Frano Bazalo: Architecutral + Design Portfolio
TOP TUNING
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OFFICE EXISITING RETAIL EXISITING RET EXISITING RETAIL EXISITING RETAIL RET EXISITING RETAIL EXISITING RETAIL
CUTtoFORM The design is based on creating an expanding form from a 2D surface. The final design was derived from the experimentation with the reaction of surfaces after various cuts, scores and folds. The idea is that this portable roof structure can be transported to site as one sheet of fabric and expanded into a 3Dimensional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.
Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Laminated sailcloth provides the properties required allowing the fluid
tension
laminated sailcloth stitching encasing the base ring to the membrane steel tube base ring
force applied to small ring
ST RE ET
CUTtoFORM
VIC TO R IA
The design is based on creating an expanding form from a 2D surface. The final design was derived from the experimentation with the reaction of surfaces after various cuts, scores and folds. The idea is that this portable roof structure can be transported to site as one sheet of fabric and expanded into a 3Dimensional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.
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Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Laminated sailcloth provides the properties required allowing the fluid response required to extrude the form while the canvas weave provides enough resistance to hold the desired form when
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concrete shell unprogrammed cells
office space
shared space
steel reinforcing
gallery space
membrane supermarket
mesh partition
upper floors WHITE EXTERIOR PVC LAYER
first floor
INTERIOR PVC LAYER
POLYESTER BASE FABRIC
HIGH TENSILE TEAR STRENGTH
PINEHAVEN KIT-SET STUDIO The design is based on creating an expanding form from a 2D surface. The final design was derived from the experimentation with the reaction of surfaces after various cuts, scores and folds. The idea is that this portable roof structure can be transported to site as one sheet of fabric and expanded into a 3Dimensional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes. Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Lnse required to extrude the form while the canvas weave provides enough resistance to hold the desired form when tension is applied.
WALL PANELS 10
9
8
7
top plate
6 5 1200 1200
380
1
4 2
75x50mm joists
100x100 bearers
3 Fig. 1
Built Studio
type 6 panels (x 15)
flat timber veneered caps for perimeter ring
PRE-FAB CONSTRUCTION SUPREME COURT
type 5 panels (x 15)
flat timber veneered panels heavily perforated for acoustic absorption
This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf
type 4 panels (x 15)
tilted timber veneered panels with top sections perforated for acoustic absorption
This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in thecourt dome. ALong
type 3 panels (x 15)
tilted timber veneered panels with top sections perforated for acoustic absorption. special fixing on every 3rd panel which conceal air conditioning units
type 2 panels
flat timber veneered panels acoustically insulated
type 1 panels
flat timber veneered panels acoustically insulated
locking bolt attached onto perimeter girts
detactable covers concealing panel attachment are removed to attached / detach the whole panel
UC frame
wall modules attached to girts. each panels is angled to allow for the panels around it to be removed perimeter .... (I beam) girts attached to the vertical frames provide structure to attached panels to
168 CHS
I beam girts connect panels to the frames surface timber veneered panels (acording to acoustic recommendations) mounted onto 12mm plywood panel
wall cavity reduced by 200mm
detail 5
page four section of wall showing panels and fixings
detail 5
page four section of wall showing panels and fixings
detail 4
page four section of wall showing panels and fixings
PRECAST CONCRETE INTERSPAN FLOOR SYSTEM
PVC outrigger attached to a bracket which is fastened to the girt
PFC outrigger
steel brack attached to the girt panel fastneing detail. locking bolt to allow the bolt to be un-done from one side. small tack to hold the loose panel in plan
prefabricated timber veneered panels
lock seam diamond copper copper lock seam diamond tiles on underlay on 3x6mm tiles on underlay on 3x6mm plywood plywood lining onlining 18x80mm on 18x80mm plywood plywood packers packers on curved on curved 47.6x1.6mm CHS girts on girts on 47.6x1.6mm CHS 140x6mm MS cleats 140x6mm MSwelded cleats to welded to CHS frames CHS frames
R 10245 CHS CHS frameframe R 10245
LVL plywood plywood LVL girts attached elliptical elliptical girts attached to the PFC outrigger to the PFC outrigger
lock seam diamond copper tiles on lock seam diamond copper tiles on underlay on 3x6mm plywood underlay on 3x6mm plywood lininglining on on 18x80mm plywood packers on curved 18x80mm plywood packers on curved 47.6x1.6mm girts on 140x6mm 47.6x1.6mm CHS CHS girts on 140x6mm MS MS welded to CHS frames cleatscleats welded to CHS frames
R 9645 PFC outrigger R 9645 PFC outrigger UC frame UC frame
UC Knee UC Knee RL 08.55 RL 08.55
prefabricated prefabricated timber timber veneeredveneered panels panels
168 CHS 168 CHS
bracket detail bracket detail
insulation insulation UC frame UC frame
florescent light fitting florescent lightlight fitting form recess with form light18mm recess with shaped to wall profile plywood 18mm plywood shaped to wall profile rolled edge of copper tiles and rolled edge of clips copper tiles and fixing fixing clips
stone flooring on mortar bed stone flooring on mortar bed
prefabricated timber prefabricated timber veneered panels veneered panels insitu concrete insitu ring concrete beam ring beam 25mm fibrous plaster 25mm fibrous plaster acoustic sealant acoustic sealant
elliptical LVL girt prefabricated timber veneered panels with acoustic insulation
detatchable timber panel. can be removed to access the panels fastening
gib plasterboard on 2x13mm2x13mm gib plasterboard on 35x90mm timber packers on 35x90mm timber packers on curved 47.6x1.6mm CHS girts curved 47.6x1.6mm CHS girts
bracket
2x13mm gib plasterboard on 2x13mm gib plasterboard on on 35x90mm timber packers 35x90mm timber packersCHS on girts curved 47.6x1.6mm curved 47.6x1.6mm CHS girts
PRECAST CONCRETE INTERSPAN FLOOR SYSTEM PRECAST CONCRETE INTERSPAN FLOOR SYSTEM
PRE-FAB CONSTRUCTION
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SUPREME COURT
an
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cub as
outer moire’ screen layer horizontal steel slats
This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf
et
primary structure: cross bracing
ds
stre
exoskeleton structural system compression + tension cross-bracing designed to resist lateral, torsional + gravity loads
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tree
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steel ribbons organically wrapping form
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inner moire’ skin
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This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for
roof system
open web joists / transfer trusses + rafters
third floor
-teaching facilities -tutorial rooms -post-grad facilities -auditorium fourth tear
second floor
-library -computer room -keyboard room -teaching facilities -tutorial rooms -staff offices -auditorium third tear
first floor
-library -computer room -keyboard room -teaching facilities -tutorial rooms -staff offices -auditorium second tear
ground floor
-library -cafe -public thoroughfare / atrium -reception -staff offices -auditorium first tear -small auditorium
sub one
- auditorium support areas -back stage - space -recording studios -dressing rooms
MANNERS UNDERGROUND This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf
Grade 0 millimeters - Roof Structure victoria st. entry/exit concrete foot path surface steel beams glass skylights
This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in thecourt dome. ALong with full contrustion drawings..... .efvqefkvjfvjf
Sub 500 millimeters - Suspension Members entry/exit ramps Steel I beams w. concrete finish Pin joint to suspended walkway from roof structure. See Detail One for more information
Sub 3500 millimeters. Suspended walkway Ticketing Kiosk Suspended Walkway
Sub 5000 millimeters. Final descending ramp to platform
Sub 6000 millimeters. Toilets found at both ends Bench seats
manners north entry/exit
ticketing
Sub 7000 millimeters. North-bound line South Bound Line
south-bound north-bound
Thermal + Lighting Performance. Target Acoustic Range
Key
50 dB A
55 dB A
60 dB A
65 dB A
Ticketing Kiosk
AS/NZS.2107:2000 states that a ticketing area should not exceed 55 dBa. To reduce excess levels of noise and reverberation, the ticketing booth has been partitioned off and located above the platform.
Platform.
65 dBa is the low end of noise pollution from a light rail train This means that the platform can not be below this while a train is present.
Suspended Walkway
Helps absorb sound, reducing reverberation times.
Toilets.
Closed off from the sources of noise pollution so is capable of maintain The standards of 55dBA outlined by AS/NZS.2107:2000.
Multipurpose Space.
Partially closed off from the main platform to provide an area with slightly more comfortable acoustic levels of 60dBA without closing off the whole space. The indented variations in form work help reduce reverberation.
meters - Roof Structure oria st. y/exit crete foot path surface l beams s skylights
imeters - Suspension Members
y/exit ramps l I beams w. concrete finish oint to suspended walkway roofradiation structure. 8am + double 4pmfrom - Illumination + Insolation. The diagrams asSummer thermal grids as well as Illumination levels (Lux). They closelyinformation interrelate thissun scheme the main thermal gains are from the sun. Atmore 8am and 4pm,inthe is ataslower angles (especially winter). As the sun is the Detail One for main source of illumination and thermal gain, it was important to optimise this light. Part of the design intention of the roof is to allow the penetration of light when the sun is at low angles. The 8am + 4pm diagram shows the thermal spread is less consistent compared to the 12pm temperatures and levels of illumination. However this variation would be larger if the roof was flat. meters. Suspended walkway
Detail. 1 : 5
Pin Joint connection to suspension members eting Kiosk 12pm Summer - Illumination + Insolation. pended Walkway The large area of skylights in the roof allow for the station to be illuminated and heated by solar gain. The curving roof reduces the direct sunlight and still allows a diffused day light in the peak hours. (See diagram). The platform area is the lightest and therefore the warmest as it is exposed to the high sun, whereas the bathrooms at either ends are cooler as they are covered. The design optimises of the solar lighting and heating capabilities, providing sufficient natural light to illuminate and heat the station during day light hours meeting the AS/ standards. meters.
l descending ramp to platform
archi 212. frano bazalo 300157
meters.
ets found at both ends ch seats
meters.
th-bound line th Bound Line
storm water drainage
of path
ter rain wa each window portion is slanted at least 5 degrees to one corner, where a drainage holes allows the storm water to drain out to the sides of the surface to standar street drains.
Earthquakes are an inevitable process of energy release, constantly re-forming the fragile surface we live on. These sudden moments in time help form our history through modification, destruction and devastation. There are usually three stages resulting from the impact of an earthquake, which are symbolically represented through the three seismically separated buildings (allowing it to “rupture” and “subduction” of the building to occur). The first stage is the initial event, expressing a sense of shock and uneasiness through entering the building. The second building houses the permanent exhibitions and portrays the subsequent realisation of the devastation from the major events, while the third building leads onto recovery and regeneration of the destruction caused by these events.
braced frames
Structure Earthquakes are a natural process and consequent devastation is usually caused by failure of un-natural human interventions. The structure of the building thereby has looked to nature for influence, such as the Euplectella aspergillum (cylindrical sponge) which generates and organises a complex network of spicules that support its structure. The language of the building is generated by uniting the harsh earthquake-influenced angled structural frames with an organic twist inspired by how nature scripts itself to produce a customised structure in order to survive.
shell
moment frames
Floor Plans - 1:250 22
1. Entrance foyer
6
5
2. Info
4
13
3. Main atrium 20
4. Restaurant 5. Kitchen
19
10 18
21
6. Shop
1. 17
7. Disabled WC
15
8. Woman's WC 9. Men's WC
14
12
11
3 2.
16
10. South end lift
7
11. Wellington Earthquake
9
8
12. Memorial 13. Memorial lookout bridge
level one: 0 - 1500m
14. Service core 15. Intermediate space
level three
16. Women’s WC 17. Men's WC 18. Disabled WC 19. North end lift 20. Minor exhibitions 21. Christchurch Earthquake
25
23. Future exhibition space
20
10
19
24. Look-out landing 25. Over bridge
29
24
22. Main exit
18 23 17
26. Minor event
15
27. Napier Earthquake
26
27
28
3
16
28. Lecture theatre foyer 29. Temporary exhibition spaces 30. Staff room 31. Open plan offices
level two: 1500 - 4000mm
32. Reception
level two
33. Private office 1 34. Private office 2 35. Meeting room 1 36. Meeting room 2 37. Storage
33
31
24
38. Women's WC
30
25
39. Men's WC
32 34
44
20
40. IT room
10
41. Security 42. Atrium landing 43. Lecture theatre 44. Over bridge
23
47
38
46
42 45
43
39 3
35
37
40
45. Seminar room 46. Educational space
41
36
47. Lookout over future exhibition
level three - 4000 - 8500mm
level one
section A-a
front entrance
main atrium
052:1 noitavele )yauq oolretaw( tsew-htron
exhibition space
Remove top of box section for bridge installation. Full strength butt weld re-weld after installation
PRE-FAB CONSTRUCTION SUPREME COURT
150 Slab
This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf
66-No. 19 Shearstuds @150 Centres (30 Top/30 Bottom) each end of box section
FG
500
RC Drag Beam
1500 2 -EX 625x35 PL G690 200 Hole 2-30 PL G300 Stiffeners
200 Pin G690
EX 625x70 PL G690 204 Hole
3 -
24 - DH32 Starters 2500 Long 10mm Fillet Weld all Round
3-275x25 PL G300 940 Long through PC Beam Type 7
Section - Bridge Conection 1:10
20mm H.W.H. TEK Screw, Factory Attached as Required
100 x 100mm #6 Rebar Mesh
880 790
25.4
20mm Pan Head S.M.S Factory Attached as Required
25.4
760
Concrete Fill
Continuous Extruded Aluminium Pan Nosing
Continuous Extruded Aluminium Base Frame
Continuous Sealant and Backer Rod
Non-Shrink Grout 63.5mm
Continuous Extruded Aluminium Modular Plate
19 o HDPE (High-density polyethylene) Pan Bearing
9.5 x 63.5mm Hex Head Wedge Bolt
80 x 38mm Flat Head Nylon Nailin, 5 per 3000m
4.76 Continuous HDPE Slide Bearing 50mm wide
8mm x 64mm Expansion Bolt Anchor 460mm
Continuous Extruded Aluminium Turnbar Frame
6mm x 83mm Hilti Hex Head
Top heat Shield
12.7mm Centre Post Assembly
427mm
Fire Barrier - (Product FB-97) (2HR.)
560mm Steel Channel Turnbar Assembly
250mm Blockout Width
1 -
Detail - Expanstion Joint Cover 1 1:5
H
J
I
K J
1 3
6
L
7
2 1
394mm
13mm
12
M 7
1.6mm parapet
13mm
12.7mm
1.6mm
1
1
Concrete Infill
8
adjustable louvre system
Continuous Extruded Aluminium Pan Nosing 41mm
1
10
14
roof height
Extruded Aluminium Hinge Nosing Extruded Aluminum Hinge Frame
57mm
Continuous Extruded Aluminium Frame
9
M
9 12.7mm
300mm
11500
L N 8
356mm
13mm
Sealant (N.I.C.)
K1
2
1 1
ght
Re
240mm Frame Location
00
Continuous Extruded Aluminum Frame
latitudinal concrete beam
63.5 x 44.5mm Masonry Anchor 610mm 686mm wide Polyethylene Vapor Barrier 6.35mm x 19mm Masonry Anchor 460mm
auditorium Continuous Extruded Aluminium Turnbar Frame
0
glass canopy
glass canopy
vel
130mm
0
2 -
curtain wall
280mm
1
16
5800 Cover 2 Detail - Expanstion Joint 1:2
hollowcore 200
O
2
V
8
hollowcore 300
pedestrian bridge suspended ceiling
seismic pedestrian bridge
2
9
0
3900 second level
evel latitudinal concrete beam
3
reinforced concrete moment frame
suspended ceiling
lift shaft
9
0
evel
Precast Beam - (Reinforcing shown Indicative Only)
25mm Plate G300 Full strength Butt Weld to all adjoining Plates
300
3 - 325x25 PL 350 Long
G I
H
1
100
Cover Plate
550x550 Box Section
This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf This assignment designs a new system for the instalation of the timber modules in the Wellington Supreme court dome. ALong with full contrustion drawings..... .efvqefkvjfvjf E F
25mm Plate G300 Full strength Butt Weld to all adjoining Plates 675
24-DH32 Starters 2500 Long 10mm fillet weld all round
3
hollowcore 250
8
1940
hollowcore 300
stairs
T
2
stairs
12 expansion cover 63.5mm
latitudinal concrete beam 427mm
hollowcore 300
hollowcore 300
0
63.5mm
427mm
expansion cover
expansion cover
expansion cover
ground level
base isolator
concrete poured foundations
base isolator
0
seismic void seismic void
base isolator concrete foundations
hollowcore 200
-2000
piles driven to bed-rock base isolator
seismic void
seismic void
D spiral reinforced piles
1 3
1
Section - Latitudinal
2
Section - Latitudinal
sprial reinforcement
1:50
Section - Latitudinal
Reference Notes:
Glass canopy structure based on Sir Norman Foster & Partners + YRM Anthony Hunt Associates Faculty of Law - University of Cambridge Sourced from “Glass Canopies” Author: Maritz Vandenbeg - Detail in Buildings
structural silicone to hold glazing unit
Published: 1997 - Great Brittian - Sussex Academy Edition
10mm toughened glass 14mm inert gas space
glass factory bonded and sealed to aluminim edge frame with structural silicone
12.78mm laminated glass vulcanised silicone cover strip - site applied over black silicone seal
black vulcanised neoprene strip fitted over silicone pointing between panels
aluminium frame structural aluminimum carrier frame
natural silver anodised aluminium carrier frame into which glazed panels are fitted
movable steel bolt allowing 4mm tolerance steel fixing for aluminium framing units
black anodised aluminium edge frame, spaced off carrier with drained thermal break
tubular steel structure
Organisation
Victoria University of Wellington School of Architecture
10mm toughened clear glass
1 -
Detail - Glazing Canopy
14mm air space
1:2
Paper:
SARC 321 - Construction
12.7mm laminated glass with low E coating
Project Two
Project Notes:
Detail One:
Tutor:
A
Product: SSR-1600 W/Fire Barrier 97
Company: CS Expansion structural silicone to hold glazing joint unit connector
34mm
http://www.c-sgroup.com/expansion-joint-covers /floor-covers/ssr_ssrw
Simon Twose
height adjustable steel bolt
10mm toughened glass
Detail Two:
14mm inert gas space
treaded collar with 34mm internal
Product: SSRW-700 Company: CS Expansion joint connector
and locking nut
2 15
12.78mm laminated glass http://www.c-sgroup.com/expansion-joint-covers
/floor-covers/ssr_ssrw
vulcanised silicone cover strip - site applied over black silicone seal laminated glass
M10 locking bolt
aluminium frame
serrated cast steel bracket with slotted holes, welded to 139.7 CHS
guttter
structural aluminimum carrier frame
Project:
New Zealand Earthquake Museum
Frano Bazalo
Glass cano Sir Norman F Ant Faculty of Law - U
300157293
structural aluminimum carrier frame serrated washer
movable steel bolt allowing 4mm tolerance
tubular steel structure (vertical)
Non-structural concrete wall
tubular steel outrigger
tubular steel structure (vertical)
Sour Author: Maritz Vande
Date:
steel fixing for aluminium framing units tubular steel structure
01 - 10 - 2011
M12 bolts
139.7mm
Reference Notes:
Drawn by:
Published: 1997
steel CHS member
tubular steel bracing (diagonal) Title: Organisation
Glazing Canopy Structure + joint Details
Victoria University of Wellington School of Architecture
Detail - Glazing Canopy 2 - Paper: 1:5 SARC 321 - Construction Project Two
Tutor:
Simon Twose
Reference Notes:
1 -
3 -
Detail - Glazing Canopy with structural outrigger 1:5
A -
Scale:
Section - Glazing Canopy
Base Isolators b
Original Scale
Section - Glass canopy Roof
Drawing Number:
15
1:25
2 12
Non-structural concrete wall
New Zealand Earthquake Pop-up Expansion Joint MuseumInfil Concrete
Organisation
Continuous Aluminium Frame
Frano Bazalo
Pr Adapted Soureced from CS E
@ A2: 1:2 + 1:5
1:5
Project: Louvre System adapted from Zaha Hadid’s Maxxi Museum. Detail curtosy of Detail Magazine. 2010 Issue 2 Detail Magazine
Bridge details Drawn by: based on the Wellington BNZ construction drawings (drawing number: 5291020 - S0630) Vapour and adapted to fit300157293 project Drawings courtosy of Beca Engineering
Adapted Soureced from CS E
Victoria Unive Scho
Barrier
Reinforced Concrete Beam Paper:
Date:
15 - 10 - 2011Suspended Ceiling
SARC 32
Product: SSRW-700 Company: CS Expansion joint connector http://www.c-sgroup.com/expansion-joint-covers /floor-covers/ssr_ssrw Base Isolator based off Te Papa’s system
Title:
Section - Seismic Separation (Level Two) 1:25
Tutor:
Victoria University of Wellington School of Architecture
Hollowcore 300
1 12
steel mesh
Scale:
Original Scale SARC 321 - Construction Two @Project A2: 1:5 + 1:1075mm concrete topping Drawing Number:
Tutor:
Sim
Seismic Expansions Joints + Covers
Organisation
Paper:
2 -
Simon Twose
Project:
New Z
Reinforced Concrete Beam
12
Stairs- concrete tread
Drawn by:
Fran
Project:
New Zealand Earthquake Museum
3
Expansion Joint Concrete Infil Continuous Extruded Aluminium Frame
Drawn by:
Frano Bazalo
300157293
63.5mm
Date:
Fire Barrier
15
427mm
Base Isolators Date:
01 - 10 - 2011
Lead Core 63.5mm
Steel Plates High Density Rubber
427mm
Title:
Concrete Slab Foundation
Title:
Latitudinal Section
Scale:
Original Scale
Jaydex Sheet Membrane Spiral Reinforced piles driven to bed-rock (25-30m)
@ A2: 1:50
Scale:
Drawing Number:
5
3 -
Section - Seismic Separation (Ground Level) 1:25
427mm
O
63.5mm
63.5mm
427mm
Drawing Numbe
5
JIG-SAW TOWER The design is based on creating an expanding form from a 2D surface. The final design was derived from the experimentation with the reaction of surfaces after various cuts, scores and folds. The idea is that this portable roof structure can be transported to site as one sheet of fabric and expanded into a 3Dimensional form simply through appling a tensioning force to its nucleus. It is the size and shape of the cuts along with a force which dictate the form the roof takes.
Conceptually this project was about creating form from a 2D surface. In order to create the forms which are archived in scale with paper, a canvas of medium thickness is required for fabrication at 1:1. Laminated sailcloth provides the properties required allowing the fluid response required to extrude the form while the canvas weave provides enough resistance to hold the desired form when
MODELS A select range of models from three projects included in the portfolio. The three models featured are mainly lasercut presentation model. The jigsaw tower model was a kinetic scale version of the concept to show sequence of assembly and how the joint inlock to hold the strucutre together.
Wellington School of Music Scale: 1:50 Laser cut Cardboard + Plastic
NZ Earthquake Museum Scale: 1:50 Laser cut Acyrlic, Card + MDF
JIGSAW TOWER Scale: 1:50 + 1:20 Laser cut