ARCHITECTURE PORTFOLIO CHUN TUNG THOMAS TSE
Bachelor of Environments - Architecture 2015 - 2017
EDUCATION 2015-2017 University of Melbourne - Bachelor of Environments 2014-2015 Trinity College of University of Melbourne 2009-2014 The Chinese Foundation of Secondary School (Hong Kong)
SKILLS
CONTACT Chun Tung (Thomas) Tse
PHONE +852 60181143 EMAIL Thomas789852@gmail.com LANGUAGE English, Cantonese, Chinese
AutoCAD Revit Rhinoceros Grasshopper Sketchup Vray Photoshop Indesign Illustrator Lightroom Microsoft Office
EXHIBITIONS Construction Design Exhibition /MSDX 2017 Studio Water Model Exhibition / 2016 Digital Design And Fabrication / MSDX 2016
CONTENT 01 ‘SPORTS ACTIVATOR’ STUDIO FIRE
02 ‘WESTERN BACE’ CONSTRUCTION DESIGN
03 ‘SEASHELL’ STUDIO AIR
04 ‘HAMPTON HOUSE’ CONSTRUCTION ANALYSIS
05 ‘INTERCHANGE’ STUDIO WATER
06 ‘THE SPIKY POD’
DIGITAL DESIGN AND FABRICATION
07 OTHER WORKS ‘RECIPROCAL SHELTER’ AA VISITING SCHOOL SEOUL
‘ORDINARY SECRET’ STUDIO EARTH
01 SPORTS ACTIVATOR YEAR 3 - STUDIO FIRE
The project prief is to propose a new learning centre complex including a General Learning Areas, Renaissance Centre and a Sports Department for senior students in the University High School. The University High School is known for being dynamic and forward thinking, with various extension programs and specialist facilities. Design respond is to save as much open space as possible by keeping the building thin and is built on top and extended from existing buildings. Sports court is floating on top of 3 existing buildings, creating a new pathway for student to get into other buildings through sports activities, which activate the space itself and create connection between buildings. Open space, as a result can be placed with a open match level soccer pitch for a more welcoming community from neighbourhood which again, activate the site with ‘sports’.
view looking from north-east of site
CONCEPT DIAGRAMS
SCHOOL
SITE PLAN
PUBLIC
CONNECTING SCHOOL AND COMMUNITY
RESERVE OPEN SPACE
CIRCULATION AROUND SCHOOL
ICONIC IMAGE
FUTURE EXPANSION
SPORT COURT CONNECTING THE SCHOOL
looking from court towards north entrance
space in between building and open space
1:50 DETAILED SECTION
GROUND FLOOR PLAN 1:200
FIRST FLOOR PLAN 1:200
SECOND FLOOR PLAN 1:200
SECTION AA
THIRD FLOOR PLAN 1:200
FORTH FLOOR PLAN 1:200
FIFTH FLOOR PLAN 1:200
SECTION BB
02 The WESTERN BACE
YEAR 3 - CONSTRUCTION DESIGN The structural study is based on The Western BACE (6 Degree Architects) in Melton South which students are required to produce an allocated axonometric drawings and model of a particular section both at 1:20 scale. Drawing communication, build process and materials were detailly studied to produce such works. Knowledge of reading shop drawings, detailed building sequences, materiality were acquired from the studio.
1 FOUNDATIONS 1.1 BASALT ROCK - 0.9M DEPTH 1.2 SILTY CLAY - 0.6M DEPTH 1.3 CLAYEY SILT - 0.15M DEPTH 1.3 GROUND FILL 2 FOOTINGS 2.1 MASS CONCRETE TO BE 100MM LOWER THAN BASULT ROCK LAYER 2.2 0.2 POLYTHENE MEMBRANE 2.3 100MM COMPRESSIBLE CARDBOARD VOID FORMER 2.4 450 WIDTH STRIP FOOTING, 4-L12 TOP AND BOTTOM 2.5 2000MM X 2000MM PAD FOOTING (PF1), 600 DEPTH MINIMUM, N16 BARS TOP @250 CTS; N20 BARS BOTTOM @250 CTS. 2.6 150MM RAMP (127.880)
9.3
9.1
FFL137.00
9.6
9.8
9.8 10.3
9.1
9.1 9.2 10.4
FFL135.50
9.1
9.9
4 MASONRY 4.1 90MM EXTERIOR BLOCKWORK 4.2 190MM CORE FILLED BLOCKWORK 4.3 70MM CAVITY WITH 20MM R.2.4 FOILBOARD 4.4 WEEP HOLES
9.11
5 FIRST FLOOR SLAB 5.1 300MM HOLLOWCORE 5.2 700Wx600D PRECAST CONCRETE BEAM (1CB1) 5.3 80MM SCREED 5.4 180 BONDEK SLAB, SL92 TOP 40 MIN.
9.10
5.4
8.2 11.2
6.2
6 WALL SYSTEM 6.1 ACOUSTIC WALL FINISHING - PB3 6.2 OFFICE WALL FINISHING - PB2
8.1
FFL131.90
7.3
7 WINDOWS 7.1 150 PFC WINDOW HEAD 7.2 150 PFC WINDOW SILL 7.3 20MM THERMAL BREAK INSULATION 7.4 DOUBLE GLAZING 7.5 FLASHING
11.1
5.3 8.5 7.2
5.1
10.2
8.3
9.1
8.6 8.4 10.1 5.2
11.3
7.1
8.5 6.1
7.5
FFL127.90 127.50 127.35 126.90 126.60
4.4
2.2 2.5
2.3
4.4 3.4 7.4
3.1
4.3 4.2 4.1 3.3
2.4 2.6
1.1 1.4
2.1
1.3 1.2
1.1
3 GROUND FLOOR SLAB 3.1 SAME 150 SLAB-ON-GROUND 3.2 SQUARE MESH (SL72 - TOP, SL92 - BOTTOM) 3.3 REBATE 3.4 700x250 PRECAST CONCRETE COLUMNS
8 STAIRS 8.1 TAC 8.2 HANDRAIL 8.3 10MM STEEL PLATE SS1 8.4 250 PFC SS2 8.5 TREADS 8.6 INTERNAL SCREEN 9 ROOF (1.5" PITCH) 9.1 PURLIN (PU1 - HJ24090 TO HJ 40090, 900 CTS); (PU2 - C 200 15, 900 CTS) 9.2 RA1 BATTENS 45x90 MPG12, 1200 CTS 9.3 ROOF DECKING 9.4 ROOF PANEL 9.5 WATER PERMEABLE MEMBRANE 9.6 HANDRAIL HR2 9.7 SC4 89x89x5 SHS 9.8 ROOF CAPPING ON MC1 9.9 RB1 380x100 PFC 9.10 RB2 600x115 GL18 9.11 RB3 410 UB 53.7 10 WALL FRAMING 10.1 90MM INSULATION PANEL BETWEEN GIRTS 10.2 150 PFC (FC1-2) 10.3 METAL CLADDING 10.4 GIRTS (G1-2) C100 12 @600 CTS 11 SUN SHADE SYSTEM 11.1 2400x900 SUN SHADE 11.2 100X50X5.0 SQUARE HOLLOW SECTION (ST1, ST2) 11.3 200x75 PFC (SB1, SB2)
physical model
03 SEASHELL
YEAR 3 - STUDIO AIR The project is a parametric ceiling installation for a ballroom siting in W Hotel. Design is formed by set of lines being pinned together or pushed away by the parameter of our design concept, to create a parametric ceiling that is grand but also gives one an impression of a flow and smoothness from the back towards the stage. At the location where there needs to be light, the ceiling drops down and the strips of panels open up to allow light flowing out. Which height is also defined by the site context of the Melbourne contour.
DESIGN CONCEPT
SEATINGS
Image Sampler STANDS
Main Functions
Lighting Layout
Lighting Effect & Pattern
Ceiling
Functions
Suspended Steel cables
ITERATIONS Section Framing
Panel Strips
EXPLODED STRUCTURE LAYER
CONNECTION DETAIL
Contour
CONSTRUCTION SEQUENCES
1
2
3
4
5
6
7
1:5 MODEL
PLAN
SECTION AA
SECTION BB
night render
day render
CASE STUDY 1.0 VOUSSOIR CLOUD - iterations
PATTERN ATTRACTOR PTS
GEOMETRY
HEXAGON CULL PATTERN ON LOFT SURFACE
WEAVER BIRD
stiffness = 50 2X2 UV
WEAVER BIRD
stiffness = 10 2X2 UV
HEXAGON 4X4 SMOOTH WEAVER
DIAMOND = 6 SMOOTH WEAVER
ATTRACTOR POINT
stiffness = 10
REST LENGTH ANCHOR POINTS
CULL/ MOVE ANCHOR POINTS
WEAVER BIRD
ATTRACTION
REST LENGTH = 0.5
STIFFNESS = 65
CULL ANCHOR
MOVE ANCHOR
ATTRACTOR POINT
EXTRUDE NORMAL
DIVIDE 1, NORMAL
CULL AREA<2000,
NORMAL, LOFT 3
NORMAL, LOFT 3
NORMAL, LOFT 2
ROTATE 0.005
ROTATE 0.01
ROTATE 0.5
ROTATE 0.5
ROTATE 0.5, TRIAN-
TRIB
TRIB
TRIB, Rest length 1.6 KANGAROO
TRIB 1.3 REST LENGTH
TRIB 3.435 REST LENGTH
ROTATE
GEOMETRY PATTERN
CASE STUDY 2.0 EXOtique - iterations PROJECTiONE
PATTERNNING WEAVER BIRD
by JACKSON CLEMENTS BURROWS
PLAN
04 HAMPTON HOUSE
YEAR 2 - CONSTRUCTION ANALYSIS
SCALE 1:50
CHUN TUNG (THOMAS) TSE
N
743366
A selection drawings of a construction study Hampton House by Jackson Clements Burrows Architects in Hampton. Students are expected to create a constructing sequences of both plan and section from an allocated area, through a given sets of architectural and structural drawings as well as photo records. Structural elements, construction stages, drawings were understood from the course.
Tiles
STAGE12 FINISHES
by JACKSON CLEMENTS BURROWS
PLAN
by JACKSON CLEMENTS BURROWS
PLAN
Vapor barrier to cover the earth
SCALE 1:50
CHUN TUNG (THOMAS) TSE 743366 N
SCALE 1:50
CHUN TUNG (THOMAS) TSE 743366 N
STAGE02 CONCRETE SLAB STAGE05 FIRST FLOOR WALL FRAME STAGE10 LOCK-UP
1 Site preparation
2 Concrete slab
3 Ground Floor Frame
4 First Flooring
5 First Floor Wall Frame
6 Roof framing
- Previous house is demolished - Excavation started, part of earth is removed and new level is created for the new house - Pipes are being layout on the site - Shape of the swimming pool site is being excavated and was built before the house as theyâ&#x20AC;&#x2122;re designed independently.
- Concrete formwork is set up to create boundaries to keep the concrete in place. - Plastic membrane is put below concrete to keep the moisture which prevent it to dries out too fast - Steel reinforcement bars were being installed before pouring concrete - Concrete was poured
- Frame is first constructed by placing the steel column (square hollow section)which is bolted onto the concrete slab. - Timber frame is then constructed along the site - Cross bracing is attached to prevent the lacterial load applied to the frame.
- First floor flooring is being setup above the previously installed ground floor frame with floor trussess to the steel beam - The flooring is then covered by chipboard
- Steel columns and beams are built for main loadbearing support - Timber wall frame is then developed accordingly to the site - Temporary bracing is set to hold the timber frame in position when building - Permanent bracing is installed to deal with the lacteral movement
- Roof framing is installed from the built first floor frame, first by the steel members as main structural load and timber roof beams after - Roof bracing to again avoid lacteral movement
7 Roofing and cladding
8 Wall cladding
9 Timber cladding
10 Windows and door glazing
11 Internal fit-out
12 Finishing
- Sarking is installed on the roof for water protection as well as insulation purposes - Box gutter is installed along the roof which will guide the rain water on the roof to run towards the down pipe and finally away from the house - Skylights - Roof sheeting, metal decking allows rainwater to run from the roof to the gutter
- Sarking is placed on the surface of the wall frame as water barrier and insulation inside the gap of the frame - Windows and door frame were created - Steel cladding is then installed outside of the sarking as well as battens
- timber cladding is layed on the battens being installed in the previous stage - 3 Coatings were applied to the cladding since it is the outermost later which will be affected by weather.
- Rough-in is installed into the house: Electricity wiring; plumping which hot and cold water is being transported into the house and out of house; gas pipes were installed into the house through gass meter - Plasterboard is set onto the interior wall framing as cover
- Tile is applied to the pool and bathroom - Joinery - Plasterboard applied to inner wallstructure - Floors finishing and wall is painted - Light and switches installed - House is furnished
(LOCK-UP)
- The window or door glazing is fastened into the frame and is closed - Flashing is then applied to prevent water comming in from the space of connections - Sealant is applied to the space along edges - Door is installed
Chun Tung (Thomas) Tse 743366
05 INTERCHANGE
YEAR 2 - STUDIO WATER The project brief is to create a boathouse at the Alexandra Gardens facing the Yarra River where people can take a break from the busy urban life and enjoy the great view of the river and parks around. Inspired by Rem Koolhaas, the building is created by cutting a rectangular box into 3 and rotate and scale them to according to the landmarks around the site which is intend to take this design as an opportunities to act as a focal point to link them with correspond views. In terms of material, building uses steel, concrete and timber which timber creates a more pleasant place and steel and concrete as structures. Ground floor would be for boathouse, first floor as cafe and terrace, and top two floors for restaurant and bar, and this refers to the idea of creating public to private functions.
view from terrace to Yarra River
DESIGN CONCEPT
SECTION AA
restaurant view
GROUND FLOOR PLAN 1:200 0
2
4
6
8m
GROUND FLOOR PLAN 1:200 0
2
4
6
8m
interior view to restaurant
view from boathouse Public Access Private Access
EXPLODED DIAGRAM
GROUND FLOOR PLAN 1:200
GROUND FLOOR PLAN 1:200 0
2
4
6
8m
0
2
4
6
8m
ground floor cantiliver
06 THE SPIKY POD
YEAR 2 - DIGITAL DESIGN AND FABRICATION The project brief is to create a personal sleeping pod in response to the need of personal space of people in workspace or university campus. Our design is inspired by pufferfish as a personal defence mechanism which spikes are created to avoid the others from getting into the defined personal space by the length and level of privacy of the spikes. Holes and openings of spikes are opened for better ventilation. Fabric and foam were used for a more comfortable design for users. And the folding mechanism allows a better condition for storage when unused. physical model
ASSEMBLY DRAWING
3d model view
sketches occupied
FABRICATION SEQUENCE
inside view
1
2
3
4
5
6
7
8
9
10
wearing sequences
07 OTHER WORKS
exterior view
physical model
RECIPROCAL SHELTER
AA VISITING SCHOOL SEOUL Social Algorithms 2017
view to family space from tunnel
main circulation space to other places
exploded diagram
exploded diagram
ORDINARY SECRET
STUDIO EARTH A Place For Keeping Secrets 2016
THANK YOU