Archipelago_Studio18_Like Human_Journal

Archipelagos S t u d i o 1 8 - L i ke H u m a n s

Tutor:

Darcy Zelenko Danny Ngo

Mingjia Shi 944560

We are all living in

n an archipelago.

CONTENT OVERVIEW 6 - 13 PRECEDENT 14 - 35

AGGREGATION 36 - 133

WHOLE: GROW 134 - 253 APPENDIX 254 - 269

0 1

OV ERV I EW

01

OVERV I E W Design sequence

THINKING FROM BOTTOM UP A design sequence suitable for autometic era architecture In the entire bachelor design study, we were introduced to the traditional or classical design sequence from macro to detail. This sequence is suitable for treating design as a rigorous system following logic seriously with potential poetics. However, I can’t stop myself from questioning this sequence: should there always be some regulations established from the beginning to follow? Why cannot we give the creatures out of designers to have the opportunity to determine what the architecture should present? Cannot architecture’s design process like painting which could just follow some mysterious intuitions? When I tried to do so, still following the up bottom sequence, I would always set a rule again for space I designed.

However, in this studio, I was introduced to the bottom to up design sequence, which confused me from the very beginning, but then I realised it might be the method for me to practice my questions above. Design from the bottom-up is just like painting. The painter would select a theme firstly but would not think precisely of the thing they want.

Then the pen and stroke methods come to mind first, and then the painting would gradually present.

The bottom-up sequence allows us not limited by what architecture should be like but how to make it based on minor parts from the beginning. It is looking for a methodology of a universal object design that could become a different system, and architecture is only one of its systems. This solves the design for architecture in a macro definition as objects and systems and implements it through micro design. The architecture developed from this methodology is like a creature formed from the cell. It’s like us.

part 8

logic

system

whole 9

01

OVERV I E W Descrete architecture O C C U PA N T S C E N T E R

logic

HELP

S U P P LY

REFLECTION TO BOTTOM UP A design method suitable for autometic era architecture Ver tical Member

The discrete architecture originally focusing on the challenge of capitalDevelopment tendency ism which is by using the grid and rules to force people to adapt to space instead of space adapt people. Thus our understanding of discrete is it acts Horizontal M e m b e r that could change the succumb reality for peoas a construction method ple to be forced to suit into space, but could define space by themselves.

17.5m

Discrete architecture services as the more rapid and common solution for To p m a i n R e i n f o r c i n g which could provide people with the space the construction revelution structure Member suitable for them perfectly. By desaturating the different archtecture language into similar part, the building would be alive.

300

In this projects’ journey, oringined from the precedent study of the vague formation pavilion which apply the rod as the basic part, then to our own part following defined logic, we explored the journey of the feasible possibility of discrete architecture into the normal living.

Bottom main

the space, an easier way to present emotion of architecture.

90

30

Connecting to Footing/pile

Base composition

Ver tical Member

Horizontal Member

Reinforcing Member

10

5.4m

structure

Automated future should not burry the living smoke of life and left the digitalization. It should be a new way to express individual’s understanding of

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10.8m

• Can not move horizontally.

• Could add 300mm column structure according to requirement.

• Can not move ver tically.

• Should apply on the bottom of the dwelling as suppor t.

• Can not remove original mega corner locker.

• Can add new reinforcing member according to the additional structure.

16.2m

C cluster series

C cluster series 3

1

2

C clustter

c

5

HELP

S U P P LY

4

6

2

Platform

Modular storage shelf

8

7

4

3

F1

9 13

F3

2

1 5

10

F4

5

F cluster

F5

4

8

8 9

F6 F8

5

6

7

L3

11

S4

9 10

1

7

9

10

2

4

L cluster 3

5

1 6

12

7

2

8

3

9

S1 13

Slab Member

4

10

L3

3

9

1

2

S1 C7

8

8

discrete assembly

11

2000

1000

500

1:25 @ A2

CONCRETE PART CROSS-SECTION CONNECTION DETAIL

Steel track

01

TYPE-U Nut and washer LOCKING CLUSTER

OVERV I E W Project overview

Threaded rod

120x120x600 Plastic part type I

Pre-drilled 200 UC 46 Recessed notch

120x120x600 Plastic part type U 300x300x1500 Concrete part

300x300x1500

The notch on the concrete part is indented to accommodate nuts on threaded rods and to avoid AUTOMATION interrupting the sliding system.

Mass-production and auto-assembly of prefabricated parts

300x300x1500 Concrete part with hollow core

INTERLOC(X) Self-similar parts combinding sliding and interlocking system.

part

PLASTIC PART CONNECTION DETAILS

PLASTIC PART CONNECTION DETAILS

PART 300x300x1500

120x120x600 Plastic part type P

Structural frame at the back

120x120x600 Plastic part type U

120x120x600SUSTAINABILITY plastic is used Plastic part Upcycling to make secondary elememts.

Concrete and timber can also type U be recycled.

Cap A

Drop-in nut

Dowel A

Cap B

Conner cap A

120x120x600 Plastic part type I

Dowel B

Conner cap B

Cap B

PLASTIC PART CONNECTORS

Enclosure connector C

logic Dowel B

Cap A Dowel A

Enclosure part

MATERIAL QUALITY Parts with different materials able to

Enclosure connector A

with one another with optimized Drop-in nutinteract performance. and bolt

Enclosure connector C

Enclosure connector B

Enclosure connector B

Drop-in nut and bolt Dowel B

Aluminium base sill Drop-in nut and bolt

Enclosure part

Enclosure connector D

Prefabricated ETFE panel encased in male enclosure part.

TIMBER PART SECONDARY STRUCTURE

whole 12

BUILDING ENCLOSURE PARTS

TIMBER PART DROP-IN NUT DETAIL

1. Drop the nut into the groove.

2. Place the nut adjacent to the dowel.

PLASTIC PART SECONDARY STRUCTURE

CONCRETE PART PRIMARY STRUCTURE

ARCHIPELAGO HOME

PRIMARY Location

O C C U PA N T S C E N T E R

PA R T

S U P P LY

SECONDARY Configuration PLASTIC PART

T Shape Member

Small Slab Member

1

C Shape Member

PLASTIC PART

Extension Member Partitional Wall

F Shape Member

PLASTIC PART

Slab Member

L Shape Member

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0 2

PREC EDENT

02

PRECE D E N T Background The vague formation ‘WHITE NOISE’ done by SOMA ARCHITECTURE creates a unique venue for contemporary art productions in Salzburg, a city known predominantly for its classical music festivals. The main user is the Salzburg Biennale, a contemperary music festival. It is a location flexible pavilion which could support various art events at different locations.

FIgure 1

http://www.soma-architecture.com/index.php?page=vague_formation&parent=2# 16

FIgure 2

FIgure 3 https://miesarch.com/work/1213

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02

PRECE D E N T Design intent The architectural concept is based on a theme that is inherent in architecture as well as in music -

rule and variation.

The design process of the pavilion is based on a simple repetitive element, a set of rules for aggregation, and the definition of the architectural effects aimed fro. Individual aluminum profiles of uniform length produce an irregular, mass-like conglomerate that changes in appearance through the day, according to the different light conditions. The structure allows an ambivalen reading, focusing either on the single members or on the integrated whole, depending on the viewer’s distance from the object. The seculative intention behind this “obliteration’ of the paviliion’sstructure is to prevent any conventional notion or clice of construction.

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PRECE D E N T Part - external circumstances’ impact on part Architectural concept Art is a cultural process involving many participants within a discourse.

This process does not reveal itself at first sight but unfolds through encounter and engagement. The pavilion’s appearance emphasises this idea. It provokes curiosity and invites visitors to encounter the unknown and unusual.

In the conceptual stage of the design process a set of frame conditions were defined and tested: The pavilion should appear as a mass not as a form, thus the distribution of members should be irregular while still showing a homogeneous density

Figure 4

https://archello.com/story/19139/attachments/photos-videos/3?fullscreen=1 20

B e s t a b le e n o u g h t o s u it dif f e r e n t s it e a nd weather load

having part arranged from two opposite way

S ui tabl e f or v a r i ous w e a t h e r

detachable membrane applied for water proof

P r o v ide s e lf s t a ble wit h o u t damaging the sit e ground

base rail applied with steel arch as the basic skeleton

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02

PRECE D E N T Part - construction detail The interior space allows for a variety of cultural uses on 140 square meters. Aluminium was not only chosen due to its lightness and durability that enables outdoor storing, it is also one of the most recycled materials with more than 70 percent of the original aluminium once produced still in use.

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02

PRECE D E N T Part - construction process Structure The bottom-up strategy of the music pavilion is based on a repetitive linear base element that does not change shape. Likewise the reference surface (inner membrane) is a rather simple geometry in order to display the complexity of the aggregation rules as effectively as possible. Furthermore the aluminium profile is cut from stock ware (6 m length) to avoid leftover material.

The overall structural system of the pavilion is divided into 5 individual sections to increase flexibility of use. Each section consists of 20 vertical construction layers with a spacing of 20cm (start and end section have fewer layers). On each layer intersection curves with the reference surface will host starting points for the structural members. The distribution of points and positioning of the structural members takes place within a range of randomized distances and angles but at the same time prevents intersections.

Due to individual positioning of members along each section curve, projection intersections with adjacent layers are generated. This process produces an interconnected structure.

The structural optimization by Bollinger Grohmann Schneider ZT GmbH takes the design rules above into account but also considers working loads, amount of connection elements and the maximum deflection of each segment.

Optimisation is here understood as enhancing structural performance within architectural parameters and aesthetical intents. In addition to formal and structural aspects the amount of members is minimized without loosing the mass-like appearance.

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02

PRECE D E N T Logic - aggregation process Grasshopper This process cannot be considered as a strictly parametric straightforward design generation process but is rather a negotiation between architectural aspiration, structural behaviour, buildability, logistics of assembly, and cost control.

Figure 5

http://www.soma-architecture. com/index.php?page=vague_ formation&parent=2# 26

Figure 6

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02

PRECE D E N T Logic - computational logics Karamba The static system of the pavilion is made up of a number of arches that span a distance of 12 metres (39 feet). Each of the arches is made of multiple layers of rods. The members of one layer connect to elements on the neighbouring layers via short, circular studs. The number of connections between neighbouring elements thus depends on their inclination with respect to each other. The optimisation task here involved selecting the elements orientation for minimum displacement under given loads at minimum total structural weight. The parameterisation of the geometry was done entirely in Grasshopper, and the solution process handled by its built-in probabilistic optimisation engine.

Figure 7 http://www.soma-architecture.com/index. php?page=vague_formation&parent=2# 28

Figure 8

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02

PRECE D E N T Whole - the quality of space The mass-like appearance aims at underlining the creative character of our perception, since our brains are constantly trying to distinguish figures and patterns within disorder.

Bottom-up means here also a speculative intention: Rather than to represent forms or meanings, the architecture produces an ambiguous mass to allow visitors come up with their own interpretations and associations. In this way the pavilion could be called performative. It wants to trigger engagement with contemporary music, not by being complicated or difficult but by displaying complexity in a playful way.

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02

PRECE D E N T Whole - the potentials of the part to influence a suggested home activity For the potential development based on the part structure and karamba logic, we nd that the large span covered by this new arch structure could be a way for people living o ground to reach the post humanism idea of the coexisting between human city and natural environment. The medium scale is the thinking of exible wall structure which could be a way to solve the material supply issue of the metabolism which is to allow space, furniture come from wall or slab when people need, and would merge inside when there is no need. Like the hoberman sphere. Small scale is like the ergonometic chair which could generate its equilibrium based on the weight and figure of body.

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0 3

A GGREGAT I ON

03

A GGRE G A T I O N Project introduction The former precedent study research generated an understanding of the discrete architecture and explored roughly about how would it become the residential relative structure. Based on that, following the bottom-up design thinking sequence, in the aggregation project, we started from describing an object which has the systematic possibility.Then based on the part, accomapnied with the logic of system to generate Quarantine dwelling on the Avalon Airport.

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1. Design interation & precedent 40 - 61

4. Logic 86 - 103

2. Material 62 - 69

5. Whole 104 - 133

3. Part 70 - 85

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1. Design interation & precedent

03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Deployable structure with membrane When discussing about the discrete architecture, the system’s discrete firstly impressed me as an operable, dynamic system. The idea of generating a discrete of system instead of object leads me to research about the deployable structure.

Figure 9: DEPLOYABLE STRUCTURE Design & Fabrication Team: David FENG, Lei YU, Yu GAN Role: structure research, concept, 3D & joint design, fabrication Instructor: Mohamad Al Khayer Year: 2016 Spring University of Pennsylvania, PennDesign https://www.leidea-tion.com/deployable-structure 42

Inflatable membrane system act as the pollusion filter to prevent the corona viruse.

Space could be folded during unoperable time and hidden in the vertical system, but could pumped out when there is a requirement like isolation room suddenly required in emergency.

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03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Deployable structure 2D potential By fixing the interaction point of the two slices, the space could be rotatable in one plane. Combined with the others slices, it would generate a surface with operable size.

Member and member’s connection via bolt screw to allow rotations and fix to some angle.

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The possible structure iterations 45

03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Deployable structure 3D potential Based on the reasearch of the deployable structure, the operable and spacial quality are normally in 2D. The only way to generate it from 2D into 3D is by applying the structure in different direction following x,y,z with an angle applied.

Laser cut the perpex clear board as the base plate for the three directions’ development.

Based on the black joint, the different dimensions member could be linked togather.

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03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Deployable structure as architecture Inspired from the spine structure in the human body and the mechanical skeleton which could allow the structure to grow biologically and depend on the gravity effect due to the different weight of the facilities.

Combined with the design reflection1 structure, it could generate a system which depend on the weight and gravity to make a dynamic system stable.

Figure 10 https://intensiondesigns.ca/category/articulated/spine/ 48

Hollow tube transporting microalgae Studs expand from edges of the central core Steel cabel holds end caps together

Cables balanced studs in diagonal line

Central core

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03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent

Interlock connection - precedent As the first iteration does not show enough capability of space quality and its moderation as part to consist the whole system, the new iteration changed the idea from deployable part to undynamic but more flexible structure which achieve through not having fixed facilities but reply on the interlock structure cluster to provide the stability and flexibility.

By researching on the project done by Research cluster from Bartlett Bpro, the interlock structure’s advantage attract us due to its assembly easy and replace the directly load transfering through the structure vertically but use the objects’ overlap to transfer load from one object to another.

Figure11: SnP Research cluster 5&6: Aikaterini Konstantinidou, Laura Lammar, Tatiana Teixeira Role: structure research, concept, 3D & joint design, fabrication Instructor: Daniel widring, Guan Lee, Igor Pantic, Adam Holloway, Stefan Bassing Year: 2017-2018 The Bartlett School of Architecture

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https://issuu.com/snp./docs/snp_portfolio

Thermalplastic - precedent Introduced by Danny, we researched about the thermalplastic applied in the Flow-morph project. It is an impressive material which could allow flexible change and highly recyclable. The fast configuration speed of this material shows us a direction to use this to replace the mould of plastic fabircation applied in the construction process. Thus based on this, the next page shows the possibility using thermalplastic to generate interlock structure.

Figure 12: Flow-morph Research cluster 9: Yuhsin Huang, Eri Sumitomo, Jie Sun Role: structure research, concept, 3D & joint design, fabrication Instructor: Soomeen Hahm, Alvaro Lopez Rodriguez Year: 2017-2018 The Bartlett School of Architecture

https://issuu.com/soomeenhahm/docs/rc9_1718_flowmorph

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03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Thermalplastic interlock structure By using the thermalplastic as the construction material, it could generate structure rapidly. Hollow cavity could be generated accompanied with the membrane material applied as the thermalplastic melting. Different fill like water, air, insulation could be inflated inside to achieve different function requirements.

Insulation

Water

Air

Cable

Use the polymorph plastic to create robotic fabricated tube for generating insulations.

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03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent BIOPLASTIC: Bioplastics are plastic materials produced from renewable biomass sources, such as vegetable fats and oils, corn starch, straw, wood-

Mould interlock structure chips, sawdust, recycled food waste, etc. Bioplastic can be made from agricultural by-products and also from used plastics (i.e. plastic bottles and other containers) by using microorganisms. Bioplastics are usually derived from sugar derivatives, including starch, cellulose, and lactic acid. Common plastics, such as fossil-fuel plastics (also called petrobased polymers) are derived from petroleum or natural gas.

After experimented the combination of thermalplastic with interlock structure, the disadvantage of this method is obvious - time comsuming. Although the original aim for implementing the thermalplastic is its speed of configuration, but the amount of segment applied in one part is large which has already covered its only advantage.

Thus in the later study, the focusing point changing from melt plastic during construction into moulding it before construction. By treating it as prefabricated profile, the speed of interlock construction get quicker than before.

Mould interlock structure

octagon

lock

part 54

ats and oils, corn starch, straw, woodand also from used plastics (i.e. plastic gar derivatives, including starch, celluers) are derived from petroleum or

Mould interlock structure cluster 1 55

03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Mould interlock structure of material mixture Each material has their feature and strength in some aspects. The tension and ductility of plastic is very high compare to the concrete and timber, also its high flexible and easy fabrication feature makes it become a proper material for small scale element prefabrication with complex design form. However, the strength and compression of concrete proves that concrete could be more suitable as primary structure.

Thus, the mateiral discrete becomes another aspects of our design research point. As we think each material should has its own function and should maximize its strength.

Part accumulation 56

Mould interlock structure cluster 2 57

03

A GGRE G A T E - I N T E R L O CX 1. Design Iteration & precedent Mould straight rod with track The mould interlocks structure presents rich spatial quality however the material consumption becomes to be too much. In order to decrease the material consumption, sliding system might be a good method to control the assembly in the same dimension as a slice not a block.

Also sliding system could generate infinit possibility which could allow people determine the location of interlocks based on their requirements. By providing a rule, but no allocation, the space would developed freely to eventually reached a self-satisfied quality.

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Track allow embeded facilitis: - light pipe - air - insulation - water - sliding structure

Mould interlock structure cluster 3 59

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2. Material

03

A GGRE G A T E 2. Material

-

I N T E R L O CX

Concrete The issue for concrete used in convention architecture is it require long fabrication time and large amount of labor. It is too weak as a single construction material without combining with the reinforcement. Also, in some discrete precedent we researched during this process, we found that the existing of concrete as small part element would cost a lot more material than the traditional way.

However, the strength and compression of it still proves that concrete could be applied as primary structure, but in a different way. This is why in later project, we tried to choose concrete as the main primary structure.

High dense concrete Since the aim for applying concrete is for primary structure and do not require too much, the strenght and durability must be strong enough to afford the load bearing requirement. The high dense concrete has better compression resistance than the other concrete which suit better for the purpose and could better support the hollow concrete tube.

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03

A GGRE G A T E 2. Material

-

I N T E R L O CX

Plastic Plastic pollution as the most significant environmental problem, gives us an inspire of the possibility of it when becoming to architectural material. According to the research, the construction plastic material could be recycled from plastic bottle, bowl and chair liked daily used item. By using shredder, the plastic could be smashed into little pieces which has the capacity for later fabrication then to generate construction material. The tension and ductility of plastic is very high compare to the concrete and timber, also its high flexible and easy fabrication feature makes it become a proper material for small scale element prefabrication with complex design form. Also compare to concrete, plastic could be more acceptable for indoor furniture.

BIOPLASTIC

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Bioplastics are plastic materials produced from renewable biomass sources, such as vegetable fats and oils, corn starch, straw, woodchips, sawdust, recycled food waste, etc. Bioplastic can be made from agricultural by-products and also from used plastics (i.e. plastic bottles and other containers) by using microorganisms.

Bioplastics are usually derived from sugar derivatives, including starch, cellulose, and lactic acid. Common plastics, such as fossil-fuel plastics (also called petrobased polymers) are derived from petroleum or natural gas.

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03

A GGRE G A T E 2. Material

-

I N T E R L O CX

Timber Timber as one of the most popular construction materials has presented its low footprint, and advantages in construction. Also, compare to the other material, the time consumption for getting this material to the construction level is the shortest and easiest one. However, it is this highly used of timber caused a lot of environmental pollution like land desertification. But for our currently life habit, the comfort indoor environment generated by timber would be hard to replace. So, this is why we still add timber as a transition material which could be decided by occupants themselves to make the space material customizable.

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3. Part

03

CONNECTOR A

A GGRE G A T E

-

DOWEL

CONCRETE TO CONCRETE

I N T E R CONNECTION L O CX

3. Part Original configuration

CONCRETE PART CATEGORY

CONNECTOR A In order to apply the idea of using simple part with interlocking method without bolting and additional fixing, we set the part into 4 fundamental type – I,U,S,P. Since there are various cap for each material part, the following pages shows the iteration for the different interlock possibilities.

CONCRETE PARTI –CATEGORY is for length extension.

72

U – is for lock direction orientation.

PLASTIC

CONCRETE TO CONCRETE CONNECTION

CONNECTOR A

DOWEL

CONNECTOR B

CONCRETE PART CATEGORY

PLA

CONNECTOR A

CONCRETE PART CATEGORY

S & P – are the main lock part which provide stiffness and stable for the lock system.

CO

DOW

PLASTIC PART CATEGORY

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03

A GGRE G A T E

3. Part UISP Iteration

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-

I N T E R L O CX

75

0 3CONCRETE A GPART G RCATEGORY E G A T E

-

I N T E R L O CX

PLASTIC

3. Part

Concrete

CONCRETE AGGREGATION CAPABILITIES 76

PLASTIC

CONCRETE FABRICATION PROCESS

CONCRETE TO PLASTIC & TIMBER PARTS CONNECTIONS Pre-embeded steel threaded rod

Timber part

100x100mm ‘I’ profile concrete part

‘U’ shape plastic part

Pre-embeded rod connector

100x100mm ‘P’ profile concrete part

Connector A locks the end of plastic/ timber part and concrete.

P C

Pre-embeded track with screw holes Connector A

P C

CONCRETE TO CONCRETE CONNECTION

CONCRETE PART CATEGORY

PLA 77

PLASTIC TO TIMBER CONNECTION

03

A GGRE G A T E

TIMBER T CONNEC

Timber part

-

I N T E R L O CX

3. Part Plastic

PLASTIC PART CATEGORY

DOWEL

CONNECTOR B

PLASTIC PART CATEGORY 78

CONNECTOR C

TIMBER P

DOWEL

TIMBER PART C

PLASTIC FABRICATION PROCESS

Connector B

t

Connector C

Dowel

PLASTIC TO PLASTIC CONNECTION

Timber part

Connector C

Dowel PLASTIC TO TIMBER CONNECTION

Timber part

PLASTIC PART CATEGORY

79

Dowel

03

TIMBER TO TIMBER CONNECTION

A GGRE G A T E

-

I N T E R L O CX

3. Part Timber

TIMBER PART CATEGORY

DOWEL

CONNECTOR B

CONNECTOR C

TIMBER PART CATEGORY

Moulded plastic cap Timber part 80

TIMBER FABRICATION PROCESS

40x40x500mm timber part Connector C Connector B

40x40x1000mm tmber part

Connector C

Dowel TIMBER TO TIMBER CONNECTION

TIMBER PART CATEGORY 81

03

A GGRE G A T E

3. Part Physical model

82

-

I N T E R L O CX

Since our concept of discrete is using simple and easy part and construction method. We penetrated this idea into the material discrete which is not using a combined part which has the combination of several material, but each material separated with its own function but the same language. Like here concrete for primary structure, plastic and timber for secondary structure and internal enclosure and furniture. What we intend to design is a discrete of discrete which minimize any complex detail from fabrication to construction then to operation.

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84

TIMBER PART CATEGORY

Moulded plastic cap Timber part

Moulded plastic cap Plastic part Concrete part Male and female connection cap MATERIAL DISCRETE AGGREGATION CAPABILITIES

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4. Logic

03

A GGRE G A T E 4. Logic

-

RESEARCH & PRECEDENTS

Design concepts with focus on design brief I N T E R L O C RESEARCH X & PRECEDENTS Design concepts with focus on design brief

Reference

Figure 13 T-slot framing

https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternative-mechanics-with-aluminum-profiles/

Figure 14 Dovetail sliding joint

https://www.wikihow.com/Cut-a-Sliding-Dovetail

Dovetail sliding joint

https://www.wikihow.com/Cut-a-Sliding-Dovetail

88

Dovetail sliding joint

https://www.wikihow.com/Cut-a-Sliding-Dovetail

SnP, Research Cluster 5&6

https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternative-mechanics-with-aluminum-profiles/ SnP, Research Cluster 5&6

https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternative-mechanics-with-aluminum-profiles/

SnP, Research Cluster 5&6

https://www.meccanismocomplesso.org/en/t-slot-framing-anternative-mechanics-with-aluminum-profiles/

RESEARCH & PRECEDENTS Design concepts with focus on design brief

Dovetail sliding joint

https://www.wikihow.com/Cut-a-Sliding-Dovetail

liding-Dovetail

Figure 15 SnP, Research Cluster 5&6

https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternative-mechanics-with-aluminum-profiles/

SnP, Research Cluster 5&6

https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternative-mechanics-with-aluminum-profiles/ 89

03

A GGRE G A T E 4. Logic

-

I N T E R L O CX

Pare refine - cluster iterations CONCRETE PART TYPE-I CLUSTER

IDE STACKING CLUSTER

TYPE-U CONCRETE PART SIDE TO SIDE STACKING CLUSTER

TYPE-U CLUSTER CONCRETE PART TYPE-I CLUSTER

CONCRETE PART TYPE-U CLUSTER

TYPE-S CONCRETE PART SIDE TO SIDE STACKING CLUSTER

TYPE-S CLUSTER

CONCRETE PART TYPE-S CLUSTER

90

TYPE-I SIDE TO SIDE CLUSTER

TYPE-I TYPE-I SIDE TO SIDE STACKING CLUSTER LOCKING CLUSTER

TYPE-I TYPE-U SIDE SIDETO TOSIDE SIDESTACKING CLUSTER CLUSTER TYPE-I SIDE TO SIDE CLUSTER

TYPE-U SIDE TO SIDE STACKING CLUSTER TYPE-I SIDE TO SIDE STACKING CLUSTER

TYPE-U SIDE TO SIDE STACKING CLUSTER TYPE-U SIDE TO SIDE CLUSTER

TYPE-S SIDE TO SIDE CLUSTER

TYPE-U SIDE TO SIDE STACKING CLUSTER

TYPE-S LOCKING CLUSTER

TYPE-S SIDE TO SIDE STACKING CLUSTER TYPE-S SIDE TO SIDE CLUSTER

TYPE-S SIDE TO SIDE STACKING CLUSTER

TYPE-S LOCKING CLUSTER

TYPE-S SIDE TO SIDE STACKING CLUSTER

TYPE-I TYPE-U LOCKING CLU CLU LOCKING

CLUSTER LIBRARY

TYPE-I LOCKING CLUSTER

Pa r t s l i d i n g c l u s t e r s a n d l o c k i n g c l u s t e r

1:50 @ A1 0

1

2

3

5

TYPE-U LOCKING CLUSTER

91

CONCRETE PART TYPE-S CLUSTER

CONCRETE PART TYPE-S CLUSTER

CONCRETE PART TYPE-P CLUSTER

CONCRETE PART TYPE-P CLUSTER

CONCRETE PART COMBINED CLUSTER

CONCRETE PART COMBINED CLUSTER

92

TYPE-S SIDE TO SIDE STACKING CLUSTER

TYPE-S SIDE TO SIDE CLUSTER

TYPE-S SIDE TO SIDE STACKING CLUSTER

TYPE-S SIDE TO SIDE CLUSTER

TYPE-P SIDE TO SIDE CLUSTER

TYPE-P SIDE TO SIDE CLUSTER

COMBINED SIDE TO SIDE CLUSTER

COMBINED SIDE TO SIDE CLUSTER

TYPE-P SIDE TO SIDE STACKING CLUSTER

TYPE-P SIDE TO SIDE STACKING CLUSTER

COMBINED SIDE TO SIDE STACKING CLUSTER

COMBINED SIDE TO SIDE STACKING CLUSTER

TYPE-S LOCKING CLUS

TYPE-S LOCKIN

TYPE-P LOCKING CLUSTER

TYPE-P LOCKING CLUS

TYPE-S LOCKING CLUSTER

TYPE-S LOCKING CLUSTER

TYPE-P LOCKING CLUSTER

TYPE-P LOCKING CLUSTER

93

PART LIBRARY

0

Part components and connection details.

03

A GGRE G A T E 4. Logic

-

CROSS-SECTION CONNECTION DETAIL

2000

1000

500

1:25 @ A2

I N T E R L O CX

Pare refinePART - Concrete LIBRARY

0

Part components and connection details.

2000

1000

500

CONCRETE PART TYPE-P

CONCRETE PART CONCRETE TYPE-I

PART CROSS-SECTION 300x300x1500 CONNECTION DETAIL

1:25 @ A2

300x300x1500

Steel track Nut and washer Threaded rod

120x120x600 Plastic part typ

Pre-drilled 200 UC 46 Recessed notch

PLASTIC PART CONNECTION DET

CONCRETE PART TYPE-I

CONCRETE PART TYPE-P

300x300x1500

300x300x1500

CONCRETE PART TYPE-S

CONCRETE PART TYPE-U

300x300x1500

The notch on the concrete part is indented to accommodate nuts on threaded rods and to avoid interrupting the sliding system.

300x300x1500 Concrete part with hollow core Cap A

CONCRETE PART CROSS-SECTION CONNECTION DETAIL

2000

1:25 @ A2

CONCRETE PART TYPE-S

300x300x1500

PLASTIC PART TYPE-I

120x120x600

PLASTIC PART TYPE-I EXTENSION

PLASTIC PART CONNECTION DETAILS

CONCRETE PART TYPE-U

300x300x1500

120x120x600 Plastic part PLASTIC PARTtype P TYPE-U

120x120x600

Drop-in nut

Dowel A

Cap B

Dowel B

Conner cap A

Conner cap B

PLASTIC PART CONNECTION DETAILS

PLASTIC PART CONNECTORS

Steel track

120x120x600 Plastic part type P

300x300x1500 300x300x1500 Concrete part

Cap A

120x120x600

Nut and washer

PLASTIC PART TYPE-U ASSEMBLY

120x120x600 Plastic part type U

120x120x600 Enclosure connector A

Threaded rod

Enclosure connector B

Structural frame at the back

Enclosure connector C

120x120x600 Plastic part type U

Cap B

Cap A

PLASTIC PART TYPE-I

120x120x600

PLASTIC PART TYPE-I EXTENSION

Dowel A

Dowel B

PLASTIC PART TYPE-S

120x120x600

Conner cap A

Drop-in nut

120x120x600

120x120x600

120x120x600

Recessed notch

Dowel B

Cap A 120x120x600

PLASTIC PART TYPE-P ASSEMBLY

Enclosure connector B

Dowel A

Dowel B

300x300x1500

Cap A

Enclosure connector D

120x120x600

PLASTIC PART TYPE-P

120x120x600

PLASTIC PART TYPE-S ASSEMBLY

PLASTIC PART TYPE-P ASSEMBLY

120x120x600

120x120x600

Cap B

Dowel A

Dowel B

Drop-in nut

300x300x1500 Concrete part

BUILDING ENCLOSURE PARTS

TIMBER PART 120x120x1000 PART

TIMBER DROP-IN NUT DETAIL

1. Drop the nut into the groove.

3. Rotate the nut by 90 deg stuck into the groove.

300x300x1500 Concrete part with TIMBER PART 120x120x3000 hollow core

TIMBER PART 120x120x2000

2. Place the nut adjacent to the dowel.

120x120x2000 Timber part

Cap A

94

Cap B

Dowel A

Dowel B

Drop-in nut

PLASTIC PART CONNECTION DETAILS

3. Rotate the nut by 90 degree so it stuck into the groove.

4. Screw the bolt into the nut to prevent dowel sliding.

1. Drop the nut into the gro

Aluminium base sill

Drop-in nut and bolt

Prefabricated ETFE panel encased in male enclosure part.

TIMBER PART DROP-IN NUT DETAI

Enclosure connector B

Enclosure part

The notch on the concrete part is indented to accommodate nuts on threaded rods and to avoid interrupting the sliding system.

Enclosure part

BUILDING ENCLOSURE PARTS

120x120x600

Drop-in nut and bolt

Enclosure connector C

Drop-in nut and bolt

PLASTIC PART TYPE-S

Enclosure part

Enclosure connector D

Prefabricated ETFE panel encased in male enclosure part.

Enclosure connector C

120x120x600 Enclosure connector A

Plastic part type I

Cap B

PLASTIC PART TYPE-P

PLASTIC PART TYPE-U

PLASTIC PART TYPE-S ASSEMBLY

Conner cap B

PLASTIC PART CONNECTORS

PLASTIC PART TYPE-U ASSEMBLY

Dowel B

120 Plas

Pre-drilled 200 UC 46 120x120x600

PLASTIC PART CONNECTION DETAILS

track

nd washer

aded rod 120x120x600 Plastic part type I

rilled 200 UC 46

Cap A

sed notch

Dowel B 120x120x600 Plastic part type U

Drop-in nut and bolt

300x300x1500 Concrete part

300x300x1500 Concrete part with hollow core

PLASTIC/ TIMBER TO CONCRETE CONNECTION DETAIL 95

03

A GGRE G A T E 4. Logic Part refine - Plastic

-

I N T E R L O CX

CONCRETE PART TYPE-S

300x300x1500

CONCRETE PART TYPE-U

300

Cap A

PLASTIC PART TYPE-I

120x120x600

PLASTIC PART TYPE-I EXTENSION

120x120x600

Drop-in nut

Cap B

Dowel A

Conner cap A

Conner

PLASTIC PART CONNECTORS

PLASTIC PART TYPE-U

120x120x600

PLASTIC PART TYPE-U ASSEMBLY

120x120x600 Enclosure connector A

Enclosure connector B

Enclosure connector D

96

PLASTIC PART TYPE-S

PLASTIC PART TYPE-P

120x120x600

PLASTIC PART TYPE-S ASSEMBLY

120x120x600

120x120x600

PLASTIC PART TYPE-P ASSEMBLY

120x120x600

Enclosur

Enclosure p

Prefabricated ETFE panel encased in male enclosure part.

BUILDING ENCLOSU

PLASTIC PART CONNECTION DETA

PLASTIC PART CONNECTION DETAILS

1500

120x120x600 Plastic part type P

Stru the

120x120x600 Plastic part type U

120x120x600 Plastic part type U 120x120x600 Plastic part type I

B

Cap B Enclosure connector C Dowel B

Cap A

Enclosure part

Dowel A Drop-in nut and bolt

tor C

Enclosure connector B

Drop-in nut and bolt Dowel B

Aluminium base sill Drop-in nut and bolt

97

03

A GGRE G A T E 4. Logic 300x300x1500

-

I N T E R L O CX

CONCRETE PART TYPE-U

300x300x1500

120x120x600 Plastic part type P

Part refine - Plastic

Cap A

PLASTIC PART TYPE-I EXTENSION

0

120x120x600

Drop-in nut

Cap B

Dowel A

Conner cap A

Dowel B

Conner cap B

Cap B

PLASTIC PART CONNECTORS

Cap A

PLASTIC PART TYPE-U ASSEMBLY

120x120x600 Enclosure connector A

Enclosure connector B

Enclosure connector C

Dowel B

Enclosure connector D

PLASTIC PART TYPE-S ASSEMBLY

120x120x600

Enclosure part

Prefabricated ETFE panel encased in male enclosure part.

TIMBER PART DROP-IN NUT DETAIL

PLASTIC PART TYPE-P ASSEMBLY

98

120x120x600

BUILDING ENCLOSURE PARTS

1. Drop the nut into the groove.

2. Place dowel.

Concrete part with hollow core

PLASTIC/ TIMBER TO CONCRETE CONNECTION DETAIL

PLASTIC PART CONNECTION DETAILS

Structural frame at the back

120x120x600 Plastic part type U

Envelope system in the front

Enclosure connector D

Enclosure connector A

Enclosure connector C Dowel B

Enclosure part

Enclosure connector B

Aluminium base sill Drop-in nut and bolt

Prefabricated ETFE panel Recasting plastic panel

99

TIMBER PART

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A GGRE G A T E 4. Logic

-

I N T E R L O CX

Logic iteration 1 The interlock structure generates the load transfer from one object to another via the contact surface of both to replace the section connection which applied in the current concrete construction method. The logic of interlock part firstly came to mind is using the cluster which generated by the part to configure the architecture element like wall, column, slab, and stair. Then combined the part into architecture.

Colmn

Slab into stair

100

Stair

Wall

Wall - window system

Slab

101

03

A GGRE G A T E 4. Logic Logic iteration 2

102

-

I N T E R L O CX

103

5. Whole

03

A GGRE G A T E 5. Whole Project introduction The project aims to figure out a quick construction solution for the requirement of the government to build the quarentine camp near the Avalon airport to establish a transport stop to isolate overseas tourist into the safe level then send into Melbourne city.

Avalon airport is approximately 45 minutes’ driven from Melbourne’s CBD, 20 minutes from Geelong’s CBD and 15 minutes from Werribee. Travel time by air to most of the major cities of east and southeast Asia is less than 10 hours including Kuala Lumpur and Denpasar.

106

-

I N T E R L O CX

107

03

A GGRE G A T E 5. Whole Design Brief Our project starts from the critic perspective to discuss the current material applied in convention architecture and typical discrete architecture design.

In order to design a system which could fit in current construction and as a transition from contemporary construction to future construction, we start from the analysis of the three basic materials which are concrete, plastic and timber.

The main idea we have in terms of the material part is the recyclability and reusability.

For concrete and plastic, they could both be smashed into aggregates which could become the part of new concrete material.

We still hold the idea of doing the discrete of discrete which is by not have combined material as one part, we tend to separate them and let them doing each advantage functions. Like concrete is good at load bearing and plastic and timber would be more acceptable, but they all appearance with the similar language.

Thus, when it come to our design, the concept is to have simple, no rigid connection system to decrease the labour and cost of a discrete architecture. So our inspiration of this kind of solution is the SNP RC5&6. Base on that we researched the T-slot framing and the dovetail sliding joint to allow the project has more flexibilities.

108

-

I N T E R L O CX

109

03

A GGRE G A T E 5. Whole

-

I N T E R L O CX

Iteration 1

Ceiling cluster

Column cluster

Stair cluster

Primary structure

Wall cluster

Window cluster

110

Slab cluster

Secondary structure

Iteraciton 1 - building cluster

111

Iteraciton 1 - building cluster exterior daylight view 112

Iteraciton 1 - building cluster exterior night view 113

Iteraciton 1 - building cluster interior daylight view 114

Iteraciton 1 - building cluster interior night view 115

116

Iteraciton 1 - building cluster section view 117

118

Iteraciton 1 - building cluster plan 119

03

A GGRE G A T E 5. Whole

-

I N T E R L O CX

Iteration 2 - interim design AUTOMATION AUTOMATION and Mass-productionMass-production and auto-assembly ofauto-assembly of prefabricated parts prefabricated parts

FLEXIBILITYFLEXIBILITY Discrete parts

SUSTAINABILITY SUSTAINABILITY

REVERSIBILITY REVERSIBILITY

Upcycling plasticUpcycling is used plastic is used to make secondary elememts. to make secondary elememts.

Concrete and timber can also Concrete and timber can also be recycled. be recycled.

parts can be disassembled The parts can be The disassembled reconfigured to fit the and reconfiguredand to fit the needs of the users. needs of the users.

MATERIAL MATERIAL QUALITY QUALITY

DISCRETE POSSIBILITY DISCRETE POSSIBILITY

Parts with different Parts with different materials able to materials able to another with optimized interact with oneinteract anotherwith withone optimized performance. performance.

TIMBER PART TIMBER PART SECONDARY STRUCTURE SECONDARY STRUCTURE

120

Discrete parts

parts has theconnected potential to be connected The parts has theThe potential to be in multiple directions. in multiple directions.

PLASTIC PART PLASTIC PART SECONDARY STRUCTURE SECONDARY STRUCTURE

CONCRETE PART CONCRETE PART PRIMARY STRUCTURE PRIMARY STRUCTURE

Interim design - Interlocx partial section 121

122

Interim design - building cluster plan 123

124

The camp overall look also follows the UISP shape and logic to generate a universal language through the entire building from exterior to interior. Camp overlapping eachother with the help of the center core buliding member to connect the supply, material transportation and circulation through the whole site.

125

126

Interim design - Overall section with detail 127

128

Interim design - Overall detail plan 129

Interim design - Interior living room 130

Interim design - Interior window 131

Interim design - External view 132

133

s

0 4

F I N A L

D E S I G N

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A RC HI PEL AGOS

04

FIN A L D E S I G N Reflection - Discrete aim

A RCHI P E L A G O S

The discrete architecture shall offer the potential to adept, to change, and to customize.

The discrete architecture originally focusing on the challenge of capitalism which is by using the grid and rules to force people to adapt to space instead of space adapt people. Thus our understanding of discrete is it acts as a construction method which could change the succumb reality for low income people to generate a society which does not use money to judge the rank where architecture does not become the remarkable property of people.

136

Archipelago - dwelling possibility 1

137

04

discrete response

FIN A L D E S I G N - A RCHI P E L A G O S The potential Reflection - Discrete response Discrete as the new construction revolution method should take its responsibility to change the current construction and architecture issue.

of Discrete in contemporary architet

construction time & cost

1. Construction time & cost The traditional architecture require long construction time and cost which require a lot of labor on site with professional people to support a project got implemented. By disaturating the complex construction process into assembly stages of parts, the construction time will get decreased.

The solution for this is minimize the complexity of construction part and also its assemble process. Use simple and clear assembly method with the accompanied of AR, AI, and VR. 2. The traditional construction presents a common phenomenon which is the lack of adaptbility and flexibility.

Normally the construction is unreversible which caused significant waste of material and time. Also due to the unflexiblity, the project mistakes would normally cost lot of time to repair and some of them even unrepairable.

Discrete allow the construction process be reversible which could save material and decrease the loss of mistakes during the project.

3. Personality is the most important thing in our life but the least thing in our architecture. The architecture presented as the appearance of some people’s idea but unreflect to the people who actually use it. The traditional architecture method does not allow too much space for occupants to change their dwelling space.

By using parts to consist space, the space would be highly independent and highly reflect to personal requirement.

mass production & automation

Mass production & Automation

138

la

ponse

orary architetcure

tion

lack of flexibility & adaptability

reversibility

Reversiblitiy

lack of personality

customizability

Customizability 139

04

FIN A L D E S I G N - A RCHI P E L A G O S Reflection - Contemporary residential architecture issue

Contemporary residential architecture issue

The behaviour in residential architecture is mostly subjectively, the current dwell-

The behaviour in residential architecture is mostly subjectively, the current ing tried to use a universal method to generate space that suits everyone, but it dwelling tried is to impossible. use a universal method to generate space that everyone,to butadapt it Actually, people aresuits forced to space which not suit for is impossible. Actually, people are forced to adapt to space which not suit for them.

Only in house design which serves high-income people, they could them. Only in house design which serves high-income people, they could decide space suit for them. But for low income, life is just succumbing to reality. decide space suit for them. But for low income, life is just succumbing to reality.

This is mainly because by using the traditional space which is having people sharing slab, and ceiling, space would be able fit different people.

This iswall mainly because bynever using thetotraditional space which is having people

sharing slab, wall and ceiling, space would never be able to fit different people.

140

Figure 16: https://www.realestate.com.au/ advice/long-does-it-take-to-sell-a-house/

Figure 17: https://www.realestate.com.au/advice/long-https:// www.loveproperty.com/gallerylist/71087/what-homes-looklike-in-the-worlds-most-expensive-city

141

04

FIN A L D E S I G N - A RCHI P E L A G O S Reflection - Contemporary pandemic architecture Another reason for the apply isolated dwelling is originated from the pandemic.

Why we have to discuss post-pandemic architecture? Since the current dwelling cannot fulfil the requirement of the pandemic isolation, which lead to the cosequence of isolation panic and run out of public facilities. The residential architecture becomes something that causes the problem but not solves the problem or even just stops the problem. Although the pandemic would pass, there would be new circumstance happen. The rethinking of the current residential architecture is it cannot still only serve the normal spatial experience function, but also need to provide the function of self-isolation, so that it would prevent the tragedy happened again.

Based on the current isolation analysis, house isolation could work but apartment isolation would be dangerous. Thus this is another reason why we set the house separately to add the house quality into the apartment.

142

y residential architecture pandemic

he apply isolated dwelling is originated from the pandemic. cuss post-pandemic architecture? Since the current dwelling uirement of the pandemic isolation, which lead to the consepanic and run out of public facilities. The residential architecthing that causes the problem but not solves the problem or roblem. Although the pandemic would pass, there would ce happen. The rethinking of the current residential architeconly serve the normal spatial experience function, but also function of self-isolation, so that it would prevent the tragen.

t isolation analysis, house isolation could work but apartment angerous. Thus this is another reason why we set the house he house quality into the apartment.

Figure 18: https://www.theguardian.com/australia-news/2021/apr/18/family-ofthree-contract-covid-from-infected-neighbours-in-hotel-quarantine-in-sydney 143

04

FIN A L D E S I G N - A RCHI P E L A G O S Project research - site analysis The site allocated at 154-160 Leicester Street, Carlton. It is allocated among the interaction zone of university, dwelling, restaurant and services. In the history, it was once a pub and hotel combination. Ever since it got demolished incorrectly, it has not been deveoped for several years.

Since it is close to the University of Melbourne, the major occupants are students. But currently due to the pandemic, there are no long that much international students surround, the meaning of this site becomes to be a centre which could gathering people and present life.

Legend University facilities

144

Service

Prevailing wind

Dwelling

Resteraunt

Summer solstice

Square

Entertaiment

Winter solstice

Legend Connection to surrounding region

Transportation

Road

Stations

145

04

FIN A L D E S I G N - A RCHI P E L A G O S Project research - background analysis Based on the data, the site has high percentage of single and couple occupants, but less family. Compare to the average rent and income ratio with the other suburbans, Carlton has the lower income but higher rent. This unbalance of the income and rent ratio leads the project to discuss the space suitable for low-income but also for normal-income people.

ARTIST

Then when we think about to use discrete to generate different personality space, combined with the current communal quality, we figure out, different occupation people has different personality and lifestyle. If people with different life habits got mixed together, the consequence of the interaction would be only two: no interaction since there is no common language, conflicts if forced to interact. But when similar people come together or there is a clear community sorting, people could decide which group to go to based on their preference. Thus this is why we set the community into the artist, student and normal.

NON-ARTIST

background analysis POPULATION gender

age

occupation

Income and housing rent

occupation

median weekly incomes

male 15-19 20-24 25-29

people

30-34 35-39 40-44 45-49

13.9% 31.5% 16.4% 8.9% 4.9% 3.1% 2.8%

$338

11.1%

personal

40.4%

$1359 8.8%

family $561

male 46% female 54%

THE MAJOR AGE GROUP OF CARLTON

$1715 $1734

occupation

feMale

THE GENDER GROUP OF CARLTON

$644 $662

5.5%

11.1%

6.5%

age group 20-24, 31.5%

$1419 $1438

household

13.3%

$337 less THAN MMEDIAN WEEKLY PERSONAL INCOME OF victoria and australia

THE MEDIAN WEEKLY PERSONAL INCOME IN CARLTON WAS

1.9%

household composition 25.5% Single (or lone) person households

30.5%

family household

44.3%

machinery operators and drivers

sales workers

community and personal service workers

technicians and trade workers

managers

labourers

clerical and administratuve workers

rents weekly payments carlton victoria australia

group households

$380 $325 $335

household composition

THE MAJOR HOUSEHOLD COMPOSITION OF CARLTON

Single (or lone) person households 44.3%

146

professionals

THE MOST COMMON OCCUPATION IN CARLTON

professional 40.4%

THE MEDIAN WEEKLY PAYMENTS IN CARLTON WAS $380 higher THAN MMEDIAN WEEKLY PERSONAL INCOME OF victoria and australia

background analysis number of bedrooms

travel to work median weekly incomes

car, as driver

18.3%

tram

18.0%

worked at home

34%

1 bedroom

27.7%

walked only

bicycle

7.9%

none

THE MOST COMMOM METHOD OF TRAVEL TO WORK WAS

walked only 27.7%

38.4%

2 bedroom

12.5%

3 bedroom

3.7%

4 or more bedroom

6.3% 3.9%

number of registered motor vehicles

38.4%

2 bedroom

IS THE MOST COMMON DWELLING TYPE IN CARLTON, WITH

1 bedroom

IS THE SECOND MOST COMMON DWELLING TYPE IN CARLTON, WITH

3 bedroom

IS THE LEAST COMMON DWELLING TYPE IN CARLTON, WITH

34%

12.5%

tenure none

60.8%

1 motor vehicle

26.2%

2 motor vehicles

6.9%

3 or more vehicles

1.4%

number of vehicles not stated

4.6%

owned outright owned with a mortage

10% 8.1% 77.4%

rented THE MOST COMMON TENURE TYPE IN CARLTON IS

rented

147

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 1-1 Based on the part in the former process, the project started from experimenting the boundary of the cluster shape. Since the interim design seems to be undiscrete and too complex. In the new design, the focusing point changed from thinking part combination into cluster to boundary combination to building, then to part.

Iteration 1 started from the T shape and Slab shape boundary box to generate the possible spacial quality.

T shape origin

Use T and slab to consist the basic function room of the dwelling.

148

After establishing the basic layout of the unit, the other parts applied as facilities combined on the basic layout to generate apartment.

149

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 1-1

Basic function room iteration 150

Basic function room iteration 151

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 1-1

Function facility iteration 152

153

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 1-2 Extension structure extruded from the slab and T shape to dedicate the possible development direction and scape. This allow occupants to self decide which level they would like to develope the base living platform they have.

By applying the semi public and public inside as the connection structure to the other unit, and the private outside, the space would generate a communal space in the center of the building cluster, meanwhile the private room could get better solar access.

T shape

S shape

Extension

Boundary of maximum developing region 154

Semi public Public Private Combined unit iteration 155

Building cluster iteration1 156

Building cluster iteration2 157

Building cluster iteration 3 158

Building cluster internal space 159

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 2 Based on the logic above, apply part inside to generate the T and slab shape, with the change of material from concrete to metal, since it has the same structural quality as concrete but lighter and allow more flexible profile.

BUILDING ELEMENT CLUSTERS

‘T’ SHAPE CORNER

CORNER TO SLAB CONNECTION

SLAB/ EXTENSION

SLAB TO SLAB CONNECTION

160

BUILDING ELEMENTS AGGREGATION

161

04

FIN A L D E S I G N - A RCHI P E L A G O S P r o j e c t p r o c e s s -SLAB/ i t eEXTENSION ration 2 SLAB/ EXTENSION

SLAB TO SLAB CONNECTION SLAB TO SLAB CONNECTION

Mega structure idea generated due to the structural support for the extension part. By arranging the mega structure vertically and horizontally, they play the main primary structure in the load bearing family.

STRUCTURAL CLUSTERS

STRUCTURAL CLUSTERS STRUCTURAL CLUSTERS

STRUCTURAL ELEMENTS CONNECTIONS

STRUCTURAL ELEMENTS STRUCTURAL ELEMENTS CONNECTIONS CONNECTIONS

STRUCTURE AGGREGATION 1

STRUCTURE AGGREGATION 1 STRUCTURE AGGREGATION 1

162

STRUCTURE AG

BUILDING ELEMENTS AGGREGATION

STRUCTURE AGGREGATION 2

STRUCTURE AGGREGATION 3

163

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 2 Archipelagos: Based on all the illustrations above, each people’s lives in our design is like an island, it is an island for physical living habit, an island for the personal spirit.

In terms of how it is gonna connect with the other individual’s island and the method of connection, it would all depend on the individual. Then the interaction between different island would generate a community archipelago which is a unity of peace, nonsuccumb and high interaction.

164

Artist archipelago

Student archipelago

Life archipelago

165

166

167

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Mega structure 300x300mm Aluminium parts

EXTERNAL MEGA-STRUCTURE 300x300mm Aluminium parts

STRUCTURAL ELEMENTS CONNECTIONS

STRUCTURAL CLUSTERS

STRUCTURE AGGREGATION 1

168

STRUCTURE AGGREGATION 2

STRUCTURE AGGREGATION 3

STRUCTURE AGGREGATION 1

STRUCTURE AGGREGATION 4

STRUCTURE AGGREGATION 2

STRUCTURE AGGREGATION 3

STRUCTURE AGGREGATION 5

169

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Primary structure

PRIMARY STRUCTURE CLUSTERS

120x120mm Aluminium parts

120x120mm Aluminium parts 4

1

‘T’ SHAPE CORNER

CORNER TO SLAB CONNECTION

4

SLAB/ EXTENSION

3 5

SLAB TO SLAB CONNECTION 2

1

4

3 5

1

6 4

2 T-PART CONNECTION POINTS

3 5

1 6

2 6

4 T-PART CONNECTION POINTS

5

3 SLAB CONNECTION POINTS

1 T-CLUSTER

170

T-PART CO

T6 X T6

6

2 AGGREGATION 1

T-CLUSTER AGGREGATION 2 T6 X T3

5 4

3

SLAB/ EXTENSION

2

1

5

SLAB TO SLAB CONNECTION 2

1

6

6

ONNECTION

4 T-PART CONNECTION POINTS 4

4

T-PART CONNECTION POINTS

1

3 5

5

1

4

3

2

1

2

1

2

3

5 2

6

SLAB CONNECTION POINTS

6 T-CLUSTER AGGREGATION 1 T6 X T6

3 5

SLAB CONNECTION POINTS 6

T-CLUSTER AGGREGATION 2 T6 X T3

6

4 T-PART CONNECTION POINTS T-PART CONNECTION POINTS 5

CORNER TO SLAB CONNECTION SLAB CONNECTION NECTION

1

4

3

2

3 5

1

2 6

6

T-CLU T6 X T

SLAB CONNECTION POINTS SLAB CONNECTION POINTS T-CLUSTER AGGREGATION 4 T1 X T3

T-CLUSTER AGGREGATION 3 T2 X T1

T&SLAB CLUSTER AGGREGATION 1 T1 X T4 T&SLAB CLUSTER AGGREGATION 1 T1 X T4

SLAB TO SLAB CONNECTION AB CONNECTION T-CLUSTER AGGREGATION 2 T6 X T3

AGGREGATION 2

T-CLUSTER AGGREGATION 5 T6 X T6 XT3 T-CLUSTER AGGREGATION 5 T6 X T6 XT3 AGGREGATION 2 T-CLUSTER AGGREGATION 4 T-CLUSTER T-CLUSTER AGGREGATION 2 T6 X T3 T1 X T3 T6 X T3

AGGREGATION 4

T&SLAB CLUSTER AGGREGATION 1 T&SLAB CLUSTER AGGREGATION 1 T1 X T4 T1 X T4

T&SLAB CLUSTER AGGREGATION 2 T6 X T6 X T2

171

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Secondary structure

SECONDARY STRUCTURE

120x120mm Plastic parts CLUSTERS 120x120mm Plastic parts CIRCULATION

CIRCULATION PART STRUCTURE

CIRCULATION PART WITH FINISHING

PLATFORM

PLATFORM PART STRUCTURE

172

PLATFORM PART WITH FINISHING

PLATFORM-UPPER FLOOR+STORAGE SPACE

PLATFORM-LOFT

CTURE

+60x60mm Plastic parts

ON

STAIR/ TRANSITION

SECONDARY SECONDARY STRUCTURESTRUCTURE CLUSTERS CLUSTERS 120x120mm Timber 120x120mm parts +60x60mm Timber parts Plastic +60x60mm parts Plastic parts STAIR/ TRANSITION STAIR/ TRANSITION

INTERIOR FURNITURE INTERIOR SETFURNITURE SET

READING DESK/ WORKSTATION DESK/ WORKSTATION

CORNER+BOOK READINGSHELF CORNER+BOOK READING SHELF CORNER+BOOK SHELF

STAIRCASE

STAIRCASE

STAIRCASE SOFA+TEA TABLE+DISPLAY SOFA+TEA SHELF TABLE+DISPLAY SHELF

173

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Family dwelling cluster iteration Primary - entire - community type cluster

Family

174

Archipelago 1 - artist

175

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Double dwelling cluster iteration Primary - entire - community type cluster

Couple

176

Archipelago 2 - Profession

177

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Single dwelling cluster iteration Primary - entire - community type cluster

Singke

178

Archipelago 3 - Student

179

04

FIN A L D E S I G N - A RCHI P E L A G O S Project process - iteration 3 Developing process

180

181

04

FIN A L Manifesto

D E S I G N

-

A RCHI P E L A G O S

The Archipelagos is a human-centred system that aims to provide exible and adaptable spaces for dierent groups of people at lower construction time and cost without compromising their specic needs.

The residents can freely determine the amount of the spaces and the types of spaces they needed via the digital platform.

App provided to the customer to help them to understand the facility, pick the suitable location of dwelling, define the dwelling size, type, complexity and indoor furniture.

182

gos 11 11 :: 00 00 A AM M

FF RR II JJ U UN N 66

11:00AM

ARCHIPELAGOS

FRI JUN 6

ARCHIPELAGOS

O C C U PA N T S CENTER

SYSTEM

enter

S U P P LY

HELP

183

04

FIN A L

D E S I G N

-

A RCHI P E L A G O S

Part Occupants would firstly select their type between current occupants and future occupants. The current occupants would be led to the part system which would dedicate the part connection detail, materila type, part dimension and part production information to allow occupants to be able to add parts to their island, repair, replace parts.

ARCHIPELAGO HOME

O C C U PA N T S C E N T E R

SYSTEM

S U P P LY

please select your occupants' type

CURRENT O C C U PA N T S

184

FUTURE O C C U PA N T S

HELP

ARCHIPELAGO HOME

O C C U PA N T S C E N T E R

SYSTEM

S U P P LY

HELP

PA R T

welcome to archipelago part system __|make your personalized island...

185

11:00AM

FRI JUN 6

Horizontal Member

186

MLEo cG A ation

Ver tical Member

Reinforcing Member Horizontal Member

187

MEGA

0C4o n f Fi gI Nu Ar aL t iDo En S I G N

- A RCHI P E L A G O S Mega structure - configruation STEEL PART

STEEL PART

Ver tical Member

300x300mm

300x300mm Horizontal Member Reinforcing Member

SIDE - SIDE

SIDE - CROSS

REINDORCING LOCK

300x300mm

CROSS - CROSS

188

O C C U PA N T S C E N T E R

PA R T

STEEL PART

STEEL PART

SIDE - SIDE

STEEL PART

STEEL PART

300x300mm

300x300mm

SIDE - CROSS

300x300mm

SIDE - SIDE 2

300x300mm

CROSS - CROSS

300x300mm

CROSS - CROSS

REINDORCING LOCK X STEEL PART

REINDORCING LOCK

HELP

S U P P LY

REINDORCING LOCK X STEEL PART

300x300mm

CROSS - SIDE

300x300mm

SIDE - SIDE

189

O C C U PA N T S C E N T E R

0 4M EF G I NA A L

D E S I G N - A RCHI P E L A G O S Aas sse l yr e m- ea ts h Meg t rm u cbt u s eomdbsl y m e t h o d s

Connection detail 1

Connection detail 2

190

PA R T

2

O C C U PA N T S C E N T E R

PA R T

S U P P LY

Fastener

HELP

CROSS - CROSS

Dual cross dowel Connecting cleat

Connector

Fittings

Connecting cleat

Threaded rod & nuts

Nut and washer Threaded rod

SIDE - SIDE 2 Connector

Fittings

Dual cross dowel

Fastener

300x300 Steel Reinforcing lock

The corner and the end are cut through to allow dowel sliding in

Fastener

CROSS - SIDE

Dowel Set screw

Connector

Fittings

Corner bracket

Threaded rod & nuts

Nut and washer Corner bracket Threaded rod

SIDE - SIDE 3

Connector

Fittings

Dowel

Fastener

191

11:00AM

FRI JUN 6

Extensio

192

PRIMARY Location

T Shape Member

Extension Member

Slab Member

193

0 4A R C HFI PI ENL AAGLO

D E S I G N - A RCHI P E L A G O S Primary structure - configruation HOME

PRIMARY

O C C U PA N T S C E N T E R

PA R T

STEEL PART

Configuration

12 SIDE - SIDE 1

STEEL PART

Extension Member

T Shape Member

12

SIDE - SIDE 2

Slab Member

STEEL PART

1

SIDE - SIDE 3

194

PA N T S C E N T E R

PA R T

HELP

S U P P LY

STEEL PART

STEEL PART

120x120mm

120x120mm SIDE - SIDE 1

CROSS - CROSS

CROSS - CROSS

STEEL PART

STEEL PART

120x120mm

120x120mm

SIDE - SIDE 2

CROSS - SIDE STEEL PART

STEEL PART

120x120mm

SIDE - SIDE 3

120x120mm

SIDE - SIDE 4

195

0 4A R C HFI PI ENL AAGLO

D E S I G N - A RCHI P E L A G O S Primary structure - assembly methods HOME

O C C U PA N T S C E N T E R

PA R T

PRIMARY

Assembly methods

Connection detail 1

Connection detai 2

Dowel Fastene

Set screw

196

O C C U PA N T S C E N T E R

HELP

S U P P LY

PA R T

SIDE - SIDE 1

Fastener

Connector

Fittings

Side bracket

Set screw

Dowel

on detail 1 Side bracket

SIDE - SIDE 3

Set screw

Connector

Fittings

Dowel

Fastener

Nut and washer Threaded rod Connecting cleat 120x120 steel part

Threaded rod

CROSS - CROSS Connector

Fittings

Connecting cleat

Threaded rod & nuts

CROSS - SIDE

Fastener Corner bracket

Connector

Fittings

Corner bracket

Threaded rod & nuts & set screw

SIDE - SIDE 2

Connector

Fittings

Dual cross dowel

Fastener

Dowel Fastener

Set screw

197

11:00AM

FRI JUN 6

C Shape Mem

Partitiona

L Shape

198

SECONDARY Location

Small Slab Member C Shape Member

Par titional Wall

F Shape Member

L Shape Member

199

ARCHIPELAGO HOME

O C C U PA N T S C E N T E R

PA R T

04 FIN A L D E S I G N - A RCHI P E L A G O S S E C At uRr eY- c o n f i g r u a t i o n SecondaO ry N s t rD uc Configuration

PLASTIC PART

Small Slab Member C Shape Member

PLASTIC PART

Partitional Wall

F Shape Member

PLASTIC PART

L Shape Member

200

ANTS CENTER

PA R T

S U P P LY

HELP

PLASTIC PART

120x120mm

SIDE - SIDE 1

PLASTIC PART

120x120mm

CROSS - CROSS

120x120mm

SIDE - SIDE 2

PLASTIC PART

201

ARCHIPELAGO HOME

04 FIN A L D E S I G N - A RCHI P E L A G O S S e cSo E n dC aO ry N s t rD uc At uRr eY- a s s e m b l y m e t h o d s

O C C U PA N T S C E N T E R

PA R T

Assembly methods

Connection detail 1

Dowel Set screw Fastener

Connection detail 2

Connection detail 3

202

O C C U PA N T S C E N T E R

PA R T

HELP

S U P P LY

SIDE - SIDE 3

Connector

Fittings

Dowel

Fastener

Plastic female cap Plastic male cap 120x120 plastic part CROSS - CROSS

Dowel Set screw

Connector

Fittings

Plastic male cap

Plastic female cap

Fastener

SIDE - SIDE 2

Connector

Fittings

Cross dowel

Fastener

Set screw Cross dowel Fastener

CROSS - SIDE

Set screw Plastic male cap

Connector

Fittings

Plastic male cap

Fastener

Fastener

203

04

E F I N A ALR CDH IEP ES LI AGG ON H O- M A RCHI P E L A G O S Finishing - configuration

O C C U PA N T S C E N T E R

PA

FINISHING

Configuration

DESK

TEA SPOT

READ

D E S I G N P E R S O N A L I Z E D C O N F I G U R AT I O N 204

C U PA N T S C E N T E R

PA R T

READING AREA

S U P P LY

HELP

S TA I R

E S I G N P E R S O N A L I Z E D C O N F I G U R AT I O N 205

0 4A R C HFI PI ENL AAGLO

D E S I G N Finishing - detail HOME

-

A RCHI P E L A G O S

FINISHING

Assembly methods

Connection detail 1

Connection detai 2

206

O C C U PA N T S C E N T E R

PA R T

O C C U PA N T S C E N T E R

PA R T

S U P P LY

HELP

CROSS - CROSS

Connector

60x60 Plastic male cap

Fittings

60x60 Plastic female cap

60x60 timber female cap 60x60 plastic male cap

60x60 Timber female cap

CROSS - CROSS

Connector

Fittings

60x60 Timber male cap

60x60 Timber male cap

60x60 Timber female cap

CROSS - SIDE

Plastic male cap

Connector

Fittings

Timber male cap

Fastener

Fastener

Set screw Fastener

SIDE - SIDE 3 120x120 Timber part

60x60 timber part

Connector

Fittings

Dowel

Fastener

207

04

FIN A L

D E S I G N

-

A RCHI P E L A G O S

Logic Occupants who currently not living onsite but are interested in the site dwelling, and those who would living onsite in the future would all be introduced to the logic system. The logic system helps them to understand the building operation method clearer and better with the reference link to the part system to give future occupants best explaination. Also people who aimes to live on site would also start from here to allocate their dwelling location.

please select your occupants type

CURRENT O C C U PA N T S

208

FUTURE O C C U PA N T S

ARCHIPELAGO HOME

O C C U PA N T S C E N T E R

SYSTEM

S U P P LY

HELP

logic

welcome to archipelago LOGIC system _ _ | d e fi n e y o u r i s l a n d g e n e r a t i o n l o g i c . . .

209

0A4R C H I PFE LI ANGAO LH ODM EE S I G N Logic - Mega

MEGA

-

A RCHI P E L A G O S

O C C U PA N T S C E N T E R

logic

Ver tical Member

Development tendency

Self-logic Horizontal Member

To p m a i n structure

300

Reinforcing Member

30

90

30

Bottom main structure

Connecting to Footing/pile

Base composition

Ver tical Member

Horizontal Member

Reinforcing Member

210

• Can not move horizontally.

• Could add 300mm column structure according to requirement.

• Can not move vertically.

• Should apply on the bottom of the dwelling as support.

• Can not remove original mega corner locker.

• Can add new reinforcing member according to the additional structure.

R

logic

HELP

S U P P LY

Development tendency

17.5m

To p m a i n structure

10.8m

300

5.4m

Bottom main structure

16.2m

Connecting to Footing/pile

zontally.

column structure according

ically.

he bottom of the dwelling

iginal mega corner locker.

nforcing member according to

ture.

211

04

FIN A L D E S I G N Logic - Primary ARCHIPELAGO HOME

-

A RCHI P E L A G O S O C C U PA N T S C E N T E R

logic

S

1

pRIMARY

2

Slab Member

Self-logic

3

4 5 11 10

T Shape Member

8

6

9

7

Extension Member

12

13

5 11

1

3

2

10

4 7

Define your aggregation logic

212

8

6

9

1

2

3

4 9 13

5 11 5

10 8

6

5

9 11

9

7

10

7

9

10

2

12 3

5

1 6

12

7

13

13

8

9

10

9

5 11

8

10

8

6

7

8

9

egation logic 213

0 4A R C HFI PI ENL AAGLO

D E S I G N Logic - Mega & Primary HOME

-

A RCHI P E L A G O S

O C C U PA N T S C E N T E R

logic

MEGA& primary Logic Ver tical Member

Reinforcing Member

Extension Member

Horizontal Member

T Shape Member

Slab Member

Communal slab

214

O C C U PA N T S C E N T E R

logic

HELP

S U P P LY

sequence

Reinforcing Member

Ver tical Member

Reinforcing Member

Extension Member

Connection Method

Horizontal Member

T Shape Member

Slab Member

T Shape Member

Extension Member Slab Member

Ver tical Member

Horizontal Member

Communal slab

215

0 4A R C HFI PI ENL AAGLO

D E S I G N - A RCHI P E L A G O S Logic - Dwelling allocation HOME

O C C U PA N T S C E N T E R

logic

dwelling settle

Fa U

Couple Unit

Double Unit

Twin Unit

Single Unit

Double Unit

Family Unit

8 units

4 units

2 units

10 max

6 max

3 max

Professional Unit

Student Unit

216

O C C U PA N T S C E N T E R

logic

S U P P LY

HELP

3 Occupants Family Unit

>3 Occupants

Couple Unit

Double Unit

Twin Unit

Professional Unit

Single Unit

Student Unit

217

04

FIN A L D E S I G N - A RCHI P E L A G O S O C C U PA N T S Logic - Secondary structure ARCHIPELAGO HOME

CENTER

logic

C

secondary

3

Self-logic

1

2

C clustter

5 4 8 6

7

3

2

1 5

F cluster

4

8 6

7

1

4

L cluster

2

3

4

3

Slab Member

1

218

2

ENTER

logic

HELP

S U P P LY

C cluster series

C cluster series 3

1

2 5

4

6

Platform

Modular storage shelf

8

7

3

F1 F3

2

1

F4

5

F5

4

8

F6 F8

6

7

L3 S4

1

4 2

3

S1

4

1

L3

3

2

S1 C7

219

ARCHIPELAGO HOME

04

FIN A L

D E S I G N

O C C U PA N T S C E N T E R

-

LOGIC

A RCHI P E L A G O S

L o g iP cR - IP M r i mA a rR y Y & S& e cS o nEd C a rO y NDARY Logic

Family Unit

Double Unit

>3 Occupants

Twin Unit

C clustter

220

F clustter

L clustter

Slab Member

C clustter

F clustter

L clustter

Slab Member

HELP

S U P P LY

Single Unit

Professional Unit

C clustter

F clustter

L clustter

Slab Member

221

04

FIN A L

D E S I G N - A RCHI P E L A G O S structure

O rH Mg E L o gAi R c C -H IRP EeLi A nG fo cOi n

O C C U PA N T S C E N T E R

SYSTEM

reinforcing structure

Primary Structure Secondary Structure

Reinforcing Structure

222

O C C U PA N T S C E N T E R

SYSTEM

HELP

S U P P LY

sequence

Reinforcing Member

Connection Method

Primary Structure Secondary Structure

Reinforcing Structure

Secondary Structure

Primary Structure

Extension Member

223

ARCHIPELAGO HOME

04

FIN A L

O C C U PA N T S C E N T E R

D E S I G N

-

A RCHI P E L A G O S structure

LwLeIl lN G e xEa X Al eMo fPcLo E LD o gW ic E - D ing mp nstruction Construction structure

Family Unit

224

Double Unit

LOGIC

HELP

S U P P LY

Single Unit

225

0 4A R C HFI PI ENL AAGLO

D E S I G N - A RCHI P E L A G O S Logic - Finishing, insulation, HVAC HOME

Finishing, I N S U L AT I O N , H VA C

O C C U PA N T S C E N T E R

LOGIC

• Cavity is left between the ceiling, wall and slab to allow spaces for HVAC duct & pipe.

Primar y structure comtains HVAC system that connecting to the service core.

Prefabricated toilet &

H VAC system

226

O C C U PA N T S C E N T E R

LOGIC

HELP

S U P P LY

• Cavity is left between the ceiling, wall and slab to allow spaces for HVAC duct & pipe.

Finishing

Primary structure comtains HVAC system that connecting to the service core.

External cladding Insulation Insulation & flooring

Downpipe and some service pipe are hidden in the ‘fake reinforcing joint’ that is not structural, but rather for the ease of accessing mechanical system and aesthetic continuity.

Prefabricated toilet & fixtures

H VAC system

227

ARCHIPELAGO HOME

O C C U PA N T S C E N T E R

04

FIN A L D E S I G N - A RCHI P E L A G O S Logic - Dwelling example of the island

DWELLING EXAMPLE The island

Family Unit

228

Double Unit

LOGIC

HELP

S U P P LY

Single Unit

229

0 4A R C HFI PI ENL AAGLO

D E S I G N - A RCHI P E L A G O S Logic - Circulation & Communal space HOME

O C C U PA N T S C E N T E R

LOGIC

C I R C U L AT I O N & Communal Space

Se d e fi comm Dwelling 1

Public Communal

230

O C C U PA N T S C E N T E R

LOGIC

HELP

S U P P LY

Self d e fi n e communal Dwelling 1

Dwelling 2

Public Communal

231

massing diagrams 04

FIN A L D E S I G N - A RCHI P E L A G O S Logic - Mass development diagram

40m maximum height

6m setback

com k

24m street edge height

site boundary

232

set back & height restraint

comm ter

treet height

lift core artist group art studios communal kitchen

communal terrace

book corner

workout space

non-artist group

public space

communal facilities massing

dwelling aggregation boundary

233

04

FIN A L D E S I G N Whole - Isometric

234

-

A RCHI P E L A G O S

impression of the building in context 235

04

FIN A L D E S I G N - A RCHI P E L A G O S Whole - Ground floor plan

236

Access Logistics 1:100 @ A1 0

2

4

6

Ground floor and Context

Transportation

10

237

1:50 @ A1 0

1

2

3

social amenity space 238

5 0

1:50 @ A1 0

1

2

3

Typical floor

5

239

04

FIN A L D E S I G N Whole - Overall section

240

-

A RCHI P E L A G O S

1:100 @ A1 0

2

4

6

10

full building section 241

04

FIN A L D E S I G N Whole - Partial section

242

-

A RCHI P E L A G O S

1:50 @ A1 0

1

2

3

5

specific floors section243

04

FIN A L D E S I G N - A RCHI P E L A G O S Whole - Entrance perspective

244

entrance

245

04

FIN A L D E S I G N - A RCHI P E L A G O S Whole - Communal space perspective

246

communal living moment

247

04

FIN A L D E S I G N - A RCHI P E L A G O S Whole - Elevation perspective

248

living elevation

249

250

Physical model partical Using the HP print for detail part printing for the T shape and slab shape structure.

251

252

Physical model partical Laser cut test for the material layout.

253

254

0 5

APPENDI X

255

05

A PPEND I X Mingjia Shi

-

As a student who just graduated from the Bachelor’s study of Architecture Design, I experienced a journey of understanding how a design born from nihility. A concept should base on a solid background story.

The process of generating a concept is like picking a simple but meaningful thread out of the silk and weaving with our understanding to endow the concept’s existence.

After graduated from Bachelor, when stepping into the master degree study, I gradually generate doubt on the architecture design method which has to following grid and rules. Architecture to me no matter in what level, should take its responsibility to discuss some social issue instead of focusing on personal theory.

256

BI O G R AP HY

257

MINGJIA SHI

258

YICHEN SHENG

PAGE

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A PPEND I X

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BI BLI OG R A P HY

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Fig. 2: Hafele, F. (2011). Temporary art pavilion, Salzburg - AT, 2011. http://www.soma-architecture.com/index.php?page=vague_ formation&parent=2#.

Fig. 3: Milatovic, N. (2011). Mobile Art Pavillon ‘White Noise’ (dismantled). 2011. https://miesarch.com/work/1213.

Fig.4: Soma (n.d.). Mobile Art Pavillon “White Noise”. https://archello.com/project/mobile-art-pavillon-white-noise Fig.5: Hafele, F. (n.d.). Temporary art pavilion, Salzburg - AT, 2011. http://www.soma-architecture.com/index.php?page=vague_ formation&parent=2#.

Fig.6: Hafele, F. (2011). Temporary art pavilion, Salzburg - AT, 2011. http://www.soma-architecture.com/index.php?page=vague_ formation&parent=2#.

Fig.7: Hafele, F. (2011). Temporary art pavilion, Salzburg - AT, 2011. http://www.soma-architecture.com/index.php?page=vague_ formation&parent=2#.

Fig. 8: Hafele, F. (2011). Temporary art pavilion, Salzburg - AT, 2011. http://www.soma-architecture.com/index.php?page=vague_ formation&parent=2#.

Fig. 9: Feng, D, Yu, L, Gan, Y. (2016). DEPLOYABLE STRUCTURE. https://www.leidea-tion.com/deployable-structure.

Fig. 10: Saedi, N. (2016). Category Archives: Spine. https://www.leidea-tion.com/deployable-structure.

Fig. 11: Konstantinidou, A, Lammar, L, Teixeira, T. (2017-2018). SnP - Portfolio. https://issuu.com/snp./docs/snp_portfolio.

Fig. 12: Huang, Y, Sumitomo, E, Sun, J. (2017-2018). Flow-morph. https://issuu.com/soomeenhahm/docs/rc9_1718_flowmorph.

Fig. 13: Nelli, F. (2014). T-slot framing: an alternative mechanics with aluminum profiles. https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternative-mechanics-with-aluminum-profiles/.

Fig. 14: wikiHow staff. (2020). How to Cut a Sliding Dovetail. https://www.wikihow.com/Cut-a-Sliding-Dovetail.

Fig. 15: Widrig, Daniel. (2018). SnP. ISSUU. https://www.meccanismocomplesso.org/en/t-slot-framing-an-alternativemechanics-with-aluminum-proles/.

Fig. 16: Delahunty, E. (2020). How long does it take to sell a house? https://www.realestate.com.au/advice/long-does-it-take-to-sell-a-house/.

Fig. 17: Sarun, O. (n.d.). What homes look like in the world’s most expensive city. https://www.loveproperty.com/gallerylist/71087/what-homeslook-like-in-the-worlds-most-expensive-city.

Fig. 18: Taylor, J. (2021). Family of three contract Covid from infected neighbours in hotel quarantine in Sydney. https://www.theguardian.com/ australia-news/2021/apr/18/family-of-three-contract-covid-from-infected-neighbours-in-hotel-quarantine-in-sydney.

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