 2-10 minutes
 Passenger Capacity
: 75,000
passengers/ hr/one direction
Bitiş Tarihi 1995
Kartal
Atalar
Cevizli
Maltepe
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Başak
Süreyya Plajı
İdealtepe
Küçükyalı
Bostancı
Suadiye
Yedikule
Kazlıçeşme
enhance environmental conditions. The Project includes
the planning for the addition third track allocated to the
intercity passengers and cargo trains, while other two will
be left for the metro system. The entire sub and
superstructures, E&M systems, and stations of the existing
system will be replaced, and İstanbul will have a 76.3 km
long modern metro system in the East-West direction.
Under the Contract, preliminary design drawings, and
FIDIC-based international contract documents were
prepared for the contract packages planned. Throughout
the Project, Yüksel Proje will be supervising the preparation
of the working drawings by the contractors for construction
and electromechanical works, will be the execution and
quality of the same works, including commissioning tests,
and providing consulting and supervision services during
the trial run period.
Erenköy
Yenikapı
Rail Systems
Zeytinburnu
 Hat uzunluğu
: 8.7 km, çift hat
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Yenimahalle
Ataköy
Bakırköy
Bitiş Tarihi 1995
Yeşilyurt
Hafif Raylı Sistem
P
rojesi (ANKARAY)
Göztepe
Ankara
İşin Adı
Feneryolu
Ankara
Üsküdar
Hafif Raylı Sistem
P
rojesi (ANKARAY)
İşin Adı
Sirkeci
Raylý Sistemler
Söğütlüçeşme
Raylý Sistemler
Rail Systems
Raylý
Sistemler
Hafif
Light Raylı
Rail System
Sistem
P
(ANKARAY)
rojesi (ANKARAY)
Project
İşin
Adı
Name
Rail Systems
Raylý
Sistemler
A
Ankara
nkara
Hafif
MetroRaylı Sistem
AŞTİ
- Çayyolu
(M2) and
P
rojesi
(ANKARAY)
Ulus
Keçiören
(M4)
Project
İşin
Adı
Name
Location
A
Ankara
nkara
Location
Ankara / Türkiye
Başlama
Tarihi 1992
Date
M2 : 2003 M4 : 2004
Contract
Bitiş Tarihi 1995
C
M4 : 2007
ompletion Date M2 : 2005 Başkent Ankara'nın ulaşım sorununa çağdaş bir çözüm
Yüksel
Proje has
conducted the
topographical,
olarak yapılan
Ankaray-Hafif
Raylı
Toplu Taşımgeological
and
geotechnical
surveys
for the construction
of the
Sisteminin
inşaatı ile
ilgili topografik,
jeolojik ve jeoteknik
AŞTİ-Çayyolu
(M2)
and Ulus-Keçioren
(M4) sections of
güzergah,
güzergah yapıları,
Ankara
Metro,
hassahası
prepared
the detailed
designs
istasyonlar,
depo
ve atölye
binasına
ait for the
alignment,
structures,
stations, the yard and the shop
uygulama projeleri
hazırlanmıştır.
building during the staged implementation, as well as the
final
drawings
for the Electromechanical Works.
Sistemin
Özellikleri
 Hat uzunluğu
: 8.7 km, çift hat
System
Characteristics : 25,000 yolcu/yön/saat
 Passenger Capacity
: 65,000
passengers/
 Enerji Besleme
: 3.
ray
direction/hr
 İstasyon
 Power Supply
: 750 m
V DC, 3. rail
 Delme Tünel
: 2,000
 Maximum Speed
:
80
km/hr
 Aç-Kapa Tünel
: 6,000 m
 Operating Speed
: 35 km/hr
: 1,000
m

Maksimum
hız (M2) : 80 km/saat
KızılayÇayyolu
 İşletme
Line Length
Hızı
: 35
: 9.39
km/saat
km, double track
 İşletmeye
Stations alındığı tarih : Ağustos
: 7 (underground)
1996
 Bored Tunneling
: 2,000 m
 Cut-and-Cover Tunneling : 7,190 m
 Grade and Cut Sections : 200 m
ContractTarihi
Date 1992
Başlama
Date 1995
Completion
Bitiş Tarihi
Başkent
çağdaş
çözüm
Ankaray Ankara'nın
- Light Rail ulaşım
Transit sorununa
System, which
wasbirinvented
olarak
yapılan Ankaray-Hafif
Toplu Taşım
as a contemporary
solution toRaylı
the transport
problems in
Sisteminin
jeolojik
jeoteknik
the capitalinşaatı
city Ankara.
Yüksel Proje
has ve
conducted
etütler
yapılmış,geological
güzergah,
güzergah
yapıları,
topographical,
and
geotechnical
surveys, and
istasyonlar,
depo
sahası
ve atölye
binasına
ait related
prepared the
detailed
design
for the
alignment,
uygulama
structures,projeleri
stations,hazırlanmıştır.
service yard and the shop building.
Sistemin
Özellikleri

: 8.7
km,km,
çiftdouble
hat track
Hat
Lineuzunluğu
Length
: 8.7

Kapasitesi
: 25,000
yolcu/yön/saat
Yolcu
Passenger
Capacity
: 25,000
passengers/ 
Enerji Besleme
: 3. ray
direction/hr

: 11: 3.
ad.rail
(yeraltı ist.)
İstasyon
Power Supply

Tünel
: 2,000
m
Delme
Stations
: 11 (underground)

Tünel
: 6,000
mm
Aç-Kapa
Bored Tunneling
: 2,000

ve Yarma
: 1,000
mm
Hemzemin
Cut-and-Cover
Tunneling
: 6,000

hız Sections
: 80: 1,000
km/saat
Maksimum
Grade and Cut
m

Hızı
: 35: 80
km/saat
İşletme
Maximum
Speed
km/hr

tarih : Ağustos
1996
İşletmeye
Operating alındığı
Speed
: 35 km/hr
 Commissioning Date : August 1996
Ulus-Keçiören (M4)
Line Length
: 9.60 km, double track
 Stations
: 9 (underground)
 Bored Tunneling (NATM) : 3,300 m
 Bored Tunneling (TBM)
: 3,000 m
 Cut-and-Cover Tunneling : 3,300 m

Ankara Light Rail System Project
ANKARAY LRST
M4 Section
M2 Section
M1 Section
Gazino
Dutluk
Macunköy
Sincan
Hastane
Yenimahalle
Kuyubaşı
Ostim
Mecidiye
İvedik
Demetevler
Meteoroloji
Akköprü
Batıkent
Dışkapı
Kültür Merkezi
Belediye
Aski
Ulus
Beşevler
Tandoğan
Bahçelievler
Emek
Köy
Hizmetleri
Çayyolu 1
Çayyolu 2
Çayyolu 3
Ümitköy
Beytepe
Bilkent
Maltepe
Demirtepe
AŞTİ
ODTÜ
Söğütözü
MTA
Sıhiye
Kolej
Kızılay
Milli Kütüphane
Necatibey
Dikimevi
Kurtuluş
Rail
RaylýSystems
Sistemler
Eskişehir
A
nkara Hafif
Light
Raylı
RailSistem
Projesi (ANKARAY)
Project
System
Project
İşin
Adı
Name
Yeri Ankara
/ Türkiye
Location
Eskişehir
/ Türkiye
Rail
RaylýSystems
Sistemler
İşin
Adı
Project
Name
İzmir
A
nkara
Hafif
Raylı
Sistem
Light
Rail
System
Project
Projesi
(ANKARAY)
Location İzmir
/ Türkiye
Contract Date
Yeri Ankara
1995 / Türkiye
Başlama
1992
ContractTarihi
Date 2003
Date 1992
1999
C
Bompletion
aşlama Tarihi
Bitiş Tarihi
Date 1995
2005
Completion
In the Eskişehir
Başkent
Ankara'nınLight
ulaşım
Rail
sorununa
Project,çağdaş
to connect
bir çözüm
the
olarak yapılan Ankaray-Hafif
northwest/southeast
and southwest/northeast
Raylı Toplu Taşım areas of
Sisteminin
the
city, Yüksel
inşaatıProje
ile ilgili
has
topografik,
supervised
jeolojik
the ve
contractor's
jeoteknik
detailed
designs güzergah,
for construction
güzergah
and yapıları,
electromechanical
istasyonlar,
works,
the depo
execution
sahası
and
ve quality
atölye binasına
of the same
ait
works
uygulama
during
construction,
including commissioning tests, and
has provided consulting and supervision services during
Sistemin
the
trial runÖzellikleri
period.
 Hat uzunluğu
: 8.7 km, çift hat
System

Yolcu Kapasitesi
 Line
EnerjiLength
Besleme
: 3. ray
:16.5 km, double track
 Passenger
İstasyon Capacity : 11 :9,800
ad. (yeraltı
passengers/
ist.)
direction/hr
 Delme Tünel
: 2,000 m
 Aç-Kapa
Power Supply
Tünel
: 6,000
:750
m V DC, catenary
 Stops
Hemzemin ve Yarma : 1,000
:26mgrade level
 Maximum
MaksimumSpeed
hız
: 80 :70
km/saat
km/hr
 Operating
İşletme Hızı
Speed
: 35 :25
km/saat
km/hr
 Yard
İşletmeye
Area alındığı tarih : Ağustos
:60,000
1996
m2
2
 Operations and Shop Bled. :6,600 m covered area
 Commissioning Date
:December 2004
Bitiş Tarihi 1995
In the Üçyol-Bornova section (comprising Stage 1) of the
İzmir Light Rail Project, which was planned as a
contemporary solution to the transport problems of İzmir,
the
third largest
cityilgiliintopografik,
Türkiye, jeolojik
Yüksel ve
Proje
has
Sisteminin
inşaatı ile
jeoteknik
supervised:
the
detailed
design
prepared
by
the
Contractor
for
civil and electro-mechanical
works,
the execution
and
istasyonlar,
depo sahası ve atölye
binasına
ait
quality
of
the
same
works
during
construction,
including
commissioning tests, and the consulting and supervision
services
the trial run period. Under the same
Sisteminduring
Özellikleri
 Hat uzunluğu
: 8.7provided
km, çift the
hattopographical,
contract,
Yüksel Proje has also
: 25,000
yolcu/yön/saat
geological
and geotechnical
surveys
and prepared the
 Enerji Besleme
: 3. ray report and contract
preliminary
designs, a feasibility
 İstasyon
: 11
ad. (yeraltı ist.) (Merkez)
documents
for the Bornova
(Hastane)-Bornova
 Delme Tünel
and
Üçyol-F. Altay section.: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
System Characteristics : 1,000 m
 Maksimum hız
: 80
km/saat
Line Length
:11,133
km, double track
: 35
km/saat
Passenger Capacity
:45,000
passengers/
direction/hr
Power Supply
:3. rail
Stations
:10
Bored Tunneling (EPBM) :1,352 m
Bored Tunneling (NATM) :1,597 m
Cut-and-Cover Tunneling :1,443 m
Bridges, Viaducts
:4,712 m
Grade and Cut Sections :2,545 m
Yard Area
:55,500 m2
Shop Building
:10,500 m2 covered area
Maximum Speed
:80 km/hr
Operating Speed
:45 km/hr
Commissioning Date
:August 2000
Rail
RaylýSystems
Sistemler
Project
İşin
Adı
Name
Askişehir
E
nkara Hafif
- Köseköy High
Raylı Sistem
P
Speed
rojesiRailway
(ANKARAY)
Project
Rail Systems
Raylý
Sistemler
Location
Yeri Eskişehir
Ankara / Türkiye
/ Türkiye
ContractTarihi
Date 2003
Başlama
1992
Date 1995
2005
Completion
Bitiş Tarihi
Başkent
Ankara'nın ulaşımsection
sorununa
çağdaş
bir çözüm
For
the Eskişehir-Köseköy
of the
Ankara-İstanbul
olarakSpeed
yapılan
Ankaray-Hafif
Raylı Toplu
Taşım
High
Railway
Project, which
intends
to reduce the
Sisteminin
ile ilgili to
topografik,
ve jeoteknik
travel
time inşaatı
from Ankara
İstanbul jeolojik
to 3 hours
and 16
güzergah,geological
minutes,
topographical,
and geotechnical
istasyonlar,
depo
sahası veand
atölyedetailed
binasınadesigns
ait
surveys
were
conducted
and
uygulama projeleri
construction
tenderhazırlanmıştır.
documents were prepared for the
alignment, the viaducts, the tunnels, stations and underSistemin
Özellikleri
passes
and
overpasses.
 Hat uzunluğu
: 8.7 km, çift hat

Yolcu Kapasitesi
System
 Line
EnerjiLength
Besleme
: 187
3. ray

km, double track
 Power
İstasyon
: 25,000
11 ad. (yeraltı
ist.)

Supply
V, catenary
 Design
Delme Tünel
: 250
2,000
m

Speed
km/hr
 Aç-Kapa
: 3,500
6,000 m
m

Minimum Tünel
Curve Radius:
 Maximum
HemzeminGradient
ve Yarma : %
1,000

0.16m
 Stations
Maksimum hız
: 880 km/saat

 Bored
İşletmeTunnels
Hızı
: 39
35 ea;
km/saat

total length 40 km
 Viaducts
İşletmeye alındığı tarih : 20
Ağustos
1996

ea; total
length 11.4 km
İstanbul
Metro
A
nkara Hafif
Raylı
Sistem
Taksim
4. Levent and
P
rojesi -(ANKARAY)
Taksim
Yenikapı
Sections
Project
İşin
Adı
Name
BaşlamaLocation
Tarihi
İstanbul / Türkiye
1992
Date
Taksim-4 Levent :1991 Yenikapı-Taksim : 1995
Contract
Bitiş Tarihi 1995
Completion Date Taksim-4 Levent :1998 Yenikapı-Taksim : ----Başkent Ankara'nın ulaşım sorununa çağdaş bir çözüm
olarak
yapılan
Raylı Toplu Taşım
For Taksim
- 4.Ankaray-Hafif
Levent and Taksim-Yenikapı
sections of
Sisteminin
inşaatı
ile ilgiliYüksel
topografik,
jeolojik
ve jeoteknik
the İstanbul
Metro,
Proje
performed
the
etütler
yapılmış,geological
güzergah, güzergah
yapıları, surveys,
topographical,
and geotechnical
istasyonlar,
depo
sahası
ve atölye design,
binasınaprepared
ait
upgraded the
existing
preliminary
the
uygulama
projeleri
final design
for the hazırlanmıştır.
alignment, alignment structures and
stations; and tender documents for construction and
Sistemin
Özellikleri works. It has also provided
electromechanical
construction
services

Hat uzunluğu supervision
: 8.7 km,
çift hat during the
construction
and the commissioning
periods.

Yolcu Kapasitesi
 Enerji Besleme
: 3. ray
System Characteristics : 11 ad. (yeraltı ist.)
 İstasyon
 Passenger Capacity :70,000 passengers/direction/hr
 Delme Tünel
: 2,000 m
 Power Supply
:3.:rail
 Aç-Kapa Tünel
6,000 m
 Maximum Speed
:80: km/hr
1,000 m
 Operating Speed
:40: km/hr
 Maksimum hız
80 km/saat

İşletme- Hızı
: 35 km/saat
Taksim
4. Levent

alındığı tarih
: Ağustos
1996
İşletmeye
Section Length
:8.5
km, double
track
 Stations
:6 (underground)
 Bored Tunneling
:18,500 m
 Commissioning Date:August 2000
Yenikapı - Taksim
Section Length
:5.2 km, double track
 Stations
:3 (underground) and 1 (viaduct)
 Bored Tunnels
:2 x 3,380 m, 270 m, single tube
 Bridges
:Golden Horn Crossing Bridge, 460 m and Access Bridge, 250 m

Interchanges,
Bridges, Viaducts
Raylý
Sistemler
Interchanges,
Bridges, Viaducts
Raylý
Sistemler
Project
İşin
Adı
Name
Project
İşin
Adı
Name
İstanbul
Söğütlüçeşme
A
nkara Hafif
Raylı Sistem
rojesi (ANKARAY)
P
Viaduct
Location
Yeri Ankara
İstanbul/ /Türkiye
Türkiye
Ankara
A
nkara
Et - Balık
Hafif
RaylıInterchange
Sistem
P
rojesi (ANKARAY)
Location
ContractTarihi
Date 1992
1978
Başlama
Başlama
ContractTarihi
Date 1992
1997
Date 1995
1978
Completion
Bitiş Tarihi
Completion
Bitiş Tarihi
Date 1995
1997
Söğütlüçeşme
Başkent
Ankara'nın
Viaduct,
ulaşım
is the
sorununa
first prestressed
çağdaş bir
reinforced
çözüm
olarak yapılan
concrete
railway
Ankaray-Hafif
bridge constructed
Raylı Toplu
in Türkiye.
Taşım Yüksel
Sisteminin
Proje
has conducted
inşaatı ile ilgili
the topografik,
topographical,
jeolojik
geological
ve jeoteknik
and
geotechnical
surveys
güzergah,
and prepared
güzergah
theyapıları,
detailed designs.
uygulama
System
Characteristics
 Total Length
:504 m
Sistemin
Özellikleri

Railway Tracks
:4 lines
 Bridge
Hat uzunluğu
Spans
: 8.7:18
km, xçift
28hat
m each
 Construct.
Yolcu Kapasitesi
Completion Date
: 25,000
:October
yolcu/yön/saat
1979
 Enerji Besleme
: 3. ray
 İstasyon
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
This 3-level
Başkent
Ankara'nın
interchange
ulaşımprovides
sorununafor
çağdaş
an underpass,
bir çözüm
olarak yapılan
overpass
and grade
Ankaray-Hafif
crossingRaylı
at theToplu
same
Taşım
point. Yüksel
Sisteminin
Proje
has inşaatı
conducted
ile ilgili
traffic
topografik,
counts jeolojik
and topographical,
ve jeoteknik
geological
and geotechnical
güzergah, güzergah
surveys yapıları,
and prepared the
istasyonlar,
detailed
designs.
depo At
sahası
the interchange,
ve atölye binasına
a viaduct
aitwas used
uygulama
for
the Konya-Samsun
access, an underpass for the
Ulus-İstanbul transition and grade crossings for all of the
Sistemin
left
turns. Özellikleri
 Hat uzunluğu
: 8.7 km, çift hat
System

Yolcu Kapasitesi
 Enerji
Viaduct
Besleme
: 3.: 233
ray m
 İstasyon
Interchange Arm Bridges
: 11
: 94
ad.m(yeraltı ist.)
 Delme
Underpass
Tünel
: 2,000
: 104 m
m
Aç-Kapa
U-Section
Tünel
: 6,000
: 205 m
m
 Hemzemin
Opened to Traffic
ve Yarma : 1,000
: 1997m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Raylý
Interchanges,
Sistemler
Bridges, Viaducts
Project
İşin
Adı
Name
A
İzmir
nkara
Göztepe
Hafif Raylı
Cable
Sistem
Stayed
rojesi (ANKARAY)
P
Pedestrian
Bridge
Yeri Ankara
/ Türkiye
Location
İzmir / Türkiye
Interchanges,
Bridges, Viaducts
Raylý
Sistemler
Gülburnu
Bridge
A
nkara Hafif
Raylı
Sistem
P
rojesi (ANKARAY)
Project
İşin
Adı
Name
Location
Yeri Ankara
Giresun/ /Türkiye
Türkiye
Başlama
ContractTarihi
Date 1992
1997
ContractTarihi
Date 1992
2005
Başlama
Completion
Bitiş Tarihi
Date 1995
1997
Date 1995
2007
Completion
Bitiş Tarihi
An inclined
Başkent
Ankara'nın
suspension
ulaşım
pedestrian
sorununa
bridge
çağdaş
wasbir
built
çözüm
over
olarak
the
road
yapılan
parallel
Ankaray-Hafif
to the the sea
Raylı
at Toplu
Göztepe/İzmir,
Taşım which
Sisteminin
was
the first
inşaatı
of itsile kind
ilgili topografik,
in Türkiye.jeolojik
YükselveProje
jeoteknik
has
performed
the güzergah,
topographical,
güzergah
geological
yapıları, and geoistasyonlar,
technical
surveys
depo sahası
and prepared
ve atölye
thebinasına
detailed designs.
ait
Sistemin
Özellikleri :126 m

Total Length
 Type
Hat uzunluğu
:Cable
: 8.7 Stayed
km, çiftPedestrian
hat
Bridge
 Girder
Yolcu Kapasitesi
:Steel
 Pylon
Enerji Height
Besleme
:28: m
3. ray
 Main
İstasyon
Span
:90: m
11 ad. (yeraltı ist.)
 Commissioning
Delme Tünel Date:1997
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Gülburnu
Bridge, which
will sorununa
be positioned
at Km
Başkent Ankara'nın
ulaşım
çağdaş
bir 20+362
çözüm
between
Giresun
and EspiyeRaylı
in scope
the Black Sea
olarak yapılan
Ankaray-Hafif
TopluofTaşım
Coast
Road
Improvement
Project, will
be the
largestSisteminin
inşaatı
jeolojik
ve jeoteknik
span
bridge güzergah
in Türkiye.yapıları,
Yüksel Proje has
etütlerpost-tensioned
performed
the topographical,
istasyonlar, depo
sahası ve atölyegeological
binasına ait and has
geotechnical
surveys
and prepared the detailed design
uygulama projeleri
hazırlanmıştır.
for this bridge using the balanced cantilever method.
Project
Characteristics : 8.7 km, çift hat

Hat uzunluğu

:330 m
 Total
YolcuLength
Kapasitesi
: 25,000
yolcu/yön/saat

Width
+1.00) =
 Carriageway
Enerji Besleme
: 3.:2x(2.50+11.00
ray
2
x14.50
m ist.)

İstasyon
: 11 ad.
(yeraltı

:82.5m+ 165 + 82.5 m
 Spans
Delme Tünel
: 2,000

Cross-section
Heights : 6,000
:825m
cm at the supports  Aç-Kapa
Tünel
and
350 cm at the center

Hemzemin ve Yarma : 1,000 m

:12,000
 Superstructure
Maksimum hızWeight : 80
km/saattons
(for
one bridge)

İşletme Hızı
: 35 km/saat

andtarih
Nos.: Ağustos
:Friction1996
Pendulum
 Supports
İşletmeyeType
alındığı
(2x2 = 4 ea)
(for one bridge)
 Foundation Type and Size :Pile foundation,
22 x 32 x 2.50 m
Highways
Raylý
Sistemler
Hafif
- Pozantı
RaylıMotorway;
Sistem
P
rojesi (ANKARAY)
Kemerhisarhisar
- Eminlik Section
Project
İşin
Adı
Name
A
Ankara
nkara
Yeri Ankara
Türkiye
Location
Niğde / /Türkiye
Highways
Raylý
Sistemler
Raylı
Gerede
Sistem
Motorway
P
rojesi (ANKARAY)
Project
İşin
Adı
Name
A
Gümüşova
nkara Hafif-
Location
Yeri Ankara
Bolu / Türkiye
/ Türkiye
Başlama
ContractTarihi
Date 1992
2001
ContractTarihi
Date 1992
1987
Başlama
Completion
Bitiş Tarihi
Date 1995
2007
Date 1995
2006
Completion
Bitiş Tarihi
For Kemerhisar
Başkent
Ankara'nın
- Eminlik
ulaşım section
sorununa
of çağdaş
Ankara bir
- Pozantı
çözüm
olarak yapılan
Motorway,
consulting
Ankaray-Hafif
servicesRaylı
are being
Toplu provided,
Taşım which
Sistemininthe
includes
inşaatı
supervision
and quality
jeolojik
control
ve jeoteknik
of the
construction
and güzergah,
electromechanical
güzergah
works.
yapıları,
uygulama
Project
Characteristics
 Length
:55 km
Sistemin

Viaduct Özellikleri :1 ea, 522.50 m
 Overpass
Hat uzunluğu
Bridge
:1 ea
: 8.7 km, çift hat
 Underpass
Yolcu Kapasitesi
Bridges :10:ea
25,000 yolcu/yön/saat
 Underpasses
Enerji Besleme
:41:ea
3. ray
 Hydraulic
İstasyon Structures:126
: 11
eaad. (yeraltı ist.)
 Delme Tünel
: 2,000 m
 Aç-Kapa Tünel
: 6,000 m
: 1,000 m
 Maksimum hız
: 80 km/saat
: 35 km/saat
Gümüşova-Gerede
Başkent
Ankara'nın ulaşım
sectionsorununa
is located
çağdaş
on bir
Anatolian
çözüm
olarak yapılan
Motorway
which
Ankaray-Hafif
connects Europe
Raylı Toplu
to Asia,
Taşım
Yüksel Proje
Sisteminin
has
supervised
inşaatıthe
ile detailed
ilgili topografik,
designsjeolojik
prepared
ve jeoteknik
by the
contractor
and has
güzergah,
provided,
güzergah
consulting
yapıları,
and supervision
istasyonlar,
services
for depo
the construction,
sahası ve atölye
commissioning
binasına aittests and
uygulamaperiod.
warranty
projeleri
A hazırlanmıştır.
90-km section of the road has been
completed and opened to traffic. Another 26-km section
SisteminKaynaşlı
between
Özellikleri
and Çaydurt, which is called the Bolu
Mountain
Crossing, will be:completed
2006.

Hat uzunluğu
8.7 km, çiftinhat
Project
Characteristics : 3. ray

Enerji Besleme
 Road
İstasyon
Length
: :116
11 km
ad. (yeraltı ist.)
 Nos.
Delme
of Tünel
Lanes
: :2x3
2,000
lanes
m
 Aç-Kapa
Viaducts Tünel
: :Totaling
6,000 m
7,746 m
 Tunnels
Hemzemin ve Yarma : :Tube
1,000
1 :m3,243m
 Maksimum hız
Tube
: 80 km/saat
2 : 3,307m
 Bridges
İşletme Hızı
: :100
35 ea
km/saat
 Small
İşletmeye
Structures
alındığı tarih: :227
Ağustos
ea
1996
 Maintenance Centers : 3 ea
 Parking Areas
: 2 ea
 Toll Plazas
: 6 ea
Highways
Raylý
Sistemler
Project
İşin
Adı
Name
A
Black
nkaraSea
Hafif
Coast
RaylıRoad
Sistem
rojesi
(ANKARAY)
Location P
Black
Sea Region
/ Türkiye
Contract Date
Yeri Ankara
2001 / Türkiye
Highways
Raylý
Sistemler
Project
İşin
Adı
Name
A
Afghanistan
nkara Hafif State
Raylı Roads
Sistem
Projesi (ANKARAY)
Location
Yeri Ankara
Afghanistan
/ Türkiye
Date 1992
2006
C
Bompletion
aşlama Tarihi
ContractTarihi
Date 1992
2003
Başlama
Date 1995
2005
Completion
Bitiş Tarihi
Bitiş Tarihi 1995
For various sections of the Black Sea Coast Road, the
topographical
and bathymetric
mappingçağdaş
both onbirland
and
Başkent Ankara'nın
ulaşım sorununa
çözüm
at
sea,
and
the
geological
and
geotechnical
surveys
were
performed
theile
detailed
designs for
tunnels,
bridges,
Sisteminin and
inşaatı
ilgili topografik,
jeolojik
ve jeoteknik
viaducts
and
other
road
structures
as
well
etütler yapılmış, güzergah, güzergah yapıları, as the
alignments
interchanges,
were binasına
prepared.ait
istasyonlar, and
depo
sahası ve atölye
uygulama
Espiye
- Çarşıbaşı
 Total Road Length
:69 km (2x2)
Sistemin
Özellikleri

Carriageway
Width
:6 m

Hat uzunluğu
: 8.7:100
km, çift
hat
 Design
Speed
km/hr
 Grade-Separated
Yolcu Kapasitesi Crossings:13

ea

Enerji Crossings
Besleme
: 3. ray
 Level
:7 ea
 Total
İstasyon
ad. (yeraltı ist.)

Nos. of Bridges : 11 :34

Delme Tünel
: 2,000
m
 Tunnels
:Kiliseburnu
(220 m),
 Aç-Kapa Tünel
: 6,000 m
Tirebolu-1
(2,140 m),

Hemzemin ve Yarma : 1,000 m
Tirebolu-2
(620 m),

Maksimum hız
: 80 km/saat (500 m)
Eynesil

İşletme Shore
Hızı Crossing: 35 km/saat
Trabzon
 Total
İşletmeye

Roadalındığı
Lengthtarih : Ağustos
:7 km1996
(2x3)
 Carriageway Width
:32 m
 Design Speed
:100 km/hr
 Grade-Separated Crossings:7 ea
 Total Nos. of Bridges
:7 Giresun-Espiye State Road Tunnels
 Aksu Tunnel
:195 m (single tube)
 Geçilmez Tunnel
:323 m (single tube)
 Uluburun Tunnel
:214 m (double tube)
 Arıdurak Tunnel
Çayeli - Ardeşen - Hopa Road Tunnels
 Pazar Tunnel
:1,152 m (double tube)
 Pazar 2 Tunnel
 Kıyıcık Tunnel
:1,100 m (double tube)
For
750-km
section ofulaşım
the highways
which
were contracted
Başkent
Ankara'nın
sorununa
çağdaş
bir çözüm
by
USAID,
the Ankaray-Hafif
World Bank and
theToplu
AsianTaşım
Development
olarak
yapılan
Raylı
Bank
for theinşaatı
redevelopment
of Afghanistan,
Proje
Sisteminin
jeolojikYüksel
ve jeoteknik
has
the topographical,
geological and
etütlerconducted
geotechnical
surveys
andve
prepared
the detailed
istasyonlar, depo
sahası
atölye binasına
ait designs
for
the alignment,
the pavement, and bridges and
uygulama
hydraulic structures.
Project
Sections

Hat uzunluğu
: 8.7 km, çift hat
Kabul-Kandahar
Yolcu KapasitesiRoad : 25,000 yolcu/yön/saat
 Section
B
:49 km - USAID
Enerji Besleme
: 3. ray
 Kabul-Kandahar
Road : 11 ad. (yeraltı ist.)
İstasyon
 Section
C
:85mkm - USAID
Delme Tünel
: 2,000
 Aç-Kapa
Kabul-Dushi
Road
:75mkm - World Bank
Tünel
: 6,000
 Kabul-Gardez
:42mkm - USAID
Hemzemin ve Road
Yarma : 1,000
 Pul-e
Khumri-Hairatan
Road
:265 km - ADB
Maksimum
hız
: 80 km/saat
 Balkh-Andkhoy
:180 km - ADB
İşletme Hızı Road : 35 km/saat
 Shibirgan
Pultarih
Road
:53 km
- USAID
İşletmeye Sar-e
alındığı
: Ağustos
1996

yüksel proje a.ş.

Transkript

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