Digital C-Type Printing: Revolutionizing The Future Of Photographic Prints
Lisans portfolyo
1.
2. 06.03.1994
* kadirganioglu@gmail.com
) 0 538 826 3797
Etimesgut / Ankara
Bachelor of Architecture 2013-2019
Department of Architecture
Middle East Technical University
CGPA : 3,03 / 4,00
Ankara TR
High School 2008-2012
Süleyman Demirel Anatolian High School
Ankara TR
About
Education
Kadir Ganioglu
3. AutoCAD
Rhinoceros
Lumion
V-Ray
Adobe Photoshop
Adobe Indesign
Adobe Illustrator
Sketchup
Revit Architecture
MS Office
Turkish - Native
English - Advanced
Office Internship
ABOUTBLANK Architecture and Urban Design [Istanbul TR]
July - August 2017
Construction Site Internship
IGA - İstanbul Grand Airport [Istanbul TR]
July - August 2016
Internship
Middele East Technical University [Ankara TR]
June - July 2015
Languages
Skills
Experience
7. 2nd year spring design studio
Location: Kazıkiçi Bostan, Ankara TR
Program : Plastic Atelier + Dwellings
Group + Individual Project
Kadir Ganioğlu
Damla Erkoç
Simge Gider
Şahin Yıldız
About
Team Members
Habitat
8. HABITAT
URBAN VOCATIONAL INSTITUTE
ŞAHİN CAN YILDIZ
SİMGE GİDER
KADİR GANİOĞLU
DAMLA N. ERKOÇ
SCENARIO
RESEARCH CENTER
RECYCLING PLASTIC
CATEGORAZING
GRANULS
DIFFIRENT WAYS TO PRODUCE PLASTIC
FINDING OUT ENVIROMENTALLY
FRIENDLY PLASTIC
SITE | URBAN CONDITION
Ankara Castle and Old City
AKM
Metro
Station
Trade Center
Industrial
Area
Stadium
Residential
BOS
TANVIEW
CITY VIEW
VISTAS !
Our site has two side of
bostan view. Also, one side
looks at main street.
According to vistas, our
design elements are
positioning. Our main
element’s one edge starts at
street side and the other
edge finishes at bostan side.
Accomadations are located
opposite oftwo side of
bostan.
PROGRAM | SPATIAl STRATEGY
ALLEY
OUTSIDE
CIRCULATION
INSIDE
CIRCULATION
GATES
SITE PLAN
According to main design idea; vegetation, circulation, in short all design process is
arranged by multi-functional wall.
Scale : 1/500
TECTONICS | ART OF CONSTRUCTION
MAIN DESIGN IDEA
PLASTIC TECH.
1
2
3
4
5
6
7
1. WALL
2. ATELIER
3. LABRATORIES
4. EXHIBITION & OFFICES
5. CAFETERIA
6. SOCIAL HUBS
7. ACCOMADATIONS
vegetatıon
dark shıney glass
concrete
In some part of wall ıs folded, so that accomadatıon and socıal hubs can benefıt from two sides of
bostan and the atelier part can be spread less place.
SEPERETATION & MERGER
DYNAMIC
STATIC
The logic behind the wall is seperatıng site into two zones, because of hardness of living together
with plastic industry. While seperating, at the same time they are somehow conneting
each other in a circulation way. Solution of the seperation is having diffirent
spatial character. So, it effects forms, also social life as well.
In this zone, there are living units,
alley that leading to square that
can usefull for all people in the
accomadation and peoplenwho
come from outside. Here, people
are living, resting, eating,
doing some sort of social
activities. This zone is
more interactive
with the bostan.
In this zone, People are working,
laering stuff, searching and
developing the plastic. So,
forms in this zone is much more
short and directly lay on
earth.
15. Ground Plan First Floor Plan
Seventh Floor Plan
Fourth Floor Plan
Second Floor Plan
Fifth Floor PlanThird Floor Plan
Eighth Floor PlanSixth Floor Plan
Floor Plans
AAAAAA
AA AA AA
AAAAAA
BBBBBB
BB BB BB
BBBBBB
23. Project was prepared in the scope of
course of Arch 453 - Construction Design
Practice and also as a participant for
SteelPro Competition in 2017. Solving
all details on façade and
foundation were aimed.
Location: İstanbul, TR
Program : Ferry Quay
Group Project
Kadir Ganioğlu
Furkan Erkuş
İbrahim Kelleci
Emrullah Yıldız
About
Team Members
Ferry Quay
24. SIMILAR SYSTEM IN
WATERLOO INTERNATIONAL TERINAL
ARCH453// PASSENGER WAITING BUILDING
Tavukcuoğlu, A. Erkuş, F./ Ganioğlu, K / Kelleci, İ. / Yıldız, E.
e structure is designed to improve the imagery of the steel
structural systems by creating light and different dimensional
structural design. e system composes of dome and truss
systems. e compositon of these two different system creates a
dimensional journeyof steel.
Architectural Statement
SITE
REFERENCE SYSTEM
FOR FORM
e location of the site is in Kadıköy/İstanbul.
e building is designed between two Turyol
Ferry and Quay Station to reinteprate the
typical station typology with steel structure.
SITE
Design Process
25. Granite Covering
Levelling Concrete
Geotextile Felt
DPM
Raft Slab
Pile Foundation Shoe
Pile Foundation
+0.05
+0.00
+0.15
450
PARTIAL PLAN 1/20
230160
A
B
C
D
E
F
G
H
I
J
K
L
A
B
C
D
E
F
G
H
I
J
K
L
1 2 3 4
2 31 4
300300300230230230230230230230160
165 475 165
475 450450
Slab Reinforced concrete raft slab cast onto friction piles – with raised steel grating
floor for dock- cladding with granite for inside.
Foundation Reinforced Concrete Pile Foundation
Roof Curved roof supported by I beam&geodesic dome
Wall Curved wall supported by I beam&geodesic dome with dome panel sheets – continuation of
the roof
YILDIZ, Emrullah
ERKUS, Furkan
KELLECI, Ibrahim Halil
GANIOGLU, Kadir
13.06.2017
scale : 1/20
Steel Geodesic Dome Structural System
ARCH 453 - Construction Design Practice - Spring 2017
Set of System Detail Drawings of Ferry Quay and Museum
WN-9
0.00 m
WN-10
Finished Grade
WN-8
WN-7
+15.00 m
Existing Level
WN-11
First Level
+5.75 m
Truss Pick Point
Truss Bottom Point
Roof Level
+10.70 m
+13.00 m
Gutter
Metal Panel Sheet 1.2 mm
Damp-proof Membrane
Levelling Concrete 5 cm
Adhesive
Geotextile felt
Water Level
Frost Level
Rockwool Board 50 mm
+13.0 m
Vapour Barier
Fondaline
+15.00 m
I Beam 300x350 mm
Rockwool Board 50 mm
Metal Panel Sheet 1.2 mm
Granite Covering 60x60x10 cm
+8.00 m
Pile Foundation
+5.00 m
Cavity 180 mm
Pile Foundation shoe 60 cm
Raft Slab 70 cm
Damp-proof membrane
+0.50 m
+0.00 m
3
Ground Level
B
C
3
+0.15 m
KEY PLAN
N
Upstanding Beam Level
+0.50 m
+13.20 m
+9.10 m
4
-1.30 m
-0.70 m
4
A
PARTIAL ELEVATION 1/20
SYSTEM SECTION 1/20
D-1
h:400mm
w:270mm
D-1
h:400mm
w:270mm
1.2 mm Metal Panel Sheet
Vapour Barrier
50 mm Rockwool Board
18 mm Cavity
50 mm Rockwool Board
Dpm
1.2 mm Metal Panel Sheet
Detail 4
Detail 3
Detail 1
Detail 2
Detail 5
Detail
Detail 6
Granite Covering
Levelling Concrete
Geotextile Felt
DPM
Raft Slab
Pile Foundation Shoe
Pile Foundation
+0.05
+0.00
+0.15
450
PARTIAL PLAN 1/20
230160
A
B
C
D
E
F
G
H
I
J
K
L
A
B
C
D
E
F
G
H
I
J
K
L
1 2 3 4
2 31 4
300300300230230230230230230230160
165 475 165
475 450450
Slab Reinforced concrete raft slab cast onto friction piles – with raised steel grating
floor for dock- cladding with granite for inside.
Foundation Reinforced Concrete Pile Foundation
Roof Curved roof supported by I beam&geodesic dome
Wall Curved wall supported by I beam&geodesic dome with dome panel sheets – continuation of
the roof
YILDIZ, Emrullah
ERKUS, Furkan
KELLECI, Ibrahim Halil
GANIOGLU, Kadir
13.06.2017
scale : 1/20
Steel Geodesic Dome Structural System
ARCH 453 - Construction Design Practice - Spring 2017
Set of System Detail Drawings of Ferry Quay and Museum
WN-9
0.00 m
WN-10
Finished Grade
WN-8
WN-7
+15.00 m
Existing Level
WN-11
First Level
+5.75 m
Truss Pick Point
Truss Bottom Point
Roof Level
+10.70 m
+13.00 m
Gutter
Metal Panel Sheet 1.2 mm
Damp-proof Membrane
Levelling Concrete 5 cm
Adhesive
Geotextile felt
Water Level
Frost Level
Rockwool Board 50 mm
+13.0 m
Vapour Barier
Fondaline
+15.00 m
I Beam 300x350 mm
Rockwool Board 50 mm
Metal Panel Sheet 1.2 mm
Granite Covering 60x60x10 cm
+8.00 m
Pile Foundation
+5.00 m
Cavity 180 mm
Pile Foundation shoe 60 cm
Raft Slab 70 cm
Damp-proof membrane
+0.50 m
+0.00 m
3
Ground Level
B
C
3
+0.15 m
KEY PLAN
N
Upstanding Beam Level
+0.50 m
+13.20 m
+9.10 m
4
-1.30 m
-0.70 m
4
A
PARTIAL ELEVATION 1/20
SYSTEM SECTION 1/20
D-1
h:400mm
w:270mm
D-1
h:400mm
w:270mm
1.2 mm Metal Panel Sheet
Vapour Barrier
50 mm Rockwool Board
18 mm Cavity
50 mm Rockwool Board
Dpm
1.2 mm Metal Panel Sheet
Detail 4
Detail 3
Detail 1
Detail 2
Detail 5
Detail
Detail 6
System Details
26. 1 432
W
N-8
W
N-9
W
N-1
0
W
N-
11
WN-7
WN-6
WN-4
WN-3
W
N-2
W
N-1
WN-5
CW-1
Existing Level
Finished Grade
External Ground Level
+1.00 m
0.00
D-1
First Level
+5.75 m
TBM:3
+15.00 m
Roof Level
Truss Pick Point
Truss Bottom Point
+13.00 m
+10.70 m
WN TYPES: EUROCAM Tentesol Silver Glazing #2
CW1: 150x100 mm Box Steel Frame with
EUROCAM Tentesol Silver Glazing #2
D1: 400x220 mm Steel Frame Sliding Door
F1: 150x100 mm Steel Joist Frame
30x3000 mm Wooden Plate
F1
R1: 1.2 mm Metal Panel Sheet
Vapour Barrier
50 mm Rockwool Board
180 mm Cavity
50 mm Rockwool Board
DPM
300x350 mm I-Beam
R1
h:400mm
w:270mm
GUTTER
1.2 mm Metal Panel Sheet
1 432
WEST ELEVATION 1/50
Triangular Connection
30
31.5
2
Clamp Bar
Metal Sheet Panel
UPPER NODE PLATE
LOWER NODE PLATE
I BEAM
UPPER NODE PLATE
I BEAM
CIRCULAR COVER
COVER NAIL
I BEAM
UPPER NODE PLATE
LOWER NODE PLATE
0.5 0.5
1.751.75
Primary Seal
Secondary Seal
Beams Connection on Circular Plate
Detail 1-1
Scale : 1/10
Detail 2-1
Scale : 1/10
Detail 1-2
Scale : 1/10
Detail 2-2
Scale : 1/10
Detail
Scale : 1/10
Façade and Details
29. Project was prepared in the scope of
course of Arch 351 - Building Detail
Modeling. Finishing an incomplete
structure as a house and solving all
details on façade, foundation and system
details were aimed.
3rd year course
Location: Erzurum ,TR
Program : Housing
Individual Project
About
The Building Detail Modeling
32. FROST LINE
WATER TABLE
GRADE
0.17 m
2.38 m
5.86 m
4.36 m
7.27 m
7.14 m
7.52 m
8.58 m
9.28 m
9.63 m
TOP of ROOF
SILL of ROOF WINDOW
TOP of ROOF WINDOW
END of ROOF
DOWNPIPE
TOP of WINDOW
SILL HEIGHT of WINDOW
TOP of DOOR FRAME
0.00 m
END of DOOR FRAME & ENTRANCE LEVEL
2.58 m
1.08 m
TOP of WINDOW
SILL HEIGHT of WINDOW
TOP OF SOFFIT&GUTTER&FASCIA
SOFFIT
FASCIA
END of GUTTER
3.50 m
MEZZANINE FLOOR DATUM LEVEL
-
---
-
---
- PAINT
- PLASTER
- BOARDEX GYPSUM BOARD
- ROCKWOOL
- CL PROFILE
- AL PROFILE
- CT PROFILE
- BOARDEX GYPSUM BOARD
- DPM
- HANG RAILING
- COMPOSITE ALUMINUM CLADDING
DOOR FRAME
WINDOW
FRAME
WINDOW
- CONCRETE SLAB
- DPM BOARD
- DOUBLE PLATE
- RIGID INSULATION
- PLYWOOD
- PARQUET
DOOR (92x213)
- PARQUET (TONGUE&GROOVE)
- PLYWOOD
- DOUBLE PLATE
- VAPOUR RETARDER
- ROCKWOOL
- DPM BOARD (9 mm)
- CONCRETE SLAB (20 cm)
- EXTERIOR INSULATION (3 mm)
- GRAVEL
0.00 m
3.50 m
FINISHED GRADE
-1.50 m
MEZZANINE FLOOR DATUM LEVEL -
BOX SECTION STEEL BEAM
0.17 m
2.38 m
2.99 m
4.36 m
5.86 m
7.20 m
7.51 m
7.85 m
7.97 m
8.58 m
9.28 m
9.63 m
TOP of ROOF
TOP of WINDIW ROOF
END of WINDIW ROOF
TOP of STRUCTURAL I BEAM
END of STRUCTURAL I BEAM
END of BOX SECTION STEEL BEAM
TOP of DOOR FRAME
ENTRANCE LEVEL
END of WINDOW SILL
TOP of WINDOW SILL
ROOF FRAME STEEL
ROOF FRAME STEEL
FLASHING
FLASHING
- METAL STANDING SEAM ROOFING
- PLYWOOD (25mm)
- WATER PROTECTION BOARD
(16mm)
- ROCKWOOL (51mm)
- METAL CORRUGATED DECK
- METAL PURLIN
- GYPSUM BOARD (13mm)
- PLASTER
- PAINT
- COMPOSITE ALUMINUM CLADDING
- HANG RAILING
- DPM BOARD (9mm)
- BOARDEX GYPSUM BOARD (16mm)
- CT PROFILE
- AL PROFILE
- CL PROFILE
- ROCKWOOL(8mmx2)
- BOARDEX GYPSUM BOARD (16mm)
- PLASTER
- PAINT
GASKET
20.3x12.7 BOX SECTION STEEL BEAM
31x 16.1 mm STEEL I BEAM
Scale: Date:Sheet #:
ARCH 351METU Fac. of Arch., Dept. of Architecture
Drawn By: 13.01.20171
FINAL EXAM
KADİR GANİOĞLU 1:20
SYSTEM ELEVATION SYSTEM SECTION
SYSTEM PLAN
System Details
33. STRUCTURALCONCRETEWALL
- WOODEN TREAD
- L SHAPE ANGLED STEEL SUPPORT
- GROUND FLOOR SLAB
RAILING
CONCRETENAIL
BOLT
GROUND FLOOR SLAB
RAILING
WOODEN TREAD
L SHAPE ANGLED STEEL SUPPORT
BOLTED CONNECTING PART
CONCRETE NAIL
- SOFT WOOD FOAM MAT (30mm)
- PLYWOOD (30 mm)
- METAL CORRUGATED DECK (8 mm)
- STEEL I BEAM (310 mm)
45° ANGLED METAL ANCHOR
STRUCTURAL CONCRETE WALL
METAL FASCIA
- METAL STANDING SEAM ROOFING
- PLYWOOD (25mm)
- WATER PROTECTION BOARD (16mm)
- ROCKWOOL (51mm)
- METAL CORRUGATED DECK
- METAL PURLIN
- GYPSUM BOARD (13mm)
- PLASTER
- PAINT
- SOFFIT
- FASCIA
- GUTTER
DOWNPIPE
- ROCKWOOL (51 mm)
- DPM (3mm)
- BOARDEX (16mm)
- SEALANT
- STRUCTURAL CONCRETE WALL
- METAL STANDING SEAM ROOFING
- FLASHING
- PROTECTION BOARD
FASCIA
GASKET
STEEL I BEAM
FINISH GRADE
- PAINT
- PLASTER
- BOARDEX GYPSUM BOARD (16 mm)
- ROCKWOOL (8 mmx2)
- CL PROFILE
- AL PROFILE
- CT PROFILE
- BOARDEX GYPSUM BOARD (16 mm)
- DPM BOARD (9 mm)
- CAVITY
- COMPOSITE ALUMINUM CLADDING
METAL FLASHING
- PARQUET (TONGUE&GROOVE)
- PLYWOOD (13 mm )
- DOUBLE PLATE ( 10x10 cm)
- VAPOUR RETARDER
- ROCKWOOL ( 8 mm)
- DPM BOARD (9 mm)
- CONCRETE SLAB ( 20 cm)
- EXTERIOR WATER INSULATION
(3 mm)
- GRAVEL
GASKET
- C PROFILE
- GASKET
SKIRTING
- PVC PIPE (200mm)
- GEOTEXTILE FELT
- GRAVEL
Scale: Date:Sheet #:
ARCH 351METU Fac. of Arch., Dept. of Architecture
Drawn By: 13.01.20172
FINAL EXAM
KADİR GANİOĞLU 1.10
ROOF&WALLCONNECTIONDETAIL
MEZZANINEFLOOR&WALLCONNECTIONDETAIL
STAIR&WALLCONNECTIONSECTIONDETAIL
STAIR&WALLPROFILEDETAIL
GROUNDFLOOR&FOUNDATIONCONNECTIONDETAIL
- WOODEN TREAD
- L SHAPE ANGLED STEEL SUPPORT
- GROUND FLOOR SLAB
RAILING
BOLT
GROUND FLOOR SLAB
RAILING
WOODEN TREAD
L SHAPE ANGLED STEEL SUPPORT
BOLTED CONNECTING PART
CONCRETE NAIL
- SOFT WOOD FOAM MAT (30mm)
- PLYWOOD (30 mm)
- METAL CORRUGATED DECK (8 mm)
- STEEL I BEAM (310 mm)
45° ANGLED METAL ANCHOR
STRUCTURAL CONCRETE WALL
METAL FASCIA
- METAL STANDING SEAM ROOFING
- PLYWOOD (25mm)
- WATER PROTECTION BOARD (16mm)
- ROCKWOOL (51mm)
- METAL CORRUGATED DECK
- METAL PURLIN
- GYPSUM BOARD (13mm)
- PLASTER
- PAINT
- SOFFIT
- FASCIA
- GUTTER
DOWNPIPE
- ROCKWOOL (51 mm)
- DPM (3mm)
- BOARDEX (16mm)
- SEALANT
- STRUCTURAL CONCRETE WALL
- METAL STANDING SEAM ROOFING
- FLASHING
- PROTECTION BOARD
FASCIA
GASKET
STEEL I BEAM
RADE
- PAINT
- PLASTER
RDEX GYPSUM BOARD (16 mm)
- ROCKWOOL (8 mmx2)
- CL PROFILE
- AL PROFILE
- CT PROFILE
RDEX GYPSUM BOARD (16 mm)
- DPM BOARD (9 mm)
- CAVITY
MPOSITE ALUMINUM CLADDING
METAL FLASHING
- PARQUET (TONGUE&GROOVE)
- PLYWOOD (13 mm )
- DOUBLE PLATE ( 10x10 cm)
- VAPOUR RETARDER
- ROCKWOOL ( 8 mm)
- DPM BOARD (9 mm)
- CONCRETE SLAB ( 20 cm)
- EXTERIOR WATER INSULATION
(3 mm)
- GRAVEL
GASKET
- C PROFILE
- GASKET
SKIRTING
PE (200mm)
XTILE FELT
- GRAVEL
Scale: S
ARCMETU Fac. of Arch., Dept. of Architecture
Drawn By:
FINAL EXAM
KADİR GANİOĞLU 1.10
ROOF&WALLCONNECTIONDETAIL
MEZZANINEFLOOR&WALLCONNECTIONDETAIL
STAIR&WALLCONNECTIONSECTIONDETAIL
GROUNDFLOOR&FOUNDATIONCONNECTIONDETAIL
STRUCTURALCONCRETEWALL
- WOODEN TREAD
- L SHAPE ANGLED STEEL SUPPORT
- GROUND FLOOR SLAB
RAILING
CONCRETENAIL
BOLT
GROUND FLOOR SLAB
RAILING
WOODEN TREAD
L SHAPE ANGLED STEEL SUPPORT
BOLTED CONNECTING PART
CONCRETE NAIL
- METAL STANDING SEAM ROOFING
- PLYWOOD (25mm)
- WATER PROTECTION BOARD (16mm)
- ROCKWOOL (51mm)
- METAL CORRUGATED DECK
- METAL PURLIN
- GYPSUM BOARD (13mm)
- PLASTER
- PAINT
- SOFFIT
- FASCIA
- GUTTER
DOWNPIPE
- ROCKWOOL (51 mm)
- DPM (3mm)
- BOARDEX (16mm)
- SEALANT
- STRUCTURAL CONCRETE WALL
- METAL STANDING SEAM ROOFING
- FLASHING
- PROTECTION BOARD
FASCIA
GASKET
STEEL I BEAM
E)
)
m)
R
m)
m)
m)
N
m)
L
Scale: Date:Sheet #:
ARCH 351METU Fac. of Arch., Dept. of Architecture
Drawn By: 13.01.20172
FINAL EXAM
KADİR GANİOĞLU 1.10
ROOF&WALLCONNECTIONDETAIL
STAIR&WALLCONNECTIONSECTIONDETAIL
STAIR&WALLPROFILEDETAIL
GROUNDFLOOR&FOUNDATIONCONNECTIONDETAIL
Point Details
34.
35. 4th year spring design studio
Location: Kiev, UKRAINE
Program : Museum and Research Center
Individual Project
About
The Grain Palace
51. 4th year fall design studio
Location: Antakya, TURKEY
Program : Cultural Exchange Point, Community Center
Individual Project
About
Being Home Everywhere:
an Experiment in Cosmopolitan
Urban Space
52. Concept Scenario
For revive its ancient
memory and connection of
cultures, a new system is
created that artists and
travellers use and give
their skills and ideas for
cities in the route so new
ideas and thoughts
again are transferred by
this way.
In old times
Antakya is on the
connection and intersection
point of the spice route and
silk road therefore it
attracts people from all
around the world because of
its multi cultural
heritage-experie both
in terms of religion
and life.
54. PARALLEL PLOT TO KURTULUS
STREET IS SELECTED.
IT HAS ALSO
BRANCH TO STRENGTHEN RELA-
TON WITH St. PIERRE CHURCH.
ROADS ARE INTERSECTED IN
THE SITE IRREGULARLY.
SITE IS DIVIDED WITH USING
10X10 M SQUARE GRIDS IN
ACCORDANCE WITH CITY’S
PRINCIPLES.
ROADS THAT INTERSECT IN
SITE ARE USED
AS SECONDARY AXIS
TO ELIMINATE IRREGULARITY.
Selection and Approach to Site
57. Life Types of Excavation Grids
ARCHAEOLOGICAL EXCAVATIONS ARE OFFERED
ON THE SITE TO CREATE AWERENESS.
PEOPLE FEEL and TOUCH THEM. DIFFERENT TYPES ARE PLACED IN THEM FOR
EXHIBITION IN SITU, PARK and GREEN SPACE.
