PORTFOLIO
L E I L A H E M M A T I
1
LEILA HEMMATI | ARCHITECT I am an architect who focuses on deepening the relationship between architecture and structural design, considering the construction as a technical tool in the design, but also the fundamental expressive element of the architectural works. I have worked on multidisciplinary projects as an architect, freelance consultant, and designer.I can adapt easily to new situations and eager to learn new techniques also can provide suitable and updated answers to problems tied to the Design and Construction of the complex works.
EDUCATION
POLITECNICO di MILANO
SKILLS
IAU - UNIVERSITY OF ANZALI
• Revit | Revit BIM |Advanced| • Insight - Enscape |Advanced| • Autocad |Advanced| • Illustrator |Intermediate| • Rhinoceros |Pre-Intermediate| • Adobe Indesign |Advanced| • Adobe Photoshop |Advanced| • SketchUp |Pre-Advanced| • Microsoft Office |Advanced| • Lumion |Pre-Advanced| • Desing builder |Pre-Intermediate|
Master of Building architecture
Bachelor of Architectural engineering technology
EXPERIENCES
2020 Feb-Mar
2018-2019
2019 Workshop
2013
CERTIFICATES
Comune di Sesto San Giovanni-Municipality- INTERN
Internship trainee at Council of Sesto San Giovanni which working on Plan for the removal of architectural barriers (P.E.B.A.) in the municipality of Sesto San Giovanni.Main activities and responsibilities: 1. Detects the extent of the “architectural barriers” present on its territory with regard to roads, squares, parks, public buildings, 2. Identifies solutions to overcome the barriers encountered; 3. Determines priorities;4. Design the solutions.
PULLANO Building Maintenance Company- FREELANCE ARCHITECT Main activities and responsibilities: Participation in teamwork as concultant Providing solutions to building architecture problems
Milan International Architecture
Main activities and responsibilities: Participation in teamwork Urban analysis of the lorenteggio zone in milan Conceptual design
(40 sotun 1000 panjereh) Engineering Company - INTERN
Main activities and responsibilities: Residential buildings Design Participation in meetings Interior design consultant Familiar with National Building Regulations
2010
Municipality of district, Rasht, Iran - INTERN
2016 Jan
SEE-AUDIT-Advanced Energy Adit and Simulation in Building NEON AS (Norwegian Inspection center for Energy Optimization )
Main activities and responsibilities: Analysis of statistics Construction
and Design Builder Ltd (UK)
2015 August
2
Second National Conference on Architectural Academic Skills Ruydaad Group (A.E.S.Co)
LANGUAGES • • • •
English Farsi Turkish Italian
(fluent) (native) (fluent) (basic)
C O N T A C T Milan, Italy Hemmatileyla@gmail.com
INDEX 01
ARCHITECTURE, CULTURE, ENVIRONMENT
5
THE SUSTAINABLE RESEARCH CENTER
02
RECONNECT!
25
THE NEW RAILWAY STATION SESTO SAN GIOVANNI
03
HEALTH, PUBLIC
41
THE NEW HOSPITAL
04
THE LINK
49
THE RESTAURANT
05
ULTRA-LIGHTWEIGHT SYSTEM!
61
AN EMERGENCY SHELTER
3
4
01 ARCHITECTURE, CULTURE, ENVIRONMENT THE SUSTAINABLE RESEARCH CENTER
Project: MS, Architectural design for complex construction studio, Thesis Project Politecnico di Milano, Spring 2019 Location: Barreiro,Lisbon south bay According to the social and environmental problems in the district, beside the predicted functions in the development program, the lack of a research center for sustainable purposes and cultural matters is visible.As a local project in the area, providing a centre for the research and improvement of the cultural and environmental sustainability of the area is an important aim we want to gain.
Strength • • • •
Located in west end of Barreiro land, In vicinity of the existing old residential neighborhoods Great access to Lisbon by boat Great waterfront
Weakness
• Locating on the west side of the city, makes the project far from center and developing areas • The land access to the location is limited Opportunities • a great potential to invite people inside the project • The opportunity of providing a social center, • Great for the cultural and sustainability purposes • Ability to have direct connection to water • Opportunity to provide an environmental research center
Treats
• Environmental issues are severe • Vicinity to the school provides some risks
5
Project location
6
Master plan
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10586192
SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10574755
PERSONAL NUMBER : 10550826
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
MASTER PLAN SCLAE: 1.3000 URBAN SECTION SCLAE :2000
Grid System Site plan
Accessibility
Flow of People
Green Areas
7
Ground floor plan
8
1. 2. 3. 4. 5.
Main entrance Information Cafe/Bar Waiting lounge Info stands
6. 7. 8. 9. 10.
Temporary exhibition hall 1 Temporary exhibition hall 2 Lobby hall Management reception Offices
Site: The area, serves the urban area as an important historic zone and an area which people spend their free time there. There is also an important school complex. Site characters: The selected zone to be designed and rehabilitated, is located between the educational and the historic zone. The area is organized in a linear way as well. Form finding process: the linear organization of the two zones beside the site, brings the opportunity of using guidelines for the design of the project and reorganizing the area in a proper geometry.
According to the linear grid of the site, the project is formed into linear layers. each different volume has a special character with reference to a context quality. The first layer, which is dedicated to the entrance and introduction of the complex, presents a linear volume with respect to the school building in height and the rhythmic facade of the existing built in the area. The second layer in the linear exhibition hall. its height is with respect to the historical heritage besides the side. the main building which is presenting a modern research center is the third. it is in 6 levels and one level underground with an underground passage to the waterfront zone. the 3 volumes are connected to each other by a glass bridge, hanged to the 3 of them.
11. Head manager 12. Discussion spot 13. Lockers
9
Ground floor view 10
Green bridge - cennection of two historical and educational sites
Access to
Green bridge (Connection of two historical and educational sites) SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE SUPERVISOR : MARIA GRAZIA FOLLI
Green bridge - cennection of two historical and educational sites
Access to the underground
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, L
Main entra
Access to the underground level
bridge - cennection of two historical and educational sites
Access to the underground
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10574755 PERSONAL NUMBER : 10586192
SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10550826
Main entrance CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
Main entrance (The path of joining three volumes) SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
PERSONAL NUMBER : 10574755
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10586192
SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10550826
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
NORTH WEST ELEVATION SCALE : 1.500 SECTION B-B SCALE : 1.300
Site Accessibility
DIAGRAM OF ACCESSIBILITY
11
North-West elevation
North-East elevation
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
PERSONAL NUMBER : 10574755
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10586192
SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10550826
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
NORTH EAST ELEVATION SCALE : 1.500
South-West elevation
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10586192
SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10550826
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
Green bridge - cennection of two historical and educational sites
12
South-East elevation
Access to the underground
PERSONAL NUMBER : 10574755
Main entrance
SOUT SCAL
Fifth floor plan 1. 2. 3. 4.
Digital library Discussion area Discussion area Open study hall
5. Conference room 6. Waiting area/Lockers 7. Assitance
Fourth floor plan 1. 2. 3. 4. 5. 6. 7.
Open book-archive Discussion area Discussion area Study hall Workspace Green spot Magazine point
8. 9. 10. 11.
Waiting area Research office Research office Research manager
6. 7. 8. 9.
Open study hall Cafe spot Reception/Information Building archive
Third floor plan 1. 2. 3. 4. 5.
Library reception Archive Lockers Study hall Open archive
Second floor plan 1. Coffee lounge 2. Dining area 3. Terrace
4. Conference hall 5. Reception/Information 6. Waiting passage
First floor plan 1. 2. 3. 4. 5. 6. 7.
Cultural research department Show hall Conversation rooms Discussion rooms Study hall Group-study room Archive
8. 9. 10. 11. 12. 13.
Management Temporary cultural exhibition Free discussion area Office Private office Management
13
14
Terrace view
Levels
15
163D Transversal section
17
Axonometric Structure View
Shear walls
Axonometric Structure View
Shear Wall
Shear walls
Shear Wall With Concrete Slab And Walls
Typical beams
Typical Beams
Typical beams and columns
Typical Beams And Columns
Beams and columns combined with concrete slab
Beams And Columns Combined With Concrete Slab
All structural elements combined All Structural Elements Combined
KEY SECTION
Exploed axonometric view of the structure
18 Key section
KEY SECTION
Exploed axonometric view o
Key section
Structure system:
Shear walls
The building is height 35.00 [m] and each floor has 5 meters’ height. The structure in general is based on the typical steel frames. The underground floor, which the parking lots and service areas are located, spreads wide, some structural joints are presented in between the structural grid. The building itself has a separated grid to present the steel frames. Besides, 3 main concrete cores, support the structure by the thick shear walls. On the upper floors, the normal columns are eliminated and vierendeel beams act as a bridge between cores and hold the building floors.
Shear Wall
Vierendeel Beams Vierendeel beams
System description:
Vierendeel Beams With Typical Beams
Different parts of the structure system are demonstrated. First the lower part of the structure to illustrate the position of the cores and steel frames. The upper part of the structure which gives the suspend concept of the project reality.
Vierendeel beams with typical beams
Vierendeel Beams Combined With Concrete Slab And Typical Beams
Vierendeel beams combined with concrete slab and typical beams
10.0
RIGID NODE
All Structural Elements Combined
All structural elements combined SUPPORT BEAM
VIERENDEEL BEAM
STRUCTURE ELEMENTS
COLUMN
of the structure
RIGID NODE
10.0
3.6
TENSION
DEFORMATION
AXIAL FO
SUPPORT BEAM
19
DET E: SLAB CUT AND RAILING DET E: SLAB CUT AND RAILING 1. 2. 3. 4. 5. 6. 7. 8. 9. 1
2
1
2
3
4
5
3
4
5
6
7
6
1. FLOOR FINISHING, RUBBER FLOOR 2. SCREED FLOOR RUBBER FLOOR 3. FINISHING, THERMAL INSULATION (MINERAL WOOL) SCREED 4. WELDMESH THERMAL INSULATION 5. CONCRETE SLAB(MINERAL WOOL) WELDMESH 6. HOLLOW BLOCK CONCRETE SLAB 7. STEEL BEAM HOLLOW BLOCK 8. STEP CEILING HANGER STEEL 9. BEAM PLASTERBOARD STEP CEILING HANGER PLASTERBOARD
7
8 8
9 9
DET E DET E
DET F: STRUCTURAL JOINT OF THE SLAB DET F: STRUCTURAL JOINT OF THE SLAB
1
2
1
2
3
4
5
3
4
5
6
7
8 8
6
1. 2. 3. 4. 5. 6. 7. 8. 9.
1. FLOOR FINISHING, RUBBER FLOOR 2. SCREED FLOOR RUBBER FLOOR 3. FINISHING, THERMAL INSULATION (MINERAL WOOL) SCREED 4. WELDMESH THERMAL INSULATION 5. CONCRETE SLAB(MINERAL WOOL) WELDMESH 6. HOLLOW BLOCK CONCRETE SLAB 7. STEEL BEAM HOLLOW BLOCK 8. STEP CEILING HANGER STEEL 9. BEAM PLASTER STEP CEILING HANGER PLASTER
1. 2. 3. 4. 5. 6. 7. 8. 9.
1. FLOOR FINISHING, RUBBER FLOOR 2. SCREED FLOOR RUBBER FLOOR 3. FINISHING, THERMAL INSULATION (MINERAL WOOL) SCREED 4. CONCRETE THERMAL INSULATION 5. IGLU SYSTEM (MINERAL WOOL) CONCRETE 6. LIGHT CONCRETE IGLU 7. SYSTEM EARTH LIGHT 8. CONCRETE VAPOUR BARRIER EARTH 9. CONCRETE FOUNDATION VAPOUR BARRIER CONCRETE FOUNDATION
7
9
9
DET G: STRUCTURAL JOINT IN FOUNDATION DET G: STRUCTURAL JOINT IN FOUNDATION
1
20
Wall section
2
1
2
3
4
5
3
4
5
6
7
6
7
8 8
DET F DET F
9
9
DET G School of Architecture, Urban Planning, Construction Engineering Supervisor : Maria Grazia Folli Academic Year 2019-2020 Professors : Corrado Pecora , Giovanni Dotelli , Lavinia Ciara Tagliabue , SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING School ofLaurea Architecture, Urban Planning, to Construction Engineering Supervisor : Maria Grazia Folli Magistrale (Equivalent Master of Science) Francesco Romano School of Architecture, Urban Planning, Construction Engineering SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING PERSONAL NUMBERDotelli :Academic 10574755 Academic Year 2019-2020 Professors : Corrado Pecora , Lavinia Tagliabue , Thesis Study Programme Architecture-Building Architecture STUDENT : ROJIN JAHANGIRRAD Studio Assistants : , Giovanni YearCiara 2019-2020 SCHOOLRomano OF ARCHITECTURE, URBAN PLANNING, ENGINEERING LAUREA MAGISTRALE (EQUIVALENT TOCONSTRUCTION MASTER OFPlanning, SCIENCE) Laurea Magistrale (Equivalent to Master of: Science) Francesco School of Laurea Architecture, Urban Construction Engineering Rojin Jahangirrad - Persone code 10574755 Magistrale (Equivalent to Master of Science) SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING THESIS STUDY PROGRAMME ARCHITECTUREThesis - BUILDING ARCHITECTURE STUDENT : LEILA HEMMATI NUMBER :Thesis 10586192 Study Programme Architecture-Building Architecture Studio Assistants : PERSONAL Academic Year 2019-2020 Study Programme Architecture-Building Architecture Leila Hemmati - Person code : LAUREA MAGISTRALE (EQUIVALENT TOARCHITECTURE MASTER OF SCIENCE) THESIS STUDY PROGRAMME - BUILDIN ARCHITECTURE Rojin Jahangirrad - Persone code : 10574755 Laurea Magistrale (Equivalent to Master of:Science) Rojin Jahangirrad - Persone code 10574755 THESIS STUDY :PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE SUPERVISOR : MARIA GRAZIA FOLLI STUDENT : PARMIS HADIYANI PERSONAL NUMBER 10550826 Thesis Study Programme Architecture Leila Hemmati - Person code : Leila Hemmati - Architecture-Building Person code :
Barreiro Analysis Scale 1: 6000 STUDENT : Barreiro Analysis Supervisor : Maria Grazia Folli PERSONAL NUMBER WALL :SECTION Scale 1: Tagliabue 6000 Professors : Corrado Pecora1, Giovanni Dotelli , Lavinia Ciara , STUDENT : SCALE : 1.50 Supervisor : Maria Grazia Folli Francesco Romano PERSONAL NUMBER : 10574755 PERSONAL NUMBER : STUDENT : ROJIN JAHANGIRRAD Professors : Corrado Pecora: , Giovanni Dotelli , Lavinia Ciara Tagliabue , Studio Assistants Francesco Romano Studio Assistants :
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10586192
DET G STRUCTURE DETAILS Barreiro Analysis SCALE 1.20 Scale 1: 6000 STRUCTURE DETAILS Barreiro Analysis SCALE 1.20 WALL SECTION 2 WALL SECTION Scale 1: 6000 SCALE : 1.50 SCALE 1.50 WALL SECTION
DET : CURTAIN WALL
DET A: THE ROOF DET A:EDGE THE ROOF EDGE
1 2 3 4 5 6
7
7
8 9
8 9
10
10
11
11
12
12
1 2 3 4 5 6
13 14
1. 2. 3. 4. 5. 6. 7.
ROOF FINISHING SCREED VAPOUR BARRIER THERMAL INSULATION (MINERAL WOOL) CONCRETE SLAB STEEL BEAM WATER DRAINAGE
8. 9. 10. 11. 12. 13. 14.
GLASS FRAME INSULATION STEEL MESH VERTICAL ELEMENT STEEL MESH HORIZONTAL ELEMENT SUNTUITIVE THERMOCHROMIC GLASS STEP CEILING HANGERS PLASTERBOARD
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.
ROOF 1. FINISHING ROOF FINISHING SCREED 2. SCREED VAPOUR 3. BARRIER VAPOUR BARRIER THERMAL 4. INSULATION THERMAL INSULATION (MINERAL WOOL) (MINERAL WOOL) CONCRETE 5. SLAB CONCRETE SLAB STEEL 6. BEAMSTEEL BEAM WATER7.DRAINAGE WATER DRAINAGE GLASS8.FRAME GLASS FRAME INSULATION 9. INSULATION STEEL 10. MESH STEEL VERTICAL MESH ELEMENT VERTICAL ELEMENT STEEL 11. MESH STEEL HORIZONTAL MESH HORIZONTAL ELEMENT ELEMENT SUNTUITIVE 12. SUNTUITIVE THERMOCHROMIC THERMOCHROMIC GLASS GLASS STEP CEILING 13. STEP HANGERS CEILING HANGERS PLASTERBOARD 14. PLASTERBOARD
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26.
PARAPET 1. STONE PARAPET COVERZ STONE COVERZ WALL 2. FINISHING, WALLEQUITONE FINISHING,PANEL EQUITONE PANEL VAPOUR 3. BARRIER VAPOUR BARRIER SCREED 4. SCREED BRICK 5. BRICK EQUITONE 6. PANEL EQUITONE PANEL THERMAL 7. INSULATION, THERMAL INSULATION, MINERAL WOOL MINERAL WOOL VAPOUR 8. BARRIER VAPOUR BARRIER GYPSUM 9. PLASTERBOARD GYPSUM PLASTERBOARD WITH VAPOUR WITH BARRIER VAPOUR BARRIER FACADE 10.CONNECTION FACADE CONNECTION TO THE WALLTO THE WALL GYPSUM 11. PLASTERBOARD GYPSUM PLASTERBOARD WITH VAPOUR WITH BARRIER VAPOUR BARRIER AIR CAVITY 12. AIR CAVITY THERMAL 13. INSULATION, THERMAL INSULATION, MINERAL WOOL MINERAL WOOL AIR CAVITY 14. AIR CAVITY GYPSUM 15. PLASTERBOARD GYPSUM PLASTERBOARD WITH VAPOUR WITH BARRIER VAPOUR BARRIER CERAMIC 16. TILES CERAMIC TILES SCREED 17. SCREED VAPOUR 18. BARRIER VAPOUR BARRIER THERMAL 19. INSULATION, THERMAL INSULATION, MINERAL WOOL MINERAL WOOL SCREED 20. SCREED WELDMESH 21. WELDMESH CONCRETE 22. SLAB CONCRETE SLAB HOLLOW 23. BLOCKS HOLLOW BLOCKS STEEL 24. BEAMSTEEL BEAM STEP CEILING 25. STEP HANGER CEILING HANGER PLASTERBOARD 26. PLASTERBOARD
14. AIR CAVITY 15. GYPSUM PLASTERBOARD WITH VAPOUR BARRIER 16. CERAMIC TILES 17. SCREED 18. VAPOUR BARRIER 19. THERMAL INSULATION, MINERAL WOOL 20. SCREED 21. WELDMESH 22. CONCRETE SLAB 23. HOLLOW BLOCKS 24. STEEL BEAM 25. STEP CEILING HANGER 26. PLASTERBOARD
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15.
STONE1.TILESSTONE TILES SCREED 2. SCREED SOIL 3. SOIL THERMAL 4. INSULATION THERMAL INSULATION VAPOUR 5. BARRIER VAPOUR BARRIER CONCRETE 6. CONCRETE FLOOR7.FINISHING FLOOR FINISHING SCREED 8. SCREED THERMAL 9. INSULATION, THERMAL INSULATION, MINERAL WOOL MINERAL WOOL SCREED 10. SCREED CONCRETE 11. SLAB CONCRETE SLAB WELD12. MESHWELD MESH CONCRETE 13. CONCRETE HOLLOW 14. BLOCKS HOLLOW BLOCKS STEEL 15. BEAMSTEEL BEAM
9. 10. 11. 12. 13. 14. 15.
THERMAL INSULATION, MINERAL WOOL SCREED CONCRETE SLAB WELD MESH CONCRETE HOLLOW BLOCKS STEEL BEAM
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.
SOIL 1. SOIL THERMAL 2. INSULATION, THERMAL INSULATION, MINERAL WOOL MINERAL WOOL VAPOUR 3. BARRIER VAPOUR BARRIER CONCRETE 4. CONCRETE PLASTER 5. PLASTER GRAVEL 6. GRAVEL LIGHT 7. CONCRETE LIGHT CONCRETE IGLU 8. IGLU CONCRETE 9. CONCRETE THERMAL 10. INSULATION, THERMAL INSULATION, MINERAL WOOL MINERAL WOOL CONCRETE 11. CONCRETE FLOOR12. FINISHING, FLOORCERAMIC FINISHING, TILES CERAMIC TILES EARTH13. EARTH
8. 9. 10. 11. 12. 13.
IGLU CONCRETE THERMAL INSULATION, MINERAL WOOL CONCRETE FLOOR FINISHING, CERAMIC TILES EARTH
13 14
The roof edge detail DET B: THE TERRACE DET B: THE parapet TERRACE parapet
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
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9
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16 17 18 19
16 20172118221923 24 20 21 22 23 24
25
26
25
26
1. 2. 3. 4. 5. 6. 7. 8. 9.
PARAPET STONE COVERZ WALL FINISHING, EQUITONE PANEL VAPOUR BARRIER SCREED BRICK EQUITONE PANEL THERMAL INSULATION, MINERAL WOOL VAPOUR BARRIER GYPSUM PLASTERBOARD WITH VAPOUR BARRIER 10. FACADE CONNECTION TO THE WALL 11. GYPSUM PLASTERBOARD WITH VAPOUR BARRIER 12. AIR CAVITY 13. THERMAL INSULATION, MINERAL WOOL
The terrace parapet detail
DET C: EXTERIOR DET C: WALL EXTERIOR TO GROUND WALL TOFLOOR GROUND FLOOR
1
2
3
1
2
3 4
5
64
5
6 7
8
9
710
11 8
12 9
10 13
11 14
12 15
13
14
15
1. 2. 3. 4. 5. 6. 7. 8.
STONE TILES SCREED SOIL THERMAL INSULATION VAPOUR BARRIER CONCRETE FLOOR FINISHING SCREED
Exterior wall to the ground floor detail DET D: THE RETAINING DET D: THEWALL RETAINING WALL 1
1
2
2
3
3
4
4
5
5 6 7 8 9 10 6 117 128 13 9 10 11 12 13
1. 2. 3. 4. 5. 6. 7.
SOIL THERMAL INSULATION, MINERAL WOOL VAPOUR BARRIER CONCRETE PLASTER GRAVEL LIGHT CONCRETE
The retaining wall detail SCHOOL OF ARCHITECTURE, SCHOOL OF ARCHITECTURE, URBAN PLANNING, URBAN CONSTRUCTION PLANNING, CONSTRUCTION ENGINEERING ENGINEERING
STUDENT : STUDENT : PERSONAL NUMBER PERSONAL : NUMBER : SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING LAUREA MAGISTRALE LAUREA(EQUIVALENT MAGISTRALETO (EQUIVALENT MASTER OFTO SCIENCE) MASTER OF SCIENCE)
STUDENT : ROJIN JAHANGIRRAD
PERSONAL NUMBER : 10574755
STRUCTURE DETAILS STRUCTURE DETAILS SCALE 1.20 SCALE 1.20
21 DETAILS OF WALL SECTION 1 (A,B,C,D)
CUMULATIVE INSOLATON DURING THE SUMMER FIFTH FLOOR
PRIVATE
FOURTH FLOOR
COMMON AREA • LOBBY • WAITING AREA • PASSAGES • RECEPTION • INFORMATION
OFFICE • DISCUSSION AREA • CONFERENCE ROOM • WORKSPACE • RESEARCH OFFICE • MAGAZINE POINT • MANAGEMENT • ARCHIVE
COMMON AREA • LOBBY • WAITING AREA • PASSAGES • RECEPTION • INFORMATION
EDUCATION LIBRARY • DISSCUSSION • STUDY HALL ROOM • RECEPTION • STUDY ROOM • ARCHIVE • ARCHIVE • OPEN ARCHIVE • MANAGEMENT • DIGITAL LIBRARY • GROUP STUDY HALL • LOCKER
LIBRARY RESTAURANT.CAFE • STUDY HALL • RECEPTION • ARCHIVE • OPEN ARCHIVE • DIGITAL LIBRARY • LOCKER
GREEN BOX
PUBLIC
THIRD FLOOR
Public
Private
14%
SECOND FLOOR
Under ground ceiling on which green apace will placed .
ACCESSIBILITIES TECHNICAL AREA • TECHNICAL ROOM • STAIRS • ELECTRICITY ROOM • LIFT • HVAC ROOM • STORAGE The roof of the building where the photovoltaic panels • WATER CIRCULATION SYSTEM will be placed to absorb the energy.
GREEN BOX
AMPHITHEATER
Semi public
PARKING
Under ground ceiling on which green apace and pavements will placed . Public
PEAK INSOLATION OF HOURLY 1000 Wh SOLAR ANALYSIS
RESTAURANT.CAFE
Private
Semi public
14%
19%
FIRST FLOOR
19%
66%
GROUND FLOOR
66%
Table 1 Public UNDERGROUND FLOOR
Waiting area/lobby
Waiting area/lobby
Office
Office
Restaurant
Restaurant Amphitheater/exhibition
Amphitheater/exhibition Library Library Education
Table 1
Public
6.696
1.387 1.667
Private
Semi public
Private
Semi public
6.696 2.816 2.816
1.387 1.667
1.504
Education
616
Total
Total
9.750
2.816
9.750
2.816
Functions 08: 00 AM
09: 00 AM
10: 00 AM
08: 00 AM
11: 00 AM
Daylight analysis
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Chart 1 5.000
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Chart 1
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CUMULATIVE INSOLATON DURING THE SUMMER CUMULATIVE INSOLATON THE SUMMER CUMULATIVE INSOLATON DURINGDURING THE SUMMER MULTI DAY SUMMER SOLAR STUDY DIAGRAM
CUMULATIVE INSOLATON DURING THE SUMMER
MULTI DAY SUMMER SOLAR STUDY DIAGRAM
MULTI DAY WINTER SOLAR STUDY DIAGRAM
Under ground ceiling on which green apace will placed .
The roof of the building where the photovoltaic panels will be placed to absorb the energy.
Under ground ceiling on which green apace and pavements will placed .
PEAK INSOLATION OF HOURLY 1000 Wh SOLAR ANALYSIS Under ground ceiling onapacewhich The roof building where Under ground ceiling on which green will placed . The roof of the buildingof wherethe the photovoltaic panels Under ground ceiling on which green apace will placed . Theberoof of the building where the photovoltaic panels will placed to absorb the energy. will to of absorb the building energy. Underground ceiling which green apace placed . be placed The roof the the photovoltaic panels ceiling onon which green apace willwill placed . the The roof theofbuilding wherewhere the photovoltaic panels green apace Under willground placed. photovoltaic panels will be willplaced be placed to absorb the energy. will be to absorb the energy. PEAK INSOLATION OF HOURLY 1000 Wh SOLAR ANALYSIS placed to absorb the energy. PEAK INSOLATION OF HOURLY 1000 Wh SOLAR ANALYSIS
Under ground ceiling on which green apace will placed.
Under ground ceiling on which green apace Under ground ceiling. on which green apace and pavements will placed andUnder pavements will placed .which green Under ground on which green apace ground ceiling on ceiling apace and pavements and pavements will placedwill . placed .
PEAK INSOLATION ANALYSIS PEAK INSOLATIONOF OFHOURLY HOURLY1000 1000 Wh Wh SOLAR ANALYSIS
Multi day summer solar study diagram
MULTI DAY WINTER SOLAR STUDY DIAGRAM MULTI DAY WINTER SOLAR STUDY DIAGRAM
Cumulative insolation during the summer 08: 00 AM 08: 00 AM
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Multi day winter solar study diagram
BUILDING BEHAVIOUR IN SUMMER BUILDING BEHAVIOUR IN SUMMER
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BUILDING BEHAVIOUR IN WINTER BUILDING BEHAVIOUR IN WINTER
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Building behaviour in summer
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BUILDING BEHAVIOUR IN WINTER
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING SUPERVISOR : MARIA GRAZIA FOLLI THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : LEILA HEMMATI PERSONAL NUMBER : 10586192 STUDENT : ROJIN JAHANGIRRAD PERSONAL NUMBER : 10574755 STUDENT : PARMIS HADIYANI PERSONAL NUMBER : 10550826 STUDENT : LEILA HEMMATI PERSONAL NUMBER : 10586192 ACADEMIC YEAR 2019-2020 STUDENT : PARMIS HADIYANI PERSONAL NUMBER : 10550826
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABUSTUDENT : ROJIN ACADEMIC YEAR 2019-2020 SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING JAHANGIRRAD
PERSONAL NUMBER : 10574755
PERSONAL NUMBER : 10574755
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
STUDENT : ROJIN JAHANGIRRAD PERSONAL NUMBER : 10574755 STUDENT : LEILA HEMMATI PERSONAL NUMBER : 10586192
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : LEILA HEMMATI PERSONAL NUMBER : 10586192 STUDENT : PARMIS HADIYANI PERSONAL NUMBER : 10550826
SUPERVISOR : MARIA GRAZIA FOLLI CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
STUDENT : PARMIS HADIYANI ACADEMIC YEAR 2019-2020
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
PERSONAL NUMBER : 10550826
11: 00 AM
SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
PERSONAL NUMBER : 10574755
SOLAR STUDY DIAGRAM
THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING SUPERVISOR : MARIA GRAZIA FOLLI THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : LEILA HEMMATI STUDENT : ROJIN JAHANGIRRAD STUDENT : PARMIS HADIYANI STUDENT : LEILA HEMMATI ACADEMIC YEAR 2019-2020 STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10586192 PERSONAL NUMBER : 10574755 PERSONAL NUMBER : 10550826 PERSONAL NUMBER : 10586192
BUILDING BEHAVIOUR IN SUMMER SOLAR STUDY DIAGRAM AND WINTER
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
BUILDING BEHAVIOUR IN SUMMER AND WINTER
PERSONAL NUMBER : 10550826
CUMULATIVE INSOLATION STUDY PEAK INSOLATION OF HOURLY CUMULATIVE INSOLATION STUDY (1000 W) SOLAR ANALYSIS PEAK INSOLATION OF HOURLY (1000 W) DAYLIGHT ANALYSIS SOLAR ANALYSIS DAYLIGHT ANALYSIS CUMULATIVE INSOLATION STUDY
CUMULATIVE INSOLATION STUDY PEAK INSOLATION OF HOURLY (1000 W) PEAK INSOLATION OF HOURLY SOLAR ANALYSIS (1000 W) SOLAR ANALYSIS DAYLIGHT ANALYSIS
ACADEMIC YEAR 2019-2020
DAYLIGHT ANALYSIS
Building behaviour in winter
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SCHOOL OF ARCHITECTURE, URBAN PLANNING, CONSTRUCTION ENGINEERING
STUDENT : ROJIN JAHANGIRRAD
PERSONAL NUMBER : 10574755
STUDENT : LEILA HEMMATI
PERSONAL NUMBER : 10586192
SUPERVISOR : MARIA GRAZIA FOLLI
STUDENT : PARMIS HADIYANI
PERSONAL NUMBER : 10550826
CO-SUPERVISORS : CORRADO PECORA, GIOVANNI DOTELLI, FRANCESCO ROMANO, LAVINIA CHIARA TAGLIABU
ACADEMIC YEAR 2019-2020
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THESIS STUDY PROGRAMME ARCHITECTURE - BUILDING ARCHITECTURE
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SOLAR STUDY DIAGRAM
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BUILDING BEHAVIOUR IN SUMMER AND WINTER
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02 RECONNECT! THE NEW RAILWAY STATION SESTO SAN GIOVANNI, MILAN Project: MS, Architectural design for complex construction studio Politecnico di Milano, 2018 Where the Sesto FS station is located today, we design a new bridge railway station to reconnect the historical and the one that will grow progressively, reducing the sense of separation that the two sides are suffering today. The new pedestrian pass also serves to make the connection between the two parts easier and more natural city.In this area, urban stitching between the two edges of the city is physically carried out. With the bridge station, pedestrians can cross the rail barrier. The underpass is instead intended for public transport, in continuity with via Montegrappa and as an access to the underground car parks. Functonal brief of the new station: 1. FF SS Railway: 8 railway lines, 5 suburban and regional railway lines, 3 national and international railway lines. Indoor spaces: kiosks, Polfer offices (around 50 sqm), Waiting area (around 50 sqm), Ticket dispensing machines area + Small ticket office (around 50 sqm), 5 FF SS places (around 20 sqm/each), Technical spaces (around 500 sqm), Small commercial activities: bar, newspaper stand, food kiosks (around 200 sqm) 2. MM Subway 3. Public and private mobility: Bus stop and bus services for 9 lines: platforms with canopies and waiting areas; Car parking: 300 lots so divided: 150 parking lots, Bike parking with a kiosk for renting and repairing bikes
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CONCEPT While looking in the north-east direction from the site, you see Resegone mountain in your view. Their special shape is an important image in people's minds. Their importance is very effective in the site views. In the design of the station, we tried to inject an inspiration of the mountains view into the form of the inhabited bridge.
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The new railway station
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The modular system of roof Functional spaces on the first floor Pillars
Waffle slab
Functional spaces on ground floor Roof of underground Parking and functional spaces on underground
Exploded view of different levels
Access to the bridge and platform
The modular system of the roof
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Site plan
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Urban section
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Ground floor plan
Elevation 32
First floor plan
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Longitudinal section
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Glass coating CCG system,corner clamped glass RHS profile End-face connector for the profiles Roof support pile RHS profiles
The welded joint of the profiles
Roof support pile Elevator system .RHS profiles .Connection of the roof supports to the concrete slab .Slab reinforcement mesh Cast in place waffle slab Rebars of the waffle slab
Precast post-tentioned pillar
Floor finishing Reinforced concrete slab 10cm
Gravel layer
Natural soil
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Transversal section
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The structure system is divided into two main systems.one is a visualy heavy concrete structure for the essential pillars to hold a cast-inplace two way waffle slab.pillars are precast post-tentioned.
the other system is the light-weight roof which has a freeform steel and glass structure. the form is produced by the repeating module of steel box profiles that hold the glazed glass coating on top of it.
the pressure of the roof comes on the slab and by the main beams goes to the pillars.
Main structure
Pillar 38
The node, is the welded end-face connector WABI-1, which was developed by Waagner-Biro AG, Vienna, Austria, for the courtyard roof of the biritish museumin london. the node consists of a star-shaped plate with 5 or 6 arms. each arm runs between adjacent structural members. these nodes are made from thick plates by cutting perpendicular to the plate surface. the end-faces of the structural members have a double m tro cut to match with the corresponding node gap between adjacent arms. the thickness of the node plate is less than the height o the connected structural members. top and bottom surface of the node plates are connected to the members by fillet welds, the side surfaces are connected by butt welds. horizontal, vertical and twist angles of structural members at this node can be accommodated by the geometry of the double mitre cuts at the end of the members. high bending moments, up to the ful member strength, can be transferred.
Glass coating CCG system,corner clamped glass RHS profile End-face connector for the profiles RHS piles
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Box section profile
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Glass reiling .Connection of the roof supports to the concrete slab
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Main beam to hold the pillars Cast in place reinforced concrete waffle slab Precast post-tentioned pillar
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Steel reiing- main stairs to the bridge Brick wall Window opening in the wall Inner space of the info point Steel reiing- main stairs to the bridge Dividing partition Ribbed slab reinforced concrete 20cm Beam Main beam Suspended ceiling holder Suspended ceiling
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Reinforced concrete columns
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of Double glazed glass storefront
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Lean concrete 8cm Thermal insulation 20cm Reinforced concrete slab 10 cm IGLU spider system
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Lean concrete 10cm
Piles connection to the slab
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03 HEALTH, PUBLIC
THE NEW HOSPITAL Project: BA, Architectural design studio Azad university Location: Rasht, Iran the architectural design of hospital buildings has faced great changes. These changes are coming from a vital role that these types of buildings will play in city context and society as urban features. Wide Surveys on the typology of current health centers in IRAN leads to such disappointing results, for years these buildings have been built on the base of repetition of some pre-designed blocks, which are covered with a shell around as building and finalized as the building of the hospital. So complicated network of path are generated which mostly are very narrow and dark corridors that arouse sense of fear and stress in users more and more, hence this is the time to redefine and re-evaluate the values that are affecting hospitals and healthcare centers quality of services that leads users to calmness during their experiences in these types of centers. Designing hospitals is not becoming too much problematic issues just because of its mostly huge scale in design but the critical points comes out as it should be considering interconnection of such very complicated functions that covers areas from medical science to engineering, psychology, etc. Those mentioned areas are always faced with vital changes by time, even day by day. Best solutions are desired as inevitably these types of places affecting peoples feelings so directly There are values that should be considered which persuade comfort feelings and reduce stress and pain in patients, like perfect distribution of areas, shape of volume, alignment to site’s context, view to outside, green spaces, furnishing, materials, color, and light.
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The location of the project
Site plan
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Second floor plan
Fifth floor plan
First floor plan
Fourth floor plan
Ground floor plan
Third floor plan
Underground floor plan
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Inpatients care section
Administrative department Specialized hospital sections
Clinic
The design of the hospital has attempted to provide the best possible performance of the spaces and reduced the complexity of internal relationships to make the spaces more accessible. There is a 24-hour clinic next to the hospital for quick and convenient access. The hospital is appropriately distanced from the streets by a green space filter to reduce noise pollution.
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04 THE LINK
THE RESTAURANT Project: MS, Architecture construction studio Politecnico di Milano, 2018 Locatio: Fagnano olona, Milan The site is located between two cities and therefore our idea is: • The link between two cities and give life to a dead urban territory • Adding functions to this space to improve communication between two cities • Creating space for people to gathering for multiple sports activities • Creating calm area for relaxing and Enjoy the nature The purpose of the project is to create an architectural space with the challenge of the structural design. • • • • • • • • •
Safety Harmony with the architectural project Cost Struttural conception Shape of the structure Materials of the structure Pre-sizing Detailed design Design of construction details
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Master plan
Industrial area includes factories Existing buildings with new functions and intervention New restaurant The designed site
Green space The residentional area - two different cities River Main roads
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52Site plan
The objective of the project activity was to design a building or rehabilitate one of the existing buildings with details while integrating the design project in a broader activity of study and measurement of the design site and contexts. The main idea of the masterplan is to define a low-cost and low-environmental-impact strategy of intervention for rehabilitating the area and reinforcing its meaningfulness and usefulness for the common good by the construction of architectural buildings. The necessity of keeping the construction costs low derives from the low power of the expense of both the association of volunteers owning the site and the municipalities owning the park areas around it. the designed functions for the existng buildings are the library, childrens playground, different restaurant and bars, green space, etc, which creates a connection point between two cities and the new restaurant create new space that people can gather and enjoy of the beautiful surrounding area.
1. Restaurant hall 2. Kitchen 3. Wc
4. Storage 5. Staff room
Ground floor plan
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Elevation
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Transversal and longitudinal sections
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Interior
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05 ULTRA-LIGHTWEIGHT SYSTEM! EMERGENCY SHELTER
Project: MS, Design of ultra-lightweight building system Politecnico di Milano, 2017 what is been designed is a lightweight capsule that can be used in extreme situations like an office, a living unit or any other purpose. it has been tried to design the units flexible to be capable of use in many different functions as the user needs it. Chartaghi, the fire temples in ancient Persian Emperor, built with an interesting structural method with 4 arcs to hold the weight of the brick roof. Using these arcs to build a similar architectural form with a membrane with a much lighter weight, even visually, was an interesting transformation from past to present.
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The design process started with two arcs intersection and providing a cross form. Furthermore, four other arcs connected to the end of the two main arcs and provided anchors of a square-shaped form. Historical Concept: Chartaghi, the fire temples in ancient Persian Emperor, built with an interesting structural method with 4 arcs to hold the weight of the brick roof. Using these arcs to build a similar architectural form with membrane with a much lighter weight, even visually, was an interesting transformation from past to present. Visual lightness: while designing an ultra-light-weight structure, beside the real weight of the built structure, it should be visually light as well. For this reason, the chosen material to be used must be light in weight and also has the ability to create visually light forms. Modular form: as we are designing structure for emergency situations and for inexperienced people in construction. There are some points we have to notice in our design: easy carrying, easy installment and easy expanding. Flexible program: in the emergency situations as earthquake, there are plenty of functions, which must take place in the area,such as an office for Red Cross and some tents which work as temporary houses. Each family in that situation prefer to have the most comfortable place for their activities. By designing the structures flexible they will feel more like home in those temporary places provided for them, because they can decide what is the exact form of their place. This feature can also work for different number of person in families and groups. Material: the materials used in this structure should have an ability to be recycled. It can be natural like bamboo or industrial such as steel, aluminum, PVC pipe. PVC pipe structures with textile: The PVC material allows us to create curved forms with pipes easily and they can build a frame for the textile which we can put on top of it.
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The pieces will fit inside a 2.50x4.00x0.40 wooden box. The wooden box parts will be used as the floor for the tent. The total volume of the box is 4 cubic meters. The kit is composed by: 4 main arcs (inner curves) 4 side arcs 4 pipes (floor frame) Folded textile Wooden box Other relevant components such as connectors and accessories
Section
Plan
3D view DESIGN PROCESS
Dimensions
Different designs to fit the number of people
Kit pieces
Connectors
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Conceptual design
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Thank you
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