Mingjia Shi Portfolio

Page 1

P ORT FOLI O MINGJIA SHI

B A C HE L OR

O F

DE SI G N

-

ME L BO U RN E

M A ST E R

O F

O F

U N I VE R SIT Y

ARC HIT EC TU R E

T HE

2018 APPLICATION

POS IT I O N

-

-

2021

A R CHI TE CTU R E

I N TE R N SHI P / P A R T- TI M E


HONOURS & AWARDS

MINGJIA SHI Personal Email Address: smingjia8@gmail.com UoM Email Address: mingjias@student.unimelb.edu.au Phone: (+61) 0420 707 302

01/2022

Year 1| Melbourne School of Design Exhibition - Design Studio Alpha Design Studio Alpha - Bachelor Level1Semester2

11/2018

The nominated entry represent UNIMELB for the 2021 RIBA Bronze Medal The graduate design was nominated to represent the University of Melbourne in the RIBA Bronze Medal competition in 2021. http://www.presidentsmedals.com/Entry-54661

11/2021

Year 1| FOD:R Exhibition, AFLK Gallery Foundations of Design - Bachelor Level1Semester1

06/2018

Dean’s Honours List 2020 as the sixth top students in the Bachelor WAM ranking Awarding unit - Professor Julie Willis, Dean Faculty of Architecture, Building and Planning, The university of Melbourne

04/2021

RESEARCH PROJECTS 2021: MAP STUDIO (VENICE) - Armature Globale

Tarkett Positive Legacy of Design Award Tarkett Positive Legacy of Design Award Awarded for the best design from any discipline that shows the potential to have positive social and ecological outcomes or legacy

04/2021

Specialisation in Building Information Modelling Awarding unit - The university of Melbourne

12/2020

Winner of FABcoLAB Prototyping Competition Awarding unit - Archicle Group, The university of Melbourne

03/2020

EDUCATION The University of Melbourne | Melbourne, Australia Master of Architecture

03/2021 - present

The University of Melbourne | 02/2018 – 12/2020 Melbourne, Australia Bachelor of Design in Architecture Weighted Average Mark: 83.905/100 Northeast Forestry University | 09/2016 – 09/2017 Harbin, China Major in Landscape Architecture Weighted Average Score: 91.26/100

LANGUAGES & SKILLS English: Proficient

Software: Rhino / Grasshopper / Revite / AutoCAD / Enscape / Unreal Engine / C4D / Adobe Creative Suite (PS, AI, ID)

01/2022

- Drawing a new comprehension of historical land in Venice without context. It is a consciousness which is replaced by the production and fabrication process under the leading of Armature Globale as a team work.

CAADRIA 2022 Conference Paper - Under the leading of Dr.Djordje Stojanovic, be responsible for producing the drawings to assist the conference paper which aims to discuss the practical implementation of modular and DIY system in residential architecture.

AAVS 2021 - Unit 01 Anthropomorphic Machines

Dean’s Honours List 2018 Awarding unit - Professor Julie Willis, Dean Faculty of Architecture, Building and Planning, The university of Melbourne

04/2019

- Lead by Paul Loh, David Leggett, and collaborator Artist Stelarc, produce as a team to experiment the Tensegrity structure’s mechanical performance and the potential interaction between human and machine.

Third Prize of Construction Festival Harbin China Awarding unit - Northeast Forestry University

06/2017

Young Architects Competitions - Hyperloop Desert Campus Participant

12/2021

07/2021

09/2020

- Researched on the interrelationship between architecture and environment. Studied the development path and economic benefits of hyperloop and analyzed the results based on the history of Las Vegas

EXHIBITIONS & DESIGNS

Website: https://mingjias.wixsite.com/unknown-zoon

Mandarin: Native

The Melbourne Graduate Scholarship for master degree The master degree is offered with a $8750 scholarship.

03/2020

FABcoLAB Prototyping Competition Participant

Year 4| Melbourne School of Design Exhibition - Design Studio 47 (the best project) Design Studio D - Master Level1 Semester2

12/2021

Year 4| Melbourne School of Design Exhibition - Design Studio 18 Design Studio C - Master Level1 Semester1

07/2021

Year 4| Melbourne School of Design Exhibition - AAT (the best project) Applied Architectural Technology - Master Level1 Semester1

07/2021

- Regenerated the new façade based on the combination of the traditional architectural language of the Venice façade and a concept extracted from irrelevant landscape work

Year 3| Melbourne School of Design Exhibition - Design Studio Epsilon (the best project) Design Studio Epsilon - Bachelor Level3 Semester2

12/2020

Construction Festival Harbin China Participant

Year 3| Melbourne School of Design Exhibition - Figure in Performance The Figure in Performance - Bachelor Level3 Semester2

12/2020

Year 3| Melbourne School of Design Exhibition - Design Studio Delta Design Studio Delta - Bachelor Level3 Semester1

07/2020

Year 2| Melbourne School of Design Exhibition - Construction Analysis Construction Analysis - Bachelor Level2 Semester2

11/2019

Year 2| Melbourne School of Design Exhibition - Design Studio Gamma (the best project) Design Studio Gamma - Bachelor Level2 Semester2

11/2019

Year 2| Melbourne School of Design Exhibition - Digital Design Digital Design - Bachelor Level2 Semester1

06/2019

Year 2| Melbourne School of Design Exhibition - Design Studio Beta Design Studio Beta - Bachelor Level2 Semester1

06/2019

- Recycled the material of architectural models. Redeveloped the FABcoLAB with proper extension as communal semi-external lab

07/2019

Exhibition Architecture Curation, Preservation, and Mass Tourism Participant

06/2017

- Self-defined material to design architectural element based on the theme: construction dream

WORK EXPERIENCE OLI Architecture Intern No 1 The Mc Bain Building Bookstore competition tende

11/2019 – 1/2020

- Prepared the binding of tender documents and produced render for tender documents

The new Shenzhen flagship showroom/store - Described and translated the concept and produced the graphic assistance for tender documents

Chengdu Private Apartment - Prepared construction design documents and produced the node detail construction drawing of the ceiling and making physical models


C O N T E N T

01 - FROST TOWER OFFICIAL AND RESIDENTIAL TOWER COMPLEX|GROUP WORK Between Lonsdale Street and Little Lonsdale Street, Melbourne |93018 m2 GFA ABPL90118 Applied Architectural Technology - Master Level1 SM1 - Tutor: Noel Tighe

02 - NEBBIA ADAPTABLE SYSTEM|INDIVIDUAL WORK Non site experimental inhabitation |400 m2 Occupy Area ABPL90143 Design Studio D (47) - Master Level1 SM2 - Tutor: Djordje Stojanovic

03 - ARCHIPELAGOS INHABITABLE DISCRETE SYSTEM|GROUP WORK (2P) The corner of Pelham Street and Leicester Street in Carlton, Melbourne|625 m2 Occupy Area ABPL90142 Design Studio C (18) - Master Level1 SM1 - Tutor: Darcy Zelenko, Danny Ngo

04 - ECOTONE RESIDENTIAL REGION - COHOUSING|INDIVIDUAL WORK The corner of High Street and Walker Street in Northcote, Melbourne |10100 m2 Occupy Area ARCH30002 Design Studio Epsilon - Bachelor Level3 SM2 - Tutor: Hella Wigge

05 - OTHER WORKS PARAMETRIC DESIGN / CONSTRUCTION PHYSICAL MODEL COSTUME DESIGN / ARTWORK PRACTICE


F R O ST

TOWER

OFFICIAL AND RESIDENTIAL TOWER COMPLEX|GROUP WORK (3P) Between Lonsdale Street and Little Lonsdale Street, Melbourne |93018 m2 GFA ABPL90118 Applied Architectural Technology - Master Level1 SM1 - Tutor: Noel Tighe

The project aims to design a office and dwelling complex tower which could serve for both working and living. By using the constructional language, the Frost tower aims to emphasis a transition from the ground historical architecture to the upper Melbourne skyline which is the modern glazing facade. The concrete window shading gradually disappear when it getting higher to express the new growth of Melbourne from history to future.


TRANSPORTATION DENSITY

POPULATION DENSITY

RL +250.000 CROWN transom

mullion Orrcon steel unequal angle

RL +233.800 L54

CROWN GFA: 4035m2

RL +230.200 L53

Reflective Solar Control Glass

RL +226.600 L52 RL +223.000 L51 MECHANICAL ROOM GFA: 1645m2

RL +221.600 L50

crown glaze panel

RL +218.000 L49 RL +214.400 L48 RL +210.800 L47

transom

RL +207.200 L46 RL +203.600 L45

mullion

RL +200.000 L44

spandrel

RL +196.400 L43

PEOPLE CIRCULATION

BICYCLE CIRCULATION

HOTEL 14 LEVELS GFA: 23365m2 NLA: 18829m2

VEHICLE CIRCULATION

colorback glaze

RL +192.800 L42

Reflective Solar Control Glass

RL +189.200 L41 RL +185.600 L40 RL +182.000 L39 RL +178.400 L38 RL +174.800 L37 RL +171.200 L36

Louver window

MECHANICAL ROOM GFA: 1689m2

RL +162.800 L35

HOTEL LOBBY GFA: 1686m2 NLA: 1362m2

transom mullion

RL +154.400 L34 RL +150.200 L33

HEIGHT DENSITY

colorback glaze

spandrel

RL +146.000 L32

Reflective Solar Control Glass

RL +141.800 L31 RL +137.600 L30 RL +133.400 L29 RL +129.200 L28 MEDIUM RISE OFFICE 12 LEVELS GFA: 27019m2 NLA: 21835m2

transom

RL +116.200 L25

mullion

RL +112.400 L24

Car park on underground

colorback glaze

RL +108.200 L23

Restaurant

spandrel

RL +104.000 L22

Station - train and tram Market

Reflective Solar Control Glass

MECHANICAL ROOM GFA: 1675m2

Hotel

RL +95.600 L21

Green area

BUILDING RELATION WITH CONTEXT

Louver window

RL +120.800 L26

Car park on ground

VIEW ITERATIONS

shading fin

RL +125.000 L27

RL +91.400 L20 RL +87.200 L19

SITE PLAN ANALYSIS

RL +83.000 L18 RL +78.800 L17

Louver window

RL +74.600 L16 transom

RL +70.400 L15

mullion

RL +66.200 L14

precast concrete panel

RL +62.000 L13 RL +57.800 L12

LOW RISE OFFICE 16 LEVELS GFA: 19840m2 NLA: 15952m2

SUNPATH + SUN SHADOW STUDY

Pedestrian access & circulation

spandrel Reflective Solar Control Glass

RL +53.600 L11 RL +49.400 L10

1

RL +45.200 L9 RL +41.000 L8 RL +36.800 L7 precast concrete glaze panel with louver

RL +32.600 L6 RL +28.400 L5

transom curtain box

MECHANICAL ROOM GFA: 1620m2

mullion

RL +20.000 L4 RL +15.000 L3

Vehicle access & circulation

2

3

Dimension of site plan

spandrel

RL +10.000 L2

PODIUM 4 LEVELS GFA: 12084m2

The chamfered corners are set back, acting as main

precast concrete panel

Reflective Solar Control Glass

RL +5.000 L1 RL +0.000 GL

SITE PLAN

1 -

Overall Section A-A 1:500

1:500 @A1

0

5

10

15

20m

2 -

South Elevation 1:500

1:500 @A1

0

5

10

15

20m

Louver cap Unitized system SF

Vertical shadings

Vertical + Horizontal shadings

site plan

Orrcon steel unequal angle, 150x100mm, 10mm thickness

MATERIAL 02

MU 250 & MU 833 in MU800 mullion drained curtain wall system by Duratec Eternity

MATERIAL 03

ST

Transom

MU805 in MU800 mullion drained curtain wall system by Duratec Eternity

MATERIAL 03

Insulation

Polystyrene Insulation, 100mm thickness

FL

Flashing

corrosion preventing coated metal, 2mm thickness fire stopping

WM

Waterproof membrane

Perform louver

Perforated mesh

MATERIAL CODE MATERIAL 01

ALUBAR Polyethylene membrane

MATERIAL CODE

Precase concrete SFI

Side fin

TF

Top bottom fin

side fin - 100mm thickness

MATERIAL 04

top bottom fin - 0 - 200mm thickness

MATERIAL 04

SGF system

Unitized panels no shading

Sky lobby

wind, as well as provide view through the transparent facade.

MATERIAL 03

Mullion

Shading connection

IS

Vertical + Horizontal shadings

powder coated aluminium fin, 50mm thickness, 100 - 1000mm

SM

SC

Unitized panels PV installed on vertical shadings

precast concrete glaze panel

Shading fin

Mix of concrete/unitized panels

Unitized panels PV installed on vertical shadings

CB

Cable

304 or 316 stainless steel cable, Ø 20mm

MATERIAL CODE

K200 Stainless Steel Fin plate,splice

MATERIAL 06

AISI 316 A4-80 stainless steel flexible fixing hung.

MATERIAL 06

Steel strut

s/s casting - AISI 316

MATERIAL 06

s/s spider casting AISI 316

SP

Steel plate

HU

Hung

SS SP

Steel post

PC

Prestressed cable

304 or 316 stainless steel cable, Ø 20mm

CT

Cable termination

AISI 316 A4-80 stainless steel flexible fixing hung.

Hung Steel plate Glass fin

MATERIAL 02 Steel space plate

MATERIAL CODE MATERIAL 06

Photovoltaic panels

Concrete shadings

WIND ANALYSIS

Skylight

BIPV Louver window

LF

Mechanical louver facade

Balcony

1:500 @A1

10

15

20m

Bronze Pilkington Reflite 10+ 6mm On-line Coated Reflective Solar Control Glass Outer Wall.

MATERIAL 08

VP2

Crown glazing 2

Viridian 10+12+10mm PerformaTech Glazed Primary Glazing unit, Low-E Coating.

MATERIAL 09

SP

Tower spandrel glazing

Viridian 10+12+10mm PerformaTech Double Glazed Primary Glazing Unit, Low E Coating.

MATERIAL 09

VP3

Podium panel 1

Bendheim Fritted glass panel with Lumi FritTM Large Dot Pattern. Translucent White Fritted Rainscreen Glass 10+12 +10mm

MATERIAL 07

LP1

Louver window panel 2

Viridian 12mm Evantage Clear + 12 + 12mm Clear Thermotech Double Glazed Toughened Glass.

MATERIAL 09

1

3

4

North-east isometric

The hotel on the top part is rised to form a gap, which became the sky lobby. Inside the cut edge are some double-high spaces, where lounges and other facilities are located at.

Transparency View

ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART1 SITE ANALYSIS

18/06/2021 1:500

A1.2

-

ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART 3 Overall configuration

18/06/2021 1:500

Dulux Duratec Zeus Monument Window Frame (Podium)

North-west isometric: distribution of systems 2

Structural material

A3.1

Cable Master sphere

Tie bar Thread rod

4

Locker Group Perforated Stainless Steel mesh, Mechanical Floors

5

Tie bar Connection plate

Glaszing

Spider steel post

Bendheim Fritted glass Double Glazed Translucent White, Podium

steel strut Ground rigid fix

7 Viridian PerformaTech Low E Coating,10+12+10mm Bronze,Vision Panel 8

Midlandbrightsteels Stainless Steel, Cable termination, Hung Mechanical Floors, Crown 6

Cable

Glazing material

Concrete In Situ Cast, Exposed structure Core, Podium

Alfrex Solid Aluminium Panel, Starlight Sillver Metalic Shading vertical fin 3

Ground rigid fix

Hung Tower glazing 1

Dulux Duratec Eternity, Matt CopperKinetic Matt Mullions, Transoms

-

wind when going pass building surface. We have tested 2 desirable iterations, and discovered that the wind is always split up by the facade, whose speed peaks at the edges of buildings instead of sides. Hence we used the

MATERIAL 06

Panel material

Driveway

Transportation 5

MATERIAL 01

perform louver PL-5700, with Stainless steel Perforated mesh square, round hole, 5mm thickness

VP1

Entrance

0

MATERIAL CODE

Photovoltaic 152mm Altair Louvre with glasing panel by G.James

Glazing

Rainshed

Circulation

PV LW

9

Viridian VFloat Clear 12mm Thermotech 10+12+10mm Light grey, Spandrel Panel

podium - space frame with cable truss

5 -

Exploded diagrams


9

Q

8

R

S

T

9000 3000

3000

1500

1500

1500

1500

1500

1500

395

17mm Translucent Laminated PVB glass panels

A4.2

275

670

780

S 002

02

A4.2

A4.2

A 001

03

A4.2

50

10

A4.2

100 150

Sealant applied to fill the 2mm gap inbetween

and support gutter guard.

the glass and outer profiled flashing by Selleys 310g Clear Glass Silicone Sealant

Connection plate applied to weld the

Steel hollow section 50mmx90mm with 5mm thickness, serve as the secondary member for the roof glazing system, and the gutter for water drainage. Served by Handy Steel Stocks.

Skyguard hail gutter guard system applied to prevent leaves and other macro elements. Provided by Monkeytoe. 22mm Peforations 49% opening. Marine Grade Aluminium.

02-1

Extruded gutter along with the locaiton

A4.1

of the space frame rods, the extruded gutter would appear for downpipe

Countersunk bolt with screw applied to all the

1500

Equal angle applied on the roof and hanging wall connection to dedicate a clear visual link of the building outline without showing the structure on the roof directly

10

02-1

by Lysaght.

two steel hollow sections, then generate the seamless gutter. 10mm thickness supported by Impact Steel.

Steel hollow section connected togather to form the gutter system and act as the frame of roof glazing.

01

Outter profiled flashing with 2mm thickness provided

50

Rubber feet allow free flow of water

with 41% VLT white color satin smooth texture provided by NATIONAL GLASS

RL +20.280 L4

Roof glass panel use the pyramid configuration to drain the water down to the gutter with the angle of 10 degree.

Countersunk bolt with screw applied to combine cap flashing, glass, sealant and steel hollow section together, using the stainless steel M5x(0.80mm)x20mm

01-1

3000

90

10 02

without impact on the eventual outlook with the degress of 10º.

flexible fix bolt provided by Pro-Bolt Australia with stainless steel M5x(0.80mm)x20mm

07 Cast-in insert channel unequal angle Also

S 001

100

applied on the connection between interacting steel hollow sections for strengthen the cable truss top fix structure.

1500

Cast-in insert channel unequal angle

Translucent Laminated PVB glass panels with 85% VLT white color.

Concrete stud part extruded from the tower edge wall and provides the vertical support for the roof space frame edge.

04

Weld plate the tube stud require welding

applied on the connection plate to allow vertical tolerancefor the gutter structure. Applied with additional plate since this gutter also serves as cable truss top fix structure.

500mm × 500mm Concrete column applied with the spacing of 15m fixed to the bottom node of the space as the primary support for the podium structure.

A4.2

to fix on the gutter bottom. 10mm thickness

Equal angle 20mm thickness applied at the bottom of the gutter steel

Top plate Stainless steel top plate welded underneath the gutter plate with hollow pre-screwed. Serve as the top fix for the cable truss tension rod. Provided by SADEV Classic.

hollow section to allow fix to the concrete.

01

Roof edge connection to tower concrete wall 1:10

A4.1

05

1500

Countersunk bolt with screw applied to all the flexible fix bolt provided by Pro-Bolt Australia with stanless steel M5x(0.80mm)x20mm

1500

RL +15.000 L3 Bottom angle flashing with

Top cover profiled flashing with 2mm thickness provided by Lysaght. Prevent rainwater drained through the gap inbetween the concrete and glass

2mm thickness provided by Lysaght. Cover the glass at the edge to allow glass to be welded on the steel support plate.

2mm, Add translucent PVB

Bottom support plate with

S 005 Sealant applied to fill the 4mm

Bracket Stainless steel bracket welded on the space frame tube as the stud of the downpipe.

6mm Grey Tinted Float Glass, 44% VLT, 5% VLR & VLRi, SHGC 0.61, U value 5.8.

Space frame node serve as the center connecting joints play an important role, both functional and esthetic,is form sphere and hot pressed steel forging. Provided by Safsteelstructure.

Space frame cone Cap of the tube rod,

Clear Laminated PVB glass

allow bolt screwed inside. Provided by Safsteelstructure. Height 30mm.

panels with low-e coated. with 41% VLT white color satin smooth texture provided by NATIONAL GLASS

S 005

Space frame sleeve serve as the connecter between the rod and node. Provided by Safsteelstructure. Diameter 36mm, height 45mm.

S 005

1500

02

03

Downpipe gutter 1:10

A4.1 01-1

S 002

A 002

gap inbetween the glass and top flashing by Selleys 310g Clear Glass Silicone Sealant

2mm, Add coloured PVB

10mm thickness supported by Impact Steel. Half prefabricated embeded into the concrete wall with half extended out to weld to the bottome flashing.

Space frame structure extended from the roof to generate the vertical semi open hanging curtain wall.

Infill glazing panel applied underneath the gutter bottom plate and above the sphere node, window could be allowed to penetrate through the space frame without impact on it’s stability.

to all the flexible fix bolt provided by Pro-Bolt Australia with stainless steel M5x(0.80mm)x20mm, spacing 450mm.

Gap with 2mm thickness left for sealant.

gap inbetween the concrete wall and top flashing by Selleys 310g Clear Glass Silicone Sealant as the first waterproof strategy.

Side hanging curtain wall generate a roof terrace surround the building with the vegeation and ventilation interaction from exterior to interior.

between space frame and gutter. 200mm height, 5mm thickness, provided by SAFS.

Countersunk bolt with screw applied

glass panels with low-e coated. Provided by SADEV Classic.

Sealant applied to fill the 2mm

Cable truss applied with spider fitting fix and the tension rod structure arranged vertically for the load bearing. Pretensioned cable applied horizontally to solve the horizontal dynamic.

Tube stud applied as the connection

Downpipe Stainless steel downpipe welded with the profiled part to achieve water drained following the space frame structure.

Connection plate the head of the infill glazing panel is fixed to the connection plate of the gutter via the countersunk bolt with screw.

Stainless steel rod Clear Laminated PVB

A4.2

12220

Equal angle 20mm thickness equal angle applied at the edge to generate a looking of night and tiddy boundary skyline of the podium. Embeded channel prefabricated on the plate with the hollow spacing 450mm to prevent bolt standing out. supported by Impact Steel.

10

A4.2

W 003

Angle Roof glass presented as pyramid to drain water to full directions

Gutter detail 1:5

285

Space frame structure applied as the roof glazing system for solar access to the podium.

A4.1

11

A4.1

Outside edge connection 1:10

Edge flashing detial 1:5

A4.1

Steel hollow section2 serve as the side hanging curtain wall frame which replaced the gutter. Served by Handy Steel Stocks. 100mmx220mm, 10mm thickness. Downpipe Stainless steel downpipe welded with the profiled part to achieve water drained following the space frame structure.

1500

08 A4.2

100

S 006 Steel side stud

200

A pair of 150UB universal steel beam welded togather to generate cavity to allow downpipe embeded inside. Serve as the side stud connect the space frame to the wall and support edge. Provided by ORRCON STEEL

100

Steel hollow section welded as the base frame for hanging curtain wall.

1500

1300

Space frame tube plate Provided by Safsteelstructure. Since part of the tube would go through the window, by gradually decrease the thickness of the rod in horizontal direction, the plate allow the structure load transporting and also has no impact on the glazing.

20280

RL +10.000 L2

Connection plate Stainless steel plate welded on the space frame tube bolted to the stainless steel plate welded on the downpipe.

04-1

90

1500

1300 100

Space frame tube Provided by Safsteelstructure. Serve as the horizontal and vertical connection with the triangle configuration to allow maximum span with least structure. The space and span are both 3000mm.

210

Pipe Cut 10mm below the surface and fitted with protective cap for temporary case.

Steel hollow section frame cross part applied on the corner and cross places.

1500 100

1300

100 210

1300

Fixing plate welded underneath the flange connection of the pair of universal beam to attach the baseplate to the space frame support tube.

06

Hole in universal beam flange The

A4.2

connected flange should be cut through a hole to allow double socket adaptor and downpipe through it.

1500

Space frame hanging curtain wall arranged with a stepping down and up tendency which allow the solar access and rain protection co-existing in different locations.

Translucent Laminated PVB glass panels with 41% VLT white color satin smooth texture.

RL +5.000 L1

Water would eventually drained through the external structure into the inner wall, then through the wall to the ground.

1500

190

1500

1410

Silicon VEA sealing strip

6mm Grey Tinted Float Glass, 44% VLT, 5% VLR & VLRi, SHGC 0.61, U value 5.8.

Silicon rod filled inside the gap for force reduce and prevent glass directly contact each other.

04

04

A4.1

A4.1

Downpipe to tower connection & concrete stud 1:10

03

Plastic glass joint High ductility of the material with curtain level of strenght allow the glass keeping 12mm gap with tolerance of micro change.

Spider fitting S3002, stainless steel, Duplex Uranus 45N. Serve as the structure which fix to the glazing system and haning the glass.

A4.1 Clear Laminated PVB glass panels with low-e coated.

Space frame node Due to the different circumstances, the sphere node would be profiled as several modes.

Coupler Applied on the end of the tension rod to fix it to the fork and also as the stable facility which applied when rod goes too long.

S 003

2810

D 002

300 Stainless steel rod

Glass supported automatic revolving door

06

13STR25-EP-M14, steel tension rod applied for horizontal extension of the length and also the load bearing base transport system.

1500

Stainless steel frame supported door frame

Sta-Lok’s stainless steel cross coupler Designed for use where tie rod cross in the same plane with minimum 30 degree angular alignment. SKU is CC-M24. Provided by STA-LOK.

200

Partial elevation - podium east entrance 1:50

11

A4.1

02

-

1:50 @A1

.5

11

.5

2m

02 -

01

10

00

1600

9

A4.1

315

1085

1250

500

Partial section - podium east entrance 1:50

100

1400

00

.5

11

.5

Applied as the connecter of spider and horizontal tie rod with the sequence of spider fitting, nud din, swivel fitting and horizontal tie rod.

2m

1500

100

1500

Connector plate Applied on the horizontal tie rod, bottom of the gutter plate, and embeded into the ground to support tension rod’s connection in different siturations.

50 13

03 -

Partial plan - podium east entrance 1:50

C 001

Horizontal tie rod Solid concrete wall required here for the concrete stud extruded from the concrete wall to support the edge of the space frame structure.

3000 1400

Applied to the edge as the end finishing.

8

3000 1500

Steel hollow section

Applied to connect the fork to the connector fixed on the horizontal tie rod.

Nud din 934

1:50 @A1

140

1500

A4.1

Pin sets

1250

9000 3000

Side hanging space frame situation 02 1:10

S 004

RL +0.000 GL

01

Side hanging space frame situation 01 1:10

A4.1

2mm, Add translucent PVB

The lowest point of the hanging curtain wall is 4.5m above the ground to protect people from weathering on the path way.

D 001

05

Water drainage

S 001

W 001

2mm thickness provided by Lysaght. Cover the glass at the edge to allow glass to be welded on the steel support plate. A small angle applied to prevent water stuck in the concave of sealant

Safsteelstructure. Flexible bolt fixing of the tube stude bottom plate to the precasted hollow on the steel side stude’s flange.

Cable truss system applied as the structural glass facade.

W 002

Outter profiled flashing with

Dowel bolt Provided by

3000

200

120

S 005

Double socket adaptor applied for protect downpipe and beam.

100

Space frame tube Provided by Safsteelstructure. Serve as the horizontal and vertical connection with the triangle configuration to allow maximum span with least structure. The space and span are both 3000mm.

Steel stud front view 1:10

A4.1

01

09

A4.1

A4.1

Applied for horizontal extension of the length and also the load bearing base for the vertical tension rod.

Structural Strand Cable It offers an economical combination of strength and stiffness for static structures. AS11 High Strength Stainless Steel Struc. Strand Cables. Provided by Tripyramid.

Circlips End fix of the pin sets. Fixed on the other side of the fork.

Cable truss fork

Swivel fitting It helps the

Serve as the hanger structure for the location fix, should combined with the pin sets and connector plate.

structure strand sable to allocate acurately and with the help of the concave, the cable would be stable.

Space frame node Fabricated as solid sphere since it would provide maximum fix strength.

Cable truss fixing exploded isometric

9000 3000 1500

3000 1500

1500

Material

1500

1500 By applying the two different transparency glazing, the podium would generate the language of gradually chaning from clear to solid which could reflect better to the tower concept from solid to upper clear.

700

730

590

90 50

264

3000 1500

W 001

Clear Laminated PVB glass panels with low-e coated. National glass

W 002

Translucent Laminated PVB glass panels with 41% VLT white color satin smooth texture. National glass Translucent Laminated PVB glass panels with 85% VLT white color. National glass

W 003

04 -

Partial plan - cable truss above entrance 1:50

INDIVIDUAL PROJECT 3

1:50 @A1

29/05/2021

MINGJIA SHI 944560

Facade general arrangement

1:50

00

.5

11

.5

2m

D 001

A4.1

Clear Laminated PVB glass panels with low-e coated. National glass

S 001

Steel hollow section 50mmx90mm with 10mm thickness Handy Steel Stocks.

S 005

Space frame structure High strength stainless steel. Safsteelstructure

F 001

Stainless steel flashing. LYSAGHT

S 002

Steel hollow section2 100mmx220mm, 10mm thickness. Handy Steel Stocks.

S 006

150 UB Universal beam High strength stainless steel. ORRCON STEEL

D 002

KA023 3/4 WING REVOLVING DOOR stainless steel frame. Autoingress

S 003

Stainless steel, Duplex Uranus 45N. SADEV

A 001

Marine Grade Aluminium. SADEV

C 001

S 004

Stainless steel, CC-M24 STA-LOK

A 002

Dulux Duratec Zeus Monument Window Frame (Podium) SADEV

Structural Strand Cable AS11 high strength stainless steel. Tripyramid

INDIVIDUAL PROJECT 3 05 -

Partial isometric- podium east entrance

18/06/2021

MINGJIA SHI 944560

Key facade details

1:10&1:5

A4.2

cylinder fix plate Profiled fixed plate which could fix the space frame stude to the concrete column.

08 A4.1

Cable truss structure section 1:10

07

Space frame to concrete column connection 1:10

A4.1 1:5 @A1

05

10

15

20cm

1:10 @A1

01

02

03

0

40cm


N

E

B

B

I

A

ADAPTABLE SYSTEM|INDIVIDUAL WORK Non site experimental inhabitation |400 m2 Occupy Area ABPL90143 Design Studio D (47) - Master Level1 SM2 - Tutor: Djordje Stojanovic

The project aims to establish a surrealist world where each expression of personal humanity will have the recreation via the rationing system of the government. He re, p e r ma n e n ce me a n s d e a t h . Here, i r reve r s i b l e i s o ut o f co n t ro l. Here, spi r i t ua l i t y i s h i g h e r t h a n s u b s ta n t i a l. Here, no s u r re n d e r, n o s ucc u mb, n o c l a s s e s.


Material fabricated platform. People take material from bank then fabricate following instructions.

Universal beam applied with diagonally cut to support the galvanized perforated metal stair.

Vertical sliding track fixed on the outer layer of the primary structure. It is applied with the unit of 3 meters and could be added on and taken off depend on requirement.

Moisture sensitive material applied on the enclosure to prevent weathering. Depend on different requirement, the amount of enclosure units could be added or deleted.

Hydraulic material bank lift applied for material storage. People could rent material from the first floor.

Timber decking covering on top of the joists. Here is the entrance where people could sell the agricultural stuff here.

Pulley system applied with smaller platforms for storing goods and agricultural stuffs prepared to sell and exchange.

Bicycle parking applied on both side on the north east corner.

Timber joist structure applied on the ground floor to lift the ground level above the ground to reduce the impact of landscape.

Hydraulic car lift applied with 8 places which could deliver cars horizontally and vertically.

Following the primary structure, water distributed to each detached clusters.

Primary extended underground to generate timber posts as the foundation structure.

Toilet, bathroom Kitchen

Staircase applied to adapt different landscape situations.

Water tank applied on the ground near the center core to support the entire system.

Water directly support the individual service cluster from the bottom, then drained away separately.



ARCH I P EL A G O S INHABITABLE DISCRETE SYSTEM|GROUP WORK (2P) The corner of Pelham Street and Leicester Street in Carlton, Melbourne |625 m2 Occupy Area ABPL90142 Design Studio C (18) - Master Level1 SM1 - Tutor: Darcy Zelenko, Danny Ngo

The project aims to use bottom-up design sequence to celebrate discrete system’s advantages in quick construction, flexibility and adaptability. Via the presetting WASP parametric control system, underlying of several compositions, archipelagos’ configuration will never be the same.

F1 F3

F4 F5 F6 F8

L3 S4

S1 L3

S1 C7

9 13

5

5

9 11

10

7

9

10

2

3

5

1 6

12

7

13

8

9

10

9

8

8


CROSS - CROSS

Fastener

MEGA Self-logic

pRIMARY Self-logic

MEGA& primary Logic

CROSS - CROSS

Dual cross dowel Connecting cleat

Connector

Fittings

Connecting cleat

Threaded rod & nuts

Connector

Fittings

Nut and washer Threaded rod

60x60 Plastic male cap

60x60 Plastic female cap

60x60 timber female cap 60x60 plastic male cap

SIDE - SIDE 2 Connector

Fittings

60x60 Timber female cap

CROSS - CROSS

Connector

Fittings

60x60 Timber male cap

300x300 Steel Reinforcing lock Dual cross dowel

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

dwelling settle

secondary Self-logic

Family Unit

Double Unit

Single Unit

>3 Occupants

Twin Unit

Professional Unit

Double Unit

Family Unit

8 units

4 units

2 units

10 max

6 max

3 max

F clustter

L clustter

Slab Member

C clustter

F clustter

L clustter

Slab Member

C clustter

F clustter

Self d e fi n e communal Dwelling 1

F i n i s h i n g , I N S U L AT I O N , HVAC

60x60 Timber female cap

reinforcing structure

C clustter

Single Unit

60x60 Timber male cap

Fastener

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

Dwelling 2

Public Communal

L clustter

Slab Member



E C O T O N E RESIDENTIAL REGION COHOUSING|INDIVIDUAL WORK The corner of High Street and Walker Street in Northcote, Melbourne |10100 m2 Occupy Area ARCH30002 Design Studio Epsilon - Bachelor Level3 SM2 - Tutor: Hella Wigge

Ecotone is the interactive balance of communities Co-living. One community change, the Ecotone transforms into a new adaptive form. As a project that aims to transcend the constraints of intensive residential architecture, intrinsically limited spatial atmospheres, and scope of change, this project seeks to use an ecological perspective to explain the possibility of future residential architecture.


ECOTONE 2 TRANSITION ZONE

ECOTONE 1 INTRODUCTION ZONE

ECOTONE 3 ISLAND LIVING SPHERE

OUT-ISLAND PRIVATE COMMUNAL SPACE

IN-SITE PUBLIC SPACE

OUT-ISLAND PUBLIC COMMUNAL SPACE

IN-SITE PRAVITE COMMUNAL SPACE

CIRCULATION

CIRCULATION VISUAL LINK

PRIVATE RESIDENTIAL SPACE COMMUNAL BATH

ACTIVE SPACE

CIRCULATION

BOTTOM GALLERY GARDEN (SELF DEFINE)

MATERIAL SUPPLY & MAINTENANCE STOP

ELEVATING DIRECTION

DIRECTION STRUCTURE

CURBSIDE GALLERY & ART RETAIL SPACE

IN-ISLAND COMMUNAL ELEVATED PLATFORM

GREENHOUSE & RETAIL PLATFORM

CURBSIDE RETAIL SPACE

BICYCLE PARKING & CONNECTION WITH OTHER ISLAND

MATERIAL SUPPLY & MAINTENANCE STOP

COMMUNAL BATH

BOTTOM GALLERY GARDEN (SELF DEFINE)

STAGE1 - GARDEN PLATFORM

BASIC WALL PROVIDED

STAGE2 - COMMUNAL FUNCATION PLATFORM

SELF DEFINE STRUCTUE

STAGE3 - RESIDENTIAL PLATFORM



O T H E R

WO RKS

1. Parametric flexible scale design

Via iso-surface grasshopper control trigger, the project aims to generate a flexible scale design that could change its meaning from the pavilion to industrial design. On the pavilion scale, it seeks to celebrate the interaction between visitors and weather. Here the sound impact scaled up via the porosity vacancy. The small scale of the industrial design celebrates the function of the pen holder, ringer holder, and egg holder. The base surface represented as curved tendency could be regarded as a natural representation like the karst cave structure. The spiral boolean geometry could be regarded as the symbol of a human with a shape similar to the drill carriage head. The crash between them represents a concept of leading people to get connected with nature and rethinking the relation with nature.

This kind of curved surface could lead water flowing down to become stream or little falling water.

Larger geometry could create a large gathering space with an opening to the outside. In contrast, small geometry could create more private space for people to a short stay.

Because a grid number of voids are created inside the cube, and the near enclosure and tunnel could increase the decibel of voice.

Isosurafce base

1.1

1.2

1.3

1.4

2. Construction detailed model

Based on an art school in the south bank, the model aims to show all the detail construction process in a sectional physical model. By using card board, foam, steel wire, foil, plastic board, the construction details are represented as 1:50 scale.

Isosurface of Milipede command is used here as the fundamental cube which would boolean difference with other more logical geometry groups later.

8

Geometry strategies 2.1

2.2

2.3

6

2.4

9 1. Detail of the top session of the pile

2. The detail of the bottom of the pile

3. Detail of beam B5b and connection

The ordinary 3*3*3 cellulate was replaced by Voronoi 3D under the control of population3D.

3.1

3.2

3.3

3.4

5 7

Use slides of thin cuboid grow along with a spiral routine and gradually smaller from the center to end.

4. Showing load transferring 4.1

4.2

4.3

4.4

5. Steel beam and column connection and CP2

6. Platform structure

10 11

Use list item to select some points of pop3D point grid, then create a curve by these points. By not just directly orienting the geometry into grids, making geometry growing along the curve created by some points in the grid.

12

7. Window frame unprimary structure.

8. Precasted panel reinforcement structure

9. Roof insulation system & Sheet detail

3

4

2

1 3D PRINT PHYSICAL MODEL WITH SCALE TEST

10. Learning commons wall, ceilng and floor finishing

11. Foyer/Cafe wall, ceiling and floor finishing

12. Small recital wall, ceilng and floor finishing


MINGJIA SHI smingjia8@gmail.com (+61) 0420 707 302


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