Frano Bazalo - Architectural + Design Portfolio

Page 1

Frano Bazalo: Architecutral + Design Portfolio


TOP TUNING

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A

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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.

LEF

T BA

ARC

ADE

AS CUB

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

TRE

ET

NK

GHU

ZNE

E ST

REE

T

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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rs

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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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yor

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tree

tree

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n la

steel ribbons organically wrapping form

tara

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furn

ess

lan

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stre rion

inner moire’ skin

nak

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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



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