2
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P O R T F O L I O
吴
頔
DI WU 1
Education Master 2020. 07 - 2022. 07
The University of Melbourne
Master of Architecture
Bachelor 2016. 07 - 2019. 07
The University of Melbourne
Bachelor of Environments, Architecture
Foundation 2015. 10 - 2016. 06
Trinity College (The University of Melbourne)
October Fast Track Foundation
Grades and Exhibition
Wu Di
Bachelor 2016 - 2019
Male | 25 years old | Nantong, Jiangsu December, 1996
Weighted Average Mark: 82.0 / 100 (Top 3% ) During the undergraduate period, all personal works of professional design courses were honoured as outstanding works and exhibited in the MSDX semester exhibition. Master 2020 - 2021
19906298996 wud11@student.unimelb.edu.au
Weighted Average Mark: 80.4 / 100 (Top 5%-10%) Professional design courses' personal works in the completed semester were honoured as outstanding works and exhibited in the MSDX semester exhibition.
Awards
Job Intention Status： Graduate in 2022
Dean's Honours List is awarded to the students ranked in the top 3% of their course every year.
Expected Workplace： Shanghai
2018
2017
Dean's Honours List - Faculty of Architecture, Building and Planning Dean's Honours List - Bachelor of Environments - Second Year 2019
Application： Internship
Dean's Honours List - Bachelor of Environments - Level 3
Internship 2020. 03 - 2020. 07
Languages
Archi-Union Architects, Shanghai, China 2018. 11 - 2019. 01
English
Proficient
Mandarin
Advanced
Sketching
Advanced
Rhinoceros
Proficient
Revit
Proficient
Grasshopper
Advanced
Dynamo
Proficient
AutoCAD
Good
Enscape
Advanced
Lumion
Proficient
Photoshop Illustrator
Good Proficient Good
Indesign
Proficient
Powerpoint
Proficient
Physical Model-making
Nantong Urban Planning & Design Institute Co. Ltd., Nantong, China
Intern
Project Experience
Skills
V-ray
Architect Assistant
Advanced
2020. 05 - 2020. 07
Xinqiang Village Public Building Renovation Project, Fengxian District, Shanghai (Completed) Participated in site survey, schematic design, design development and construction documentation stages: according to the relevant regulations and under the architects’ supervision, I completed the designing, modelling and drawings of the renovation scheme of two buildings and obtained approval. Cooperated with the structural and system engineers to complete part of the construction drawings. The building was completed. 2020. 04 - 2020. 05
Exhibition Hall Design Project for Tengchong Stone Wall Hot Spring Resort, Yunnan Participated in the schematic design: following the design concept and requirements of a foreign designer, I completed the design of spatial configurations, modelling and schematic design drawings of one of the buildings under the guidance of the architects. 2020. 03 - 2020. 04
The Restoration and Renovation Project for Ruihuafang, Shanghai Participated in the schematic design: completed the modelling work for the restoration of the heritage complex based on the heritage reports, and used parametric tools to complete the design for parts of the new building connections. 2018. 11 - 2019. 01
Construction Documentations for Effiel Printing Machinery Technology Co., Ltd., Nantong Learnt construction drawing and participated in Revit and ArchiCAD BIM software learning and training. BIM software was used for project modelling and drawing.
C O N T E N T
ACADEMIC 01
DID TOWER A Mixed-use Tower in Melbourne
02
CARLTON CELLS A Community Health Centre
03
05
23
RESONATE An Outdoor Acoustic Shell in Quarry
24 - 31
PERMEATION A Community Estate Prototype for Melbourne
06
12 - 22
CONSTRUCTION SUBJECT Construction Design
04
4 - 11
32 - 39
GENETICS The Reclamation of Space through Aggregation
40 - 47
PRACTICE 07
ARCHITECT ASSISTANT
48
ARTWORKS 08
PHYSICAL AND DIGITAL ARTWORKS
49 -51
YEAR: 2021 | LOCATION: Melbourne, Australia | SUBJECT: Applied Architectural Technology | TYPE: Academic Group
DID TOWER A HIGH-RISE MIXED USE TOWER IN MELBOURNE Applied Architetcural Technology specialises in the design of high-rise mixed-use buildings. The design of an elegant, functional, comfortable and energy efficient high-rise building for Melbourne’s city centre is based on five aspects: practical building codes, vertical stacking strategies, structural design, building envelope design and detailing.
K J I H
40
E D
1
4050
2
4050
4050
000
4900
G F
3800 4050
4050
4050
B
3
4050
4050
C
4
4050
4050
A
4050
5
6
4050
0 4200
4050
3800
7
4900
4050
1
4050
4050
8
9
10
4050
3
4050
4050
2
4700
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11
4050 4050
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3800 4050
4050
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4050 3800
11
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0
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4050 4700
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4050 4050
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D C
B A
K J I H
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40
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1
4050
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4050
4050
000
3800 4050
4900
G
4050
4050
B
4
4050
4050
A
3
4050
4050
C
4050
5
4050
1
2
4050
Area
4900
4050
4200
0
4050
3800
3
1680m2
NLA
1418m2
Core Area
262m2
Office Area
1418*28=39704m2
Hotel Area
1418*14=19852m2
Poudium Area
8860m2
Total GFA
79420m2
Efficiency
84.4%
4050
0 4200
4050
6
4050 4050
4050
7
8
4050 4050
4050
5
9
4050
10
4050 3800
11
Height
4
4050
4700
4
4050
4050
GFA
Podium
20m
Office
4*28=112m
Hotel
3.5*14=49m
Mechanical Floor
8*3=24m
Crown
40m
Total Height
245m
F E
D C
B A
0
4000
H G
Final render from North East perspective
Sun Diagram
View Diagram
Wind Diagram
Medium Office lift Core
Form Step 1
Circulation Diagram
Ventilation Diagram
Facade Diagram
High Office Lift Core
Form Step 2
Goods/Hotel Lift Core
Form Step 3
PROJECT
TITLE
DID TOWER
SUBJECT
A 01 FINAL
Applied Architectural Technology
DRAWN BY Di Wu Dongyao Zhang Mingxuan Ze
TUTORIAL NUMBER 04
GROUP NUMBER Group A
SCALE(@A1) As Indicated
STUDENT ID
TUTOR Mark Lam
CHECKED BY
SHEET NUMBER DATE 18/06/2021 0
5
VERTICAL STRATEGY
A
C
B
E
D
G
F
I
H
Level 33 - 45 Sky Rise - Hotel
K
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40000 3800
4050
4050
4050
4050
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3800
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4050
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C
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3800
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4050 4050 42000 4050 4900 4050 4050 K
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4050
4050
3800
4050
4050
4050
4050
3800
C
B
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3800
3800
4050
4050
4050
4050
4050
4050
4050
4050
3800
42000
A
C
B
E
D
G
F
I
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3800
4050
4050
4050
4050
4050
4050
4050
4050
4050
A
C
B
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I
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A
C
B
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40000 3800
4050
4050
4050
4050
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4050
4050
4050
4050
4050
4050
4050
4050
4050
3800
4050
A
C
B
E
D
3800
I
H
K
J
6
4050 4050
42000
4900 4050 4050
4050 4050
4050
4050
4050 4050
42000
42000 4050
4050
4050
4050
4050
4050 4700 4050
E
D
4050
4050
G
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4m4050
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H
K
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40000 4050
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3800 1
2
2
4
3
3
5
4
11 6
5
6
7
8
Level 04 - 17 Medium Rise - Office
8
9
10
11
6
9
10
1680m2
GFA NLA
3800
Core Area A
4050
4050
4050
11
2 1418m 4050 4050
4050
4050
4050
3800
40000
B
C
D
262m2 E
F
Efficiency
84.4%
Height
4m
G
H
I
J
4050
4050
4050
4050
8
4050
4050 4700
4700
10
11
11
3800
4050
4050
4050
4050
4050
4050
4050
4050
3800
40000
SUBJECT
Applied Architectural Technology
B
0m
C
D
12.5m
E
25m
F
G
H
I
J
K
50m
6
7
9
1:500@A1
A 01 FINAL
84.4% C
B
5
42000
4050 4050
PODIUM 0M-20M
DID TOWER
A
7
A
TITLE
262m2
3
4
-12.000
PROJECT
Core Area
Height 3800
5
-9.000
1:500@A1
1418m2
4
4
10
50m
K
J
2
3
8
25m
NLA
11 6 1
2 G
F
I
1
40000
2
1680m2
Efficiency
1 11
3800
H
10
10
4050
G
F
GFA
7 G
F
E
D
9 4
7
9
12.5m
4050
8
5
7
0m
4050
2
42000
4050
C
B
1 6 11
3
40504050
4050 4050
A
A
7
40000 A
Level 18 - 31 High Rise - Office
4900
4050
4050
4050
4050
4050
3800
4050
3800
4050
4050
4050
4050
4050
4050
4050
4050
42000
4050
4050
4050
4050
5
-6.000
4050
4050
3800
105
3
±0.000
4050
4050
J
9
20.000
4050
4900
I
H
4700 4050
4700 4050 4050 4050
G
F
40000
8
24.000
4050
40000
9
MECHANICAL FLOOR
11
3800
4050 4050 E
D
10
6
4700 11
4050 4050
C
B
4050
K
4900
4050 4050 4050 4050 4700 4050 42000 4900 4050 4050 4050 40504050 4050 4050 4050 4700 K
J
4050
4050 28.000
G
I
H
40000
40.000
32.000
10
72 G
F
8
44.000
36.000
9
1 11 10
1 11
40000 A
4050
4050 4050 42000 4050 4050 4700 4050 42000 4900 4050 40504050 4050 4050 A
4700
48.000
6
6
8
9
4050
4050 42000 4050 4050 4050
3800
5
8
5
5
52.000
4050 4050
4050
9
10
9
11
4050
4050
3800
4
3.5m
7
4
10
64.000
4050
11
4050
E
D
7
10
4050
4050
4050
89.9%
Height
7
4
68.000
4050
4050 4050 42000 4050 4050 4050 10
4050
6
3
4050
4900 4050
9
10
4050
72.000
56.000
9
4050
9
4050
C
B
Efficiency
8
8
60.000
8
3800
4050
4050
1
2
3
3
7
8
11
4050
4050
3800
4700
3800
4050
4050
K
J
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171m2
2
40000
6
4700
4050
4050
4050
2
11 6
5
4700
4050
A
4900
4050
9
4050
4050
1680m2
4050
4050
4900 4050 4050
4
7
10
4050
3800
4050
4050 4050 4050 4050 4050 4050 4700 4050 42000 4050 4050
6
4700
4050
76.000
5
8
11 6 1
84.000
2
3
4
4050
MEDIUM RISE OFFICE 20M-76M 14F
K
J
10
8
2
5
4050
3800
5
7
3
11 6
K
J
4050 4050
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4
I
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4050
5
4700 4050
4050
G
F
40000 3800
5
4
42000
4050
E
D
I
H
4050
Core Area
111 6
4050
4050
C
B
4050
4050
K
J
4050
4050
I
H
4050
1509m2
7 G
F
4050 4700
4050
1 3
7 I
4
88.000
2
9
H
A
4050 4050
4050
E
D
42000
3800
3800
4050
4050 4900
40000
10
3800
92.000
K
J
4050
4050
I
H
4050
4050 4900
4050
G
F
4050
4050 4050
96.000
E
4050
40504050
3
9
100.000
D
4050
4050 4050
4050
104.000
8
4050
42000
1 6 11
8
C
4050
3
94
108.000
3
B
C
B
7
A
4050
94
2
6 1
4050
105
112.000 2
MECHANICAL FLOOR
4050
A
4900 4050
116.000
1
7
50
3800
G
F
4050
NLA
83
4050 4050
124.000
5
3800
3800
42000
K
4050 K
J
4050
4050
40000
128.000
120.000
42000
4050
4050
83
3800
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4900 4050
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H
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G
F
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2
3
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4700
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G
F
72
132.000
4050
I
H
1 11
Level 32 Hotel Lobby
5
3800
42000
4050
4050
4700
4050
6
136.000
4050
3800
4050 4050
4
10
4050
K
J
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40000
5
11
4050
4050 4900
42000 4050 4050
9
4
4050
4050 4050
4050 4050 4050 4050
4050 42000 4050 4050
151.500
10
11
I
H
4050
40000
8
9
4050
E
D
7 2
155.000
8
4050
C
B
4050 4700
4050 4050
162.000
140.000
4050
9 A
5
165.500
148.000
8
4050
4
10
6
7
G
F
4050
8
3
7
4050
3
9
158.500
E
D
40000 4050
2
8
111 6 5
C
B
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4050 4050
4900
4900 4050 4050 4050
42000
4
A
7
176.000
169.000
5
6
7
172.500
10
3800
2 K
4050 4050
3800
42000
4050 4050 4050 4050 4050 4050 4700 4050
5
K
4050
3800
J
4050
4050
4900
4050
4050
I
4050
4050
4
LOW RISE OFFICE 84M-140M 14F
50
4050
H
4700
4050
3
11 6
K
J
4050
G
4
186.500
4050
40000 I
4050
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4900
4050
3
3800
H
4050
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4050
4050
2
4
11
J
4050
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2
9
10
3800
I
4050
C
4050 4050
4050 4900
4050
MECHANICAL FLOOR 9
H
3800
4
6 1
179.500
9
4050
4050
B
5
190.000
K
J
183.000
10
4050
4050
3
1
8
4050
4050
4050 4900
I
H
1
4050
K
J
G
F
2
3
7 I
H
E
D
40000
HOTEL 148M-197M 14F
3800
C
B
3800
4050
4050
3800
A
4050 4900
A
6 1
8
4050
4050
4900
4900
4900 4050
193.500
7
50
K
J
10
4050
40000
4050 4050
197.000
5
3800
4050
3
4050
4050
42000
4050
4050
2
205.000
4
4050
K
J
4050
1 11
MECHANICAL FLOOR
I
I
H
40000 4050
1 11
3
H
G
F
4050
C
B
3800
4700
4050
A
10
2
3.5m
8
3800 1
89.9%
Height
9
K
J
Efficiency
6
4050
4050 8
9
4050
171m2
7
4050
7
I
Core Area
4050 42000
42000 4050
6
4050
1509m2
4
5
4050
5
H
1680m2
NLA
4050
4050 4050
4
50
GFA
3
2
3
4050
J
42000
I
4050
H
4050
G
4050
F
4050
E
4700
D
4900
C
4050
B
4900
A
1
4050
1
Sky Rise Hotel
Mechanical Floor
Hotel Lobby
Goods Lift
High Rise Office
Hotel Lift
Medium Rise Office
High Office Lift
Low Rise Podium
Medium Office Lift
DRAWN BY Di Wu Dongyao Zhang Mingxuan Ze
TUTORIAL NUMBER 04
GROUP NUMBER Group A
SCALE(@A1) As Indicated
STUDENT ID
TUTOR Mark Lam
CHECKED BY
SHEET NUMBER DATE 18/06/2021 0
K
STRUCTURE CONCEPT F
H
G
J
I
K
B
A
D
C
F
E
EB1 EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
11
4050
4050
4050
4050
4050
4050
4050
4050
10
11
11
D
C
10m
E
F
EB2
EB2
B1
B1
EB2
EB2
B1
B1
EB2
EB2
B2
B2
EB2 B1
B1
B1
4050
B2
B1
EB2
EB2
3800
3800
EB2
EB2
EB1
EB2
4050
4050
4050
4050
EB1
EB2
EB2
EB2
4050
4050
4050
4050
4900
4900
4050
4050
4050
4050 4050
4
4
A 5
5
6
6
7
7
8
8
9
9
10
10
11
11
H
I
J
K
B
A
D
C
8
9
10
11
3800
3800
4050
4050
4050
4050
4050
4050
4050
4050
MAIN CORE W LOWER FLOOR HIGHER FLOO
3800
40000
F
E
6
7
40000 G
A’ 5
4050
B1
2
3
42000
B1
B2
H
G
J
I
A
K
B
D
C
INTERNAL NO
F
E
H
G
J
I
K
20m
A
B
A
D
C
F
E
H
G
J
I
B
C
D
E
F
G
H
I
J
K
K
40000 3800
4050
4050
4050
4050
4050
4050
4050
4050
EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
3800
EB1
EB1 B1
B1
2
B1
B2
EB1
4050
4050
B1
B2
EB1
Crown Frame
3 B2
EB1
B2
EB1
B1
B1
EB1
EB1
B1
B1
EB1
EB1
B1
B1
EB1
EB1
4050
4050
2
3
4900
1
4900
1
4
MECHANICAL FLOOR
5
197.000
4050
4050
5
42000
193.500
6
190.000
4050
4050 7
186.500
7
4050 4050
8
B1
EB1
EB1
B1
Slab For Hotel/Office EB1
183.000
179.500
8 EB1
B2
HOTEL 148M-197M 14F
6
205.000
4050
4050
4
B2
9
9 EB1
EB1
4050
B2
B1
10
B1
B1
B2
B1
10 EB1
EB1 EB1
EB1
EB1
EB1
EB1
EB1
EB1
176.000
172.500
169.000
EB1
165.500
162.000
158.500
11
11 155.000
3800
4050
4050
4050
4050
4050
4050
4050
4050
3800 151.500
40000
Beam System B
A
C
148.000
D
E
F
G
H
I
J
K
MECHANICAL FLOOR 140.000
136.000
132.000
128.000
LOW RISE OFFICE 84M-140M 14F
124.000
120.000
116.000
112.000
108.000
104.000
100.000
Slad with balcony between two layers of skin
96.000
92.000
88.000
84.000
MECHANICAL FLOOR 76.000
72.000
68.000
64.000
60.000
MEDIUM RISE OFFICE 20M-76M 14F
Belt truss, Outrigger truss, Mega column
56.000
52.000
48.000
44.000
40.000
36.000
32.000
28.000
24.000
20.000
PODIUM 0M-20M
5m
3
4050
EB2
EB2
4700
0m
EB2
42000
B
A
EB2
B1
40000
1:200@A1 Hotel Plan
3
1
4050
4050 10
K
3800
4050
4050
B1
EB2
4050 9
2
4050
4050
3800
EB2
B2
1
2
4050
4700
EB1
8
9
4700
4050
B2
B1
8
4700
B1
EB2
4050
42000 B1
7
4050
EB1 B1
6
7
4050
B2
EB1
6
4050
4050
EB1
B2
9
B2
1
4
4050
4050 4050 8
EB2
4050
4050
EB1
EB2
B1
B2
EB2
J
I
4050
4050
EB1
B1
B2
B1
4050
4700
B1
B1
EB2
EB2
B1
H
G
4050
4050
B1
EB1
B1
4050
42000
EB1
7
B2
F
E
4050
4050
EB1
10
D
C
4050
4050
B1
EB2
EB2
EB2
4050
B1
EB2
3800
5
4050
EB1
42000
4050
5
EB1
B
A
K
3800
4900
4
4900 4
4050
4050
EB1
5
6
3
EB2
4050
4050
EB1
4 B1
3
EB2
4050
EB2
4050
B1
2
4050
4050
B2
B2
EB1
1
2
4050
4050
EB1
3 EB1
J
I
40000 4050
4700
B2
1
4050
4050
4050
B1
4050
B2
EB1
B1
4050
4050
EB1 EB1
B1
4050
4050
EB1
EB1
4900
EB1
B1
4050
4900
EB1
EB1
4050
4050
EB1
3800
3800
4050
4050
42000
4050
4050
4050
1
2
H
G
40000 4050
4050
EB1
4050
4050
EB1
4050
42000
4050
4050
E
40000 4050
4700
D
C
3800
4700
B
A
±0.000
MECHANICAL FLOOR -6.000
-9.000
-12.000
Podium Arch Structure 1:500@A1
PROJECT
TITLE
DID TOWER
SUBJECT
A 01 FINAL
Applied Architectural Technology
0m
12.5m
25m
50m
DRAWN BY Di Wu Dongyao Zhang Mingxuan Ze
TUTORIAL NUMBER 04
GROUP NUMBER Group A
SCALE(@A1) As Indicated
STUDENT ID
TUTOR Mark Lam
CHECKED BY
SHEET NUMBER DATE 18/06/2021 0
7
BUILDING ENVELOPE CONCEPT A
B
C
D
H
C
D
H
C
D
H
D
H
11900
C
4050
4050
2400
C1 EB2
B1
HC
3550
2400
900
3500
900
3800
A
Section 1
1 A
B
C
D
B
A
1 : 100
B 11900
H 3800
11900 4050
4050
4050
4050
C1
4000
B1
B1
4000
A
B
C
D
H
A
1
LC
2650
2400
3550
EB2
HC 960 150
EB2
2650
2400
C1
900
3500
900
960 150
3800
Section 1
0m 1:100@A1 Section 2 2.5m
2
1 : 100
B
C
10m
5m
1 : 100
B
A0
A
5120
B
3325
C
4050
D
4050
E
4050
F
G
49040 4050
4050
H
4050
I
J
4050
4050
K
3325
L
4870
-3
1920
VOID
6100
-2
Hotel Lobby / Automobile 4S Shop
Administration Office
-2
6100
-3
1920
Section 2
2000 3675
-1
2000
0
3675
-1
0
4425
1
4425
1
4050
2
4050
2
Building Reception
4050
3
4050
3
Tenancy
4050
4
4050
4
5
5
6
4050
69315
Office Lobby
69315 4050
6
4050
4050
Section 1
Setback 14600
4050
7
4050
7
Tenancy
4050
4050 4050
8
A
4050
8
9
9
4225
10
4225
10
4050
11
4050
11
4050
12
4050
12
13
13
Tenancy
Tenancy
Tenancy
Tenancy 6470
Tenancy
6470
Tenancy
14
14
5120
3325
4050
4050
4050
4050
4050
4050
4050
4050
3325
4870
49040
Loading Bay A0
A
B
C
D
E
F
G
H
I
J
K
L
Section 2
1:500@A1
0m
12.5m
25m
50m 1:150@A1
PROJECT
TITLE
DID TOWER
8
SUBJECT
A 01 FINAL
Applied Architectural Technology
0m
5m
10m
20m
DRAWN BY Di Wu Dongyao Zhang Mingxuan Ze
TUTORIAL NUMBER 04
GROUP NUMBER Group A
SCALE(@A1) As Indicated
STUDENT ID
TUTOR Mark Lam
CHECKED BY
SHEET NUMBER DATE 18/06/2021 0
DOUBLE FACADE
ENVIRONMENTAL BUILDING SYSTEM DIAGRAM
PROJECT
TITLE
DID TOWER
SUBJECT
A 01 FINAL
Applied Architectural Technology
DRAWN BY Di Wu Dongyao Zhang Mingxuan Ze
TUTORIAL NUMBER 04
GROUP NUMBER Group A
SCALE(@A1) As Indicated
STUDENT ID
TUTOR Mark Lam
CHECKED BY
SHEET NUMBER DATE 18/06/2021 0
9
DETAIL DRAWINGS LEVEL 12
FFL 56.18m
FFL 56.18m
1350
SILK-SCREEN PRINTING ON GLASS FOR SUN SHADING 5
CUSTOMISED CURTAIN PANEL
02
2650
ATRIUM THERMALLY BREAK HORIZONTAL STACK JOINT FFL 52.18m LEVEL 11
FFL 52.18m 2 1310
02
REAR MOUNT STRUCTURAL FIXING BRACKET 1
2690
02
HIGH STRENGTH STEEL ROD FFL 48.18m
FFL 48.18m
FFL 48.08m
1310
LEVEL 10
302 ---
4
ARCAT LOUVER, K605D, 5 IN DRAINABLE HEAD & BLADE, SIGHTPROOF BLADE
2690
02
FFL 44.18m
FFL 44.18m
1310
LEVEL 9
6 02
2690
OUTRIGGER STRUT
FFL 40.18m
LEVEL 8
FFL 40.18m
G
1
1350
ATRIUM
F
Elevation
2
1 : 50
F
Section 1 : 50
F
G
G 4050
H
H 4050
I 4050
J 4050
750 X 750 SHS MEGA COLUMN
1
2
3
Isometric
4
1 : 50
PROJECT
PROJECT
TITLE
DID Tower DID TOWER
10
TITLE
Plan 1 : 50
SUBJECT
A04.01 A 01 FINAL
Applied Architectural SUBJECT Technology Applied Architectural Technology
DRAWN BY
TUTORIAL NUMBER
GROUP NUMBER
SCALE (@ A1)
Di Wu
04
Group A
1 : 50
STUDENT ID
TUTOR
CHECKED BY
DATE
Mark Lam
Mingxuan Ze & Dongyao Zhang
29/05/21
DRAWN BY 860315
Di Wu Dongyao Zhang Mingxuan Ze
STUDENT ID
TUTORIAL NUMBER 04 TUTOR Mark Lam
GROUP NUMBER Group A CHECKED BY
SHEET NUMBER
SCALE(@A1) As Indicated
01
SHEET NUMBER DATE 18/06/2021 0
250X250 MICROTAC RAISED FLOOR SYSTEM
φ250 400 UB TRUSS AWS CURTAIN WALL SYSTEM
800 X 400 RHS
FACTORY FITTED CLEATS AT PANEL FOLDS
OPTIONAL PERFORATED ALUMINIUM VERTICAL SHADING PANEL (WEST) DOUBLE GLAZING WITH SILK-SCREEN PRINTING FOR SUN SHADING
750 X 750 SHS
900X600 CONCRETE BEAM
HOLLOW CHAMBER TO CONCEAL THE LONG JOINT STEEL PLATE
L-ANGLE BOLT
750 X 750 CONCRETE COLUMN 150 CONCRETE SLAB
25MM CONNECTOR PLATE WITH 12.5MM CENTER STIFFENER
φ170 RHS OUTRIGGER STRUT WELDED TO 250X250 RHS GIRT
φ25 SLIP CRITICAL CONNECTION
250X250 RHS GIRT
CAST-IN ANCHORAGE
150 Bondek ADJUSTABLE BRACKETS CONNECTOR PLATE MICROTAC RAISED FLOOR SYSTEM
Architectural Window Systems (AWS) Curtain Wall Systems/ Series 168 (Thermally Broken and Thermally Improved Curtain Wall Solutions)
CAST CONNEX HIGH STRENGTH UNIVERSIAL PIN CONNECTORS (OR APPD. EQUIV)
PFC WELDED ON THE RHS PIPE
METAL SPANDREL PANEL 40MM SAG ROD OPTIONAL PERFORATED ALUMINIUM HORIZONTAL SHADING PANEL (NORTH)
750X750 RHS MEGA COLUMN Capral Aluminium CW150 Curtain Wall
RECCESSED FLUORESCENT LIGHT FIXTURE
KINGSPAN FOLDED ALUMINIUM BOARD Arcat Louver, K605D, 5 in Drainable Head & Blade, Sightproof Blade
1
Section Detail 1
MICROTAC RAISED FLOOR SYSTEM CONCRETE SLAB
Rondo KEY-LOCK Suspended Ceiling System
BONDEK STUD Kingspan Folded Aluminium Sheet
http://www.microtacsystems.com.sg/office/ https://www.awsaustralia.com.au/specifyaws/series168-curtain-wall
ALUMINIUM STUD SCREWED TO RHS
Capral Aluminium
https://www.capral.com.au/product/cw150-curtainwall/
L ANGLE BOLTED CONNECTION
Arcat
https://www.arcat.com/cad/airolite/10200256.pdf
ALUMINIUM FIXING EXTRUSIONS
Rondo
https://www.rondo.com.au/products/ceilings/keylock-concealed-suspended-ceiling-system/
SEALANT
Kingspan
https://www.kingspan.com/meati/en-in/productgroups/architectural-facade-systems/panelisedfacade-systems/evolution
ARCAT LOUVER, K605D, 5 IN DRAINABLE HEAD & BLADE, SIGHTPROOF BLADE 800X400 RHS TOP CHORD OF THE BELT TRUSS TO BIND MEGA COLUMNS
1 : 50 10mm GAP FOR CONSTRUCTION TOLERANCE
FEMALE MULLION MALE MULLION FIXING BOLTS
THERMAL INSULATION
CAST-IN ANCHORAGE
SUSPENDED CEILING HANGER
FIRE STOP CAST-IN INSERT 300MM WITH 3 ANCHORS NON-SERRATED CHANNELS + HS BOLTS PVC PACKER
RECCESSED FLUORESCENT LIGHT FIXTURE
ALUMINIUM LBRACKET SUSPENSION ROD
GLASS SPANDREL PANEL REPLACED WITH METAL PANEL
SUSPENSION CLIP OUTRIGGER TRUSS WITH PAINTING AND FIRE-PROOF COATING
TOP CROSS RAIL FURRING CHANNEL
1:5
Section Detail 3
PROJECT
DID TOWER
CONCRETE MEGA COLUMN
FLOOR ANGLE BRACKET. ALUMINIUM WITH SLOTTED HLOES AND SERRATED PROFILE
STACK COVER STACK HEAD SINGLE SPANDREL PANEL
GASKET
ANCHOR BOLT
FIXING BOLTS. M12 WITH 5MM FLAT WASHER
OUTRIGGER TRUSS'S WEB WITH PAINTING AND FIRE-PROOF COATING
REBATE IN CONCRETE SLAB GROUT BACKFILL RAISED ACCESS FLOOR
SMOKE FLASHING. 0.6MM THICK FOLDED GLAVANISED STEEL SHEET
INTERMEDIATE PEDESTAL
CAST-IN INSERT. 300MM LONG WITH 3 ANCHORS
FIRE STOP
THERMALLY ISOLATED BRACKET (ADJUSTABLE)
THERMAL INSULATION
STEEL PLATE WELDED ON PFC PFC WHOSE FLANGES WERE WELDED ON THE 250X250 SHS
VENTED AND DRAINED CAVITY
TITLE
1 : 10
INTERMEDIATE PEDESTAL
CAST-IN ANCHORAGE
ALUMINIUM MULLION WRAPPING AROUND THE BOTTOM CHORD OF THE OUTRIGGER TRUSS TO CONCEAL THE JOINT
BCAK PANEL SILL TRANSOM
BLIND PELMET
VISION PANEL
Section Detail 5
6
1 : 10
TITLE
DID Tower
Section Detail 4
MICROTAC RAISED ACCESS FLOOR
DOUBLE GLAZING WITH SILK-SCREEN PRINTING FOR SUNSHADING
5
1:5
4
1 : 10
STEEL PLATE WELDED ON THE 250X250 SHS PERIMETER GIRT CAST CONNEX HIGH STRENGTH UNIVERSIAL PIN CONNECTORS (OR APPD. EQUIV)
Plan Detail 2
Rondo KEY-LOCK Suspended Ceiling System
CEMENT SHEET CEILING
REBATE IN CONCRETE SLAB FLOOR ANGLE BRACKET CAST-IN INSERT. 300MM LONG WITH 3 ANCHORS 20MM THERMAL BREAK
Plan Detail 1
PROJECT
THRESHOLD WITH LIGHT-GAUGE STEEL STUDS AS STRUCTURE
STEEL BASE PLATE
ANODISED ALUMINIUM VERTICAL MULLION WITH 200MM LONG EXTRUDED RETENTION BRACKET
8
ALUMINIUM FIXING EXTRUSIONS
ANGLE CLIP WELDED TO STUD AND BOLTED TO SLAB
3
7
GLAZING SLIDING DOOR PANEL SLIDING DOOR SILL
THERMAL BREAK
AWS
Product Schedule
1 : 10 CONTINUOUS RUNNER CHANNEL KINGSPAN ALUMINIUM SHEET HORIZONTAL CHANNEL BRACING
BONDEK
KINGSPAN FOLDED ALUMINIUM BOARD
MICROTAC
a
Section Detail 2
2
1 : 10
SUBJECT
A04.02 A 01 FINAL
Applied Architectural SUBJECT Technology Applied Architectural Technology
Section Detail 6 1 : 10
DRAWN BY
TUTORIAL NUMBER
GROUP NUMBER
SCALE (@ A1)
Di Wu
04
Group A
As indicated
STUDENT ID
TUTOR
CHECKED BY
DATE
Mark Lam
Mingxuan Ze & Dongyao Zhang
29/05/21
DRAWN BY 860315
Di Wu Dongyao Zhang Mingxuan Ze
STUDENT ID
TUTORIAL NUMBER 04 TUTOR Mark Lam
GROUP NUMBER Group A CHECKED BY
SHEET NUMBER
SCALE(@A1) As Indicated
02
SHEET NUMBER DATE 18/06/2021 0
11
YEAR: 2019 | LOCATION: Melbourne, Australia | STUDIO: Architecture Design Studio: Fire | TYPE: Academic Individual
CARLTON CELLS A COMMUNITY HEALTH CENTRE IN MELBOURNE Studio Fire is the capstone subject for undergraduate to design a community health centre to deliver cultural, health and commercial services in Melbourne. Considering multiple purposes and needs, Carlton Cells provide diverse medical and pleasure space for staffs and community members to embrace life, well-being and healthy.
Master Plan at 549 Lygon Street, Carlton
CONCEPT DIAGRAMS
+ Equipment & space different professions need
= Packaging equipment & space in different rooms
The aggregation of different rooms
SITE ANALYSIS
Site boundary
Green space & Vegetation
Surrounding land use Student hotel, social housing, residence & cemetery
12
Final render from South East perspective
PRECEDENTS & INSPIRATION
RESEARCH & ANALYSIS Nurse
GP
Allied Health Allied Health Allied Health
MUJI storage box
Nakagin Capsule Tower
Current sunken car park & Refill Strategy
Bluestone around the site
Diagram: Patient Flow & Hierarchy
Transportation & Accessibility
Diagram: Vertical & Horizontal Zoning
Heavy traffic and noisy networks
Tram, car, bicycle and pedestrian
13
MODULARITY DESIGN CLINIC SERIES
14
OFFICE & ADMINISTRATION SERIES
15
AMENITIES SERIES
16
Model from North West： piled up the modular cells based on site analysis and program analysis (Daylighting & permeability)
Model from South East： piling up the modular cells based on site analysis and program analysis (Sun path, networks & accessibility)
MASSING
FORM GENERATION
Quiet area
Activities
Quiet area
Clinic (Specialists)
View towards green space
Public & Commercial
L2
L1
G
Offices
Clinic (General)
Spatial arrangement & Design process via programme analysis
PROGRAMMING Mental Health Quiet Area
Multi-purpose Room
Toilet
Meeting Room
Physiotherapy
Occupational Therapy
Mental Health
Offices
Pharmacy Staircase
GP Nurse
Teaching & Training
Commercial (Cafe, Restaurant & Pharmacy)
17
d
e
10 1
11 19
1
1 4
1
18
3
12
7
1 3
3
12
c
15
6
13 14
a
18 16
22
17
17
GROUND FLOOR PLAN & LANDSCAPE
Second floor
First floor
1. GP consultation 2. Nurse consultation 3. Treatment room 4. Soiled utility room 5. Clean supply room 6. Reception & record room 7. Nutrition consultation 8. Pharmacy 9. Waiting area 10. Shared office 11. General office 12. Coordinator office 13. Executive office 14. Administration office
18
15. Meeting room 16. Teaching and training room 17. Cafe, restaurant & bookshop 18. Toilet 19. Gym 20. Changing room (public) 21. Meditation room 22. Bike repair 23. Physiotherapy (Physio) consultation 24. Occupational (OT) consultation 25. Physio & OT Gym 26. Disabled change room 27. Speech therapy 28. Mental health consultation
17
b
9
8
21
29. Mental health group therapy 30. Staff lounge 31. Multi-purpose room 32. Quiet room 33. Head & board office 34. Staff office 35. Public lounge a. Entrance b. Atrium c. Reading & music corner d. Sunken garden street e. Car park, entrance & exit f. Gallery
Ground floor
Basement Spatial Relationship
1 19
3
5
13 20
2
2
25
23
26
23
23
24
9
15
24
27
15 27
12
6 16
10
16
f
29
9 18 29
28
28
28
12
30
12
FIRST FLOOR PLAN e 15 31
e
15
31
18
15 20
33
20
33
10
35 30 32
18
32 34
BASEMENT
SECOND FLOOR PLAN
SOUTH ELEVATION
NORTH ELEVATION 19
Section A - A'
Section B - B' 20
DESIGN REALISATION - STRUCTURE & DETAIL DESIGN A A
B
Detail Drawing: Roof & Parapet
B
C
Detail Drawing: Box gutter & Ceiling
C
D
D
Detail Drawing: Intermediate floor & Bondek
E
Detail Drawing: Parapet & Waterproofing
E
Detail Drawing: Brick Cavity
Overview of Construction Drawing
21
Final Render from South East Perspective: Entrance
MATERIALITY Materials respond to site contexts but introducing new and light-weight materials to create bright and pleasure spatial qualities.
22
Vernacular rough bluestone
Vernacular smooth bluestone
Brick responding to site contexts
Interior white precast concrete panel
Prefabricated steel structure as expression
New material Translucent polycarbonate
Final Render: interior Atrium showing spatial quality
YEAR: 2018 | LOCATION: Melbourne, Australia | TYPE: Academic Individual
CONSTRUCTION SUBJECT CONSTRUCTION DESIGN The subject is the capstone construction subject for undergraduate to understand more in-depth about material properties, the design of structures and tectonics, construction and building performance through deconstructing parts of a built project (Bio21 Science Sub School University of Melbourne Parkville Campus).
Physical Model showing the partial structure details of the building
Axonometric Drawing showing details, tectonic and construction of the building 23
YEAR: 2020 | LOCATION: Melbourne, Australia | STUDIO: CDE Studio 30 | TYPE: Academic Individual
RESONATE AN OUTDOOR ACOUSTIC SHELL IN COLAC QUARRY, MELBOURNE This studio aims to revitalise a quarry through a main stage and masterplan. The design of the main stage was acoustically optimised through parametric iterations and an in-depth study of the materials, structure and lighting design, in order to provide an optimal visual and aural experience for the 15,000-seat auditorium.
Masterplan for the Revitalization of the Quarry
24
Final render from North West perspective Site Analysis
Plain & flat
Sunken
Mounds
Cliff
Natural elements
Activity
Landform
Picnic & camping Resort, Food, sightseeing & boat Main stage
Festival Core
Music museum
50
25
ACOUSTIC SHELL DESIGN: PARAMETERS AND CONSTRAINS Parameters 1. 2. 3. 4. 5. 6. 7. 8.
Width (w) Height (h) Front control points1 parameter (x) Front control point 2 coefficient (a) Front control point 1 depth (d1) Back control point 1 parameter (y) Back control point 2 coefficient (b) Back control point 1 depth (d2) Starting Point Control points on front curve Control points on back curve
Point 3
ACOUSTIC MULTI-OBJECTIVE OPTIMIZATION
26
Point 2
Point 1
Point 0
ACOUSTIC MULTI-OBJECTIVE OPTIMIZATION Objective
Sound Source 2
1. Sound Pressure Level 2. Standard Deviation of the Sound Pressure Level
Target region
Sound Source 0
ITERATION
Sound Source 1
DESIGN INTENTION
Continuity with the land
Concealed access to back stage
Continuity with the land
Structure supporting
Stage
Structure Concealed access supporting to back stage
27
MASTERPLAN OF THE MAIN STAGE
PROGRAMMING Lounge
Lounge
Lounge
Lounge
Lounge
Lounge
Office
Green Room
Green Room
Green Room
Green Room
Office
Conference Room Locker Room
Makeup Room
Men Dressing Room
Women Dressing Room
Makeup Room
Stage Corridor
Stair
Stair
Stage Wings
Main Stage
Stage Wings
Seats
Ticket box
SECTION AND LIGHTING DESIGN
28
Control room
Laundry/ Shower
Equipme nt
Sets Storage
Loading Bay
Toilet
Toilet
Rehearsal Room Warmup
Café food
Restro om
Merch andisi ng
Piazza
Toilet
Loading Bay
Sets Storage
Press Hall Journalist / Photographer / Media office
PLANS Main Stage Basement Level
4 15
15
16
16
3
12
5
2
14a
12a
9
2a
12a
12
12
12a
14b
6 13
A
7
1
S
A 14
7 6
12
12a
14b
12
2a
12a
2
9
3
8
15
12
15
16
12a 14a
11
10
8
16
4
Ground Floor Plan 1:100
Main Stage Ground Level
S
S
15
15
16
16
12
14a
12
9
14b 12
A
15
S
17
A
18
12
14b
9 12
19
1. Main stage 2. Preparation space 2a. Stage door access 3. Staircases 4. Journalist/Photography/Media/ Interview 5. Rehersal/ warmup room 6. Makeup room 7. Dressing room 8. Equipment room 9. Open lounge 10. Laundry 11. Locker room 12. Green room 12a. Independent rehersal/warmup rooms 13. Shared office 14. Back storage 14a. Electricity well 14b. Fire-escape staircases 15. Conference/meeting room 16. Toilet 17. Control room 18. Press hall 19. Manager office 20. Conductor/concertmaster office Temporary facilities and services S. Ticket box, casual dining/ food truck, vendors, popup shops, cafes, bars, mechandising, restrooms, moveable toilets
15
19
15
20
16
12
14a
16
S
S
First Floor Plan 1:100
29
DETAILING Primary steel structure RHS
a
c Acoustic/Thermal insulation
Smooth & tinted Aluminium sheet MDF stiffener
100 UB Hoist
Primary steel structure
LED strip Steel trim
Steel cable
Steel girts
Rivet 2 layers of 18mm plywood 100 UB Bolts Timber shim/gasket Bracket factory riveted to formed metal panel Flushmount anglefield attached to wall Field fastener
2 Layers of plywood/ acoustic panel Details see Detail c 100 UB Nogging
Screws Waterproofing membrane
0 10
50
100 mm
b Steel truss
Moving head
Spotlights, Hologram projectors, Parabolic reflectors, etc.
Stage platform Concrete slab
A
Insulation Steel roof/ C-section purlins
Compacted engineer fills
Space truss 2D Truss primary structrue
Bored pile
Rigid joint with bolts Steel plate beam Truss and stage lighting Acoustic shell
Inside acoustic shell
B
0 10
Walkable Concrete Roof
Space truss
100
200 cm
Primary truss - shear with RHS lateral supportings
d
a
c
b
Flexible stage platform
e
Concrete slab
Bored pile footing 0
30
1
5
10 m
Final render - Stage Lighting Design
d
f 1mm MasterSeal 550K coating (white) Sand & cement screed Geotextile/polyethylrnr sheet Waterproofing membrane Spray polyurerhane foam insulation Concrete slab Steel studs Bondek Space truss Ball joint Pin joint Anchor bolts
Space truss Steel studs Ball nodes/joints Steel supports/plates bolted on primary structure Primary truss structure SHS/RHS lateral supportings 90X45 timber top plates/studs
Equal angle Overlapping Steel well lid Stormwater drainage gutter Backfill Crushed stone Drainage mat Waterproofing membrane Retaining wall
C
Thermal insulation Plywood/plaster
f
e Primary steel structure - RHS truss Steel plate Anchor bolts Concrete band beam Steel reinforcement bars
Mass concrete platform
0 10
100
200 cm
Bored piles for poor soild conditions
Band beam 0
1
Taped concrete retaining wall 5
10 m
31
YEAR: 2018 | LOCATION: Melbourne, Australia | STUDIO: Architecture Design Studio: Beta & Earth | TYPE: Academic Individual
PERMEATION A COMMUNITY ESTATE PROTOTYPE FOR MELBOURNE Studio Beta & Earth is a prototype project to develop a community estate and pleasure garden for Melbourne’s contemporary suburbs. This project explored the permeability and flexibility in a communal space through creating the interest of serpentine and vertical experience within Melbourne flat suburb.
40 m 30 m Prototype Site Plan
Master Plan 32
Precedent: Alison & Peter Smithson, Golden Lane City
ANALOGY
cm
Diagram indicating the relationship among city, suburb and the site is like that among leaf, vein and cell
X100 μm
mm
Leaf
X10 km
Lamina
X100 m
City
District
Vein
X10 m
Cell wall
Cell
cm
Block
ANALYSIS
mm
Parcel
House
CONCEPT Private
Public Diagrams analysing Melbourne suburb residential space: Scale, Space Hierarchy, and permeability
Diagrams showing Serpentine & Vertical Permeability
DESIGN DEVELOPMENT Private
Transition
Public
Figure grounds
Diagram: Spatial Hierarchy & Zoning
Diagram showing Massing
Diagram showing Final Form 33
15
b
b 14 14
14
SECOND FLOOR PLAN 12
13 11 c
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8
9
7
a
6 5 3
2
1
1. Cafe 2. Information centre 3. Community theatre 4. Community library 5. Gathering space 6. Gallery 7. Workshop 8. Administration offices 9. Green room 10. Sightseeing & lounge 11. Toilet 12. Kitchen 13. Laundry 14. Single short-stay bedroom (Double bedroom with oper 15. En-suite bedroom a. Green space b. Garden c. Water feature d. Open deck roof e. Ramp
GROUND FLOOR PLAN 34
d
b
b 14
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N
d
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e
5 4
d
rable door) 1
FIRST FLOOR PLAN 35
Section A - A'
Section B - B' (Public zone)
Section C - C' (Private short-stay zone) 36
Final Render from South
DESIGN REALISATION & STRUCTURE DESIGN
CIRCULATION & GREEN SPACE Ramps
Perforated Brick Wall reinforced by the middle steel bars Steel Frame
Steel Equal Angle supporting bricks
Green Space
Glazing
Thickened Concrete Slab with Deeper Edge Beams / Piles to resist the moment created by slanted wall
Detail Drawing exposing the structure of slanted wall
Diagram showing the serpentine circulation 37
Model Isometric from South West
Model Isometric from South East
Final Render showing materials & experience 38
Final Render Looking up from ground floor
SPATIAL QUALITY
Final Render: Public Gathering Space (Ground Floor) showing the permeation of Light through perforated brick wall and glazing
Final Render: Open Space
Final Render: "Sky" Ramp
Final Render: Gallery & Daylighting permeation
Final Render: En-suite Bedroom 39
YEAR: 2018 | LOCATION: Melbourne, Australia | STUDIO: Architecture Design Studio: Air | TYPE: Academic Individual
GENETICS THE RECLAMATION OF SPACE IN MSD Studio Air explored speculative thinking and parametric design through recursive and iterative algorithms which was inspired from L-system. This project simulated the law of genetics and applied these rules under the interaction with environments. The aggregation through recursion reclaims the space of the atrium in Melbourne School of Design with playability and the interest of transformation.
Precedent: L - system
Site Location - Melbourne School of Design: Hanging Studio in Atrium
"Wasted" Space
Space can be used
Hanging Studio
Crowded space Site Analysis showing the space can be reclaimed 40
Precedent: Bloom project
Render looking down from the top of Hanging studio 41
DESIGN PRINCIPLES & LOGIC 01
04
Site analysis
05
Conditional Rules
02
03
Aggregation & Form
Ruleset & Recursion
Gene coding
COMPONENT DESIGN
Final Component
Node Differentiation Standardised Plug
Node & Skin Design
Double-slot Node
Single-slot Node
Single-slot Node
Node Standardisation
Thumbnail testing the design of component, material & the form of the aggregation 42
Assemblage Instruction
RECURSION RULES & ALGORITHM 01
02
03
04
05
06
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08
09
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Diagram: The growth of second generation (based on the first generation's coordinate system and obstacles)
Site Photo showing Hanging Studio in MSD
AGGREGATION
Iteration = 5
Iteration = 10
Iteration = 15
Iteration = 20
Iteration = 25
Iteration = 30
Iteration = 35
Iteration = 40
Iteration = 45
Iteration = 50 43
Final Aggregation Aerial View From North West Perspective
A
D
B
Secondary component local differentiation
C
Model visualising ruleset
RULESET 1
RULESET 2
AXIOM = AB
AXIOM = AD
A = AB B = BC C = ABD D = BC
A = CD B = BC C = ABD D = BC Primary aggregation ruleset 1
3RD GENERATION 2ND GENERATION RULESET 1 1ST GENERATION AXIOM 1 AXIOM 2 1ST GENERATION 2ND GENERATION
RULESET 2
3RD GENERATION
Diagram showing the rules for recursion 44
Primary aggregation ruleset 2
Render from Bottom Perspective
North Elevation 45
Final Render from South West Perspective
Physical Model showing changeable form 46
Diagram: ball joint performance
Physical Model
Final Render from West Perspective 47
YEAR: 2020 | TYPE: Practice Project | CONTRIBUTIONS: Schematic Design, Design Development & Construction Documents
PRACTICE A COMMUNITY RESTAURANT AND ACTIVITY CENTRE This practical public building project provides a public recreational space of meeting, dining and communicating for the village through the renovation and functional expansion of an existing residential building, while preserving and deepening the villagers’ vernacular memories. I was responsible for the entire building scheme design, making adjustments to the scheme under the supervision of the architect. Parametric design tools, topology optimisation programs and BIM software were used throughout the project for designing, modeling and producing drawings. I also work with structural and systems engineers to complete design adjustments and construction drawings. The project is now almost complete.
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ARTWORKS - PRODUCT DESIGN
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YEAR: 2021 | TYPE: Scene Rendering + Post Production | TOOLKITS: Rhinoceros + Grasshopper + Enscape + Photoshop
ARTWORKS
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